1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 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- -14.30 (meters) GEOID99 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 GEOID99. 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 MT (+/- 180 meters Scaled) SS1579 SS1579 SUPERSEDED SURVEY CONTROL SS1579 SS1579 NGVD 29 - 1213.92 (m) 3982.7 (f) RESET 3 SS1579 SS1579.Superseded values are not recommended for survey control.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 SS1579.See file dsdata.txt to determine how the superseded data were derived.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 = 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 = MAY 1, 2003 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- -14.35 (meters) GEOID99 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 GEOID99. 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_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 = MAY 1, 2003 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- -14.10 (meters) GEOID99 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 GEOID99. 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 = MAY 1, 2003 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- -14.34 (meters) GEOID99 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 GEOID99. 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_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 = MAY 1, 2003 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- -14.34 (meters) GEOID99 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 GEOID99. 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 = MAY 1, 2003 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- -14.12 (meters) GEOID99 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 GEOID99. 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 = 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 = MAY 1, 2003 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- -14.34 (meters) GEOID99 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 GEOID99. 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_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.