1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 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- -16.18 (meters) GEOID99 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 GEOID99. TN1123 TN1123; North East Units Scale Converg. TN1123;SPC MT - 489,397.156 127,184.473 MT 0.99972257 -4 41 05.2 TN1123;UTM 11 - 5,370,239.124 580,970.777 MT 0.99968055 +0 49 13.5 TN1123 TN1123 SUPERSEDED SURVEY CONTROL TN1123 TN1123 NGVD 29 - 608.97 (m) 1997.9 (f) RESET 3 TN1123 TN1123.Superseded values are not recommended for survey control.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 TN1123.See file dsdata.txt to determine how the superseded data were derived.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_MARKER: DH = HORIZONTAL CONTROL DISK TN1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT 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 - 1990 TN1123 TN1123 HISTORY - Date Condition Report By TN1123 HISTORY - 1990 MONUMENTED NGS 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. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 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 49. (N) 115 49 16. (W) SCALED TN0377* NAVD 88 - 701.76 (meters) 2302.4 (feet) RESET TN0377 ___________________________________________________________________ TN0377 GEOID HEIGHT- -16.18 (meters) GEOID99 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 GEOID99. TN0377 TN0377; North East Units Estimated Accuracy TN0377;SPC MT - 481,540. 132,720. MT (+/- 180 meters Scaled) TN0377 TN0377 SUPERSEDED SURVEY CONTROL TN0377 TN0377.No superseded survey control is available for this station. TN0377 TN0377_MARKER: DB = BENCH MARK DISK TN0377_SETTING: 7 = 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 = NOVEMBER 1, 2002 TN1115 *********************************************************************** TN1115 DESIGNATION - L 503 RESET TN1115 PID - TN1115 TN1115 STATE/COUNTY- MT/LINCOLN TN1115 USGS QUAD - FORTINE (1983) TN1115 TN1115 *CURRENT SURVEY CONTROL TN1115 ___________________________________________________________________ TN1115* NAD 83(1986)- 48 46 50. (N) 114 54 53. (W) SCALED TN1115* NAVD 88 - 890.25 (meters) 2920.8 (feet) RESET TN1115 ___________________________________________________________________ TN1115 GEOID HEIGHT- -15.68 (meters) GEOID99 TN1115 TN1115 VERT ORDER - THIRD TN1115 TN1115.The horizontal coordinates were scaled from a topographic map and have TN1115.an estimated accuracy of +/- 6 seconds. TN1115 TN1115.The orthometric height was computed from unverified reset data. TN1115.No vertical observational check was made to the station. TN1115 TN1115.The geoid height was determined by GEOID99. TN1115 TN1115; North East Units Estimated Accuracy TN1115;SPC MT - 517,210. 202,430. MT (+/- 180 meters Scaled) TN1115 TN1115 SUPERSEDED SURVEY CONTROL TN1115 TN1115.No superseded survey control is available for this station. TN1115 TN1115_MARKER: DV = VERTICAL CONTROL DISK TN1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT TN1115_STAMPING: L 503 RESET 1991 TN1115_MARK LOGO: MTDH TN1115_MAGNETIC: N = NO MAGNETIC MATERIAL TN1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TN1115+STABILITY: SURFACE MOTION TN1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TN1115+SATELLITE: SATELLITE OBSERVATIONS - 1991 TN1115 TN1115 HISTORY - Date Condition Report By TN1115 HISTORY - 1991 MONUMENTED MTDH TN1115 TN1115 STATION DESCRIPTION TN1115 TN1115'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1991 TN1115'TO REACH THE STATION FROM THE TOWN HALL, IN EUREKA, GO SOUTHEAST ON U TN1115'.S. HIGHWAY 93 FOR 10.5 MI (16.90 KM) TO THE WEST END OF A CURVE AND TN1115'A DIRT ROAD LEADING NORTH AND THE STATION ON THE LEFT. THE STATION TN1115'IS FLUSH WITH THE GROUND, 3.70 M (12.14 FT) EAST OF THE CENTER OF THE TN1115'DIRT ROAD, 0.70 M (2.30 FT) NORTH OF THE RIGHT OF WAY AND 0.56 M TN1115'(1.84 FT) WEST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 TN1121 *********************************************************************** TN1121 DESIGNATION - L 508 RESET TN1121 PID - TN1121 TN1121 STATE/COUNTY- MT/LINCOLN TN1121 USGS QUAD - FORTINE (1983) TN1121 TN1121 *CURRENT SURVEY CONTROL TN1121 ___________________________________________________________________ TN1121* NAD 83(1986)- 48 45 47. (N) 114 53 49. (W) SCALED TN1121* NAVD 88 - 903.79 (meters) 2965.2 (feet) RESET TN1121 ___________________________________________________________________ TN1121 GEOID HEIGHT- -15.65 (meters) GEOID99 TN1121 TN1121 VERT ORDER - THIRD TN1121 TN1121.The horizontal coordinates were scaled from a topographic map and have TN1121.an estimated accuracy of +/- 6 seconds. TN1121 TN1121.The orthometric height was computed from unverified reset data. TN1121.No vertical observational check was made to the station. TN1121 TN1121.The geoid height was determined by GEOID99. TN1121 TN1121; North East Units Estimated Accuracy TN1121;SPC MT - 515,180. 203,590. MT (+/- 180 meters Scaled) TN1121 TN1121 SUPERSEDED SURVEY CONTROL TN1121 TN1121.No superseded survey control is available for this station. TN1121 TN1121_MARKER: I = METAL ROD TN1121_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) TN1121_STAMPING: L 508 RESET 1989 TN1121_MARK LOGO: NGS TN1121_PROJECTION: FLUSH TN1121_MAGNETIC: I = MARKER IS A STEEL ROD TN1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL TN1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TN1121+SATELLITE: SATELLITE OBSERVATIONS - 1989 TN1121_ROD/PIPE-DEPTH: 2.8 meters TN1121 TN1121 HISTORY - Date Condition Report By TN1121 HISTORY - 1989 MONUMENTED NGS TN1121 TN1121 STATION DESCRIPTION TN1121 TN1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 TN1121'TO REACH THE STATION FROM THE EUREKA TOWN HALL, GO SOUTHERLY ON U.S. TN1121'HIGHWAY 93 FOR 18.72 KM (11.63 MI) TO THE STATION ON THE RIGHT, TN1121'18.71 M (61.38 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE TN1121'NEW HIGHWAY, 5.60 M (18.37 FT) SOUTH-SOUTHWEST OF AN UTILITY SIGN AND TN1121'2.69 M (8.83 FT) EAST OF A POWERLINE POLE. TN1121'NOTE--THE STATION IS ALSO AN HORIZONTAL CONTROL POINT. THE TN1121'CONTROL AT STATION FORTINE WAS TRANSFERRED TO IT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 TN1118 *********************************************************************** TN1118 DESIGNATION - Q 502 RESET TN1118 PID - TN1118 TN1118 STATE/COUNTY- MT/LINCOLN TN1118 USGS QUAD - STRYKER (1983) TN1118 TN1118 *CURRENT SURVEY CONTROL TN1118 ___________________________________________________________________ TN1118* NAD 83(1986)- 48 43 35. (N) 114 50 56. (W) SCALED TN1118* NAVD 88 - 940.45 (meters) 3085.5 (feet) RESET TN1118 ___________________________________________________________________ TN1118 GEOID HEIGHT- -15.55 (meters) GEOID99 TN1118 TN1118 VERT ORDER - THIRD TN1118 TN1118.The horizontal coordinates were scaled from a topographic map and have TN1118.an estimated accuracy of +/- 6 seconds. TN1118 TN1118.The orthometric height was computed from unverified reset data. TN1118.No vertical observational check was made to the station. TN1118 TN1118.The geoid height was determined by GEOID99. TN1118 TN1118; North East Units Estimated Accuracy TN1118;SPC MT - 510,870. 206,840. MT (+/- 180 meters Scaled) TN1118 TN1118 SUPERSEDED SURVEY CONTROL TN1118 TN1118.No superseded survey control is available for this station. TN1118 TN1118_MARKER: I = METAL ROD TN1118_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) TN1118_STAMPING: Q 502 RESET 1989 TN1118_MARK LOGO: NGS TN1118_PROJECTION: FLUSH TN1118_MAGNETIC: I = MARKER IS A STEEL ROD TN1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL TN1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TN1118+SATELLITE: SATELLITE OBSERVATIONS - 1989 TN1118_ROD/PIPE-DEPTH: 3.3 meters TN1118 TN1118 HISTORY - Date Condition Report By TN1118 HISTORY - 1989 MONUMENTED NGS TN1118 TN1118 STATION DESCRIPTION TN1118 TN1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 TN1118'TO REACH FROM THE EUREKA TOWN HALL, GO SOUTHEAST ON U.S. HIGHWAY 93 TN1118'FOR 24.1 KM (14.98 MI) TO THE STATION ON THE LEFT, TN1118'0.16 KM (0.10 MI) WEST OF MILE POST 164, AT THE SOUTH TN1118'EDGE OF A PINE THICKET, 12.70 M (41.67 FT) NORTHWEST OF A RIGHT OF TN1118'WAY MARKER, 4.40 M (14.44 FT) SOUTHEAST OF WOODS ROAD AND 0.40 M TN1118'(1.31 FT) SOUTHEAST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 TN1119 *********************************************************************** TN1119 DESIGNATION - R 502 RESET TN1119 PID - TN1119 TN1119 STATE/COUNTY- MT/LINCOLN TN1119 USGS QUAD - STRYKER (1983) TN1119 TN1119 *CURRENT SURVEY CONTROL TN1119 ___________________________________________________________________ TN1119* NAD 83(1986)- 48 44 08. (N) 114 52 04. (W) SCALED TN1119* NAVD 88 - 916.21 (meters) 3005.9 (feet) RESET TN1119 ___________________________________________________________________ TN1119 GEOID HEIGHT- -15.59 (meters) GEOID99 TN1119 TN1119 VERT ORDER - THIRD TN1119 TN1119.The horizontal coordinates were scaled from a topographic map and have TN1119.an estimated accuracy of +/- 6 seconds. TN1119 TN1119.The orthometric height was computed from unverified reset data. TN1119.No vertical observational check was made to the station. TN1119 TN1119.The geoid height was determined by GEOID99. TN1119 TN1119; North East Units Estimated Accuracy TN1119;SPC MT - 511,980. 205,520. MT (+/- 180 meters Scaled) TN1119 TN1119 SUPERSEDED SURVEY CONTROL TN1119 TN1119.No superseded survey control is available for this station. TN1119 TN1119_MARKER: I = METAL ROD TN1119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) TN1119_STAMPING: R 502 RESET 1989 TN1119_MARK LOGO: NGS TN1119_PROJECTION: FLUSH TN1119_MAGNETIC: I = MARKER IS A STEEL ROD TN1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL TN1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TN1119+SATELLITE: SATELLITE OBSERVATIONS - 1989 TN1119_ROD/PIPE-DEPTH: 2.8 meters TN1119 TN1119 HISTORY - Date Condition Report By TN1119 HISTORY - 1989 MONUMENTED NGS TN1119 TN1119 STATION DESCRIPTION TN1119 TN1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 TN1119'TO REACH THE STATION FROM THE EUREKA TOWN HALL, GO SOUTHERLY ON U.S. TN1119'HIGHWAY 93 FOR 20.9 KM (12.99 MI) TO THE MURPHY LAKE RANGER STATION TN1119'ON THE LEFT, 24.3 M (79.72 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER TN1119'OF THE MAIN BUILDING, 19.75 M (64.80 FT) EAST OF A MANHOLE TO A SEWER TN1119'LINE AND 2.0 M (6.56 FT) WEST OF THE FLAGPOLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 TN0379 *********************************************************************** TN0379 DESIGNATION - S 116 RESET TN0379 PID - TN0379 TN0379 STATE/COUNTY- MT/LINCOLN TN0379 USGS QUAD - KOOTENAI FALLS (1983) TN0379 TN0379 *CURRENT SURVEY CONTROL TN0379 ___________________________________________________________________ TN0379* NAD 83(1986)- 48 23 29. (N) 115 49 37. (W) SCALED TN0379* NAVD 88 - 726.75 (meters) 2384.3 (feet) RESET TN0379 ___________________________________________________________________ TN0379 GEOID HEIGHT- -16.17 (meters) GEOID99 TN0379 TN0379 VERT ORDER - THIRD TN0379 TN0379.The horizontal coordinates were scaled from a topographic map and have TN0379.an estimated accuracy of +/- 6 seconds. TN0379 TN0379.The orthometric height was computed from unverified reset data. TN0379 TN0379.The geoid height was determined by GEOID99. TN0379 TN0379; North East Units Estimated Accuracy TN0379;SPC MT - 479,110. 132,090. MT (+/- 180 meters Scaled) TN0379 TN0379 SUPERSEDED SURVEY CONTROL TN0379 TN0379.No superseded survey control is available for this station. TN0379 TN0379_MARKER: DB = BENCH MARK DISK TN0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT TN0379_STAMPING: S 116 RESET 1955 TN0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TN0379+STABILITY: SURFACE MOTION TN0379 TN0379 HISTORY - Date Condition Report By TN0379 HISTORY - 1955 MONUMENTED CGS TN0379 HISTORY - 1956 GOOD NGS TN0379 TN0379 STATION DESCRIPTION TN0379 TN0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 TN0379'7.6 MI S FROM TROY. TN0379'7.6 MILES SOUTH ALONG THE BULL LAKE ROAD FROM TROY, 0.1 MILE NORTH OF TN0379'A SMALL FARMHOUSE, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 2 TN0379'FEET SOUTH OF A FENCE CORNER. A STANDARD DISK, STAMPED S 116 RESET TN0379'1955 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 TN1120 *********************************************************************** TN1120 DESIGNATION - S 502 RESET TN1120 PID - TN1120 TN1120 STATE/COUNTY- MT/LINCOLN TN1120 USGS QUAD - EDNA MOUNTAIN (1983) TN1120 TN1120 *CURRENT SURVEY CONTROL TN1120 ___________________________________________________________________ TN1120* NAD 83(1986)- 48 44 49. (N) 114 52 46. (W) SCALED TN1120* NAVD 88 - 920.26 (meters) 3019.2 (feet) RESET TN1120 ___________________________________________________________________ TN1120 GEOID HEIGHT- -15.61 (meters) GEOID99 TN1120 TN1120 VERT ORDER - THIRD TN1120 TN1120.The horizontal coordinates were scaled from a topographic map and have TN1120.an estimated accuracy of +/- 6 seconds. TN1120 TN1120.The orthometric height was computed from unverified reset data. TN1120.No vertical observational check was made to the station. TN1120 TN1120.The geoid height was determined by GEOID99. TN1120 TN1120; North East Units Estimated Accuracy TN1120;SPC MT - 513,310. 204,760. MT (+/- 180 meters Scaled) TN1120 TN1120 SUPERSEDED SURVEY CONTROL TN1120 TN1120.No superseded survey control is available for this station. TN1120 TN1120_MARKER: I = METAL ROD TN1120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) TN1120_STAMPING: S 502 RESET 1989 TN1120_MARK LOGO: NGS TN1120_PROJECTION: FLUSH TN1120_MAGNETIC: I = MARKER IS A STEEL ROD TN1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL TN1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TN1120+SATELLITE: SATELLITE OBSERVATIONS - 1989 TN1120_ROD/PIPE-DEPTH: 3.0 meters TN1120 TN1120 HISTORY - Date Condition Report By TN1120 HISTORY - 1989 MONUMENTED NGS TN1120 TN1120 STATION DESCRIPTION TN1120 TN1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 TN1120'TO REACH THE STATION FROM THE EUREKA TOWN HALL, GO SOUTHERLY ON U.S. TN1120'HIGHWAY 93 FOR 21.0 KM (13.05 MI) TO THE STATION ON THE LEFT, TN1120'19.41 M (63.68 FT) EAST OF THE OLD MARK, 7.70 M TN1120'(25.26 FT) SOUTHWEST OF A DOUBLE TRUNKED LODGE POLE PINE TREE AND TN1120'4.88 M (16.01 FT) NORTHEAST OF A POWERLINE POLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 TN1122 *********************************************************************** TN1122 DESIGNATION - T 502 RESET TN1122 PID - TN1122 TN1122 STATE/COUNTY- MT/LINCOLN TN1122 USGS QUAD - FORTINE (1983) TN1122 TN1122 *CURRENT SURVEY CONTROL TN1122 ___________________________________________________________________ TN1122* NAD 83(1986)- 48 46 27. (N) 114 54 07. (W) SCALED TN1122* NAVD 88 - 890.38 (meters) 2921.2 (feet) RESET TN1122 ___________________________________________________________________ TN1122 GEOID HEIGHT- -15.66 (meters) GEOID99 TN1122 TN1122 VERT ORDER - THIRD TN1122 TN1122.The horizontal coordinates were scaled from a topographic map and have TN1122.an estimated accuracy of +/- 6 seconds. TN1122 TN1122.The orthometric height was computed from unverified reset data. TN1122.No vertical observational check was made to the station. TN1122 TN1122.The geoid height was determined by GEOID99. TN1122 TN1122; North East Units Estimated Accuracy TN1122;SPC MT - 516,440. 203,310. MT (+/- 180 meters Scaled) TN1122 TN1122 SUPERSEDED SURVEY CONTROL TN1122 TN1122.No superseded survey control is available for this station. TN1122 TN1122_MARKER: I = METAL ROD TN1122_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) TN1122_STAMPING: T 502 RESET 1989 TN1122_MARK LOGO: NGS TN1122_PROJECTION: FLUSH TN1122_MAGNETIC: I = MARKER IS A STEEL ROD TN1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL TN1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TN1122+SATELLITE: SATELLITE OBSERVATIONS - 1989 TN1122_ROD/PIPE-DEPTH: 2.9 meters TN1122 TN1122 HISTORY - Date Condition Report By TN1122 HISTORY - 1989 MONUMENTED NGS TN1122 TN1122 STATION DESCRIPTION TN1122 TN1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 TN1122'TO REACH THE STATION FROM THE TOWN HALL IN EUREKA, GO SOUTHERLY ON U TN1122'.S. HIGHWAY 93 FOR 17.44 KM (10.84 MI) TO CRYSTAL LAKE ROAD ON THE TN1122'LEFT AND THE STATION, TN1122'0.30 M (0.98 FT) SOUTHEAST OF A WITNESS POST, 1.0 M TN1122'(3.28 FT) SOUTHEAST OF A POWER POLE, 1.45 M (4.76 FT) EAST OF A FENCE TN1122'CORNER AND A CRYSTAL LAKE SIGN AND 5.40 M (17.72 FT) SOUTHEAST OF THE TN1122'CENTER OF CRYSTAL LAKE ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 TN1116 *********************************************************************** TN1116 DESIGNATION - W 502 RESET TN1116 PID - TN1116 TN1116 STATE/COUNTY- MT/LINCOLN TN1116 USGS QUAD - FORTINE (1983) TN1116 TN1116 *CURRENT SURVEY CONTROL TN1116 ___________________________________________________________________ TN1116* NAD 83(1986)- 48 48 39. (N) 114 57 12. (W) SCALED TN1116* NAVD 88 - 852.99 (meters) 2798.5 (feet) RESET TN1116 ___________________________________________________________________ TN1116 GEOID HEIGHT- -15.71 (meters) GEOID99 TN1116 TN1116 VERT ORDER - THIRD TN1116 TN1116.The horizontal coordinates were scaled from a topographic map and have TN1116.an estimated accuracy of +/- 6 seconds. TN1116 TN1116.The orthometric height was computed from unverified reset data. TN1116.No vertical observational check was made to the station. TN1116 TN1116.The geoid height was determined by GEOID99. TN1116 TN1116; North East Units Estimated Accuracy TN1116;SPC MT - 520,770. 199,830. MT (+/- 180 meters Scaled) TN1116 TN1116 SUPERSEDED SURVEY CONTROL TN1116 TN1116.No superseded survey control is available for this station. TN1116 TN1116_MARKER: I = METAL ROD TN1116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) TN1116_STAMPING: W 502 RESET 1991 TN1116_MARK LOGO: NGS TN1116_PROJECTION: FLUSH TN1116_MAGNETIC: I = MARKER IS A STEEL ROD TN1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL TN1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TN1116+SATELLITE: SATELLITE OBSERVATIONS - 1991 TN1116_ROD/PIPE-DEPTH: 1.7 meters TN1116 TN1116 HISTORY - Date Condition Report By TN1116 HISTORY - 1991 MONUMENTED MTDH TN1116 TN1116 STATION DESCRIPTION TN1116 TN1116'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1991 TN1116'TO REACH FROM THE TOWN HALL IN EUREKA, GO SOUTHEAST ON U.S. HIGHWAY TN1116'93 FOR 8.15 MI (13.12 KM) TO THE STATION ON THE LEFT AT MILE POST TN1116'171. THE STATION IS 110.0 FT (33.53 M) EAST OF THE CENTER OF THE NEW TN1116'HIGHWAY, 9.0 FT (2.74 M) EAST OF THE RIGHT OF WAY AND 1.4 FT (0.43 M) TN1116'SOUTHWEST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 TN1117 *********************************************************************** TN1117 DESIGNATION - X 502 RESET TN1117 PID - TN1117 TN1117 STATE/COUNTY- MT/LINCOLN TN1117 USGS QUAD - FORTINE (1983) TN1117 TN1117 *CURRENT SURVEY CONTROL TN1117 ___________________________________________________________________ TN1117* NAD 83(1986)- 48 49 33. (N) 114 57 23. (W) SCALED TN1117* NAVD 88 - 851.78 (meters) 2794.5 (feet) RESET TN1117 ___________________________________________________________________ TN1117 GEOID HEIGHT- -15.71 (meters) GEOID99 TN1117 TN1117 VERT ORDER - THIRD TN1117 TN1117.The horizontal coordinates were scaled from a topographic map and have TN1117.an estimated accuracy of +/- 6 seconds. TN1117 TN1117.The orthometric height was computed from unverified reset data. TN1117.No vertical observational check was made to the station. TN1117 TN1117.The geoid height was determined by GEOID99. TN1117 TN1117; North East Units Estimated Accuracy TN1117;SPC MT - 522,450. 199,720. MT (+/- 180 meters Scaled) TN1117 TN1117 SUPERSEDED SURVEY CONTROL TN1117 TN1117.No superseded survey control is available for this station. TN1117 TN1117_MARKER: DD = SURVEY DISK TN1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT TN1117_STAMPING: X 502 RESET 1991 TN1117_MARK LOGO: MTDH TN1117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET TN1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TN1117+STABILITY: SURFACE MOTION TN1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TN1117+SATELLITE: SATELLITE OBSERVATIONS - 1991 TN1117 TN1117 HISTORY - Date Condition Report By TN1117 HISTORY - 1991 MONUMENTED MTDH TN1117 TN1117 STATION DESCRIPTION TN1117 TN1117'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1991 TN1117'FROM THE TOWN HALL IN EUREKA, GO SOUTHEAST ON U.S. HIGHWAY 93 6.1 MI TN1117'(9.82 KM) TO THE MARK ON THE LEFT, AT A GRAVEL ROAD LEADING TN1117'NORTHWEST, IN CONCRETE, FLUSH WITH GROUND, 5.3 M (17.39 FT) EAST OF TN1117'THE CENTER OF A DIRT ROAD, 0.4 M (1.31 FT) NORTHWEST OF A WITNESS TN1117'POST AND ON THE NORTHEAST RIGHT OF WAY.