1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0361 *********************************************************************** RN0361 DESIGNATION - 6916 B 5 RN0361 PID - RN0361 RN0361 STATE/COUNTY- MN/ST LOUIS RN0361 USGS QUAD - ADOLPH (1993) RN0361 RN0361 *CURRENT SURVEY CONTROL RN0361 ___________________________________________________________________ RN0361* NAD 83(1996)- 46 50 50.33138(N) 092 16 00.80716(W) ADJUSTED RN0361* NAVD 88 - 437.091 (meters) 1434.02 (feet) ADJUSTED RN0361 ___________________________________________________________________ RN0361 LAPLACE CORR- 5.68 (seconds) DEFLEC99 RN0361 GEOID HEIGHT- -28.40 (meters) GEOID99 RN0361 DYNAMIC HT - 437.123 (meters) 1434.13 (feet) COMP RN0361 MODELED GRAV- 980,674.3 (mgal) NAVD 88 RN0361 RN0361 HORZ ORDER - THIRD RN0361 VERT ORDER - SECOND CLASS 0 RN0361 RN0361.The horizontal coordinates were established by classical geodetic methods RN0361.and adjusted by the National Geodetic Survey in March 1999. RN0361.No horizontal observational check was made to the station. RN0361 RN0361.The orthometric height was determined by differential leveling RN0361.and adjusted by the National Geodetic Survey in June 1991. RN0361 RN0361.The Laplace correction was computed from DEFLEC99 derived deflections. RN0361 RN0361.The geoid height was determined by GEOID99. RN0361 RN0361.The dynamic height is computed by dividing the NAVD 88 RN0361.geopotential number by the normal gravity value computed on the RN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN0361.degrees latitude (g = 980.6199 gals.). RN0361 RN0361.The modeled gravity was interpolated from observed gravity values. RN0361 RN0361; North East Units Scale Converg. RN0361;SPC MN N - 138,955.607 863,545.182 MT 1.00005014 +0 37 03.1 RN0361;SPC MN C - 307,220.094 951,234.931 MT 0.99996201 +1 26 04.4 RN0361;UTM 15 - 5,188,457.802 555,893.525 MT 0.99963840 +0 32 05.4 RN0361 RN0361 SUPERSEDED SURVEY CONTROL RN0361 RN0361 NAD 83(1986)- 46 50 50.32531(N) 092 16 00.80821(W) AD( ) 3 RN0361 NAD 27 - 46 50 50.53715(N) 092 16 00.11954(W) AD( ) 3 RN0361 NGVD 29 - 437.03 (m) 1433.8 (f) COMPUTED 2 0 RN0361 RN0361.Superseded values are not recommended for survey control. RN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0361.See file dsdata.txt to determine how the superseded data were derived. RN0361 RN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5589488458(NAD 83) RN0361_MARKER: DB = BENCH MARK DISK RN0361_SETTING: 65 = UNSPEC. ROCK RN0361_STAMPING: 6916 B 5 1972 RN0361_MARK LOGO: MNDT RN0361_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RN0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN0361+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992 RN0361 RN0361 HISTORY - Date Condition Report By RN0361 HISTORY - 1972 MONUMENTED MNDT RN0361 HISTORY - 1974 GOOD MNDT RN0361 HISTORY - 19921020 GOOD MNDT RN0361 HISTORY - 20021102 GOOD USPSQD RN0361 RN0361 STATION DESCRIPTION RN0361 RN0361'DESCRIBED BY MN DEPT OF TRANSP 1972 RN0361'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 6916 B5 RN0361'1972, IS SET IN A DRILL HOLE NEAR THE CENTER OF A 10 FOOT BY 12 RN0361'FOOT BY 3 FOOT HIGH ROCK. THE MARK IS ABOUT 2475 FEET NORTHWEST RN0361'OF STATION FAS MNHD 1975, 49.8 FEET SOUTHWEST OF THE RN0361'CENTERLINE OF THE SOUTH-BOUND LANE OF TRUNK HIGHWAY 53, 119.0 RN0361'FEET SOUTHEAST OF THE CENTER OF AN ENTRANCE TO A ONE-STORY GRAY RN0361'FRAME HOUSE, 104.5 FEET SOUTHEAST OF THE SOUTHEAST END OF A RN0361'CORRUGATED METAL CULVERT UNDER AN ENTRANCE SOUTHWEST, 5.8 FEET RN0361'SOUTHWEST OF A STEEL WITNESS POST, AND IT IS ABOUT LEVEL WITH THE RN0361'HIGHWAY. RN0361 RN0361 STATION RECOVERY (1974) RN0361 RN0361'RECOVERY NOTE BY MN DEPT OF TRANSP 1974 RN0361'0.8 MI SE FROM FOUR CORNERS. RN0361'THE MARK IS LOCATED 0.4 MILE NORTHWEST ALONG TRUNK HIGHWAY 53 FROM THE RN0361'WEST JUNCTION OF TRUNK HIGHWAY 53 AND 194 (1.2 MILES SOUTHEAST OF FOUR RN0361'CORNERS), AND IS 0.1 MILE NORTHWEST OF ENTRANCE TO ARROWHEAD CONCRETE RN0361'WORKS. IT IS 49.8 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY RN0361'53 SOUTHBOUND AT MILEPOINT 11.9, 119.0 FEET SOUTHEAST OF THE CENTER OF RN0361'ENTRANCE TO A ONE-STORY GRAY FRAME HOUSE, AND 104.5 FEET SOUTHEAST OF RN0361'SOUTHEAST END OF A CORRUGATED METAL PIPE UNDER THE ENTRANCE RN0361'(SOUTHWEST). IT IS SET IN A DRILL HOLE NEAR THE CENTER OF A 10 FOOT RN0361'BY 12 FOOT BY 3 FOOT HIGH ROCK, AND IS 5.8 FEET SOUTHWEST OF A STEEL RN0361'WITNESS POST. IT IS ABOUT LEVEL WITH THE HIGHWAY. NE 1/4 SECTION 5, RN0361'T 50N, R 15W. RN0361 RN0361 STATION RECOVERY (1992) RN0361 RN0361'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN0361'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AT RN0361'TH 53 MP 12.1. RN0361 RN0361 STATION RECOVERY (2002) RN0361 RN0361'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF) RN0361'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1044 *********************************************************************** RN1044 DESIGNATION - 6916 M RN1044 PID - RN1044 RN1044 STATE/COUNTY- MN/ST LOUIS RN1044 USGS QUAD - INDEPENDENCE (1981) RN1044 RN1044 *CURRENT SURVEY CONTROL RN1044 ___________________________________________________________________ RN1044* NAD 83(1986)- 46 57 19. (N) 092 27 24. (W) SCALED RN1044* NAVD 88 - 412.668 (meters) 1353.89 (feet) ADJUSTED RN1044 ___________________________________________________________________ RN1044 GEOID HEIGHT- -28.98 (meters) GEOID99 RN1044 DYNAMIC HT - 412.694 (meters) 1353.98 (feet) COMP RN1044 MODELED GRAV- 980,663.7 (mgal) NAVD 88 RN1044 RN1044 VERT ORDER - SECOND CLASS I RN1044 RN1044.The horizontal coordinates were scaled from a topographic map and have RN1044.an estimated accuracy of +/- 6 seconds. RN1044 RN1044.The orthometric height was determined by differential leveling RN1044.and adjusted by the National Geodetic Survey in June 1991. RN1044 RN1044.The geoid height was determined by GEOID99. RN1044 RN1044.The dynamic height is computed by dividing the NAVD 88 RN1044.geopotential number by the normal gravity value computed on the RN1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN1044.degrees latitude (g = 980.6199 gals.). RN1044 RN1044.The modeled gravity was interpolated from observed gravity values. RN1044 RN1044; North East Units Estimated Accuracy RN1044;SPC MN N - 150,820. 848,970. MT (+/- 180 meters Scaled) RN1044 RN1044 SUPERSEDED SURVEY CONTROL RN1044 RN1044.No superseded survey control is available for this station. RN1044 RN1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN413003(NAD 83) RN1044_MARKER: DB = BENCH MARK DISK RN1044_SETTING: 38 = BRDG ABUT RN1044_STAMPING: 6916 M 1970 RN1044_MARK LOGO: MNDT RN1044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET RN1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RN1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN1044+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992 RN1044 RN1044 HISTORY - Date Condition Report By RN1044 HISTORY - 1970 MONUMENTED MNDT RN1044 HISTORY - 1978 GOOD MNDT RN1044 HISTORY - 19920902 GOOD MNDT RN1044 RN1044 STATION DESCRIPTION RN1044 RN1044'DESCRIBED BY MN DEPT OF TRANSP 1978 RN1044'8.0 MI NORTH FROM SAGINAW. RN1044'THE MARK IS LOCATED 8.1 MILES NORTH ALONG TRUNK HIGHWAY 33 FROM THE RN1044'JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY 2 SOUTHWEST OF SAGINAW, RN1044'5.9 MILES SOUTH ALONG TRUNK HIGHWAY 53 FROM THE INTERSECTION OF TRUNK RN1044'HIGHWAY 53 AND COUNTY ROAD 152, IN CANYON, AT THE JUNCTION OF TRUNK RN1044'HIGHWAY 33 AND TRUNK HIGHWAY 53 AT INDEPENDENCE, AT TRUNK HIGHWAY 33 RN1044'MILE POINT 19.35 AND TRUNK HIGHWAY 53 MILE POINT 24.1. IT IS 14.1 FT. RN1044'SOUTHEAST OF AND ABOUT 1 FT. HIGHER THAN THE CENTERLINE OF TRUNK RN1044'HIGHWAY 33 NORTHBOUND. RN1044 RN1044 STATION RECOVERY (1992) RN1044 RN1044'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN1044'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1049 *********************************************************************** RN1049 DESIGNATION - 6917 A RN1049 PID - RN1049 RN1049 STATE/COUNTY- MN/ST LOUIS RN1049 USGS QUAD - INDEPENDENCE (1981) RN1049 RN1049 *CURRENT SURVEY CONTROL RN1049 ___________________________________________________________________ RN1049* NAD 83(1986)- 46 57 28. (N) 092 27 34. (W) SCALED RN1049* NAVD 88 - 399.300 (meters) 1310.04 (feet) ADJUSTED RN1049 ___________________________________________________________________ RN1049 GEOID HEIGHT- -28.99 (meters) GEOID99 RN1049 DYNAMIC HT - 399.324 (meters) 1310.12 (feet) COMP RN1049 MODELED GRAV- 980,663.7 (mgal) NAVD 88 RN1049 RN1049 VERT ORDER - SECOND CLASS I RN1049 RN1049.The horizontal coordinates were scaled from a topographic map and have RN1049.an estimated accuracy of +/- 6 seconds. RN1049 RN1049.The orthometric height was determined by differential leveling RN1049.and adjusted by the National Geodetic Survey in June 1991. RN1049 RN1049.The geoid height was determined by GEOID99. RN1049 RN1049.The dynamic height is computed by dividing the NAVD 88 RN1049.geopotential number by the normal gravity value computed on the RN1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN1049.degrees latitude (g = 980.6199 gals.). RN1049 RN1049.The modeled gravity was interpolated from observed gravity values. RN1049 RN1049; North East Units Estimated Accuracy RN1049;SPC MN N - 151,100. 848,760. MT (+/- 180 meters Scaled) RN1049 RN1049 SUPERSEDED SURVEY CONTROL RN1049 RN1049.No superseded survey control is available for this station. RN1049 RN1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN411006(NAD 83) RN1049_MARKER: DB = BENCH MARK DISK RN1049_SETTING: 38 = BRDG ABUT RN1049_STAMPING: 6917 A 1967 RN1049_MARK LOGO: MNDT RN1049_MAGNETIC: O = OTHER; SEE DESCRIPTION RN1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RN1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN1049+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992 RN1049 RN1049 HISTORY - Date Condition Report By RN1049 HISTORY - 1967 MONUMENTED MNDT RN1049 HISTORY - 1978 GOOD MNDT RN1049 HISTORY - 19920902 GOOD MNDT RN1049 RN1049 STATION DESCRIPTION RN1049 RN1049'DESCRIBED BY MN DEPT OF TRANSP 1978 RN1049'5.8 MI SOUTH FROM CANYON. RN1049'THE MARK IS LOCATED 5.8 MILES SOUTH ALONG TRUNK HIGHWAY 53 FROM THE RN1049'INTERSECTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 152 AT CANYON, ABOUT RN1049'0.35 MILES NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK RN1049'HIGHWAY 53 AT INDEPENDENCE, AT THE TRUNK HIGHWAY 53 SOUTHBOUND BRIDGE RN1049'OVER THE CLOQUET RIVER OF TRUNK HIGHWAY 53 MILEPOINT 24.25. IT IS RN1049'21.2 FT. NORTHEAST OF THE CENTERLINE OF SOUTHBOUND TRUNK HIGHWAY 53. RN1049'DISK IS SET IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF BRIDGE RN1049'NUMBER 3232, TRUNK HIGHWAY 53 SOUTHBOUND OVER THE CLOQUET RIVER. RN1049 RN1049 STATION RECOVERY (1992) RN1049 RN1049'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN1049'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1048 *********************************************************************** RN1048 DESIGNATION - 6917 D RN1048 PID - RN1048 RN1048 STATE/COUNTY- MN/ST LOUIS RN1048 USGS QUAD - INDEPENDENCE (1981) RN1048 RN1048 *CURRENT SURVEY CONTROL RN1048 ___________________________________________________________________ RN1048* NAD 83(1986)- 46 57 33. (N) 092 27 32. (W) SCALED RN1048* NAVD 88 - 400.238 (meters) 1313.11 (feet) ADJUSTED RN1048 ___________________________________________________________________ RN1048 GEOID HEIGHT- -29.00 (meters) GEOID99 RN1048 DYNAMIC HT - 400.262 (meters) 1313.19 (feet) COMP RN1048 MODELED GRAV- 980,663.7 (mgal) NAVD 88 RN1048 RN1048 VERT ORDER - SECOND CLASS I RN1048 RN1048.The horizontal coordinates were scaled from a topographic map and have RN1048.an estimated accuracy of +/- 6 seconds. RN1048 RN1048.The orthometric height was determined by differential leveling RN1048.and adjusted by the National Geodetic Survey in June 1991. RN1048 RN1048.The geoid height was determined by GEOID99. RN1048 RN1048.The dynamic height is computed by dividing the NAVD 88 RN1048.geopotential number by the normal gravity value computed on the RN1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN1048.degrees latitude (g = 980.6199 gals.). RN1048 RN1048.The modeled gravity was interpolated from observed gravity values. RN1048 RN1048; North East Units Estimated Accuracy RN1048;SPC MN N - 151,250. 848,800. MT (+/- 180 meters Scaled) RN1048 RN1048 SUPERSEDED SURVEY CONTROL RN1048 RN1048.No superseded survey control is available for this station. RN1048 RN1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN411007(NAD 83) RN1048_MARKER: DB = BENCH MARK DISK RN1048_SETTING: 38 = BRDG ABUT RN1048_STAMPING: 6917 D 1970 RN1048_MARK LOGO: MNDT RN1048_MAGNETIC: O = OTHER; SEE DESCRIPTION RN1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RN1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN1048+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992 RN1048 RN1048 HISTORY - Date Condition Report By RN1048 HISTORY - 1970 MONUMENTED MNDT RN1048 HISTORY - 1978 GOOD MNDT RN1048 HISTORY - 19920902 GOOD MNDT RN1048 RN1048 STATION DESCRIPTION RN1048 RN1048'DESCRIBED BY MN DEPT OF TRANSP 1978 RN1048'5.7 MI SOUTH FROM CANYON. RN1048'THE MARK IS LOCATED 5.7 MILES SOUTH ALONG TRUNK HIGHWAY 53 FROM THE RN1048'INTERSECTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 152 AT CANYON, 0.3 RN1048'MILE NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY RN1048'33 OF INDEPENDENCE, AT THE NORTHBOUND TRUNK HIGHWAY 53 BRIDGE OVER THE RN1048'CLOQUET RIVER AT TRUNK HIGHWAY 53 MILEPOINT 24.3. IT IS 19.3 FT. RN1048'NORTHEAST OF THE CENTERLINE OF NORTHBOUND TRUNK HIGHWAY 53. DISK IS RN1048'SET IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER RN1048'69030, NORTHBOUND TRUNK HIGHWAY 53 OVER THE CLOQUET RIVER. RN1048 RN1048 STATION RECOVERY (1992) RN1048 RN1048'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN1048'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0360 *********************************************************************** RN0360 DESIGNATION - 6932 A RN0360 PID - RN0360 RN0360 STATE/COUNTY- MN/ST LOUIS RN0360 USGS QUAD - ADOLPH (1993) RN0360 RN0360 *CURRENT SURVEY CONTROL RN0360 ___________________________________________________________________ RN0360* NAD 83(1996)- 46 50 38.46359(N) 092 15 43.67514(W) ADJUSTED RN0360* NAVD 88 - 430.876 (meters) 1413.63 (feet) ADJUSTED RN0360 ___________________________________________________________________ RN0360 LAPLACE CORR- 5.62 (seconds) DEFLEC99 RN0360 GEOID HEIGHT- -28.39 (meters) GEOID99 RN0360 DYNAMIC HT - 430.909 (meters) 1413.74 (feet) COMP RN0360 MODELED GRAV- 980,676.6 (mgal) NAVD 88 RN0360 RN0360 HORZ ORDER - THIRD RN0360 VERT ORDER - SECOND CLASS 0 RN0360 RN0360.The horizontal coordinates were established by classical geodetic methods RN0360.and adjusted by the National Geodetic Survey in March 1999. RN0360.No horizontal observational check was made to the station. RN0360 RN0360.The orthometric height was determined by differential leveling RN0360.and adjusted by the National Geodetic Survey in June 1991. RN0360 RN0360.The Laplace correction was computed from DEFLEC99 derived deflections. RN0360 RN0360.The geoid height was determined by GEOID99. RN0360 RN0360.The dynamic height is computed by dividing the NAVD 88 RN0360.geopotential number by the normal gravity value computed on the RN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN0360.degrees latitude (g = 980.6199 gals.). RN0360 RN0360.The modeled gravity was interpolated from observed gravity values. RN0360 RN0360; North East Units Scale Converg. RN0360;SPC MN N - 138,593.057 863,912.124 MT 1.00005112 +0 37 15.8 RN0360;SPC MN C - 306,862.844 951,606.972 MT 0.99996149 +1 26 16.8 RN0360;UTM 15 - 5,188,094.872 556,259.792 MT 0.99963890 +0 32 17.8 RN0360 RN0360 SUPERSEDED SURVEY CONTROL RN0360 RN0360 NAD 83(1986)- 46 50 38.45755(N) 092 15 43.67622(W) AD( ) 3 RN0360 NAD 27 - 46 50 38.66953(N) 092 15 42.98787(W) AD( ) 3 RN0360 NGVD 29 - 430.81 (m) 1413.4 (f) COMPUTED 2 0 RN0360 RN0360.Superseded values are not recommended for survey control. RN0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0360.See file dsdata.txt to determine how the superseded data were derived. RN0360 RN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5626088095(NAD 83) RN0360_MARKER: DD = SURVEY DISK RN0360_SETTING: 30 = CULVERT RN0360_STAMPING: 6932 A 1974 RN0360_MARK LOGO: MNDT RN0360_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY RN0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN0360+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992 RN0360 RN0360 HISTORY - Date Condition Report By RN0360 HISTORY - 1974 MONUMENTED MNDT RN0360 HISTORY - 1975 GOOD MNDT RN0360 HISTORY - 19921020 GOOD MNDT RN0360 HISTORY - 20021102 GOOD USPSQD RN0360 RN0360 STATION DESCRIPTION RN0360 RN0360'DESCRIBED BY MN DEPT OF TRANSP 1974 RN0360'1.1 MI SE FROM FOUR CORNERS. RN0360'THE MARK IS LOCATED 0.1 MILE WEST ALONG TRUNK HIGHWAY 194 FROM THE RN0360'WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194 (1.2 MILES SOUTHEAST OF RN0360'FOUR CORNERS). IT IS 27.0 FEET SOUTH OF THE CENTERLINE OF TRUNK RN0360'HIGHWAY 194 AT ENGINEERS STATIONING 12+24 (MILEPOINT 7.45). IT IS SET RN0360'IN A DRILL HOLE IN THE SOUTHEAST HEADWALL OF A 5 FOOT BY 7 FOOT RN0360'CONCRETE BOX CULVERT (TRUNK HIGHWAY 194 OVER SMALL CREEK), AND IS RN0360'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY. SE 1/4 SECTION 5, T 50N, RN0360'R 15W. RN0360 RN0360 STATION RECOVERY (1975) RN0360 RN0360'RECOVERY NOTE BY MN DEPT OF TRANSP 1975 RN0360'THE MARK IS A STANDARD MNHD VCM (VERTICAL CONTROL RN0360'MONUMENT) DISK STAMPED 6932A 1974, IS SET IN A DRILL HOLE IN THE RN0360'SOUTHEAST HEADWALL OF A 5 FOOT BY 7 FOOT CONCRETE BOX CULVERT RN0360'(TRUNK HIGHWAY 194 OVER A SMALL CREEK). THE MARK IS ABOUT 997 RN0360'FEET WEST OF STATION FAS MNHD 1975, 27.0 FEET SOUTH OF THE RN0360'CENTERLINE OF TRUNK HIGHWAY 194, AND IT IS ABOUT 3 FEET BELOW THE RN0360'LEVEL OF THE HIGHWAY. RN0360 RN0360 STATION RECOVERY (1992) RN0360 RN0360'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN0360'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS RN0360'1100 FT (335.3 M) EAST OF THE WEST JCT OF TH 194 AND TH 53, AT TH 53 RN0360'MP 7.5. RN0360 RN0360 STATION RECOVERY (2002) RN0360 RN0360'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF) RN0360'THE MARK WAS BURIED UNDER 3 TO 6 INCHES OF SOIL. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0362 *********************************************************************** RN0362 DESIGNATION - 6932 B RN0362 PID - RN0362 RN0362 STATE/COUNTY- MN/ST LOUIS RN0362 USGS QUAD - ADOLPH (1993) RN0362 RN0362 *CURRENT SURVEY CONTROL RN0362 ___________________________________________________________________ RN0362* NAD 83(1986)- 46 50 39. (N) 092 15 57. (W) SCALED RN0362* NAVD 88 - 434.270 (meters) 1424.77 (feet) ADJUSTED RN0362 ___________________________________________________________________ RN0362 GEOID HEIGHT- -28.39 (meters) GEOID99 RN0362 DYNAMIC HT - 434.303 (meters) 1424.88 (feet) COMP RN0362 MODELED GRAV- 980,675.2 (mgal) NAVD 88 RN0362 RN0362 VERT ORDER - SECOND CLASS 0 RN0362 RN0362.The horizontal coordinates were scaled from a topographic map and have RN0362.an estimated accuracy of +/- 6 seconds. RN0362 RN0362.The orthometric height was determined by differential leveling RN0362.and adjusted by the National Geodetic Survey in June 1991. RN0362 RN0362.The geoid height was determined by GEOID99. RN0362 RN0362.The dynamic height is computed by dividing the NAVD 88 RN0362.geopotential number by the normal gravity value computed on the RN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN0362.degrees latitude (g = 980.6199 gals.). RN0362 RN0362.The modeled gravity was interpolated from observed gravity values. RN0362 RN0362; North East Units Estimated Accuracy RN0362;SPC MN N - 138,610. 863,630. MT (+/- 180 meters Scaled) RN0362 RN0362 SUPERSEDED SURVEY CONTROL RN0362 RN0362 NGVD 29 - 434.21 (m) 1424.6 (f) COMPUTED 2 0 RN0362 RN0362.Superseded values are not recommended for survey control. RN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0362.See file dsdata.txt to determine how the superseded data were derived. RN0362 RN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM559881(NAD 83) RN0362_MARKER: DB = BENCH MARK DISK RN0362_SETTING: 66 = SET IN ROCK OUTCROP RN0362_STAMPING: 6932 B 1974 RN0362_MARK LOGO: MNDT RN0362_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD RN0362+STABILITY: POSITION/ELEVATION WELL RN0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN0362+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992 RN0362 RN0362 HISTORY - Date Condition Report By RN0362 HISTORY - 1974 MONUMENTED MNDT RN0362 HISTORY - 19921020 GOOD MNDT RN0362 HISTORY - 20021102 GOOD USPSQD RN0362 RN0362 STATION DESCRIPTION RN0362 RN0362'DESCRIBED BY MN DEPT OF TRANSP 1974 RN0362'0.9 MI SE FROM FOUR CORNERS. RN0362'THE MARK IS LOCATED 0.3 MILES WEST ALONG TRUNK HIGHWAY 194 FROM THE RN0362'WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194 (1.2 MILES SOUTHEAST OF RN0362'FOUR CORNERS), AND IS 0.7 MILE EAST OF MIDWAY ROAD (COUNTY ROAD 13). RN0362'IT IS 52.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 194 RN0362'(MILEPOINT 7.3), 91.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RN0362'TWO-STORY GREEN STUCCO HOUSE (NUMBER 3771), 59.0 FEET EAST OF DRIVEWAY RN0362'TO THE HOUSE, 47.0 FEET WEST OF WEST END OF 15 INCH CORRUGATED METAL RN0362'PIPE UNDER DRIVEWAY, AND 41.0 FEET SOUTH OF TELEPHONE POLE NUMBER 7. RN0362'IT IS SET IN A DRILL HOLE WHICH IS 4 FEET EAST OF THE WEST END OF A 10 RN0362'FOOT BY 40 FOOT GRANITE LEDGE. NE 1/4 SECTION 5, T 50N, R 15W. RN0362 RN0362 STATION RECOVERY (1992) RN0362 RN0362'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN0362'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS RN0362'91.5 FT (27.9 M) SE OF SE COR OF HOUSE NO 5569, AND THE T-POLE IS RN0362'GONE. RN0362 RN0362 STATION RECOVERY (2002) RN0362 RN0362'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF) RN0362'THE HOUSE NUMBER IS NOW 5569. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6421 *********************************************************************** DF6421 DESIGNATION - 6947 B DF6421 PID - DF6421 DF6421 STATE/COUNTY- MN/ST LOUIS DF6421 USGS QUAD - BUHL (1983) DF6421 DF6421 *CURRENT SURVEY CONTROL DF6421 ___________________________________________________________________ DF6421* NAD 83(1996)- 47 23 42.21578(N) 092 51 42.22792(W) ADJUSTED DF6421* NAVD 88 - 411.63 (meters) 1350.5 (feet) LEVELING DF6421 ___________________________________________________________________ DF6421 X - -215,965.307 (meters) COMP DF6421 Y - -4,320,327.018 (meters) COMP DF6421 Z - 4,671,888.542 (meters) COMP DF6421 LAPLACE CORR- -0.98 (seconds) DEFLEC99 DF6421 ELLIP HEIGHT- 381.65 (meters) (06/18/03) GPS OBS DF6421 GEOID HEIGHT- -30.00 (meters) GEOID99 DF6421 DF6421 HORZ ORDER - FIRST DF6421 VERT ORDER - THIRD ? DF6421 ELLP ORDER - THIRD CLASS I DF6421 DF6421.The horizontal coordinates were established by GPS observations DF6421.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6421 DF6421.The orthometric height was determined by differential leveling. DF6421.The vertical network tie was performed by a horz. field party for horz. DF6421.obs reductions. Reset procedures were used to establish the elevation. DF6421 DF6421.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6421 DF6421.The Laplace correction was computed from DEFLEC99 derived deflections. DF6421 DF6421.The ellipsoidal height was determined by GPS observations DF6421.and is referenced to NAD 83. DF6421 DF6421.The geoid height was determined by GEOID99. DF6421 DF6421; North East Units Scale Converg. DF6421;SPC MN N - 199,534.536 817,986.607 MT 0.99993218 +0 10 35.8 DF6421;UTM 15 - 5,249,076.476 510,434.322 MT 0.99960134 +0 06 06.4 DF6421 DF6421 SUPERSEDED SURVEY CONTROL DF6421 DF6421.No superseded survey control is available for this station. DF6421 DF6421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN1043449076(NAD 83) DF6421_MARKER: DV = VERTICAL CONTROL DISK DF6421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6421_STAMPING: 6947 B 1990 DF6421_MARK LOGO: MNDT DF6421_PROJECTION: RECESSED 8 CENTIMETERS DF6421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6421+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6421_ROD/PIPE-DEPTH: 6.1 meters DF6421 DF6421 HISTORY - Date Condition Report By DF6421 HISTORY - 1990 MONUMENTED MNDT DF6421 HISTORY - 19990401 GOOD MNDT DF6421 DF6421 STATION DESCRIPTION DF6421 DF6421'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6421'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 22, T57N, R20W, ABOUT DF6421'3-1/2 MILES EAST OF HIBBING. TO REACH THE MARK FROM THE JUNCTION OF DF6421'TH 37 AND TH 169, GO EAST 3.1 MILES (5.0 KM) ALONG TH 37, MP 3.95. THE DF6421'MARK IS 60.6 FT (18.5 M) NORTH OF CENTER OF TH 37, 22.8 FT (6.9 M) ENE DF6421'OF AN UNDERGROUND CABLE PEDESTAL WITH THE MARKINGS 100-1-4, 47.0 FT DF6421'(14.3 M) WEST OF THE CENTER OF AN ENTRANCE, 5.3 FT (1.6 M) NORTH OF DF6421'STEEL WITNESS POST, AND IS ABOUT 3 FT (0.9 M) HIGHER THAN TH 37. DF6421 DF6421 STATION RECOVERY (1999) DF6421 DF6421'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6421'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6427 *********************************************************************** DF6427 DESIGNATION - 6947 E DF6427 PID - DF6427 DF6427 STATE/COUNTY- MN/ST LOUIS DF6427 USGS QUAD - KIRK (1983) DF6427 DF6427 *CURRENT SURVEY CONTROL DF6427 ___________________________________________________________________ DF6427* NAD 83(1996)- 47 24 04.40692(N) 092 42 04.32100(W) ADJUSTED DF6427* NAVD 88 - 409.72 (meters) 1344.2 (feet) LEVELING DF6427 ___________________________________________________________________ DF6427 X - -203,836.070 (meters) COMP DF6427 Y - -4,320,409.945 (meters) COMP DF6427 Z - 4,672,351.077 (meters) COMP DF6427 LAPLACE CORR- 1.34 (seconds) DEFLEC99 DF6427 ELLIP HEIGHT- 379.76 (meters) (06/18/03) GPS OBS DF6427 GEOID HEIGHT- -29.97 (meters) GEOID99 DF6427 DF6427 HORZ ORDER - FIRST DF6427 VERT ORDER - THIRD ? DF6427 ELLP ORDER - THIRD CLASS I DF6427 DF6427.The horizontal coordinates were established by GPS observations DF6427.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6427 DF6427.The orthometric height was determined by differential leveling. DF6427.The vertical network tie was performed by a horz. field party for horz. DF6427.obs reductions. Reset procedures were used to establish the elevation. DF6427 DF6427.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6427 DF6427.The Laplace correction was computed from DEFLEC99 derived deflections. DF6427 DF6427.The ellipsoidal height was determined by GPS observations DF6427.and is referenced to NAD 83. DF6427 DF6427.The geoid height was determined by GEOID99. DF6427 DF6427; North East Units Scale Converg. DF6427;SPC MN N - 200,269.744 830,101.105 MT 0.99993136 +0 17 44.2 DF6427;UTM 15 - 5,249,795.538 522,545.798 MT 0.99960625 +0 13 11.8 DF6427 DF6427|---------------------------------------------------------------------| DF6427| PID Reference Object Distance Geod. Az | DF6427| dddmmss.s | DF6427| CJ3177 KIRK AZ MK 369.747 METERS 09028 | DF6427|---------------------------------------------------------------------| DF6427 DF6427 SUPERSEDED SURVEY CONTROL DF6427 DF6427.No superseded survey control is available for this station. DF6427 DF6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2254649796(NAD 83) DF6427_MARKER: DV = VERTICAL CONTROL DISK DF6427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6427_STAMPING: 6947 E 1990 DF6427_MARK LOGO: MNDT DF6427_PROJECTION: RECESSED 10 CENTIMETERS DF6427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6427+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6427_ROD/PIPE-DEPTH: 4.6 meters DF6427 DF6427 HISTORY - Date Condition Report By DF6427 HISTORY - 1990 MONUMENTED MNDT DF6427 HISTORY - 19990401 GOOD MNDT DF6427 DF6427 STATION DESCRIPTION DF6427 DF6427'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6427'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 24, T57N, R19W, ABOUT DF6427'8-3/4 MILES WSW OF EVELETH ON TH 37. TO REACH THE MARK FROM THE DF6427'JUNCTION OF TH 53 AND TH 37 SOUTH OF EVELETH, GO WEST 8.7 MILES (14.0 DF6427'KM) ALONG TH 37, MP 11.6. THE MARK IS 74.0 FT (22.6 M) NORTH OF THE DF6427'CENTER OF TH 37, 153.0 FT (46.6 M) EAST OF THE CENTER OF COUNTY RD DF6427'784, 5.1 FT (1.6 M) ESE OF A R/W POST, 3.8 FT (1.2 M) SOUTH OF A POWER DF6427'POLE, 2.7 FT (0.8 M) NORTH OF A STEEL WITNESS POST, AND IS ABOUT 1 FT DF6427'(0.3 M) HIGHER THAN TH 37. DF6427 DF6427 STATION RECOVERY (1999) DF6427 DF6427'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6427'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6429 *********************************************************************** DF6429 DESIGNATION - 6947 F DF6429 PID - DF6429 DF6429 STATE/COUNTY- MN/ST LOUIS DF6429 USGS QUAD - KIRK (1983) DF6429 DF6429 *CURRENT SURVEY CONTROL DF6429 ___________________________________________________________________ DF6429* NAD 83(1996)- 47 24 04.73929(N) 092 40 30.01008(W) ADJUSTED DF6429* NAVD 88 - 409.86 (meters) 1344.7 (feet) LEVELING DF6429 ___________________________________________________________________ DF6429 X - -201,860.270 (meters) COMP DF6429 Y - -4,320,495.254 (meters) COMP DF6429 Z - 4,672,358.143 (meters) COMP DF6429 LAPLACE CORR- 1.28 (seconds) DEFLEC99 DF6429 ELLIP HEIGHT- 379.92 (meters) (06/18/03) GPS OBS DF6429 GEOID HEIGHT- -29.95 (meters) GEOID99 DF6429 DF6429 HORZ ORDER - FIRST DF6429 VERT ORDER - THIRD ? DF6429 ELLP ORDER - THIRD CLASS I DF6429 DF6429.The horizontal coordinates were established by GPS observations DF6429.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6429 DF6429.The orthometric height was determined by differential leveling. DF6429.The vertical network tie was performed by a horz. field party for horz. DF6429.obs reductions. Reset procedures were used to establish the elevation. DF6429 DF6429.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6429 DF6429.The Laplace correction was computed from DEFLEC99 derived deflections. DF6429 DF6429.The ellipsoidal height was determined by GPS observations DF6429.and is referenced to NAD 83. DF6429 DF6429.The geoid height was determined by GEOID99. DF6429 DF6429; North East Units Scale Converg. DF6429;SPC MN N - 200,290.544 832,078.396 MT 0.99993135 +0 18 54.1 DF6429;UTM 15 - 5,249,813.720 524,522.472 MT 0.99960739 +0 14 21.2 DF6429 DF6429 SUPERSEDED SURVEY CONTROL DF6429 DF6429.No superseded survey control is available for this station. DF6429 DF6429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2452249814(NAD 83) DF6429_MARKER: DV = VERTICAL CONTROL DISK DF6429_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6429_STAMPING: 6947 F 1990 DF6429_MARK LOGO: MNDT DF6429_PROJECTION: RECESSED 8 CENTIMETERS DF6429_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6429+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6429_ROD/PIPE-DEPTH: 9.1 meters DF6429 DF6429 HISTORY - Date Condition Report By DF6429 HISTORY - 1990 MONUMENTED MNDT DF6429 HISTORY - 19990401 GOOD MNDT DF6429 DF6429 STATION DESCRIPTION DF6429 DF6429'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6429'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 19, T57N, R18W, ABOUT DF6429'7-1/2 MILES WSW OF EVELETH ON TH 37. TO REACH THE MARK FROM THE DF6429'JUNCTION OF TH 53 AND TH 37 SOUTH OF EVELETH, GO WEST 7.45 MILES DF6429'(11.99 KM) ALONG TH 37, MP 12.85. THE MARK IS 73.0 FT (22.3 M) NORTH DF6429'OF THE CENTER OF TH 37, 24.0 FT (7.3 M) EAST OF THE CENTER OF SANTI DF6429'ROAD, 46.0 FT (14.0 M) ESE OF A POWER POLE, 38.6 FT (11.8 M) WEST OF A DF6429'CABLE MARKER PEDESTAL, 2.7 FT (0.8 M) SOUTH OF A STEEL WITNESS POST, DF6429'AND IS ABOUT 3 FT (0.9 M) LOWER THAN TH 37. DF6429 DF6429 STATION RECOVERY (1999) DF6429 DF6429'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6429'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6432 *********************************************************************** DF6432 DESIGNATION - 6947 G DF6432 PID - DF6432 DF6432 STATE/COUNTY- MN/ST LOUIS DF6432 USGS QUAD - EVELETH (1983) DF6432 DF6432 *CURRENT SURVEY CONTROL DF6432 ___________________________________________________________________ DF6432* NAD 83(1996)- 47 24 04.45840(N) 092 37 16.50161(W) ADJUSTED DF6432* NAVD 88 - 415.81 (meters) 1364.2 (feet) LEVELING DF6432 ___________________________________________________________________ DF6432 X - -197,807.362 (meters) COMP DF6432 Y - -4,320,693.138 (meters) COMP DF6432 Z - 4,672,356.658 (meters) COMP DF6432 LAPLACE CORR- 0.98 (seconds) DEFLEC99 DF6432 ELLIP HEIGHT- 385.88 (meters) (06/18/03) GPS OBS DF6432 GEOID HEIGHT- -29.93 (meters) GEOID99 DF6432 DF6432 HORZ ORDER - FIRST DF6432 VERT ORDER - THIRD ? DF6432 ELLP ORDER - THIRD CLASS I DF6432 DF6432.The horizontal coordinates were established by GPS observations DF6432.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6432 DF6432.The orthometric height was determined by differential leveling. DF6432.The vertical network tie was performed by a horz. field party for horz. DF6432.obs reductions. Reset procedures were used to establish the elevation. DF6432 DF6432.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6432 DF6432.The Laplace correction was computed from DEFLEC99 derived deflections. DF6432 DF6432.The ellipsoidal height was determined by GPS observations DF6432.and is referenced to NAD 83. DF6432 DF6432.The geoid height was determined by GEOID99. DF6432 DF6432; North East Units Scale Converg. DF6432;SPC MN N - 200,305.588 836,135.578 MT 0.99993136 +0 21 17.5 DF6432;UTM 15 - 5,249,823.384 528,578.362 MT 0.99961004 +0 16 43.7 DF6432 DF6432 SUPERSEDED SURVEY CONTROL DF6432 DF6432.No superseded survey control is available for this station. DF6432 DF6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2857849823(NAD 83) DF6432_MARKER: DV = VERTICAL CONTROL DISK DF6432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6432_STAMPING: 6947 G 1990 DF6432_MARK LOGO: MNDT DF6432_PROJECTION: RECESSED 8 CENTIMETERS DF6432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6432+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6432_ROD/PIPE-DEPTH: 16.8 meters DF6432 DF6432 HISTORY - Date Condition Report By DF6432 HISTORY - 1990 MONUMENTED MNDT DF6432 HISTORY - 19990401 GOOD MNDT DF6432 DF6432 STATION DESCRIPTION DF6432 DF6432'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6432'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 22, T57N, R18W, ABOUT 4 DF6432'MILES (6.4 KM) SW OF EVELETH. TO REACH THE MARK FROM THE JUNCTION OF DF6432'TH 53 AND TH 37 SOUTH OF EVELETH, GO WEST 4.9 MILES (7.9 KM) ALONG TH DF6432'37, MP 15.45. THE MARK IS 80.5 FT (24.5 M) NORTH OF THE CENTER OF TH DF6432'37, 98.0 FT (29.9 M) WEST OF A POWER POLE, 58.5 FT (17.8 M) WEST OF DF6432'THE CENTER OF AN ENTRANCE, 11.3 FT (3.4 M) WNW OF A CABLE MARKER DF6432'PEDESTAL, 1.6 FT (0.5 M) NORTH OF A STEEL WITNESS POST, AND IS ABOUT 1 DF6432'FT (0.3 M) LOWER THAN TH 37. DF6432 DF6432 STATION RECOVERY (1999) DF6432 DF6432'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6432'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6435 *********************************************************************** DF6435 DESIGNATION - 6947 H DF6435 PID - DF6435 DF6435 STATE/COUNTY- MN/ST LOUIS DF6435 USGS QUAD - EVELETH (1983) DF6435 DF6435 *CURRENT SURVEY CONTROL DF6435 ___________________________________________________________________ DF6435* NAD 83(1996)- 47 24 07.78398(N) 092 35 37.54590(W) ADJUSTED DF6435* NAVD 88 - 417.66 (meters) 1370.3 (feet) LEVELING DF6435 ___________________________________________________________________ DF6435 X - -195,731.119 (meters) COMP DF6435 Y - -4,320,713.268 (meters) COMP DF6435 Z - 4,672,427.547 (meters) COMP DF6435 LAPLACE CORR- 1.01 (seconds) DEFLEC99 DF6435 ELLIP HEIGHT- 387.74 (meters) (06/18/03) GPS OBS DF6435 GEOID HEIGHT- -29.93 (meters) GEOID99 DF6435 DF6435 HORZ ORDER - FIRST DF6435 VERT ORDER - THIRD ? DF6435 ELLP ORDER - THIRD CLASS I DF6435 DF6435.The horizontal coordinates were established by GPS observations DF6435.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6435 DF6435.The orthometric height was determined by differential leveling. DF6435.The vertical network tie was performed by a horz. field party for horz. DF6435.obs reductions. Reset procedures were used to establish the elevation. DF6435 DF6435.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6435 DF6435.The Laplace correction was computed from DEFLEC99 derived deflections. DF6435 DF6435.The ellipsoidal height was determined by GPS observations DF6435.and is referenced to NAD 83. DF6435 DF6435.The geoid height was determined by GEOID99. DF6435 DF6435; North East Units Scale Converg. DF6435;SPC MN N - 200,421.501 838,209.623 MT 0.99993124 +0 22 30.8 DF6435;UTM 15 - 5,249,936.505 530,651.894 MT 0.99961155 +0 17 56.6 DF6435 DF6435 SUPERSEDED SURVEY CONTROL DF6435 DF6435.No superseded survey control is available for this station. DF6435 DF6435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3065249937(NAD 83) DF6435_MARKER: DV = VERTICAL CONTROL DISK DF6435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6435_STAMPING: 6947 H 1990 DF6435_MARK LOGO: MNDT DF6435_PROJECTION: RECESSED 5 CENTIMETERS DF6435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6435+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 DF6435_ROD/PIPE-DEPTH: 12.8 meters DF6435 DF6435 HISTORY - Date Condition Report By DF6435 HISTORY - 1990 MONUMENTED MNDT DF6435 HISTORY - 20000401 GOOD MNDT DF6435 DF6435 STATION DESCRIPTION DF6435 DF6435'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6435'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 23, T57N, R18W, ABOUT 4 DF6435'MILES (6.4 KM) SW OF EVELETH ON TH 37. TO REACH THE MARK FROM THE DF6435'JUNCTION OF TH 53 AND TH 37 SOUTH OF EVELETH, GO WEST 3.6 MILES (5.8 DF6435'KM) ALONG TH 37, MP 16.7. THE MARK IS 80.0 FT (24.4 M) NNE OF THE DF6435'CENTER OF TH 37, 26.4 FT (8.0 M) WSW OF A POWER POLE, 19.0 FT (5.8 M) DF6435'ESE OF CABLE MARKER PEDESTAL, 3.4 FT (1.0 M) SOUTH OF A STEEL WITNESS DF6435'POST, AND IS ABOUT 2 FT (0.6 M) LOWER THAN TH 37. DF6435 DF6435 STATION RECOVERY (2000) DF6435 DF6435'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6435'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0459 *********************************************************************** SJ0459 DESIGNATION - 74 VII SJ0459 PID - SJ0459 SJ0459 STATE/COUNTY- MN/ST LOUIS SJ0459 USGS QUAD - HIBBING (1983) SJ0459 SJ0459 *CURRENT SURVEY CONTROL SJ0459 ___________________________________________________________________ SJ0459* NAD 83(1986)- 47 25 31. (N) 092 55 55. (W) SCALED SJ0459* NAVD 88 - 454.271 (meters) 1490.39 (feet) ADJUSTED SJ0459 ___________________________________________________________________ SJ0459 GEOID HEIGHT- -30.02 (meters) GEOID99 SJ0459 DYNAMIC HT - 454.305 (meters) 1490.50 (feet) COMP SJ0459 MODELED GRAV- 980,675.0 (mgal) NAVD 88 SJ0459 SJ0459 VERT ORDER - FIRST CLASS II SJ0459 SJ0459.The horizontal coordinates were scaled from a topographic map and have SJ0459.an estimated accuracy of +/- 6 seconds. SJ0459 SJ0459.The orthometric height was determined by differential leveling SJ0459.and adjusted by the National Geodetic Survey in June 1991. SJ0459.WARNING-Repeat measurements at this control monument indicate possible SJ0459.vertical movement. SJ0459 SJ0459.The geoid height was determined by GEOID99. SJ0459 SJ0459.The dynamic height is computed by dividing the NAVD 88 SJ0459.geopotential number by the normal gravity value computed on the SJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0459.degrees latitude (g = 980.6199 gals.). SJ0459 SJ0459.The modeled gravity was interpolated from observed gravity values. SJ0459 SJ0459; North East Units Estimated Accuracy SJ0459;SPC MN N - 202,880. 812,680. MT (+/- 180 meters Scaled) SJ0459 SJ0459 SUPERSEDED SURVEY CONTROL SJ0459 SJ0459 NGVD 29 - 453.998 (m) 1489.49 (f) ADJ UNCH 1 2 SJ0459 SJ0459.Superseded values are not recommended for survey control. SJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0459.See file dsdata.txt to determine how the superseded data were derived. SJ0459 SJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN051524(NAD 83) SJ0459_MARKER: DV = VERTICAL CONTROL DISK SJ0459_SETTING: 30 = DISK SET IN CONCRETE WINDOW SILL SJ0459_STAMPING: 74 VII 1934 SJ0459_MARK LOGO: CGS SJ0459_MAGNETIC: N = NO MAGNETIC MATERIAL SJ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY SJ0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ0459+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990 SJ0459 SJ0459 HISTORY - Date Condition Report By SJ0459 HISTORY - 1934 MONUMENTED CGS SJ0459 HISTORY - 1948 GOOD NGS SJ0459 HISTORY - 1978 GOOD MNDT SJ0459 HISTORY - 19900515 GOOD MNDT SJ0459 SJ0459 STATION DESCRIPTION SJ0459 SJ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 SJ0459'IN HIBBING. SJ0459'AT HIBBING, AT THE EAST SIDE OF THE HIBBING HIGH SCHOOL, 246 FEET SJ0459'WEST-NORTHWEST OF THE T JUNCTION OF 22ND STREET AND 9TH AVENUE EAST, SJ0459'SET IN THE TOP OF THE NORTH END OF THE NORTH WINDOW OF THE SWIMMING SJ0459'POOL WHICH IS IN THE HIGH SCHOOL GYMNASIUM, 84 FEET NORTH OF THE SJ0459'SOUTHEAST CORNER OF THE GYM BUILDING AND 1 FOOT ABOVE THE BLACK TOP SJ0459'PARKING AREA. SJ0459 SJ0459 STATION RECOVERY (1978) SJ0459 SJ0459'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 SJ0459'RECOVERED IN GOOD CONDITION. SJ0459 SJ0459 STATION RECOVERY (1990) SJ0459 SJ0459'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) SJ0459'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0459'THE MARK IS LOCATED IN HIBBING IN THE NW 1/4 OF SECTION 18, T57N, SJ0459'R20W. TO REACH THE MARK FROM THE JUNCTION OF TH 37 AND TH 169, SOUTH SJ0459'OF HIBBING, GO WEST 0.80 MILE (1.29 KM) ALONG TH 169 TO BUSINESS ROUTE SJ0459'169 EXIT, TURN RIGHT AND GO 0.20 MILE (0.32 KM) TO TH 73, (1ST SJ0459'AVENUE,) TURN LEFT AND GO 1.5 MILES (2.4 KM) TO 23RD STREET, TURN SJ0459'RIGHT AND GO 0.5 MILE (0.8 KM) TO 9TH AVENUE, TURN LEFT AND GO 0.05 SJ0459'MILE (0.08 KM) TO AN ENTRANCE TO A SCHOOL PARKING LOT. THE MARK IS SJ0459'49.5 FT (15.1 M) SOUTH OF THE NE CORNER OF THE GYMNASIUM, 84.0 FT SJ0459'(25.6 M) NORTH OF THE SE CORNER OF THE GYMNASIUM, AND IS ABOUT 1 FT SJ0459'(0.3 M) HIGHER THAN THE BITUMINOUS PARKING LOT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ2172 *********************************************************************** SJ2172 DESIGNATION - ANCHOR SJ2172 PID - SJ2172 SJ2172 STATE/COUNTY- MN/ST LOUIS SJ2172 USGS QUAD - CENTRAL LAKES (1969) SJ2172 SJ2172 *CURRENT SURVEY CONTROL SJ2172 ___________________________________________________________________ SJ2172* NAD 83(1996)- 47 19 13.73672(N) 092 28 12.35603(W) ADJUSTED SJ2172* NAVD 88 - 430.5 (meters) 1412. (feet) GPS OBS SJ2172 ___________________________________________________________________ SJ2172 X - -186,693.400 (meters) COMP SJ2172 Y - -4,327,808.937 (meters) COMP SJ2172 Z - 4,666,285.451 (meters) COMP SJ2172 LAPLACE CORR- 0.33 (seconds) DEFLEC99 SJ2172 ELLIP HEIGHT- 400.65 (meters) (06/18/03) GPS OBS SJ2172 GEOID HEIGHT- -29.82 (meters) GEOID99 SJ2172 SJ2172 HORZ ORDER - FIRST SJ2172 ELLP ORDER - THIRD CLASS I SJ2172 SJ2172.The horizontal coordinates were established by GPS observations SJ2172.and adjusted by the MN DEPT OF TRANSP in June 2003. SJ2172 SJ2172.The orthometric height was determined by GPS observations and a SJ2172.high-resolution geoid model. SJ2172 SJ2172.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ2172 SJ2172.The Laplace correction was computed from DEFLEC99 derived deflections. SJ2172 SJ2172.The ellipsoidal height was determined by GPS observations SJ2172.and is referenced to NAD 83. SJ2172 SJ2172.The geoid height was determined by GEOID99. SJ2172 SJ2172; North East Units Scale Converg. SJ2172;SPC MN N - 191,409.982 847,617.294 MT 0.99994294 +0 28 00.8 SJ2172;UTM 15 - 5,240,915.296 540,044.466 MT 0.99961971 +0 23 22.4 SJ2172 SJ2172: Primary Azimuth Mark Grid Az SJ2172:SPC MN N - EVELETH MUNICIPAL TANK 343 56 29.0 SJ2172:UTM 15 - EVELETH MUNICIPAL TANK 344 01 07.4 SJ2172 SJ2172|---------------------------------------------------------------------| SJ2172| PID Reference Object Distance Geod. Az | SJ2172| dddmmss.s | SJ2172| CJ1779 ANCHOR RM 3 23.055 METERS 08629 | SJ2172| CJ1780 ANCHOR RM 4 21.488 METERS 16001 | SJ2172| CJ1778 ANCHOR RM 2 26.562 METERS 26936 | SJ2172| CJ1777 ANCHOR RM 1 17.518 METERS 33434 | SJ2172| SJ2181 EVELETH MUNICIPAL TANK APPROX.17.0 KM 3442429.8 | SJ2172|---------------------------------------------------------------------| SJ2172 SJ2172 SUPERSEDED SURVEY CONTROL SJ2172 SJ2172 NAD 83(1996)- 47 19 13.73755(N) 092 28 12.35546(W) AD( ) 3 SJ2172 NAD 83(1986)- 47 19 13.73710(N) 092 28 12.35876(W) AD( ) 3 SJ2172 NAD 27 - 47 19 13.98600(N) 092 28 11.68300(W) AD( ) 3 SJ2172 SJ2172.Superseded values are not recommended for survey control. SJ2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ2172.See file dsdata.txt to determine how the superseded data were derived. SJ2172 SJ2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4004440915(NAD 83) SJ2172_MARKER: DS = TRIANGULATION STATION DISK SJ2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ2172_STAMPING: ANCHOR 1952 SJ2172_MARK LOGO: CGS SJ2172_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ2172+STABILITY: SURFACE MOTION SJ2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ2172+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 SJ2172 SJ2172 HISTORY - Date Condition Report By SJ2172 HISTORY - 1952 MONUMENTED CGS SJ2172 HISTORY - 1962 GOOD CGS SJ2172 HISTORY - 19920818 GOOD MNDT SJ2172 HISTORY - 20000401 GOOD MNDT SJ2172 SJ2172 STATION DESCRIPTION SJ2172 SJ2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ) SJ2172'THE STATION IS LOCATED 10 MILES SOUTH OF EVELETH AND 10 MILES SJ2172'NORTH OF COTTON, ON THE WEST SIDE OF AND ABOUT 100 YARDS FROM SJ2172'U.S. HIGHWAY 53. IT IS 9 FEET WEST OF A WITNESS POST. THE MARK SJ2172'PROJECTS 6 INCHES AND THE DISK IS STAMPED ANCHOR 1952. SJ2172' SJ2172'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED SJ2172'ANCHOR NO 1 1952. SJ2172' SJ2172'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED SJ2172'ANCHOR NO 2 1952. SJ2172' SJ2172'NO SUITABLE SPOT WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS SET. SJ2172' SJ2172'TO REACH THE STATION FROM THE MAIN INTERSECTION IN COTTON, GO SJ2172'NORTHERLY ON U.S. HIGHWAY 53 FOR 10.1 MILES TO A VERY DIM TRACK SJ2172'ROAD LEFT, TURN LEFT AND GO WEST FOR ABOUT 30 YARDS AND THEN SJ2172'NORTHERLY FOR 0.2 MILE ON AN OLD ROAD BED TO A DIM TRACK ROAD SJ2172'RIGHT, ANGLE RIGHT, CROSS A DITCH AND GO NORTHERLY FOR 0.1 MILE SJ2172'TO THE HIGHEST POINT OF A WOODED RIDGE AND THE STATION. SJ2172' SJ2172'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS. SJ2172 SJ2172 STATION RECOVERY (1962) SJ2172 SJ2172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) SJ2172'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND SJ2172'FOUND IN GOOD CONDITION. U.S. HIGHWAY 53 IS BEING IMPROVED AND SJ2172'THE NEW CONSTRUCTION WOULD HAVE DESTROYED BOTH REFERENCE MARKS SJ2172'SO THEY WERE MOVED. DISTANCES CHECKED FROM THE STATION TO THE SJ2172'REFERENCE MARKS. THE STATION MARK IS ALONG THE EAST EDGE OF THE SJ2172'CLEARING FOR NEW U.S. HIGHWAY 53 AND THE EVELETH, MUNI., WATER SJ2172'TANK IS VISIBLE FROM THE STATION, NOW. IT WAS USED TO TURN SJ2172'ANGLES TO THE REFERENCE MARKS. A COMPLETE DESCRIPTION FOLLOWS. SJ2172' SJ2172'STATION IS LOCATED ABOUT 10 AND 1/2 MILES NORTH OF COTTON AND 10 SJ2172'MILES SOUTH OF EVELETH, 1.5 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM SJ2172'A SPRING AND ROADSIDE PARK, 250 FEET EAST OF THE CENTER OF U.S. SJ2172'HIGHWAY 53, 25 FEET WEST OF THE EDGE OF CLEARING FOR THE ROAD SJ2172'RIGHT-OF-WAY, AND 1 FOOT NORTH OF A WHITE WITNESS POST ON TOP OF SJ2172'A HILL THAT IS KNOWN LOCALLY AS ANCHOR HILL. ANCHOR LAKE IS SJ2172'ABOUT 1/2 MILE WEST. THE MARK PROJECTS 2 INCHES AND THE DISK SJ2172'IS STAMPED ANCHOR 1952. SJ2172' SJ2172'REFERENCE MARK NO. 3 IS 75.64 FEET EAST OF THE STATION AND 50 FEET SJ2172'EAST OF THE EAST EDGE OF CLEARING FOR THE NEW ROAD RIGHT-OF-WAY. SJ2172'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ANCHOR NO 3 SJ2172'1952. SJ2172' SJ2172'REFERENCE MARK NO. 4 IS 70.50 FEET SOUTH OF THE STATION AND 12 FEET SJ2172'EAST OF THE EAST EDGE OF THE CLEARING FOR THE NEW RIGHT-OF-WAY. SJ2172'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ANCHOR NO 4 SJ2172'1952. SJ2172' SJ2172'TO REACH THE STATION FROM THE COTTON POST OFFICE, GO NORTH ON SJ2172'U.S. HIGHWAY 53 FOR 8.7 MILES TO A RAILROAD CROSSING. CONTINUE SJ2172'NORTH ALONG U.S. HIGHWAY 53 FOR 1.8 MILES TO ANCHOR LAKE ON THE SJ2172'LEFT AND ANCHOR HILL ON THE RIGHT AND THE STATION AS DESCRIBED. SJ2172'J1 SJ2172'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. SJ2172 SJ2172 STATION RECOVERY (1992) SJ2172 SJ2172'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (OCO) SJ2172'THE STATION WAS RECOVERED 10.5 MI (16.9 KM) NORTH OF COTTON AT REST SJ2172'AREA, 1.7 FT (0.5 M) NE OF A STEEL POST, 1.9 FT (0.6 M) WNW OF A STEEL SJ2172'POST, 1.9 FT (0.6 M) ESE OF A STEEL POST, 6.0 FT (1.8 M) WNW OF THE NW SJ2172'CORNER OF A CONCRETE RETAINING WALL, 12.5 FT (3.8 M) WEST OF THE SW SJ2172'CORNER OF A WOODEN BENCH. IN 1992 RM 4 WAS SEARCHED FOR BUT NOT SJ2172'FOUND. SJ2172 SJ2172 STATION RECOVERY (2000) SJ2172 SJ2172'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) SJ2172'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4860 *********************************************************************** DF4860 DESIGNATION - ATOZ DF4860 PID - DF4860 DF4860 STATE/COUNTY- MN/ST LOUIS DF4860 USGS QUAD - HIBBING (1983) DF4860 DF4860 *CURRENT SURVEY CONTROL DF4860 ___________________________________________________________________ DF4860* NAD 83(1996)- 47 23 59.12480(N) 092 57 46.55497(W) ADJUSTED DF4860* NAVD 88 - 472.32 (meters) 1549.6 (feet) LEVELING DF4860 ___________________________________________________________________ DF4860 X - -223,578.247 (meters) COMP DF4860 Y - -4,319,595.986 (meters) COMP DF4860 Z - 4,672,286.749 (meters) COMP DF4860 LAPLACE CORR- -2.59 (seconds) DEFLEC99 DF4860 ELLIP HEIGHT- 442.38 (meters) (04/07/03) GPS OBS DF4860 GEOID HEIGHT- -29.94 (meters) GEOID99 DF4860 DF4860 HORZ ORDER - FIRST DF4860 VERT ORDER - THIRD ? DF4860 ELLP ORDER - FOURTH CLASS I DF4860 DF4860.The horizontal coordinates were established by GPS observations DF4860.and adjusted by the MN DEPT OF TRANSP in April 2003. DF4860 DF4860.The orthometric height was determined by differential leveling. DF4860.The vertical network tie was performed by a horz. field party for horz. DF4860.obs reductions. Reset procedures were used to establish the elevation. DF4860 DF4860.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4860 DF4860.The Laplace correction was computed from DEFLEC99 derived deflections. DF4860 DF4860.The ellipsoidal height was determined by GPS observations DF4860.and is referenced to NAD 83. DF4860 DF4860.The geoid height was determined by GEOID99. DF4860 DF4860; North East Units Scale Converg. DF4860;SPC MN N - 200,038.152 810,346.125 MT 0.99993155 +0 06 05.8 DF4860;UTM 15 - 5,249,589.867 502,797.033 MT 0.99960010 +0 01 38.2 DF4860 DF4860 SUPERSEDED SURVEY CONTROL DF4860 DF4860.No superseded survey control is available for this station. DF4860 DF4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN0279749590(NAD 83) DF4860_MARKER: DH = HORIZONTAL CONTROL DISK DF4860_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DF4860+WITH SETTING: INFORMATION. DF4860_STAMPING: ATOZ 1990 DF4860_MARK LOGO: MNDT DF4860_PROJECTION: FLUSH DF4860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4860+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2001 DF4860_ROD/PIPE-DEPTH: 2.4 meters DF4860 DF4860 HISTORY - Date Condition Report By DF4860 HISTORY - 1990 MONUMENTED MNDT DF4860 HISTORY - 20010718 GOOD MNDT DF4860 DF4860 STATION DESCRIPTION DF4860 DF4860'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF4860'THE STATION IS LOCATED ABOUT 1-1/2 MI SW OF EVELETH IN THE NE 1/4 OF DF4860'SECTION 26, T57N, R21W. THE STATION IS AT THE JCT OF TH 73 AND TH 169, DF4860'AT TH 169 MP 337.65. THE STATION, A STANDARD DISK STAMPED---ATOZ DF4860'1990--- IS FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 8.0 FT (2.4 DF4860'M) LONG ALUMINUM ROD DRIVEN TO REFUSAL. THE STATION IS 62.0 FT (18.9 DF4860'M) SOUTH OF THE CENTER OF TH 169, 99.5 FT (30.3 M) WEST OF THE CENTER DF4860'OF TH 73, 32.2 FT (9.8 M) WNW OF A P-POLE, 85.7 FT (26.1 M) EAST OF A DF4860'FIRE HYDRANT, 86.6 FT (26.4 M) ENE OF THE NE CORNER OF A BLOCK BLDG, DF4860'8.4 FT (2.6 M) WEST OF A STEEL WITNESS POST, AND FLUSH WITH THE DF4860'SURFACE OF THE GROUND. DF4860 DF4860 STATION RECOVERY (2001) DF4860 DF4860'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) DF4860'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6520 *********************************************************************** DF6520 DESIGNATION - B 12 DF6520 PID - DF6520 DF6520 STATE/COUNTY- MN/ST LOUIS DF6520 USGS QUAD - CENTRAL LAKES (1969) DF6520 DF6520 *CURRENT SURVEY CONTROL DF6520 ___________________________________________________________________ DF6520* NAD 83(1996)- 47 15 22.33120(N) 092 29 36.13479(W) ADJUSTED DF6520* NAVD 88 - 412.1 (meters) 1352. (feet) GPS OBS DF6520 ___________________________________________________________________ DF6520 X - -188,679.124 (meters) COMP DF6520 Y - -4,332,966.649 (meters) COMP DF6520 Z - 4,661,424.253 (meters) COMP DF6520 LAPLACE CORR- 0.78 (seconds) DEFLEC99 DF6520 ELLIP HEIGHT- 382.32 (meters) (06/18/03) GPS OBS DF6520 GEOID HEIGHT- -29.78 (meters) GEOID99 DF6520 DF6520 HORZ ORDER - FIRST DF6520 ELLP ORDER - THIRD CLASS I DF6520 DF6520.The horizontal coordinates were established by GPS observations DF6520.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6520 DF6520.The orthometric height was determined by GPS observations and a DF6520.high-resolution geoid model. DF6520 DF6520.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6520 DF6520.The Laplace correction was computed from DEFLEC99 derived deflections. DF6520 DF6520.The ellipsoidal height was determined by GPS observations DF6520.and is referenced to NAD 83. DF6520 DF6520.The geoid height was determined by GEOID99. DF6520 DF6520; North East Units Scale Converg. DF6520;SPC MN N - 184,250.155 845,914.176 MT 0.99995357 +0 26 58.7 DF6520;UTM 15 - 5,233,760.135 538,332.234 MT 0.99961806 +0 22 19.5 DF6520 DF6520 SUPERSEDED SURVEY CONTROL DF6520 DF6520.No superseded survey control is available for this station. DF6520 DF6520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3833233760(NAD 83) DF6520_MARKER: DD = SURVEY DISK DF6520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6520_STAMPING: B 12 1985 DF6520_MARK LOGO: MNDT DF6520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6520+STABILITY: SURFACE MOTION DF6520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6520+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 DF6520 DF6520 HISTORY - Date Condition Report By DF6520 HISTORY - 1985 MONUMENTED MNDT DF6520 HISTORY - 20000401 GOOD MNDT DF6520 DF6520 STATION DESCRIPTION DF6520 DF6520'DESCRIBED BY MN DEPT OF TRANSP 1985 (DKH) DF6520'THE STATION IS LOCATED ABOUT 3-3/4 MI WEST OF MELRUDE, IN THE SE 1/4 DF6520'OF SECTION 9, T55N, R17W. TO REACH THE STATION FROM THE JCT OF TH 53 DF6520'AND CO RD 59, AT TH 53 MP 45.1, GO WEST 0.5 MI (0.8 KM) ON CO RD 59. DF6520'THE STATION IS 39.0 FT (11.9 M) WSW OF THE CENTER OF WEST ELLSBURG DF6520'FOREST RD, 36.7 FT (11.2 M) SSW OF A STEEL GATE POST, 53.8 FT (16.4 M) DF6520'SW OF A STEEL GATE POST, 1.7 FT (0.5 M) EAST OF A STEEL WITNESS POST, DF6520'AND IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. DF6520 DF6520 STATION RECOVERY (2000) DF6520 DF6520'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6520'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6457 *********************************************************************** DF6457 DESIGNATION - B 13 DF6457 PID - DF6457 DF6457 STATE/COUNTY- MN/ST LOUIS DF6457 USGS QUAD - COTTON (1969) DF6457 DF6457 *CURRENT SURVEY CONTROL DF6457 ___________________________________________________________________ DF6457* NAD 83(1996)- 47 09 45.43641(N) 092 28 25.27622(W) ADJUSTED DF6457* NAVD 88 - 406.1 (meters) 1332. (feet) GPS OBS DF6457 ___________________________________________________________________ DF6457 X - -187,519.976 (meters) COMP DF6457 Y - -4,340,655.497 (meters) COMP DF6457 Z - 4,654,351.980 (meters) COMP DF6457 LAPLACE CORR- 2.43 (seconds) DEFLEC99 DF6457 ELLIP HEIGHT- 376.56 (meters) (06/18/03) GPS OBS DF6457 GEOID HEIGHT- -29.59 (meters) GEOID99 DF6457 DF6457 HORZ ORDER - FIRST DF6457 ELLP ORDER - THIRD CLASS I DF6457 DF6457.The horizontal coordinates were established by GPS observations DF6457.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6457 DF6457.The orthometric height was determined by GPS observations and a DF6457.high-resolution geoid model. DF6457 DF6457.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6457 DF6457.The Laplace correction was computed from DEFLEC99 derived deflections. DF6457 DF6457.The ellipsoidal height was determined by GPS observations DF6457.and is referenced to NAD 83. DF6457 DF6457.The geoid height was determined by GEOID99. DF6457 DF6457; North East Units Scale Converg. DF6457;SPC MN N - 173,858.812 847,488.187 MT 0.99997125 +0 27 51.2 DF6457;UTM 15 - 5,223,370.229 539,891.575 MT 0.99961956 +0 23 09.4 DF6457 DF6457 SUPERSEDED SURVEY CONTROL DF6457 DF6457.No superseded survey control is available for this station. DF6457 DF6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3989223370(NAD 83) DF6457_MARKER: DD = SURVEY DISK DF6457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6457_STAMPING: B 13 1985 DF6457_MARK LOGO: MNDT DF6457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6457+STABILITY: SURFACE MOTION DF6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6457+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6457 DF6457 HISTORY - Date Condition Report By DF6457 HISTORY - 1985 MONUMENTED MNDT DF6457 HISTORY - 19920731 GOOD MNDT DF6457 HISTORY - 19990401 GOOD MNDT DF6457 DF6457 STATION DESCRIPTION DF6457 DF6457'DESCRIBED BY MN DEPT OF TRANSP 1985 (DKH) DF6457'THE STATION IS LOCATED ABOUT 8-3/4 MI NORTH OF CANYON, IN THE NE 1/4 DF6457'OF SECTION 15, T54N, R17W. THE STATION IS 0.45 MI (0.72 KM) SOUTH OF DF6457'CO RD 52 IN COTTON, AT TH 53 MP 38.50. THE STATION IS 107.5 FT (32.8 DF6457'M) EAST OF THE CENTER OF THE NB LANE OF TH 53, 59.0 FT (18.0 M) SOUTH DF6457'OF THE CENTER OF A ROAD, 76.0 FT (23.2 M) WEST OF THE CENTER OF A DF6457'ROAD, 22.8 FT (6.9 M) NNE OF A TEL CABLE MARKER, 140.7 FT (42.9 M) DF6457'SOUTH OF A P-POLE, 2.5 FT (0.8 M) WEST OF A STEEL WITNESS POST, AND DF6457'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND. DF6457 DF6457 STATION RECOVERY (1992) DF6457 DF6457'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (OCO) DF6457'THE STATION IS LOCATED ABOUT 8-3/4 MI NORTH OF CANYON, IN THE NE 1/4 DF6457'OF SECTION 15, T54N, R17W. THE STATION IS 0.45 MI (0.72 KM) SOUTH OF DF6457'CO RD 52 IN COTTON, AT TH 53 MP 38.50. THE STATION IS 107.5 FT (32.8 DF6457'M) EAST OF THE CENTER OF THE NB LANE OF TH 53, 59.0 FT (18.0 M) SOUTH DF6457'OF THE CENTER OF A ROAD, 76.0 FT (23.2 M) WEST OF THE CENTER OF A DF6457'ROAD, 22.8 FT (6.9 M) NNE OF A TEL CABLE MARKER, 140.7 FT (42.9 M) DF6457'SOUTH OF A P-POLE, 2.5 FT (0.8 M) WEST OF A STEEL WITNESS POST, AND DF6457'PROJECTS 15 INCHES ABOVE THE SURFACE OF THE GROUND. DF6457 DF6457 STATION RECOVERY (1999) DF6457 DF6457'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6457'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6522 *********************************************************************** DF6522 DESIGNATION - BAKERY 2 DF6522 PID - DF6522 DF6522 STATE/COUNTY- MN/ST LOUIS DF6522 USGS QUAD - INDEPENDENCE (1981) DF6522 DF6522 *CURRENT SURVEY CONTROL DF6522 ___________________________________________________________________ DF6522* NAD 83(1996)- 46 54 04.30781(N) 092 22 34.21423(W) ADJUSTED DF6522* NAVD 88 - 428.8 (meters) 1407. (feet) GPS OBS DF6522 ___________________________________________________________________ DF6522 X - -181,014.351 (meters) COMP DF6522 Y - -4,362,233.754 (meters) COMP DF6522 Z - 4,634,558.996 (meters) COMP DF6522 LAPLACE CORR- 3.87 (seconds) DEFLEC99 DF6522 ELLIP HEIGHT- 400.14 (meters) (06/18/03) GPS OBS DF6522 GEOID HEIGHT- -28.73 (meters) GEOID99 DF6522 DF6522 HORZ ORDER - FIRST DF6522 ELLP ORDER - THIRD CLASS I DF6522 DF6522.The horizontal coordinates were established by GPS observations DF6522.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6522 DF6522.The orthometric height was determined by GPS observations and a DF6522.high-resolution geoid model. DF6522 DF6522.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6522 DF6522.The Laplace correction was computed from DEFLEC99 derived deflections. DF6522 DF6522.The ellipsoidal height was determined by GPS observations DF6522.and is referenced to NAD 83. DF6522 DF6522.The geoid height was determined by GEOID99. DF6522 DF6522; North East Units Scale Converg. DF6522;SPC MN N - 144,861.667 855,154.069 MT 1.00003455 +0 32 11.5 DF6522;UTM 15 - 5,194,373.418 547,514.286 MT 0.99962775 +0 27 19.9 DF6522 DF6522 SUPERSEDED SURVEY CONTROL DF6522 DF6522.No superseded survey control is available for this station. DF6522 DF6522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4751494373(NAD 83) DF6522_MARKER: DD = SURVEY DISK DF6522_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6522_STAMPING: BAKERY 2 1999 DF6522_MARK LOGO: MNDT DF6522_PROJECTION: FLUSH DF6522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF6522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6522+SATELLITE: SATELLITE OBSERVATIONS - 1999 DF6522_ROD/PIPE-DEPTH: 16.8 meters DF6522 DF6522 HISTORY - Date Condition Report By DF6522 HISTORY - 1999 MONUMENTED MNDT DF6522 DF6522 STATION DESCRIPTION DF6522 DF6522'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DF6522'THE STATION IS THE RESET OF STATION BAKERY. THE ROD WAS STRAIGHTENED DF6522'AN A NEW GCM DISK AFIXED. THE STATION IS LOCATED ABOUT 0.75 MI NW OF DF6522'TWIG, IN THE SW 1/4 OF SEC 16, T15N, R16W. THE STATION IS 0.7 MI DF6522'(1.13 KM) NW OF CO RD 7 IN TWIG, AT TH 53 MILE POST 18.55. THE DF6522'STATION IS A GCM DISK STAMPED---BAKERY 2 1999---FORCED ONTO 55 FT DF6522'(16.8 M) OF 3/4 INCH ALUMINIUM ROD DRIVEN TO REFUSAL. 93.4 FT (28.5 DF6522'M) SW OF SOUTH BOUND TH 53, 4.7 FT (1.4 M) NE OF FENCE, 18.7 FT (5.7 DF6522'M) WNW OF A TELEPHONE CABLE MARKER, 136.7 FT (41.7 M) EAST OF A DF6522'P-POLE, 3.3 FT (1.0 M) NE OF A STEEL WITNESS POST, THE MARK IS FLUSH DF6522'WITH THE GROUND. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC5005 *********************************************************************** AC5005 CBN - This is a Cooperative Base Network Control Station. AC5005 SACS - This is a Secondary Airport Control Station. AC5005 DESIGNATION - BARB AC5005 PID - AC5005 AC5005 STATE/COUNTY- MN/ST LOUIS AC5005 USGS QUAD - BUHL (1983) AC5005 AC5005 *CURRENT SURVEY CONTROL AC5005 ___________________________________________________________________ AC5005* NAD 83(1996)- 47 23 38.16922(N) 092 50 46.84255(W) ADJUSTED AC5005* NAVD 88 - 412.42 (meters) 1353.1 (feet) LEVELING AC5005 ___________________________________________________________________ AC5005 X - -214,809.817 (meters) COMP AC5005 Y - -4,320,477.253 (meters) COMP AC5005 Z - 4,671,804.514 (meters) COMP AC5005 LAPLACE CORR- -0.54 (seconds) DEFLEC99 AC5005 ELLIP HEIGHT- 382.43 (meters) (01/15/97) GPS OBS AC5005 GEOID HEIGHT- -30.00 (meters) GEOID99 AC5005 AC5005 HORZ ORDER - B AC5005 VERT ORDER - THIRD ? AC5005 ELLP ORDER - FOURTH CLASS I AC5005 AC5005.This mark is at Chisholm-Hibbing Airport (HIB) AC5005 AC5005.The horizontal coordinates were established by GPS observations AC5005.and adjusted by the National Geodetic Survey in January 1997. AC5005 AC5005.The orthometric height was determined by differential leveling. AC5005.The vertical network tie was performed by a horz. field party for horz. AC5005.obs reductions. Reset procedures were used to establish the elevation. AC5005 AC5005.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5005 AC5005.The Laplace correction was computed from DEFLEC99 derived deflections. AC5005 AC5005.The ellipsoidal height was determined by GPS observations AC5005.and is referenced to NAD 83. AC5005 AC5005.The geoid height was determined by GEOID99. AC5005 AC5005; North East Units Scale Converg. AC5005;SPC MN N - 199,413.271 819,148.388 MT 0.99993233 +0 11 16.9 AC5005;UTM 15 - 5,248,953.734 511,595.559 MT 0.99960165 +0 06 47.1 AC5005 AC5005 SUPERSEDED SURVEY CONTROL AC5005 AC5005.No superseded survey control is available for this station. AC5005 AC5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN1159648954(NAD 83) AC5005_MARKER: DH = HORIZONTAL CONTROL DISK AC5005_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC5005_STAMPING: BARB 1990 AC5005_MARK LOGO: MNDT AC5005_PROJECTION: FLUSH AC5005_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC5005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC5005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5005+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2001 AC5005_ROD/PIPE-DEPTH: 5.5 meters AC5005 AC5005 HISTORY - Date Condition Report By AC5005 HISTORY - 1990 MONUMENTED MNDT AC5005 HISTORY - 19950725 GOOD MNDT AC5005 HISTORY - 20000712 GOOD MNDT AC5005 HISTORY - 20010401 GOOD MNDT AC5005 HISTORY - 20010910 GOOD NGS AC5005 AC5005 STATION DESCRIPTION AC5005 AC5005'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) AC5005'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) EAST OF HIBBING IN THE NW AC5005'1/4 OF SECTION 26, T57N, R20W. TO REACH THE STATION FROM THE JCT OF TH AC5005'73 AND TH 169, GO 3.75 MI (6.03 KM) EAST ALONG TH 37, AT TH 37 MP AC5005'4.65. THE STATION, A STANDARD DISK STAMPED---BARB 1990--- IS FORCED AC5005'ONTO THE TOP OF A 3/4 INCH DIAMETER BY 18.0 FT (5.5 M) LONG STABILIZED AC5005'ALUMINUM ROD DRIVEN TO REFUSAL. THE STATION IS 134.5 FT (41.0 M) AC5005'SOUTH OF THE CENTER OF TH 37, 22.5 FT (6.9 M) WEST OF THE CENTER OF AN AC5005'ENTRANCE, 10.1 FT (3.1 M) NORTH OF THE WEST GATE POST, 33.0 FT (10.1 AC5005'M) WNW OF THE EAST GATE POST, 9.1 FT (2.8 M) NORTH OF A STEEL WITNESS AC5005'POST, AND FLUSH WITH THE SURFACE OF THE GROUND. AC5005 AC5005 STATION RECOVERY (1995) AC5005 AC5005'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) AC5005'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 5 AC5005'MI (8.0 KM) EAST OF THE TOWN OF HIBBING IN THE NW 1/4 OF SECTION 26, AC5005'T57N, R20W. TO REACH THE MARK FROM THE JCT OF TH 37 AND TH 169, GO AC5005'EAST FOR 3.85 MI (6.20 KM) ALONG TH 37 TO TH 37 MP 4.7 AND THE MARK ON AC5005'THE RIGHT. THE MARK, A DISK SET ON A 18 FT (5.5 M) LONG DRIVEN AC5005'ALUMINUM ROD, IS 135.4 FT (41.3 M) SOUTH OF TH 37, 19 FT (5.8 M) WEST AC5005'OF THE AIRPORT ENT, 10.2 FT (3.1 M) NORTH OF THE WEST STEEL GATE POST, AC5005'AND 9.2 FT (2.8 M) NORTH OF A WIT POST. RECOVERED AND DESCRIBED BY AC5005'DAVID K. HERDER, TYPED BY J.E.M. AC5005 AC5005 STATION RECOVERY (2000) AC5005 AC5005'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) AC5005'RECOVERED AS DESCRIBED. AC5005' AC5005 AC5005 STATION RECOVERY (2001) AC5005 AC5005'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) AC5005'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AC5005 AC5005 STATION RECOVERY (2001) AC5005 AC5005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH) AC5005'STATION IS LOCATED ABOUT 6.3 KM SOUTHEAST OF HIBBING AT THE AC5005'CHISHOLM-HIBBING AIRPORT. NEAR THE NORTHWEST PART OF THE AC5005'AIRPORT IN A GRASS STRIP BETWEEN STATE HIGHWAY 37 AND THE AC5005'NORTH PERIMETER FENCE. WEST OF THE LAST HANGAR TO THE AC5005'WEST, JUST OUTSIDE THE PERIMETER FENCE, AND JUST AC5005'WEST-NORTHWEST OF A GATE. AC5005' AC5005'OWNERSHIP--CITYS OF HIBBING AND CHISHOLM. ADDRESS-- AC5005'CHISHOLM-HIBBING AIRPORT AUTHORITY AC5005'C/O AIRPORT MANAGER DAVE DANIELSON, 11038 HIGHWAY 37 HIBBING, MN. AC5005'55746 AC5005'PHONE 218-262-3451 OR FAX 218-262-6245 AC5005' AC5005'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 169 AND AC5005'STATE HIGHWAY 37 NEAR THE SOUTHEAST SIDE OF HIBBING, GO EAST FOR AC5005'6.3 KM ON HIGHWAY 37 TO A GRAVEL/TRACK ROAD ON THE RIGHT AND THE AC5005'STATION NEAR THE FENCE. AC5005' AC5005'NOTE--THE DATUM POINT IS A SMALL DIMPLE INSIDE A SMALL TRIANGLE AC5005'CAST IN THE TOP CENTER OF A STANDARD MNDT ALUMINUM HORIZONTAL AC5005'CONTROL DISK FASTENED TO THE TOP OF AN ALUMINUM ALLOY ROD DRIVEN AC5005'TO REFUSAL AT A DEPTH OF 5.5 M, ENCASED IN A 5 INCH PVC PIPE FLUSH AC5005'WITH THE GROUND SURFACE. AC5005' AC5005'STATION IS 41.3 M SOUTH OF THE HIGHWAY 37 CENTER, 14.2 M AC5005'SOUTH-SOUTHEAST OF A FIRE HYDRANT, 7.7 M WEST OF THE GRAVEL ROAD AC5005'CENTER, 5.3 M NORTHWEST OF THE WEST 1 OF 2 METAL GATE POSTS, 3.4 M AC5005'NORTHEAST OF A SHORT WOODEN UTILITY POLE, 3.1 M NORTH OF THE AC5005'FENCE, AND 2.8 M NORTH OF A METAL WITNESS POST. BY R.G. HAYES AC5005' AC5005'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION, (SACS). AC5005' AC5005' 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1567 *********************************************************************** RN1567 DESIGNATION - BRULL RN1567 PID - RN1567 RN1567 STATE/COUNTY- MN/ST LOUIS RN1567 USGS QUAD - ADOLPH (1993) RN1567 RN1567 *CURRENT SURVEY CONTROL RN1567 ___________________________________________________________________ RN1567* NAD 83(1996)- 46 50 37.78184(N) 092 17 31.64349(W) ADJUSTED RN1567* NAVD 88 - 454.5 (meters) 1491. (feet) GPS OBS RN1567 ___________________________________________________________________ RN1567 X - -174,802.056 (meters) COMP RN1567 Y - -4,367,163.437 (meters) COMP RN1567 Z - 4,630,217.804 (meters) COMP RN1567 LAPLACE CORR- 5.39 (seconds) DEFLEC99 RN1567 ELLIP HEIGHT- 426.08 (meters) (06/18/03) GPS OBS RN1567 GEOID HEIGHT- -28.45 (meters) GEOID99 RN1567 RN1567 HORZ ORDER - FIRST RN1567 ELLP ORDER - THIRD CLASS I RN1567 RN1567.The horizontal coordinates were established by GPS observations RN1567.and adjusted by the MN DEPT OF TRANSP in June 2003. RN1567 RN1567.The orthometric height was determined by GPS observations and a RN1567.high-resolution geoid model. RN1567 RN1567.The X, Y, and Z were computed from the position and the ellipsoidal ht. RN1567 RN1567.The Laplace correction was computed from DEFLEC99 derived deflections. RN1567 RN1567.The ellipsoidal height was determined by GPS observations RN1567.and is referenced to NAD 83. RN1567 RN1567.The geoid height was determined by GEOID99. RN1567 RN1567; North East Units Scale Converg. RN1567;SPC MN N - 138,547.651 861,624.716 MT 1.00005117 +0 35 55.7 RN1567;SPC MN C - 306,784.825 949,320.648 MT 0.99996147 +1 24 58.7 RN1567;UTM 15 - 5,188,052.781 553,973.267 MT 0.99963580 +0 30 59.1 RN1567 RN1567: Primary Azimuth Mark Grid Az RN1567:SPC MN N - 6932 C 086 45 24.9 RN1567:SPC MN C - 6932 C 085 56 21.9 RN1567:UTM 15 - 6932 C 086 50 21.5 RN1567 RN1567|---------------------------------------------------------------------| RN1567| PID Reference Object Distance Geod. Az | RN1567| dddmmss.s | RN1567| CJ2290 BRULL RM 1 41.185 METERS 01736 | RN1567| RN0363 6932 C APPROX. 0.9 KM 0872120.6 | RN1567| CJ2291 BRULL RM 2 43.084 METERS 25321 | RN1567|---------------------------------------------------------------------| RN1567 RN1567 SUPERSEDED SURVEY CONTROL RN1567 RN1567 NAD 83(1996)- 46 50 37.78131(N) 092 17 31.64019(W) AD( ) 2 RN1567 NAD 83(1986)- 46 50 37.77527(N) 092 17 31.64136(W) AD( ) 2 RN1567 NAD 27 - 46 50 37.98649(N) 092 17 30.95078(W) AD( ) 2 RN1567 NGVD 29 - 454.5 (m) 1491. (f) VERT ANG RN1567 RN1567.Superseded values are not recommended for survey control. RN1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN1567.See file dsdata.txt to determine how the superseded data were derived. RN1567 RN1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5397388053(NAD 83) RN1567_MARKER: DH = HORIZONTAL CONTROL DISK RN1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN1567_STAMPING: BRULL 1975 RN1567_MARK LOGO: MNDT RN1567_MAGNETIC: O = OTHER; SEE DESCRIPTION RN1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RN1567+STABILITY: SURFACE MOTION RN1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN1567+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 RN1567 RN1567 HISTORY - Date Condition Report By RN1567 HISTORY - 1975 MONUMENTED MNDT RN1567 HISTORY - 19920818 GOOD MNDT RN1567 HISTORY - 19990401 GOOD MNDT RN1567 HISTORY - 20021102 MARK NOT FOUND USPSQD RN1567 HISTORY - 20021102 MARK NOT FOUND USPSQD RN1567 RN1567 STATION DESCRIPTION RN1567 RN1567'DESCRIBED BY MN DEPT OF TRANSP 1975 (DKH) RN1567'THE STATION IS LOCATED IN THE SW 1/4 OF SECTION 6, T50N, R15W. ON RN1567'THE SOUTH SIDE OF TRUNK HIGHWAY 194, ABOUT 10 MILES NORTHWEST OF RN1567'THE CITY OF DULUTH. RN1567' RN1567'TO REACH THE STATION FROM THE WEST JUNCTION OF TRUNK HIGHWAY 53 RN1567'AND TRUNK HIGHWAY 194 (8 MILES NORTHWEST OF THE CITY OF DULUTH), RN1567'GO WEST ON TRUNK HIGHWAY 194 FOR 1.5 MILES TO THE STATION ON THE RN1567'LEFT. RN1567' RN1567'THE STATION MARKS ARE STANDARD MNHD HCM (HORIZONTAL CONTROL RN1567'MONUMENT) DISKS STAMPED BRULL 1975. THE SURFACE STATION DISK IS RN1567'SET IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE RN1567'SURFACE OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 194. THE RN1567'MARK IS 34.0 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 194, RN1567'16.0 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 74.9 FEET RN1567'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A GARAGE, AND 40.0 RN1567'FEET NORTH-NORTHEAST OF A STEEL WITNESS POST. THE UNDERGROUND RN1567'STATION DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET RN1567'BELOW THE SURFACE OF THE GROUND. RN1567' RN1567'REFERENCE MARK NUMBER 1, A STANDARD MNHD REFERENCE MARK DISK RN1567'STAMPED BRULL NO 1 1975, IS SET IN A 12 INCH ROUND CONCRETE MONUMENT RN1567'THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 94.0 RN1567'FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 194, 34.0 FEET EAST RN1567'OF THE CENTERLINE OF A DRIVEWAY, AND 3.4 FEET SOUTHEAST OF POWER RN1567'POLE NUMBER 424. RN1567' RN1567'REFERENCE MARK NUMBER 2, A STANDARD MNHD REFERENCE MARK DISK RN1567'STAMPED BRULL NO 2 1975, IS SET IN A 12 INCH ROUND CONCRETE RN1567'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 RN1567'FEET BELOW THE LEVEL OF TRUNK HIGHWAY 194. THE MARK IS 73.1 FEET RN1567'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 194, 15.2 FEET WEST OF RN1567'THE CENTERLINE OF A DRIVEWAY, AND 32.4 FEET NORTHEAST OF A POWER RN1567'POLE. RN1567' RN1567'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON TRUNK RN1567'HIGHWAY 194 FOR 0.5 MILE TO THE CROSSING OF MIDWAY ROAD (COUNTY RN1567'ROAD 13) AND THE MARK IN THE NORTHEAST QUADRANT. RN1567' RN1567'THE AZIMUTH MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 6932 C RN1567'1974, IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) RN1567'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW RN1567'THE LEVEL OF TRUNK HIGHWAY 194. THE MARK IS 80.0 FEET NORTH OF RN1567'THE CENTERLINE OF TRUNK HIGHWAY 194, 73.0 FEET EAST OF THE RN1567'CENTERLINE OF COUNTY ROAD 13, 87.5 FEET WEST-SOUTHWEST OF THE RN1567'SOUTHWEST CORNER OF A ONE-STORY BROWN FRAME HOUSE, 44.5 RN1567'FEET EAST OF POWER POLE NUMBER 120 (LINE JUNCTION), 63.2 FEET RN1567'WEST-SOUTHWEST OF A RIGHT-OF-WAY POST STAMPED 100 FT. STA RN1567'3382 + 95.1 - SP 114 SEC 1, AND 2.0 FEET SOUTH OF A STEEL RN1567'WITNESS POST. RN1567' RN1567'THE STATION MARKS, REFERENCE MARK NUMBER 1, AND REFERENCE MARK RN1567'NUMBER 2 WERE MADE MAGNETIC BY PLACING IRON IN THE MONUMENTS. RN1567' RN1567'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. RN1567 RN1567 STATION RECOVERY (1992) RN1567 RN1567'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH) RN1567'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RN1567 RN1567 STATION RECOVERY (1999) RN1567 RN1567'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN1567'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) RN1567 RN1567 STATION RECOVERY (2002) RN1567 RN1567'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF) RN1567'WITNESS POST FOUND. STATION MARK NOT FOUND. REFERENCE MARK 1 NOT RN1567'FOUND. REFERENCE MARK 2 NOT FOUND. THE AZIMUTH MARK (BENCH MARK 6932 RN1567'C) WAS FOUND AND REPORTED SEPARATELY. RN1567 RN1567 STATION RECOVERY (2002) RN1567 RN1567'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF) RN1567'WITNESS POST FOUND. STATION MARK NOT FOUND. REFERENCE MARK 1 NOT RN1567'FOUND. REFERENCE MARK 2 NOT FOUND. THE AZIMUTH MARK (BENCH MARK 6932 RN1567'C) WAS FOUND AND REPORTED SEPARATELY. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0122 *********************************************************************** RN0122 DESIGNATION - C 29 RN0122 PID - RN0122 RN0122 STATE/COUNTY- MN/ST LOUIS RN0122 USGS QUAD - INDEPENDENCE (1981) RN0122 RN0122 *CURRENT SURVEY CONTROL RN0122 ___________________________________________________________________ RN0122* NAD 83(1986)- 46 55 05. (N) 092 25 07. (W) SCALED RN0122* NAVD 88 - 413.430 (meters) 1356.39 (feet) ADJUSTED RN0122 ___________________________________________________________________ RN0122 GEOID HEIGHT- -28.84 (meters) GEOID99 RN0122 DYNAMIC HT - 413.457 (meters) 1356.48 (feet) COMP RN0122 MODELED GRAV- 980,664.6 (mgal) NAVD 88 RN0122 RN0122 VERT ORDER - SECOND CLASS 0 RN0122 RN0122.The horizontal coordinates were scaled from a topographic map and have RN0122.an estimated accuracy of +/- 6 seconds. RN0122 RN0122.The orthometric height was determined by differential leveling RN0122.and adjusted by the National Geodetic Survey in June 1991. RN0122 RN0122.The geoid height was determined by GEOID99. RN0122 RN0122.The dynamic height is computed by dividing the NAVD 88 RN0122.geopotential number by the normal gravity value computed on the RN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN0122.degrees latitude (g = 980.6199 gals.). RN0122 RN0122.The modeled gravity was interpolated from observed gravity values. RN0122 RN0122; North East Units Estimated Accuracy RN0122;SPC MN N - 146,710. 851,900. MT (+/- 180 meters Scaled) RN0122 RN0122 SUPERSEDED SURVEY CONTROL RN0122 RN0122 NGVD 29 - 413.302 (m) 1355.97 (f) ADJ UNCH 2 0 RN0122 RN0122.Superseded values are not recommended for survey control. RN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0122.See file dsdata.txt to determine how the superseded data were derived. RN0122 RN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM442962(NAD 83) RN0122_MARKER: DB = BENCH MARK DISK RN0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN0122_STAMPING: C 29 1934 RN0122_MARK LOGO: CGS RN0122_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RN0122+STABILITY: SURFACE MOTION RN0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RN0122+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1992 RN0122 RN0122 HISTORY - Date Condition Report By RN0122 HISTORY - 1934 MONUMENTED CGS RN0122 HISTORY - 1935 GOOD NGS RN0122 HISTORY - 19921028 SEE DESCRIPTION MNDT RN0122 RN0122 STATION DESCRIPTION RN0122 RN0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 RN0122'5.2 MI NE FROM SAGINAW. RN0122'5.2 MILES NORTHEAST ALONG THE ABANDONED DULUTH AND NORTHEASTERN RN0122'RAILROAD FROM SAGINAW, ST. LOUIS COUNTY, 50 RAILS SOUTH OF THE RN0122'CROSSING OF U.S. HIGHWAY 53, AND ABOUT 175 FEET SOUTHEAST OF TWO TALL RN0122'PINE TREES. A STANDARD DISK, STAMPED C 29 1934 AND SET IN THE TOP OF RN0122'A CONCRETE POST. RN0122 RN0122 STATION RECOVERY (1992) RN0122 RN0122'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN0122'SEARCHED FOR AND NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6509 *********************************************************************** DF6509 DESIGNATION - CANYON DF6509 PID - DF6509 DF6509 STATE/COUNTY- MN/ST LOUIS DF6509 USGS QUAD - CANYON (1976) DF6509 DF6509 *CURRENT SURVEY CONTROL DF6509 ___________________________________________________________________ DF6509* NAD 83(1996)- 47 01 55.75959(N) 092 28 17.18157(W) ADJUSTED DF6509* NAVD 88 - 417.3 (meters) 1369. (feet) GPS OBS DF6509 ___________________________________________________________________ DF6509 X - -187,808.141 (meters) COMP DF6509 Y - -4,351,285.973 (meters) COMP DF6509 Z - 4,644,486.013 (meters) COMP DF6509 LAPLACE CORR- 2.55 (seconds) DEFLEC99 DF6509 ELLIP HEIGHT- 388.09 (meters) (06/18/03) GPS OBS DF6509 GEOID HEIGHT- -29.22 (meters) GEOID99 DF6509 DF6509 HORZ ORDER - FIRST DF6509 ELLP ORDER - THIRD CLASS I DF6509 DF6509.The horizontal coordinates were established by GPS observations DF6509.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6509 DF6509.The orthometric height was determined by GPS observations and a DF6509.high-resolution geoid model. DF6509 DF6509.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6509 DF6509.The Laplace correction was computed from DEFLEC99 derived deflections. DF6509 DF6509.The ellipsoidal height was determined by GPS observations DF6509.and is referenced to NAD 83. DF6509 DF6509.The geoid height was determined by GEOID99. DF6509 DF6509; North East Units Scale Converg. DF6509;SPC MN N - 159,356.649 847,776.608 MT 1.00000028 +0 27 57.2 DF6509;UTM 15 - 5,208,872.987 540,159.975 MT 0.99961982 +0 23 12.4 DF6509 DF6509 SUPERSEDED SURVEY CONTROL DF6509 DF6509.No superseded survey control is available for this station. DF6509 DF6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4016008873(NAD 83) DF6509_MARKER: DH = HORIZONTAL CONTROL DISK DF6509_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6509_STAMPING: CANYON 1992 DF6509_MARK LOGO: MNDT DF6509_PROJECTION: RECESSED 8 CENTIMETERS DF6509_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6509+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6509_ROD/PIPE-DEPTH: 4.6 meters DF6509 DF6509 HISTORY - Date Condition Report By DF6509 HISTORY - 1992 MONUMENTED MNDT DF6509 HISTORY - 19990401 GOOD MNDT DF6509 DF6509 STATION DESCRIPTION DF6509 DF6509'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6509'THE STATION IS ABOUT 5-1/4 MI NORTH OF INDEPENDENCE, IN THE SE 1/4 OF DF6509'SECTION 34, T53N R17W. THE STATION IS 0.55 MI (0.89 KM) SOUTH OF CO DF6509'RD 152 IN CANYON, AT TH 53 MP 29.45. THE STATION IS 80.2 FT (24.4 M) DF6509'WEST OF THE CENTER OF THE SB LANE OF TH 53, 77.3 FT (23.6 M) SSE OF A DF6509'R/W POST, 102.7 FT (31.3 M) ENE OF A 28 INCH PINE TREE, 4.2 FT (1.3 M) DF6509'NORTH OF A STEEL WITNESS POST. DF6509 DF6509 STATION RECOVERY (1999) DF6509 DF6509'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6509'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6521 *********************************************************************** DF6521 DESIGNATION - CAREY 2 DF6521 PID - DF6521 DF6521 STATE/COUNTY- MN/ST LOUIS DF6521 USGS QUAD - BUHL (1983) DF6521 DF6521 *CURRENT SURVEY CONTROL DF6521 ___________________________________________________________________ DF6521* NAD 83(1996)- 47 23 38.78451(N) 092 49 59.94318(W) ADJUSTED DF6521* NAVD 88 - 411.9 (meters) 1351. (feet) GPS OBS DF6521 ___________________________________________________________________ DF6521 X - -213,826.737 (meters) COMP DF6521 Y - -4,320,511.676 (meters) COMP DF6521 Z - 4,671,817.010 (meters) COMP DF6521 LAPLACE CORR- -0.22 (seconds) DEFLEC99 DF6521 ELLIP HEIGHT- 381.93 (meters) (06/18/03) GPS OBS DF6521 GEOID HEIGHT- -30.00 (meters) GEOID99 DF6521 DF6521 HORZ ORDER - FIRST DF6521 ELLP ORDER - THIRD CLASS I DF6521 DF6521.The horizontal coordinates were established by GPS observations DF6521.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6521 DF6521.The orthometric height was determined by GPS observations and a DF6521.high-resolution geoid model. DF6521 DF6521.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6521 DF6521.The Laplace correction was computed from DEFLEC99 derived deflections. DF6521 DF6521.The ellipsoidal height was determined by GPS observations DF6521.and is referenced to NAD 83. DF6521 DF6521.The geoid height was determined by GEOID99. DF6521 DF6521; North East Units Scale Converg. DF6521;SPC MN N - 199,435.581 820,131.771 MT 0.99993230 +0 11 51.6 DF6521;UTM 15 - 5,248,974.751 512,578.646 MT 0.99960194 +0 07 21.7 DF6521 DF6521 SUPERSEDED SURVEY CONTROL DF6521 DF6521.No superseded survey control is available for this station. DF6521 DF6521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN1257948975(NAD 83) DF6521_MARKER: DD = SURVEY DISK DF6521_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6521_STAMPING: CAREY 2 1999 DF6521_MARK LOGO: MNDT DF6521_PROJECTION: FLUSH DF6521_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6521+SATELLITE: SATELLITE OBSERVATIONS - 1999 DF6521_ROD/PIPE-DEPTH: 4.6 meters DF6521 DF6521 HISTORY - Date Condition Report By DF6521 HISTORY - 1999 MONUMENTED MNDT DF6521 DF6521 STATION DESCRIPTION DF6521 DF6521'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DF6521'THE STATION IS THE RESET OF STATION CAREY. THE STATION IS LOCATED DF6521'ABOUT 5.5 MI EAST OF HIBBING IN THE NE 1/4 OF SEC 26, T57N, R20W, AT DF6521'THE EAST END OF THE AIRPORT. TO REACH THE STATION FROM THE JCT OF TH DF6521'73 AND TH 169, GO 4.45 MI (7.16 KM) EAST ALONG TH 37, AT TH 37 MILE DF6521'POST 5.3. THE STATION IS A GCM DISK STAMPED CAREY 2 1999 ON A 15 FT DF6521'(5.5 M) 3/4 INCH ALUMINIUM ROD DRIVEN TO REFUSAL. THE STATION IS 69.3 DF6521'FT (21.1 M) SOUTH OF TH 37, 16.5 FT (5.0 M) EAST OF ENTRANCE, 9.7 FT DF6521'(2.0 M) NORTH OF A STEEL WITNESS POST, FLUSH WITH THE GROUND. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6518 *********************************************************************** DF6518 DESIGNATION - CELO DF6518 PID - DF6518 DF6518 STATE/COUNTY- MN/ST LOUIS DF6518 USGS QUAD - ADOLPH (1993) DF6518 DF6518 *CURRENT SURVEY CONTROL DF6518 ___________________________________________________________________ DF6518* NAD 83(1996)- 46 51 40.52263(N) 092 19 18.53710(W) ADJUSTED DF6518* NAVD 88 - 430.5 (meters) 1412. (feet) GPS OBS DF6518 ___________________________________________________________________ DF6518 X - -177,007.313 (meters) COMP DF6518 Y - -4,365,643.352 (meters) COMP DF6518 Z - 4,631,525.314 (meters) COMP DF6518 LAPLACE CORR- 5.14 (seconds) DEFLEC99 DF6518 ELLIP HEIGHT- 402.03 (meters) (06/18/03) GPS OBS DF6518 GEOID HEIGHT- -28.55 (meters) GEOID99 DF6518 DF6518 HORZ ORDER - FIRST DF6518 ELLP ORDER - THIRD CLASS I DF6518 DF6518.The horizontal coordinates were established by GPS observations DF6518.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6518 DF6518.The orthometric height was determined by GPS observations and a DF6518.high-resolution geoid model. DF6518 DF6518.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6518 DF6518.The Laplace correction was computed from DEFLEC99 derived deflections. DF6518 DF6518.The ellipsoidal height was determined by GPS observations DF6518.and is referenced to NAD 83. DF6518 DF6518.The geoid height was determined by GEOID99. DF6518 DF6518; North East Units Scale Converg. DF6518;SPC MN N - 140,461.845 859,340.337 MT 1.00004602 +0 34 36.5 DF6518;UTM 15 - 5,189,969.455 551,692.580 MT 0.99963284 +0 29 41.6 DF6518 DF6518 SUPERSEDED SURVEY CONTROL DF6518 DF6518.No superseded survey control is available for this station. DF6518 DF6518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5169389969(NAD 83) DF6518_MARKER: DH = HORIZONTAL CONTROL DISK DF6518_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6518_STAMPING: CELO 1992 DF6518_MARK LOGO: MNDT DF6518_PROJECTION: RECESSED 10 CENTIMETERS DF6518_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6518+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6518_ROD/PIPE-DEPTH: 6.1 meters DF6518 DF6518 HISTORY - Date Condition Report By DF6518 HISTORY - 1992 MONUMENTED MNDT DF6518 HISTORY - 19990401 GOOD MNDT DF6518 DF6518 STATION DESCRIPTION DF6518 DF6518'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6518'THE STATION IS 3 MI (4.8 KM) SE OF TWIG, IN THE NW 1/4 OF SECTION 36, DF6518'T51N, R16W, 3.05 MI (4.91 KM) SE OF CO RD 7 IN TWIG, AT TH 53 MP DF6518'14.75, 30.8 FT (9.4 M) NE OF SB TH 53, 53.8 FT (16.4 M) SW OF NB TH DF6518'53, 73.8 FT (22.5 M) SSE OF A CROSSOVER, 17.8 FT (5.4 M) WSW OF A DO DF6518'NOT ENTER SIGN POST, 2.8 FT (0.9 M) SSE OF A STEEL WITNESS POST. DF6518 DF6518 STATION RECOVERY (1999) DF6518 DF6518'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6518'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6512 *********************************************************************** DF6512 DESIGNATION - CHALBERG DF6512 PID - DF6512 DF6512 STATE/COUNTY- MN/ST LOUIS DF6512 USGS QUAD - INDEPENDENCE (1981) DF6512 DF6512 *CURRENT SURVEY CONTROL DF6512 ___________________________________________________________________ DF6512* NAD 83(1996)- 46 57 03.81275(N) 092 27 52.00584(W) ADJUSTED DF6512* NAVD 88 - 411.9 (meters) 1351. (feet) GPS OBS DF6512 ___________________________________________________________________ DF6512 X - -187,560.389 (meters) COMP DF6512 Y - -4,357,892.313 (meters) COMP DF6512 Z - 4,638,332.344 (meters) COMP DF6512 LAPLACE CORR- 2.66 (seconds) DEFLEC99 DF6512 ELLIP HEIGHT- 382.96 (meters) (06/18/03) GPS OBS DF6512 GEOID HEIGHT- -28.98 (meters) GEOID99 DF6512 DF6512 HORZ ORDER - FIRST DF6512 ELLP ORDER - THIRD CLASS I DF6512 DF6512.The horizontal coordinates were established by GPS observations DF6512.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6512 DF6512.The orthometric height was determined by GPS observations and a DF6512.high-resolution geoid model. DF6512 DF6512.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6512 DF6512.The Laplace correction was computed from DEFLEC99 derived deflections. DF6512 DF6512.The ellipsoidal height was determined by GPS observations DF6512.and is referenced to NAD 83. DF6512 DF6512.The geoid height was determined by GEOID99. DF6512 DF6512; North East Units Scale Converg. DF6512;SPC MN N - 150,345.671 848,382.276 MT 1.00002090 +0 28 15.9 DF6512;UTM 15 - 5,199,864.695 540,752.921 MT 0.99962041 +0 23 28.9 DF6512 DF6512 SUPERSEDED SURVEY CONTROL DF6512 DF6512.No superseded survey control is available for this station. DF6512 DF6512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4075399865(NAD 83) DF6512_MARKER: DH = HORIZONTAL CONTROL DISK DF6512_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6512_STAMPING: CHALBERG 1992 DF6512_MARK LOGO: MNDT DF6512_PROJECTION: RECESSED 8 CENTIMETERS DF6512_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6512+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6512_ROD/PIPE-DEPTH: 7.6 meters DF6512 DF6512 HISTORY - Date Condition Report By DF6512 HISTORY - 1992 MONUMENTED MNDT DF6512 HISTORY - 19990401 GOOD MNDT DF6512 DF6512 STATION DESCRIPTION DF6512 DF6512'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6512'THE STATION IS LOCATED ABOUT 6-1/4 MI SOUTH OF CANYON, IN THE NW 1/4 DF6512'OF SECTION 35, T52N, R17W. THE STATION IS 0.50 MI (0.80 KM) SOUTH OF DF6512'INDEPENDENCE, 0.40 MI (0.64 KM) SW OF JCT TH 53 ON TH 33, AT TH 33 MP DF6512'18.90. THE STATION IS 40.8 FT (12.4 M) NW OF THE CENTER OF THE SB DF6512'LANE OF TH 33, 79.7 FT (24.3 M) SSE OF A 15 INCH CEDAR TREE, 3.0 FT DF6512'(0.9 M) SE OF A STEEL WITNESS POST. DF6512 DF6512 STATION RECOVERY (1999) DF6512 DF6512'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6512'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6494 *********************************************************************** DF6494 DESIGNATION - CHERRY DF6494 PID - DF6494 DF6494 STATE/COUNTY- MN/ST LOUIS DF6494 USGS QUAD - KIRK (1983) DF6494 DF6494 *CURRENT SURVEY CONTROL DF6494 ___________________________________________________________________ DF6494* NAD 83(1996)- 47 24 03.92368(N) 092 42 44.59825(W) ADJUSTED DF6494* NAVD 88 - 412.62 (meters) 1353.7 (feet) LEVELING DF6494 ___________________________________________________________________ DF6494 X - -204,680.324 (meters) COMP DF6494 Y - -4,320,383.015 (meters) COMP DF6494 Z - 4,672,343.132 (meters) COMP DF6494 LAPLACE CORR- 1.31 (seconds) DEFLEC99 DF6494 ELLIP HEIGHT- 382.69 (meters) (06/18/03) GPS OBS DF6494 GEOID HEIGHT- -29.97 (meters) GEOID99 DF6494 DF6494 HORZ ORDER - FIRST DF6494 VERT ORDER - THIRD ? DF6494 ELLP ORDER - THIRD CLASS I DF6494 DF6494.The horizontal coordinates were established by GPS observations DF6494.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6494 DF6494.The orthometric height was determined by differential leveling. DF6494.The vertical network tie was performed by a horz. field party for horz. DF6494.obs reductions. Reset procedures were used to establish the elevation. DF6494 DF6494.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6494 DF6494.The Laplace correction was computed from DEFLEC99 derived deflections. DF6494 DF6494.The ellipsoidal height was determined by GPS observations DF6494.and is referenced to NAD 83. DF6494 DF6494.The geoid height was determined by GEOID99. DF6494 DF6494; North East Units Scale Converg. DF6494;SPC MN N - 200,250.526 829,256.716 MT 0.99993138 +0 17 14.3 DF6494;UTM 15 - 5,249,777.440 521,701.659 MT 0.99960579 +0 12 42.2 DF6494 DF6494 SUPERSEDED SURVEY CONTROL DF6494 DF6494.No superseded survey control is available for this station. DF6494 DF6494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2170249777(NAD 83) DF6494_MARKER: DH = HORIZONTAL CONTROL DISK DF6494_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6494_STAMPING: CHERRY 1990 DF6494_MARK LOGO: MNDT DF6494_PROJECTION: RECESSED 10 CENTIMETERS DF6494_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6494+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6494_ROD/PIPE-DEPTH: 11.6 meters DF6494 DF6494 HISTORY - Date Condition Report By DF6494 HISTORY - 1990 MONUMENTED MNDT DF6494 HISTORY - 19990401 GOOD MNDT DF6494 DF6494 STATION DESCRIPTION DF6494 DF6494'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6494'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 23, T57N, R19W, ABOUT DF6494'9-1/2 MILES WSW OF EVELETH ON TH 37. TO REACH THE MARK FROM THE DF6494'JUNCTION OF TH 53 AND TH 37 SOUTH OF EVELETH, GO WEST 9.2 MILES (14.8 DF6494'KM) ALONG TH 37, MP 11.1. THE MARK IS 62.5 FT (19.1 M) NORTH OF THE DF6494'CENTER OF TH 37, 33.9 FT (10.3 M) ESE OF A POWER POLE, 24.3 FT (7.4 M) DF6494'ESE OF THE WEST GATEPOST, 18.7 FT (5.7 M) WSW OF THE EAST GATE POST, DF6494'9.5 FT (2.9 M) EAST OF THE CENTER OF AN ENTRANCE, 18.2 FT (5.5 M) WSW DF6494'OF A STEEL WITNESS POST, AND IS ABOUT 1-1/2 FT LOWER THAN TH 37. DF6494 DF6494 STATION RECOVERY (1999) DF6494 DF6494'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6494'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6495 *********************************************************************** DF6495 DESIGNATION - CLIN DF6495 PID - DF6495 DF6495 STATE/COUNTY- MN/ST LOUIS DF6495 USGS QUAD - KIRK (1983) DF6495 DF6495 *CURRENT SURVEY CONTROL DF6495 ___________________________________________________________________ DF6495* NAD 83(1996)- 47 24 03.47033(N) 092 38 04.68662(W) ADJUSTED DF6495* NAVD 88 - 424.30 (meters) 1392.1 (feet) LEVELING DF6495 ___________________________________________________________________ DF6495 X - -198,817.999 (meters) COMP DF6495 Y - -4,320,674.984 (meters) COMP DF6495 Z - 4,672,342.245 (meters) COMP DF6495 LAPLACE CORR- 1.07 (seconds) DEFLEC99 DF6495 ELLIP HEIGHT- 394.36 (meters) (06/18/03) GPS OBS DF6495 GEOID HEIGHT- -29.94 (meters) GEOID99 DF6495 DF6495 HORZ ORDER - FIRST DF6495 VERT ORDER - THIRD ? DF6495 ELLP ORDER - THIRD CLASS I DF6495 DF6495.The horizontal coordinates were established by GPS observations DF6495.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6495 DF6495.The orthometric height was determined by differential leveling. DF6495.The vertical network tie was performed by a horz. field party for horz. DF6495.obs reductions. Reset procedures were used to establish the elevation. DF6495 DF6495.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6495 DF6495.The Laplace correction was computed from DEFLEC99 derived deflections. DF6495 DF6495.The ellipsoidal height was determined by GPS observations DF6495.and is referenced to NAD 83. DF6495 DF6495.The geoid height was determined by GEOID99. DF6495 DF6495; North East Units Scale Converg. DF6495;SPC MN N - 200,268.906 835,125.507 MT 0.99993139 +0 20 41.8 DF6495;UTM 15 - 5,249,788.054 527,568.568 MT 0.99960934 +0 16 08.2 DF6495 DF6495 SUPERSEDED SURVEY CONTROL DF6495 DF6495.No superseded survey control is available for this station. DF6495 DF6495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2756949788(NAD 83) DF6495_MARKER: DH = HORIZONTAL CONTROL DISK DF6495_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6495_STAMPING: CLIN 1990 DF6495_MARK LOGO: MNDT DF6495_PROJECTION: RECESSED 5 CENTIMETERS DF6495_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6495+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6495_ROD/PIPE-DEPTH: 11.6 meters DF6495 DF6495 HISTORY - Date Condition Report By DF6495 HISTORY - 1990 MONUMENTED MNDT DF6495 HISTORY - 19990401 GOOD MNDT DF6495 DF6495 STATION DESCRIPTION DF6495 DF6495'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6495'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 28, T57N, R18W, ABOUT DF6495'5-1/2 MILES SW OF EVELETH. TO REACH THE MARK FROM THE JUNCTION OF TH DF6495'53 AND TH 37 SOUTH OF EVELETH, GO WEST 5.55 MILES (8.93 KM) ALONG TH DF6495'37, MP 14.8. THE MARK IS 32.0 FT (9.8 M) SOUTH OF THE CENTER OF TH DF6495'37, 31.4 FT (9.6 M) SE OF THE SE CORNER OF BRIDGE 69107, 13.2 FT (4.0 DF6495'M) NORTH OF A STEEL WITNESS POST, AND IS ABOUT 1/2 FT LOWER THAN TH DF6495'37. DF6495 DF6495 STATION RECOVERY (1999) DF6495 DF6495'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6495'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ2163 *********************************************************************** SJ2163 DESIGNATION - COTTON 2 SJ2163 PID - SJ2163 SJ2163 STATE/COUNTY- MN/ST LOUIS SJ2163 USGS QUAD - COTTON (1969) SJ2163 SJ2163 *CURRENT SURVEY CONTROL SJ2163 ___________________________________________________________________ SJ2163* NAD 83(1996)- 47 10 07.55537(N) 092 28 36.79994(W) ADJUSTED SJ2163* NAVD 88 - 405.6 (meters) 1331. (feet) GPS OBS SJ2163 ___________________________________________________________________ SJ2163 X - -187,740.817 (meters) COMP SJ2163 Y - -4,340,144.174 (meters) COMP SJ2163 Z - 4,654,816.018 (meters) COMP SJ2163 LAPLACE CORR- 2.33 (seconds) DEFLEC99 SJ2163 ELLIP HEIGHT- 376.02 (meters) (06/18/03) GPS OBS SJ2163 GEOID HEIGHT- -29.61 (meters) GEOID99 SJ2163 SJ2163 HORZ ORDER - FIRST SJ2163 ELLP ORDER - THIRD CLASS I SJ2163 SJ2163.The horizontal coordinates were established by GPS observations SJ2163.and adjusted by the MN DEPT OF TRANSP in June 2003. SJ2163 SJ2163.The orthometric height was determined by GPS observations and a SJ2163.high-resolution geoid model. SJ2163 SJ2163.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ2163 SJ2163.The Laplace correction was computed from DEFLEC99 derived deflections. SJ2163 SJ2163.The ellipsoidal height was determined by GPS observations SJ2163.and is referenced to NAD 83. SJ2163 SJ2163.The geoid height was determined by GEOID99. SJ2163 SJ2163; North East Units Scale Converg. SJ2163;SPC MN N - 174,539.879 847,239.977 MT 0.99997001 +0 27 42.7 SJ2163;UTM 15 - 5,224,051.395 539,644.383 MT 0.99961932 +0 23 01.1 SJ2163 SJ2163|---------------------------------------------------------------------| SJ2163| PID Reference Object Distance Geod. Az | SJ2163| dddmmss.s | SJ2163| SJ2162 COTTON 47.420 METERS 06321 | SJ2163| SJ0165 G 165 27.801 METERS 17057 | SJ2163| CJ2402 COTTON 2 RM 4 22.072 METERS 27112 | SJ2163|---------------------------------------------------------------------| SJ2163 SJ2163 SUPERSEDED SURVEY CONTROL SJ2163 SJ2163 NAD 83(1996)- 47 10 07.55549(N) 092 28 36.79723(W) AD( ) 3 SJ2163 NAD 83(1986)- 47 10 07.55427(N) 092 28 36.79999(W) AD( ) 3 SJ2163 NAD 27 - 47 10 07.78600(N) 092 28 36.12000(W) AD( ) 3 SJ2163 SJ2163.Superseded values are not recommended for survey control. SJ2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ2163.See file dsdata.txt to determine how the superseded data were derived. SJ2163 SJ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3964424051(NAD 83) SJ2163_MARKER: DS = TRIANGULATION STATION DISK SJ2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ2163_STAMPING: COTTON 2 1963 SJ2163_MARK LOGO: CGS SJ2163_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ2163+STABILITY: SURFACE MOTION SJ2163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ2163+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 SJ2163 SJ2163 HISTORY - Date Condition Report By SJ2163 HISTORY - 1963 MONUMENTED CGS SJ2163 HISTORY - 1966 GOOD CGS SJ2163 HISTORY - 19920818 GOOD MNDT SJ2163 HISTORY - 19990401 GOOD MNDT SJ2163 SJ2163 STATION DESCRIPTION SJ2163 SJ2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WGT) SJ2163'STATION IS AT THE VILLAGE OF COTTON, IN THE SOUTHWEST ANGLE OF SJ2163'JUNCTION OF U.S. HIGHWAY 53 AND STATE HIGHWAY 52, SOUTH ACROSS A SJ2163'DRIVEWAY FROM WICKSTROMS STORE AND SERVICE STATION, 47 FEET WEST SJ2163'OF THE CENTERLINE OF OLD U.S. 53, 32 FEET SOUTH OF THE CENTERLINE SJ2163'OF A DRIVEWAY AND 14.4 FEET SOUTHEAST OF A 10-INCH PINE TREE THAT SJ2163'IS NEAR THE NORTHEAST CORNER OF A VACANT LOT. THE STATION MARK SJ2163'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED COTTON 2 1963. SJ2163' SJ2163'BENCH MARK G 165 RESET (R.M. NO. 3) IS SOUTH OF THE STATION, SJ2163'NEAR THE NORTHEAST CORNER OF SCHOOL YARD AND 43 FEET WEST OF THE SJ2163'CENTERLINE OF OLD U.S. 53. THE MARK IS A STANDARD BENCH MARK SJ2163'DISK, STAMPED G 165 RESET 1963 AND SET IN THE TOP OF A CONCRETE SJ2163'POST THAT IS FLUSH WITH THE GROUND. SJ2163' SJ2163'R.M. NO. 4 IS WEST OF THE STATION, ABOUT 12 FEET SOUTH OF THE SJ2163'CENTERLINE OF A DRIVEWAY AND IS ABOUT IN LINE WITH AN EAST-WEST SJ2163'ROW OF PINE TREES. THE MARK IS ABOUT FLUSH WITH THE GROUND SJ2163'AND THE DISK IS STAMPED COTTON 2 NO 4 1963. SJ2163' SJ2163'THERE IS AN AZIMUTH MARK ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE SJ2163'STATION AND ABOUT 34 FEET WEST OF THE CENTERLINE OF U.S. 53. SJ2163'OBSERVATIONS WERE NOTE MADE TO THIS MARK AS IT WAS NOT VISABLE FROM SJ2163'THE GROUND AT STATION COTTON. IF STATION COTTON 2 IS OCCUPIED SJ2163'SOME TIME IN THE FUTURE IT MAY BE POSSIBLE TO DETERMINE THE SJ2163'DIRECTION TO THIS MARK. SJ2163' SJ2163'NOTE--ACCORDING TO HIGHWAY PLANS, U.S. HIGHWAY 53 WILL BE SJ2163'REROUTED JUST EAST OF ITS PRESENT LOCATION IN THIS AREA AND THAT OLD SJ2163'U.S. 53 WILL BE USED FOR A SERVICE ROAD. SJ2163' SJ2163'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. SJ2163 SJ2163 STATION RECOVERY (1966) SJ2163 SJ2163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB) SJ2163'STATION RECOVERED AS DESCRIBED AND STATION, R.M. NO. 4 AND B.M. SJ2163'G 165 RESET WERE FOUND IN GOOD CONDITION. THE 1963 DESCRIPTION SJ2163'IS ADEQUATE FOR RECOVERY. SJ2163 SJ2163 STATION RECOVERY (1992) SJ2163 SJ2163'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ2163'THE STATION WAS RECOVERED SW OF JCT CO RD 52 AND TH 53. RM 4 WAS NOT SJ2163'FOUND IN 1992. THE 10 INCH PINE TREE IS GONE. ADDITIONS AND CHANGES SJ2163'TO THE DESCRIPTION FOLLOW. THE STATION IS 55.8 FT (17.0 M) SE OF THE SJ2163'SE CORNER OF COTTON CONVENIENCE STORE, 47 FT (14.3 M) WEST OF OLD 53, SJ2163'32 FT (9.8 M) SOUTH OF DRIVEWAY, AND 7.6 FT (2.3 M) EAST OF THE SE SJ2163'CORNER OF A WOOD FENCE. SJ2163 SJ2163 STATION RECOVERY (1999) SJ2163 SJ2163'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) SJ2163'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0123 *********************************************************************** RN0123 DESIGNATION - D 29 RN0123 PID - RN0123 RN0123 STATE/COUNTY- MN/ST LOUIS RN0123 USGS QUAD - INDEPENDENCE (1981) RN0123 RN0123 *CURRENT SURVEY CONTROL RN0123 ___________________________________________________________________ RN0123* NAD 83(1986)- 46 55 23. (N) 092 24 44. (W) SCALED RN0123* NAVD 88 - 411.486 (meters) 1350.02 (feet) ADJUSTED RN0123 ___________________________________________________________________ RN0123 GEOID HEIGHT- -28.84 (meters) GEOID99 RN0123 DYNAMIC HT - 411.512 (meters) 1350.10 (feet) COMP RN0123 MODELED GRAV- 980,665.3 (mgal) NAVD 88 RN0123 RN0123 VERT ORDER - SECOND CLASS 0 RN0123 RN0123.The horizontal coordinates were scaled from a topographic map and have RN0123.an estimated accuracy of +/- 6 seconds. RN0123 RN0123.The orthometric height was determined by differential leveling RN0123.and adjusted by the National Geodetic Survey in June 1991. RN0123 RN0123.The geoid height was determined by GEOID99. RN0123 RN0123.The dynamic height is computed by dividing the NAVD 88 RN0123.geopotential number by the normal gravity value computed on the RN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN0123.degrees latitude (g = 980.6199 gals.). RN0123 RN0123.The modeled gravity was interpolated from observed gravity values. RN0123 RN0123; North East Units Estimated Accuracy RN0123;SPC MN N - 147,270. 852,390. MT (+/- 180 meters Scaled) RN0123 RN0123 SUPERSEDED SURVEY CONTROL RN0123 RN0123 NGVD 29 - 411.358 (m) 1349.60 (f) ADJ UNCH 2 0 RN0123 RN0123.Superseded values are not recommended for survey control. RN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0123.See file dsdata.txt to determine how the superseded data were derived. RN0123 RN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM447967(NAD 83) RN0123_MARKER: DB = BENCH MARK DISK RN0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN0123_STAMPING: D 29 1934 RN0123_MARK LOGO: CGS RN0123_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RN0123+STABILITY: SURFACE MOTION RN0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RN0123+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992 RN0123 RN0123 HISTORY - Date Condition Report By RN0123 HISTORY - 1934 MONUMENTED CGS RN0123 HISTORY - 1935 GOOD NGS RN0123 HISTORY - 19920831 SEE DESCRIPTION MNDT RN0123 RN0123 STATION DESCRIPTION RN0123 RN0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 RN0123'5.5 MI NE FROM SAGINAW. RN0123'5.5 MILES NORTHEAST ALONG THE ABANDONED DULUTH AND NORTHEASTERN RN0123'RAILROAD FROM SAGINAW, ST. LOUIS COUNTY, 2 RAILS SOUTH OF THE CROSSING RN0123'OF U.S. HIGHWAY 53, OPPOSITE THE RUDDWAY SERVICE STATION ON THE RN0123'HIGHWAY, 30 FEET EAST OF THE OLD ROADBED, AND AT A FENCE CORNER. A RN0123'STANDARD DISK, STAMPED D 29 1934 AND SET IN THE TOP OF A CONCRETE RN0123'POST. RN0123 RN0123 STATION RECOVERY (1992) RN0123 RN0123'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN0123'SEARCHED FOR AND NOT FOUND, APPEARS TO BE DESTROYED DUE TO ROAD RN0123'CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6511 *********************************************************************** DF6511 DESIGNATION - DENCE DF6511 PID - DF6511 DF6511 STATE/COUNTY- MN/ST LOUIS DF6511 USGS QUAD - INDEPENDENCE (1981) DF6511 DF6511 *CURRENT SURVEY CONTROL DF6511 ___________________________________________________________________ DF6511* NAD 83(1996)- 46 58 49.88465(N) 092 28 16.13574(W) ADJUSTED DF6511* NAVD 88 - 401.5 (meters) 1317. (feet) GPS OBS DF6511 ___________________________________________________________________ DF6511 X - -187,966.650 (meters) COMP DF6511 Y - -4,355,471.026 (meters) COMP DF6511 Z - 4,640,560.183 (meters) COMP DF6511 LAPLACE CORR- 2.48 (seconds) DEFLEC99 DF6511 ELLIP HEIGHT- 372.49 (meters) (06/18/03) GPS OBS DF6511 GEOID HEIGHT- -29.07 (meters) GEOID99 DF6511 DF6511 HORZ ORDER - FIRST DF6511 ELLP ORDER - THIRD CLASS I DF6511 DF6511.The horizontal coordinates were established by GPS observations DF6511.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6511 DF6511.The orthometric height was determined by GPS observations and a DF6511.high-resolution geoid model. DF6511 DF6511.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6511 DF6511.The Laplace correction was computed from DEFLEC99 derived deflections. DF6511 DF6511.The ellipsoidal height was determined by GPS observations DF6511.and is referenced to NAD 83. DF6511 DF6511.The geoid height was determined by GEOID99. DF6511 DF6511; North East Units Scale Converg. DF6511;SPC MN N - 153,617.009 847,845.385 MT 1.00001318 +0 27 58.0 DF6511;UTM 15 - 5,203,135.477 540,220.785 MT 0.99961988 +0 23 12.0 DF6511 DF6511 SUPERSEDED SURVEY CONTROL DF6511 DF6511.No superseded survey control is available for this station. DF6511 DF6511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4022103135(NAD 83) DF6511_MARKER: DH = HORIZONTAL CONTROL DISK DF6511_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6511_STAMPING: DENCE 1992 DF6511_MARK LOGO: MNDT DF6511_PROJECTION: RECESSED 3 CENTIMETERS DF6511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6511+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6511_ROD/PIPE-DEPTH: 3.7 meters DF6511 DF6511 HISTORY - Date Condition Report By DF6511 HISTORY - 1992 MONUMENTED MNDT DF6511 HISTORY - 19990401 GOOD MNDT DF6511 DF6511 STATION DESCRIPTION DF6511 DF6511'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6511'THE STATION IS ABOUT 4-1/4 MI SOUTH OF CANYON, IN THE NE 1/4 OF DF6511'SECTION 22, T52N, R17W. THE STATION IS 3.95 MI (6.36 KM) SOUTH OF CO DF6511'RD 152 IN CANYON, AT TH 53 MP 25.9. THE STATION IS 89.6 FT (27.3 M) DF6511'WEST OF THE CENTER OF THE NB LANE OF TH 53, 32.7 FT (10.0 M) EAST OF DF6511'THE CENTER OF THE SB LANE OF TH 53, 37.7 FT (11.5 M) NNW OF THE EAST DF6511'END OF A 48 INCH CONCRETE CULVERT, 74.8 FT (22.8 M) NW OF THE WEST END DF6511'OF A 48 INCH CONCRETE CULVERT, 2.6 FT (0.8 M) NORTH OF A STEEL WITNESS DF6511'POST. DF6511 DF6511 STATION RECOVERY (1999) DF6511 DF6511'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6511'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC5014 *********************************************************************** AC5014 CBN - This is a Cooperative Base Network Control Station. AC5014 DESIGNATION - DLH A AC5014 PID - AC5014 AC5014 STATE/COUNTY- MN/ST LOUIS AC5014 USGS QUAD - DULUTH HEIGHTS (1993) AC5014 AC5014 *CURRENT SURVEY CONTROL AC5014 ___________________________________________________________________ AC5014* NAD 83(1996)- 46 50 16.10702(N) 092 10 54.64399(W) ADJUSTED AC5014* NAVD 88 - 428.2 (meters) 1405. (feet) GPS OBS AC5014 ___________________________________________________________________ AC5014 X - -166,414.133 (meters) COMP AC5014 Y - -4,367,961.852 (meters) COMP AC5014 Z - 4,629,740.890 (meters) COMP AC5014 LAPLACE CORR- 3.99 (seconds) DEFLEC99 AC5014 ELLIP HEIGHT- 399.96 (meters) (01/15/97) GPS OBS AC5014 GEOID HEIGHT- -28.23 (meters) GEOID99 AC5014 AC5014 HORZ ORDER - B AC5014 ELLP ORDER - FOURTH CLASS I AC5014 AC5014.This mark is at Duluth Int'l Airport (DLH) AC5014 AC5014.The horizontal coordinates were established by GPS observations AC5014.and adjusted by the National Geodetic Survey in January 1997. AC5014 AC5014.The orthometric height was determined by GPS observations and a AC5014.high-resolution geoid model. AC5014 AC5014.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5014 AC5014.The Laplace correction was computed from DEFLEC99 derived deflections. AC5014 AC5014.The ellipsoidal height was determined by GPS observations AC5014.and is referenced to NAD 83. AC5014 AC5014.The geoid height was determined by GEOID99. AC5014 AC5014; North East Units Scale Converg. AC5014;SPC MN N - 137,972.262 870,044.255 MT 1.00005298 +0 40 50.0 AC5014;UTM 15 - 5,187,465.425 562,388.508 MT 0.99964784 +0 35 48.5 AC5014 AC5014 SUPERSEDED SURVEY CONTROL AC5014 AC5014.No superseded survey control is available for this station. AC5014 AC5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6238987465(NAD 83) AC5014_MARKER: I = METAL ROD AC5014_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC5014_STAMPING: DLH A 1995 AC5014_MARK LOGO: MNDT AC5014_PROJECTION: FLUSH AC5014_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC5014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC5014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5014+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003 AC5014_ROD/PIPE-DEPTH: 6.1 meters AC5014_SLEEVE-DEPTH : 0.9 meters AC5014 AC5014 HISTORY - Date Condition Report By AC5014 HISTORY - 1995 MONUMENTED MNDT AC5014 HISTORY - 20010401 GOOD MNDT AC5014 HISTORY - 20011201 GOOD MNDT AC5014 HISTORY - 20030620 GOOD SKW AC5014 AC5014 STATION DESCRIPTION AC5014 AC5014'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH) AC5014'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1995. THE MARK IS AC5014'LOCATED AT THE NW EDGE OF THE CITY OF DULUTH AT THE DULUTH INT AC5014'AIRPORT, IN THE SE 1/4 OF SECTION 1, T50N, R15W. TO REACH THE MARK AC5014'FROM THE JCT OF TH 194 AND TH 53 AT THE MILLER HILL MALL IN NW DULUTH, AC5014'GO NW FOR 1.25 MI (2.01 KM) ALONG TH 194 AND TH 53, THEN GO NORTH FOR AC5014'1.5 MI (2.4 KM) ALONG HAINES RD, THEN GO NW ON A RD FOR 0.3 MI (0.5 AC5014'KM) TO THE AIRPORT TERMINAL, THEN GO SW ON A RD FOR 0.15 MI (0.24 KM) AC5014'TO THE MARK ON THE RIGHT. THE MARK IS A PUNCH MARK ON THE TOP OF A AC5014'DRIVEN 1/2 INCH DIAMETER BY 20 FT (6.1 M) LONG STAINLESS STEEL ROD AC5014'WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE. ACCESS TO THE DATUM AC5014'POINT IS THROUGH A 5 INCH LOGO CAP THAT IS FLUSH WITH THE GROUND AND AC5014'STAMPED---DLH A 1995---, SET ON THE TOP OF A 5 INCH DIAMETER BY 24 AC5014'INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN AC5014'CONCRETE. A METAL SPIKE PLACED IN THE SILICA SAND MAKES THE MARK AC5014'MAGNETIC. THE MARK IS 51 FT (15.5 M) WSW OF RD, 14.2 FT (4.3 M) EAST AC5014'OF A FENCE, 114.3 FT (34.8 M) SW OF A LIGHT POLE, 95.7 FT (29.2 M) WNW AC5014'OF A LIGHT POLE, AND 13.1 FT (4.0 M) EAST OF A WIT POST. DESCRIBED BY AC5014'DAVID K. HERDER, TYPED BY G.W.O. AC5014 AC5014 STATION RECOVERY (2001) AC5014 AC5014'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) AC5014'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. SLEEVE IS A 3 AC5014'FT PLASTIC STABILIZING SLEEVE. AC5014 AC5014 STATION RECOVERY (2001) AC5014 AC5014'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) AC5014'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AC5014 AC5014 STATION RECOVERY (2003) AC5014 AC5014'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC) AC5014'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6506 *********************************************************************** DF6506 DESIGNATION - DODO DF6506 PID - DF6506 DF6506 STATE/COUNTY- MN/ST LOUIS DF6506 USGS QUAD - CANYON (1976) DF6506 DF6506 *CURRENT SURVEY CONTROL DF6506 ___________________________________________________________________ DF6506* NAD 83(1996)- 47 07 10.08875(N) 092 28 19.06696(W) ADJUSTED DF6506* NAVD 88 - 412.4 (meters) 1353. (feet) GPS OBS DF6506 ___________________________________________________________________ DF6506 X - -187,541.178 (meters) COMP DF6506 Y - -4,344,179.049 (meters) COMP DF6506 Z - 4,651,093.321 (meters) COMP DF6506 LAPLACE CORR- 2.68 (seconds) DEFLEC99 DF6506 ELLIP HEIGHT- 382.96 (meters) (06/18/03) GPS OBS DF6506 GEOID HEIGHT- -29.47 (meters) GEOID99 DF6506 DF6506 HORZ ORDER - FIRST DF6506 ELLP ORDER - THIRD CLASS I DF6506 DF6506.The horizontal coordinates were established by GPS observations DF6506.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6506 DF6506.The orthometric height was determined by GPS observations and a DF6506.high-resolution geoid model. DF6506 DF6506.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6506 DF6506.The Laplace correction was computed from DEFLEC99 derived deflections. DF6506 DF6506.The ellipsoidal height was determined by GPS observations DF6506.and is referenced to NAD 83. DF6506 DF6506.The geoid height was determined by GEOID99. DF6506 DF6506; North East Units Scale Converg. DF6506;SPC MN N - 169,062.771 847,657.937 MT 0.99998029 +0 27 55.8 DF6506;UTM 15 - 5,218,575.668 540,054.701 MT 0.99961972 +0 23 13.0 DF6506 DF6506 SUPERSEDED SURVEY CONTROL DF6506 DF6506.No superseded survey control is available for this station. DF6506 DF6506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4005518576(NAD 83) DF6506_MARKER: DH = HORIZONTAL CONTROL DISK DF6506_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6506_STAMPING: DODO 1992 DF6506_MARK LOGO: MNDT DF6506_PROJECTION: RECESSED 5 CENTIMETERS DF6506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6506+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6506_ROD/PIPE-DEPTH: 3.0 meters DF6506 DF6506 HISTORY - Date Condition Report By DF6506 HISTORY - 1992 MONUMENTED MNDT DF6506 HISTORY - 19990401 GOOD MNDT DF6506 DF6506 STATION DESCRIPTION DF6506 DF6506'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6506'THE STATION IS IN THE NW 1/4 OF SECTION 35, T54N, R17W, 3.4 MI (5.5 DF6506'KM) SOUTH OF CO RD 737 IN COTTON, AT TH 53 MP 35.5, 31.4 FT (9.6 M) DF6506'WEST OF THE CENTER OF THE SB LANE OF TH 53, 134.5 FT (41.0 M) SW OF A DF6506'CULVERT MARKER POST, 121.8 FT (37.1 M) SOUTH OF A CULVERT MARKER POST, DF6506'4.5 FT (1.4 M) EAST OF A STEEL WITNESS POST. DF6506 DF6506 STATION RECOVERY (1999) DF6506 DF6506'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6506'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0157 *********************************************************************** SJ0157 DESIGNATION - E 163 SJ0157 PID - SJ0157 SJ0157 STATE/COUNTY- MN/ST LOUIS SJ0157 USGS QUAD - CENTRAL LAKES (1969) SJ0157 SJ0157 *CURRENT SURVEY CONTROL SJ0157 ___________________________________________________________________ SJ0157* NAD 83(1986)- 47 20 56. (N) 092 28 25. (W) SCALED SJ0157* NAVD 88 - 413.405 (meters) 1356.31 (feet) ADJUSTED SJ0157 ___________________________________________________________________ SJ0157 GEOID HEIGHT- -29.84 (meters) GEOID99 SJ0157 DYNAMIC HT - 413.447 (meters) 1356.45 (feet) COMP SJ0157 MODELED GRAV- 980,700.9 (mgal) NAVD 88 SJ0157 SJ0157 VERT ORDER - SECOND CLASS 0 SJ0157 SJ0157.The horizontal coordinates were scaled from a topographic map and have SJ0157.an estimated accuracy of +/- 6 seconds. SJ0157 SJ0157.The orthometric height was determined by differential leveling SJ0157.and adjusted by the National Geodetic Survey in June 1991. SJ0157 SJ0157.The geoid height was determined by GEOID99. SJ0157 SJ0157.The dynamic height is computed by dividing the NAVD 88 SJ0157.geopotential number by the normal gravity value computed on the SJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0157.degrees latitude (g = 980.6199 gals.). SJ0157 SJ0157.The modeled gravity was interpolated from observed gravity values. SJ0157 SJ0157; North East Units Estimated Accuracy SJ0157;SPC MN N - 194,570. 847,330. MT (+/- 180 meters Scaled) SJ0157 SJ0157 SUPERSEDED SURVEY CONTROL SJ0157 SJ0157 NGVD 29 - 413.196 (m) 1355.63 (f) ADJ UNCH 2 0 SJ0157 SJ0157.Superseded values are not recommended for survey control. SJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0157.See file dsdata.txt to determine how the superseded data were derived. SJ0157 SJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN397440(NAD 83) SJ0157_MARKER: DB = BENCH MARK DISK SJ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0157_STAMPING: E 163 1935 SJ0157_MARK LOGO: CGS SJ0157_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0157+STABILITY: SURFACE MOTION SJ0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ0157+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992 SJ0157 SJ0157 HISTORY - Date Condition Report By SJ0157 HISTORY - 1935 MONUMENTED CGS SJ0157 HISTORY - 19920901 GOOD MNDT SJ0157 SJ0157 STATION DESCRIPTION SJ0157 SJ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 SJ0157'9.3 MI S FROM EVELETH. SJ0157'36 FT. NORTH OF CENTER OF COUNTRY ROAD. 24 FT. NORTH OF MAIN HIGHWAY SJ0157'STOP SIGN. 54 FT. EAST OF CENTER OF U. S. HIGHWAY NO. 53. 6 FT. EAST SJ0157'OF ELECTRIC LINE POLE. SJ0157 SJ0157 STATION RECOVERY (1992) SJ0157 SJ0157'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0157'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0157'THE MARK IS 9.8 MI (15.8 KM) SOUTH OF EVELETH, 2 MI (3.2 KM) SOUTH OF SJ0157'ST LOUIS RIVER, 54 FT (16.5 M) EAST OF OLD TH 53, 36 FT (11.0 M) NORTH SJ0157'OF RD, AT TH 53 MP 51.65, AT TH 53 STA 2136+00, 1 FT (0.3 M) WEST OF SJ0157'WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC5015 *********************************************************************** AC5015 CBN - This is a Cooperative Base Network Control Station. AC5015 DESIGNATION - ELBURG AC5015 PID - AC5015 AC5015 STATE/COUNTY- MN/ST LOUIS AC5015 USGS QUAD - COTTON (1969) AC5015 AC5015 *CURRENT SURVEY CONTROL AC5015 ___________________________________________________________________ AC5015* NAD 83(1996)- 47 12 17.08760(N) 092 29 15.30625(W) ADJUSTED AC5015* NAVD 88 - 408.0 (meters) 1339. (feet) GPS OBS AC5015 ___________________________________________________________________ AC5015 X - -188,423.749 (meters) COMP AC5015 Y - -4,337,178.828 (meters) COMP AC5015 Z - 4,657,536.497 (meters) COMP AC5015 LAPLACE CORR- 1.67 (seconds) DEFLEC99 AC5015 ELLIP HEIGHT- 378.40 (meters) (01/15/97) GPS OBS AC5015 GEOID HEIGHT- -29.70 (meters) GEOID99 AC5015 AC5015 HORZ ORDER - B AC5015 ELLP ORDER - FOURTH CLASS I AC5015 AC5015.The horizontal coordinates were established by GPS observations AC5015.and adjusted by the National Geodetic Survey in January 1997. AC5015 AC5015.The orthometric height was determined by GPS observations and a AC5015.high-resolution geoid model. AC5015 AC5015.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5015 AC5015.The Laplace correction was computed from DEFLEC99 derived deflections. AC5015 AC5015.The ellipsoidal height was determined by GPS observations AC5015.and is referenced to NAD 83. AC5015 AC5015.The geoid height was determined by GEOID99. AC5015 AC5015; North East Units Scale Converg. AC5015;SPC MN N - 178,533.327 846,397.392 MT 0.99996296 +0 27 14.2 AC5015;UTM 15 - 5,228,044.599 538,807.531 MT 0.99961851 +0 22 33.6 AC5015 AC5015 SUPERSEDED SURVEY CONTROL AC5015 AC5015.No superseded survey control is available for this station. AC5015 AC5015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3880828045(NAD 83) AC5015_MARKER: DH = HORIZONTAL CONTROL DISK AC5015_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC5015_STAMPING: ELBURG 1992 AC5015_MARK LOGO: MNDT AC5015_PROJECTION: RECESSED 5 CENTIMETERS AC5015_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC5015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC5015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5015+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001 AC5015_ROD/PIPE-DEPTH: 4.6 meters AC5015 AC5015 HISTORY - Date Condition Report By AC5015 HISTORY - 1992 MONUMENTED MNDT AC5015 HISTORY - 19950727 GOOD MNDT AC5015 HISTORY - 20000729 GOOD MNDT AC5015 HISTORY - 20010401 GOOD MNDT AC5015 AC5015 STATION DESCRIPTION AC5015 AC5015'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) AC5015'THE STATION IS LOCATED ABOUT 6-1/4 MI SOUTH OF CENTRAL LAKES, IN THE AC5015'SW 1/4 OF SECTION 34, T55N, R17W. THE STATION IS 2.50 MI (4.02 KM) AC5015'NORTH OF CO RD 52 IN COTTON, AT TH 53 MP 41.5. THE STATION IS 96.0 FT AC5015'(29.3 M) EAST OF THE CENTER OF THE NB LANE OF TH 53, 109.0 FT (33.2 M) AC5015'SOUTH OF THE CENTER OF A DRIVEWAY, 72.5 FT (22.1 M) SOUTH OF A P-POLE, AC5015'4.2 FT (1.3 M) WEST OF A R/W POST, 4.5 FT (1.4 M) WNW OF A R/W AC5015'MONUMENT, 2.9 FT (0.9 M) NORTH OF A STEEL WITNESS POST, AND 1 INCH AC5015'BELOW THE SURFACE OF THE GROUND. AC5015 AC5015 STATION RECOVERY (1995) AC5015 AC5015'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) AC5015'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED ABOUT AC5015'2-1/2 MI NORTH OF THE TOWN OF COTTON IN THE SW 1/4 OF SECTION 34, AC5015'T55N, R17W. TO REACH THE MARK FROM THE JCT OF TH 53 AND CO RD 52 IN AC5015'COTTON, GO NORTH ON TH 53 FOR 2.5 MI (4.0 KM) TO TH 53 MP 41.5 AND THE AC5015'MARK ON THE RIGHT. THE MARK, A DISK SET ON A 15 FT (4.6 M) LONG AC5015'DRIVEN ALUMINUM ROD, IS 96 FT (29.3 M) EAST OF NB TH 53, 109 FT (33.2 AC5015'M) SOUTH OF A DRIVEWAY, 72.5 FT (22.1 M) SOUTH OF A P-POLE, 4.2 FT AC5015'(1.3 M) WEST OF A R/W POST, 4.5 FT (1.4 M) WNW OF A R/W MON, AND 2.9 AC5015'FT (0.9 M) NORTH OF WIT POST. RECOVERED AND DESCRIBED BY DAVID K. AC5015'HERDER, TYPED BY G.W.O. AC5015 AC5015 STATION RECOVERY (2000) AC5015 AC5015'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (KH) AC5015'RECOVERED AS DESCRIBED. AC5015' AC5015 AC5015 STATION RECOVERY (2001) AC5015 AC5015'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) AC5015'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ4404 *********************************************************************** AJ4404 FBN - This is a Federal Base Network Control Station. AJ4404 DESIGNATION - EVELPORT 2 AJ4404 PID - AJ4404 AJ4404 STATE/COUNTY- MN/ST LOUIS AJ4404 USGS QUAD - EVELETH (1983) AJ4404 AJ4404 *CURRENT SURVEY CONTROL AJ4404 ___________________________________________________________________ AJ4404* NAD 83(1996)- 47 25 25.31752(N) 092 30 31.83674(W) ADJUSTED AJ4404* NAVD 88 - 420.35 (meters) 1379.1 (feet) LEVELING AJ4404 ___________________________________________________________________ AJ4404 X - -189,249.996 (meters) COMP AJ4404 Y - -4,319,239.071 (meters) COMP AJ4404 Z - 4,674,049.966 (meters) COMP AJ4404 LAPLACE CORR- 0.65 (seconds) DEFLEC99 AJ4404 ELLIP HEIGHT- 390.40 (meters) (07/02/01) GPS OBS AJ4404 GEOID HEIGHT- -29.93 (meters) GEOID99 AJ4404 AJ4404 HORZ ORDER - B AJ4404 VERT ORDER - THIRD ? AJ4404 ELLP ORDER - FOURTH CLASS I AJ4404 AJ4404.The horizontal coordinates were established by GPS observations AJ4404.and adjusted by the National Geodetic Survey in July 2001. AJ4404 AJ4404.The orthometric height was determined by differential leveling. AJ4404.The vertical network tie was performed by a horz. field party for horz. AJ4404.obs reductions. Reset procedures were used to establish the elevation. AJ4404 AJ4404.Photographs are available for this station. AJ4404 AJ4404.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ4404 AJ4404.The Laplace correction was computed from DEFLEC99 derived deflections. AJ4404 AJ4404.The ellipsoidal height was determined by GPS observations AJ4404.and is referenced to NAD 83. AJ4404 AJ4404.The geoid height was determined by GEOID99. AJ4404 AJ4404; North East Units Scale Converg. AJ4404;SPC MN N - 202,861.230 844,600.703 MT 0.99992849 +0 26 17.4 AJ4404;UTM 15 - 5,252,366.948 537,044.200 MT 0.99961686 +0 21 42.0 AJ4404 AJ4404: Primary Azimuth Mark Grid Az AJ4404:SPC MN N - VIRGETH 023 38 39.8 AJ4404:UTM 15 - VIRGETH 023 43 15.2 AJ4404 AJ4404|---------------------------------------------------------------------| AJ4404| PID Reference Object Distance Geod. Az | AJ4404| dddmmss.s | AJ4404| SJ0325 VIRGETH 494.954 METERS 0240457.2 | AJ4404|---------------------------------------------------------------------| AJ4404 AJ4404 SUPERSEDED SURVEY CONTROL AJ4404 AJ4404.No superseded survey control is available for this station. AJ4404 AJ4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3704452367(NAD 83) AJ4404_MARKER: DD = SURVEY DISK AJ4404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ4404_STAMPING: EVELPORT 2 1999 AJ4404_MARK LOGO: MNDT AJ4404_PROJECTION: PROJECTING 6 CENTIMETERS AJ4404_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ4404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ4404+STABILITY: SURFACE MOTION AJ4404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ4404+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002 AJ4404 AJ4404 HISTORY - Date Condition Report By AJ4404 HISTORY - 1999 MONUMENTED MNDT AJ4404 HISTORY - 20010401 GOOD MNDT AJ4404 HISTORY - 200111 GOOD MNDT AJ4404 HISTORY - 20020401 GOOD MNDT AJ4404 AJ4404 STATION DESCRIPTION AJ4404 AJ4404'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH) AJ4404'THE MARK IS LOCATED ABOUT 3 MI SE OF THE TOWN OF EVELETH, MN IN AJ4404'THE SW 1/4 OF SECTION 16, T5N, R17W. AJ4404'TO REACH THE MARK FROM THE INTERSECTION OF TH 53 AND TH 37 IN AJ4404'EVELETH, GO SOUTH ALONG TH 53 FOR 0.8 MI TO THE INTERSECTION WITH AJ4404'CR 132. TURN LEFT AND GO EAST AND SOUTHWARD FOR 2.1 MI TO A AJ4404'GRAVEL ROAD (SOUTH ROAD) ON THE LEFT AND THE STATION ON THE LEFT. AJ4404'THE MARK, A DISK SET, BUT NOT CENTERED IN, A CONCRETE MONUMENT, AJ4404'AND NEARLY IN THE SAME LOCATION AS DESTROYED MARK EVELPORT, IS AJ4404'0.3 MI SOUTH OF THE EVELETH AIRPORT ENTRANCE, 80 FT ESE OF CO RD AJ4404'132, 106 FT NORTH OF THE CENTER OF SOUTH STREET, 141.1 FT NNE OF A AJ4404'RED AND WHITE POLE, 4 FT ESE OF A WITNESS POST, 20.6 FT WNW OF A AJ4404'FENCE AND 77.8 FT NW OF A FENCE CORNER. AJ4404' AJ4404' AJ4404 AJ4404 STATION RECOVERY (2001) AJ4404 AJ4404'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) AJ4404'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) AJ4404'PLEASE NOTE THAT THE MARK WAS SET IN 1999 NOT 2000 AS POSTED AND THAT AJ4404'THE STAMPING IS --- EVELPORT 2 1999 ---. AJ4404 AJ4404 STATION RECOVERY (2001) AJ4404 AJ4404'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) AJ4404'THE MARK IS LOCATED ABOUT 3 MI SE OF THE TOWN OF EVELETH, MN INTHE AJ4404'SW 1/4 OF SECTION 16, T5N, R17W.TO REACH THE MARK FROM THE AJ4404'INTERSECTION OF TH 53 AND TH 37 INEVELETH, GO SOUTH ALONG TH 53 FOR AJ4404'0.8 MI TO THE INTERSECTION WITHCR 132. TURN LEFT AND GO EAST AND AJ4404'SOUTHWARD FOR 2.1 MI TO AGRAVEL ROAD (SOUTH AIRPORT ROAD) ON THE AJ4404'LEFT AND THE STATION ON THE LEFT.THE MARK, A DISK SET, BUT NOT AJ4404'CENTERED IN, A CONCRETE MONUMENT, FLUSH, AND NEARLY IN THE SAME AJ4404'LOCATION AS DESTROYED MARK EVELPORT, IS 0.3 MI SOUTH OF THE AJ4404'EVELETH AIRPORT ENTRANCE, 80 FT ESE OF CO RD132, 106 FT NORTH OF AJ4404'THE CENTER OF SOUTH AIRPORT ROAD, 141.1 FT NNE OF ARED AND WHITE AJ4404'POLE, 4 FT SOUTH OF A WITNESS POST, 20.6 FT WNW OF AFENCE AND 77.8 FT AJ4404'NW OF A FENCE CORNER. AJ4404' AJ4404' AJ4404 AJ4404 STATION RECOVERY (2002) AJ4404 AJ4404'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) AJ4404'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0158 *********************************************************************** SJ0158 DESIGNATION - F 163 SJ0158 PID - SJ0158 SJ0158 STATE/COUNTY- MN/ST LOUIS SJ0158 USGS QUAD - CENTRAL LAKES (1969) SJ0158 SJ0158 *CURRENT SURVEY CONTROL SJ0158 ___________________________________________________________________ SJ0158* NAD 83(1986)- 47 19 09. (N) 092 28 09. (W) SCALED SJ0158* NAVD 88 - 418.165 (meters) 1371.93 (feet) ADJUSTED SJ0158 ___________________________________________________________________ SJ0158 GEOID HEIGHT- -29.82 (meters) GEOID99 SJ0158 DYNAMIC HT - 418.203 (meters) 1372.05 (feet) COMP SJ0158 MODELED GRAV- 980,691.7 (mgal) NAVD 88 SJ0158 SJ0158 VERT ORDER - SECOND CLASS 0 SJ0158 SJ0158.The horizontal coordinates were scaled from a topographic map and have SJ0158.an estimated accuracy of +/- 6 seconds. SJ0158 SJ0158.The orthometric height was determined by differential leveling SJ0158.and adjusted by the National Geodetic Survey in June 1991. SJ0158 SJ0158.The geoid height was determined by GEOID99. SJ0158 SJ0158.The dynamic height is computed by dividing the NAVD 88 SJ0158.geopotential number by the normal gravity value computed on the SJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0158.degrees latitude (g = 980.6199 gals.). SJ0158 SJ0158.The modeled gravity was interpolated from observed gravity values. SJ0158 SJ0158; North East Units Estimated Accuracy SJ0158;SPC MN N - 191,260. 847,690. MT (+/- 180 meters Scaled) SJ0158 SJ0158 SUPERSEDED SURVEY CONTROL SJ0158 SJ0158 NGVD 29 - 417.953 (m) 1371.23 (f) ADJ UNCH 2 0 SJ0158 SJ0158.Superseded values are not recommended for survey control. SJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0158.See file dsdata.txt to determine how the superseded data were derived. SJ0158 SJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN401407(NAD 83) SJ0158_MARKER: DB = BENCH MARK DISK SJ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0158_STAMPING: F 163 1935 SJ0158_MARK LOGO: CGS SJ0158_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0158+STABILITY: SURFACE MOTION SJ0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ0158+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992 SJ0158 SJ0158 HISTORY - Date Condition Report By SJ0158 HISTORY - 1935 MONUMENTED CGS SJ0158 HISTORY - 1950 MARK NOT FOUND USGS SJ0158 HISTORY - 19920831 SEE DESCRIPTION MNDT SJ0158 SJ0158 STATION DESCRIPTION SJ0158 SJ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 SJ0158'11.3 MI S FROM EVELETH. SJ0158'38 FT. EAST OF HIGHWAY NO. 53. 20 FT. NORTHWEST OF A 6 INCH PINE SJ0158'TREE. AT THE INTERSECTION OF THE TANGENTS OR LONG CURVE TO WHEN GOING SJ0158'NORTH. SJ0158 SJ0158 STATION RECOVERY (1950) SJ0158 SJ0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 SJ0158'MARK NOT FOUND. SJ0158 SJ0158 STATION RECOVERY (1992) SJ0158 SJ0158'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0158'SEARCHED FOR AND NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0281 *********************************************************************** SJ0281 DESIGNATION - F 165 SJ0281 PID - SJ0281 SJ0281 STATE/COUNTY- MN/ST LOUIS SJ0281 USGS QUAD - COTTON (1969) SJ0281 SJ0281 *CURRENT SURVEY CONTROL SJ0281 ___________________________________________________________________ SJ0281* NAD 83(1986)- 47 10 09. (N) 092 29 20. (W) SCALED SJ0281* NAVD 88 - 404.449 (meters) 1326.93 (feet) ADJUSTED SJ0281 ___________________________________________________________________ SJ0281 GEOID HEIGHT- -29.62 (meters) GEOID99 SJ0281 DYNAMIC HT - 404.476 (meters) 1327.02 (feet) COMP SJ0281 MODELED GRAV- 980,668.8 (mgal) NAVD 88 SJ0281 SJ0281 VERT ORDER - SECOND CLASS 0 SJ0281 SJ0281.The horizontal coordinates were scaled from a topographic map and have SJ0281.an estimated accuracy of +/- 6 seconds. SJ0281 SJ0281.The orthometric height was determined by differential leveling SJ0281.and adjusted by the National Geodetic Survey in June 1991. SJ0281 SJ0281.The geoid height was determined by GEOID99. SJ0281 SJ0281.The dynamic height is computed by dividing the NAVD 88 SJ0281.geopotential number by the normal gravity value computed on the SJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0281.degrees latitude (g = 980.6199 gals.). SJ0281 SJ0281.The modeled gravity was interpolated from observed gravity values. SJ0281 SJ0281; North East Units Estimated Accuracy SJ0281;SPC MN N - 174,580. 846,330. MT (+/- 180 meters Scaled) SJ0281 SJ0281 SUPERSEDED SURVEY CONTROL SJ0281 SJ0281 NGVD 29 - 404.260 (m) 1326.31 (f) ADJ UNCH 2 0 SJ0281 SJ0281.Superseded values are not recommended for survey control. SJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0281.See file dsdata.txt to determine how the superseded data were derived. SJ0281 SJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN387240(NAD 83) SJ0281_MARKER: DB = BENCH MARK DISK SJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0281_STAMPING: F 165 1935 SJ0281_MARK LOGO: CGS SJ0281_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SJ0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0281+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992 SJ0281 SJ0281 HISTORY - Date Condition Report By SJ0281 HISTORY - 1935 MONUMENTED CGS SJ0281 HISTORY - 19921007 GOOD MNDT SJ0281 SJ0281 STATION DESCRIPTION SJ0281 SJ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 SJ0281'0.6 MI W FROM COTTON. SJ0281'ALONG ST. LOUIS COUNTY HIGHWAY NO. 29 AT FOOT OF SMALL HILL. MARK IS SJ0281'15 YDS. N. OF CENTER LINE OF ST. LOUIS COUNTY HIGHWAY NO. 29 AND 3 SJ0281'YDS. N. OF TELEPHONE POLE AND LARGEST BOULDER IN VICINITY. SJ0281 SJ0281 STATION RECOVERY (1992) SJ0281 SJ0281'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0281'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0281'THE MARK IS LOCATED ABOUT 0.6 MI (1.0 KM) WEST OF COTTON, AT FOOT OF SJ0281'HILL, 47 FT (14.3 M) NORTH OF CO RD 52, 53.3 FT (16.2 M) ENE OF A SJ0281'TELEPHONE BURIED CABLE PEDESTAL, 9 FT (2.7 M) NORTH OF A LARGE SJ0281'BOULDER, 0.7 FT (21.3 CM) SOUTH OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1565 *********************************************************************** RN1565 DESIGNATION - FAS RN1565 PID - RN1565 RN1565 STATE/COUNTY- MN/ST LOUIS RN1565 USGS QUAD - ADOLPH (1993) RN1565 RN1565 *CURRENT SURVEY CONTROL RN1565 ___________________________________________________________________ RN1565* NAD 83(1996)- 46 50 38.87465(N) 092 15 29.35348(W) ADJUSTED RN1565* NAVD 88 - 432.5 (meters) 1419. (feet) GPS OBS RN1565 ___________________________________________________________________ RN1565 X - -172,211.266 (meters) COMP RN1565 Y - -4,367,226.704 (meters) COMP RN1565 Z - 4,630,224.875 (meters) COMP RN1565 LAPLACE CORR- 5.56 (seconds) DEFLEC99 RN1565 ELLIP HEIGHT- 404.13 (meters) (06/18/03) GPS OBS RN1565 GEOID HEIGHT- -28.38 (meters) GEOID99 RN1565 RN1565 HORZ ORDER - FIRST RN1565 ELLP ORDER - THIRD CLASS I RN1565 RN1565.The horizontal coordinates were established by GPS observations RN1565.and adjusted by the MN DEPT OF TRANSP in June 2003. RN1565 RN1565.The orthometric height was determined by GPS observations and a RN1565.high-resolution geoid model. RN1565 RN1565.The X, Y, and Z were computed from the position and the ellipsoidal ht. RN1565 RN1565.The Laplace correction was computed from DEFLEC99 derived deflections. RN1565 RN1565.The ellipsoidal height was determined by GPS observations RN1565.and is referenced to NAD 83. RN1565 RN1565.The geoid height was determined by GEOID99. RN1565 RN1565; North East Units Scale Converg. RN1565;SPC MN N - 138,609.047 864,215.432 MT 1.00005108 +0 37 26.4 RN1565;SPC MN C - 306,883.156 951,909.993 MT 0.99996151 +1 26 27.2 RN1565;UTM 15 - 5,188,110.418 556,562.998 MT 0.99963932 +0 32 28.3 RN1565 RN1565: Primary Azimuth Mark Grid Az RN1565:SPC MN N - 6916 B 5 297 20 30.0 RN1565:SPC MN C - 6916 B 5 296 31 29.2 RN1565:UTM 15 - 6916 B 5 297 25 28.1 RN1565 RN1565|---------------------------------------------------------------------| RN1565| PID Reference Object Distance Geod. Az | RN1565| dddmmss.s | RN1565| RN0360 6932 A 303.713 METERS 26736 | RN1565| RN0361 6916 B 5 APPROX. 0.8 KM 2975756.4 | RN1565| CJ2497 FAS RM 1 16.678 METERS 35640 | RN1565|---------------------------------------------------------------------| RN1565 RN1565 SUPERSEDED SURVEY CONTROL RN1565 RN1565 NAD 83(1996)- 46 50 38.87425(N) 092 15 29.35060(W) AD( ) 2 RN1565 NAD 83(1986)- 46 50 38.86822(N) 092 15 29.35169(W) AD( ) 2 RN1565 NAD 27 - 46 50 39.08034(N) 092 15 28.66382(W) AD( ) 2 RN1565 NGVD 29 - 432.5 (m) 1419. (f) VERT ANG RN1565 RN1565.Superseded values are not recommended for survey control. RN1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN1565.See file dsdata.txt to determine how the superseded data were derived. RN1565 RN1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5656388110(NAD 83) RN1565_MARKER: DH = HORIZONTAL CONTROL DISK RN1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN1565_STAMPING: FAS 1975 RN1565_MARK LOGO: MNDT RN1565_MAGNETIC: O = OTHER; SEE DESCRIPTION RN1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RN1565+STABILITY: SURFACE MOTION RN1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN1565+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 RN1565 RN1565 HISTORY - Date Condition Report By RN1565 HISTORY - 1975 MONUMENTED MNDT RN1565 HISTORY - 19920918 GOOD MNDT RN1565 HISTORY - 19990401 GOOD MNDT RN1565 HISTORY - 20021102 MARK NOT FOUND USPSQD RN1565 RN1565 STATION DESCRIPTION RN1565 RN1565'DESCRIBED BY MN DEPT OF TRANSP 1975 (DKH) RN1565'THE STATION IS LOCATED IN THE NW 1/4 OF SECTION 4, T50N, R15W. IN RN1565'THE GRASS ISLAND ON THE NORTHEAST SIDE OF TRUNK HIGHWAY 53 AT THE RN1565'WEST JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 194 (8 MILES RN1565'NORTHWEST OF THE CITY OF DULUTH). RN1565' RN1565'THE STATION MARKS ARE STANDARD MNHD HCM (HORIZONTAL CONTROL RN1565'MONUMENT) DISKS STAMPED FAS 1975. THE SURFACE STATION DISK IS SET RN1565'IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE RN1565'OF THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. RN1565'THE MARK IS 31.5 FEET NORTHEAST OF THE CENTERLINE OF THE RN1565'WEST-BOUND LANE OF TRUNK HIGHWAY 53, 95 FEET NORTHWEST OF THE RN1565'CENTERLINE OF A DRIVEWAY EAST, 142 FEET SOUTHEAST OF THE RN1565'CENTERLINE OF A DRIVEWAY WEST, AND 55.4 FEET SOUTH OF A FAS GAS RN1565'SIGN POST. THE UNDERGROUND STATION DISK IS SET IN AN IRREGULAR RN1565'MASS OF CONCRETE 4.5 FEET BELOW THE SURFACE OF THE GROUND. RN1565' RN1565'REFERENCE MARK NUMBER 1, A STANDARD MNHD REFERENCE MARK DISK RN1565'STAMPED FAS NO 1 1975, IS SET IN THE SOUTHEAST SIDE OF THE CONCRETE RN1565'BASE OF THE FAS GAS SIGN. THE MARK IS 77 FEET NORTHEAST OF THE RN1565'CENTERLINE OF THE WEST-BOUND LANE OF TRUNK HIGHWAY 53, 79.0 FEET RN1565'WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BLOCK GAS STATION, RN1565'18.0 FEET NORTHWEST OF A FLAG AND LIGHT POLE, AND 4.6 FEET RN1565'NORTHEAST OF THE CURB. THE MARK PROJECTS 1 FOOT ABOVE THE SURFACE RN1565'OF THE GROUND. RN1565' RN1565'REFERENCE MARK NUMBER 2, A STANDARD MNHD VCM (VERTICAL CONTROL RN1565'MONUMENT) DISK STAMPED 6932A 1974, IS SET IN A DRILL HOLE IN THE RN1565'SOUTHEAST HEADWALL OF A 5 FOOT BY 7 FOOT CONCRETE BOX CULVERT RN1565'(TRUNK HIGHWAY 194 OVER A SMALL CREEK). THE MARK IS ABOUT 997 RN1565'FEET WEST OF STATION FAS MNHD 1975, 27.0 FEET SOUTH OF THE RN1565'CENTERLINE OF TRUNK HIGHWAY 194, AND IT IS ABOUT 3 FEET BELOW THE RN1565'LEVEL OF THE HIGHWAY. RN1565' RN1565'THE AZIMUTH MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 6916 B5 RN1565'1972, IS SET IN A DRILL HOLE NEAR THE CENTER OF A 10 FOOT BY 12 RN1565'FOOT BY 3 FOOT HIGH ROCK. THE MARK IS ABOUT 2475 FEET NORTHWEST RN1565'OF STATION FAS MNHD 1975, 49.8 FEET SOUTHWEST OF THE RN1565'CENTERLINE OF THE SOUTH-BOUND LANE OF TRUNK HIGHWAY 53, 119.0 RN1565'FEET SOUTHEAST OF THE CENTER OF AN ENTRANCE TO A ONE-STORY GRAY RN1565'FRAME HOUSE, 104.5 FEET SOUTHEAST OF THE SOUTHEAST END OF A RN1565'CORRUGATED METAL CULVERT UNDER AN ENTRANCE SOUTHWEST, 5.8 FEET RN1565'SOUTHWEST OF A STEEL WITNESS POST, AND IT IS ABOUT LEVEL WITH THE RN1565'HIGHWAY. RN1565' RN1565'THE STATION MARKS WERE MADE MAGNETIC BY PLACING IRON IN THE RN1565'MONUMENTS. RN1565' RN1565'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. RN1565 RN1565 STATION RECOVERY (1992) RN1565 RN1565'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN1565'THE STATION WAS RECOVERED AS DESCRIBED AT TH 53 MP 11.55. REFERENCE RN1565'MARK 1 WAS SEARCHED FOR, NOT FOUND AND APPEARS TO HAVE BEEN DESTROYED RN1565'DUE TO CONSTRUCTION IN THE AREA. RN1565 RN1565 STATION RECOVERY (1999) RN1565 RN1565'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN1565'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) RN1565 RN1565 STATION RECOVERY (2002) RN1565 RN1565'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF) RN1565'THE STATION MARK WAS NOT FOUND. REFERENCE MARK 1 WAS NOT FOUND. RN1565'REFERENCE MARK 2 WAS FOUND AND WAS REPORTED SEPARATELY AS PID RN0360. RN1565'AZIMUTH MARK WAS FOUND AND WAS REPORTED SEPARATELY AS PID RN0361. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6497 *********************************************************************** DF6497 DESIGNATION - FAYAL DF6497 PID - DF6497 DF6497 STATE/COUNTY- MN/ST LOUIS DF6497 USGS QUAD - EVELETH (1983) DF6497 DF6497 *CURRENT SURVEY CONTROL DF6497 ___________________________________________________________________ DF6497* NAD 83(1996)- 47 23 52.04622(N) 092 31 03.11903(W) ADJUSTED DF6497* NAVD 88 - 421.45 (meters) 1382.7 (feet) LEVELING DF6497 ___________________________________________________________________ DF6497 X - -189,998.244 (meters) COMP DF6497 Y - -4,321,329.873 (meters) COMP DF6497 Z - 4,672,101.350 (meters) COMP DF6497 LAPLACE CORR- 0.70 (seconds) DEFLEC99 DF6497 ELLIP HEIGHT- 391.55 (meters) (06/18/03) GPS OBS DF6497 GEOID HEIGHT- -29.89 (meters) GEOID99 DF6497 DF6497 HORZ ORDER - FIRST DF6497 VERT ORDER - THIRD ? DF6497 ELLP ORDER - THIRD CLASS I DF6497 DF6497.The horizontal coordinates were established by GPS observations DF6497.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6497 DF6497.The orthometric height was determined by differential leveling. DF6497.The vertical network tie was performed by a horz. field party for horz. DF6497.obs reductions. Reset procedures were used to establish the elevation. DF6497 DF6497.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6497 DF6497.The Laplace correction was computed from DEFLEC99 derived deflections. DF6497 DF6497.The ellipsoidal height was determined by GPS observations DF6497.and is referenced to NAD 83. DF6497 DF6497.The geoid height was determined by GEOID99. DF6497 DF6497; North East Units Scale Converg. DF6497;SPC MN N - 199,976.037 843,966.825 MT 0.99993181 +0 25 54.2 DF6497;UTM 15 - 5,249,483.510 536,406.668 MT 0.99961629 +0 21 18.5 DF6497 DF6497 SUPERSEDED SURVEY CONTROL DF6497 DF6497.No superseded survey control is available for this station. DF6497 DF6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3640749484(NAD 83) DF6497_MARKER: DH = HORIZONTAL CONTROL DISK DF6497_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6497_STAMPING: FAYAL 1990 DF6497_MARK LOGO: MNDT DF6497_PROJECTION: RECESSED 3 CENTIMETERS DF6497_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6497+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6497_ROD/PIPE-DEPTH: 17.7 meters DF6497 DF6497 HISTORY - Date Condition Report By DF6497 HISTORY - 1990 MONUMENTED MNDT DF6497 HISTORY - 19920818 GOOD MNDT DF6497 HISTORY - 19990401 GOOD MNDT DF6497 DF6497 STATION DESCRIPTION DF6497 DF6497'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6497'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 29, T57N, R17W, ABOUT 4 DF6497'MILES (6.4 KM) WEST OF EVELETH. THE MARK IS IN THE NE QUADRANT OF THE DF6497'JUNCTION OF TH 53 AND TH 37, TH 53 MP 55.85. THE MARK IS 23.6 FT (7.2 DF6497'M) NORTH OF THE CENTER OF TH 37, 92.7 FT (28.3 M) WEST OF THE CENTER DF6497'OF TH 53 NORTHBOUND RAMP, 85.6 FT (26.1 M) ENE OF THE NE CORNER OF DF6497'BRIDGE 9530, 4.0 FT (1.2 M) NORTH OF A STEEL GUARD RAIL, AND 3.0 FT DF6497'(0.9 M) SOUTH OF A STEEL WITNESS POST. DF6497 DF6497 STATION RECOVERY (1992) DF6497 DF6497'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH) DF6497'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. DF6497 DF6497 STATION RECOVERY (1999) DF6497 DF6497'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6497'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0159 *********************************************************************** SJ0159 DESIGNATION - G 163 SJ0159 PID - SJ0159 SJ0159 STATE/COUNTY- MN/ST LOUIS SJ0159 USGS QUAD - CENTRAL LAKES (1969) SJ0159 SJ0159 *CURRENT SURVEY CONTROL SJ0159 ___________________________________________________________________ SJ0159* NAD 83(1986)- 47 17 34. (N) 092 28 36. (W) SCALED SJ0159* NAVD 88 - 415.719 (meters) 1363.90 (feet) ADJUSTED SJ0159 ___________________________________________________________________ SJ0159 GEOID HEIGHT- -29.81 (meters) GEOID99 SJ0159 DYNAMIC HT - 415.753 (meters) 1364.02 (feet) COMP SJ0159 MODELED GRAV- 980,683.9 (mgal) NAVD 88 SJ0159 SJ0159 VERT ORDER - SECOND CLASS 0 SJ0159 SJ0159.The horizontal coordinates were scaled from a topographic map and have SJ0159.an estimated accuracy of +/- 6 seconds. SJ0159 SJ0159.The orthometric height was determined by differential leveling SJ0159.and adjusted by the National Geodetic Survey in June 1991. SJ0159 SJ0159.The geoid height was determined by GEOID99. SJ0159 SJ0159.The dynamic height is computed by dividing the NAVD 88 SJ0159.geopotential number by the normal gravity value computed on the SJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0159.degrees latitude (g = 980.6199 gals.). SJ0159 SJ0159.The modeled gravity was interpolated from observed gravity values. SJ0159 SJ0159; North East Units Estimated Accuracy SJ0159;SPC MN N - 188,330. 847,150. MT (+/- 180 meters Scaled) SJ0159 SJ0159 SUPERSEDED SURVEY CONTROL SJ0159 SJ0159 NGVD 29 - 415.508 (m) 1363.21 (f) ADJ UNCH 2 0 SJ0159 SJ0159.Superseded values are not recommended for survey control. SJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0159.See file dsdata.txt to determine how the superseded data were derived. SJ0159 SJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN395378(NAD 83) SJ0159_MARKER: DB = BENCH MARK DISK SJ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0159_STAMPING: G 163 1935 SJ0159_MARK LOGO: CGS SJ0159_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SJ0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0159+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992 SJ0159 SJ0159 HISTORY - Date Condition Report By SJ0159 HISTORY - 1935 MONUMENTED CGS SJ0159 HISTORY - 19920901 GOOD MNDT SJ0159 SJ0159 STATION DESCRIPTION SJ0159 SJ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 SJ0159'8.3 MI N FROM COTTON. SJ0159'50 FT. EAST OF CENTER OF U. S. HIGHWAY NO. 53 40 FT. SOUTH OF CENTER SJ0159'OF TRACK OF CANADIAN NATIONAL R. R. 65 FT. NORTHWEST OF ABANDON SJ0159'SECTION HOUSE PAINTED RED. AT CENTRAL LAKES, MINNESOTA. SJ0159 SJ0159 STATION RECOVERY (1992) SJ0159 SJ0159'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0159'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0159'THE MARK IS LOCATED AT CENTRAL LAKES, 8.3 MI (13.4 KM) NORTH OF SJ0159'COTTON, 40 FT (12.2 M) SOUTH OF RR, 50 FT (15.2 M) EAST OF OLD TH 53, SJ0159'1.3 FT (0.4 M) WEST OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0166 *********************************************************************** SJ0166 DESIGNATION - G 165 RESET SJ0166 PID - SJ0166 SJ0166 STATE/COUNTY- MN/ST LOUIS SJ0166 USGS QUAD - COTTON (1969) SJ0166 SJ0166 *CURRENT SURVEY CONTROL SJ0166 ___________________________________________________________________ SJ0166* NAD 83(1986)- 47 10 09. (N) 092 28 35. (W) SCALED SJ0166* NAVD 88 - 405.19 (+/-2cm) 1329.4 (feet) VERTCON SJ0166 ___________________________________________________________________ SJ0166 GEOID HEIGHT- -29.61 (meters) GEOID99 SJ0166 SJ0166 VERT ORDER - THIRD (See Below) SJ0166 SJ0166.The horizontal coordinates were scaled from a topographic map and have SJ0166.an estimated accuracy of +/- 6 seconds. SJ0166 SJ0166.The NAVD 88 height was computed by applying the VERTCON shift value to SJ0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) SJ0166.The vertical order pertains to the superseded datum. SJ0166 SJ0166.The geoid height was determined by GEOID99. SJ0166 SJ0166; North East Units Estimated Accuracy SJ0166;SPC MN N - 174,590. 847,280. MT (+/- 180 meters Scaled) SJ0166 SJ0166 SUPERSEDED SURVEY CONTROL SJ0166 SJ0166 NGVD 29 - 405.01 (m) 1328.8 (f) RESET 3 SJ0166 SJ0166.Superseded values are not recommended for survey control. SJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0166.See file dsdata.txt to determine how the superseded data were derived. SJ0166 SJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN396240(NAD 83) SJ0166_MARKER: DB = BENCH MARK DISK SJ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0166_STAMPING: G 165 RESET 1963 SJ0166_MARK LOGO: CGS SJ0166_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SJ0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0166+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992 SJ0166 SJ0166 HISTORY - Date Condition Report By SJ0166 HISTORY - 1963 MONUMENTED CGS SJ0166 HISTORY - 1966 GOOD NGS SJ0166 HISTORY - 19920901 GOOD MNDT SJ0166 SJ0166 STATION DESCRIPTION SJ0166 SJ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 SJ0166'IN COTTON. SJ0166'AT THE VILLAGE OF COTTON, IN THE SOUTHWEST ANGLE OF THE INTERSECTION SJ0166'OF U. S. HIGHWAY 53 AND STATE HIGHWAY 52, ABOUT 200 FEET WEST OF THE SJ0166'CENTERLINE OF THE NEW HIGHWAY, ABOUT 200 FEET SOUTH OF A STORE, ABOUT SJ0166'75 FEET SOUTH OF TRIANGULATION STATION COTTON 2, AND AT THE NORTHEAST SJ0166'CORNER OF A SCHOOL GROUND, AND SET IN THE TOP OF A CONCRETE POST SET SJ0166'FLUSH WITH THE GROUND. SJ0166 SJ0166 STATION RECOVERY (1966) SJ0166 SJ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 SJ0166'RECOVERED IN GOOD CONDITION. SJ0166 SJ0166 STATION RECOVERY (1992) SJ0166 SJ0166'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0166'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AT SJ0166'TH 53 MP 38.9. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0461 *********************************************************************** SJ0461 DESIGNATION - G 280 SJ0461 PID - SJ0461 SJ0461 STATE/COUNTY- MN/ST LOUIS SJ0461 USGS QUAD - HIBBING (1983) SJ0461 SJ0461 *CURRENT SURVEY CONTROL SJ0461 ___________________________________________________________________ SJ0461* NAD 83(1986)- 47 25 13. (N) 092 56 29. (W) SCALED SJ0461* NAVD 88 - 461.476 (meters) 1514.03 (feet) ADJUSTED SJ0461 ___________________________________________________________________ SJ0461 GEOID HEIGHT- -30.00 (meters) GEOID99 SJ0461 DYNAMIC HT - 461.511 (meters) 1514.14 (feet) COMP SJ0461 MODELED GRAV- 980,673.5 (mgal) NAVD 88 SJ0461 SJ0461 VERT ORDER - FIRST CLASS II SJ0461 SJ0461.The horizontal coordinates were scaled from a topographic map and have SJ0461.an estimated accuracy of +/- 6 seconds. SJ0461 SJ0461.The orthometric height was determined by differential leveling SJ0461.and adjusted by the National Geodetic Survey in June 1991. SJ0461 SJ0461.The geoid height was determined by GEOID99. SJ0461 SJ0461.The dynamic height is computed by dividing the NAVD 88 SJ0461.geopotential number by the normal gravity value computed on the SJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0461.degrees latitude (g = 980.6199 gals.). SJ0461 SJ0461.The modeled gravity was interpolated from observed gravity values. SJ0461 SJ0461; North East Units Estimated Accuracy SJ0461;SPC MN N - 202,320. 811,970. MT (+/- 180 meters Scaled) SJ0461 SJ0461 SUPERSEDED SURVEY CONTROL SJ0461 SJ0461 NGVD 29 - 461.205 (m) 1513.14 (f) ADJ UNCH 1 2 SJ0461 SJ0461.Superseded values are not recommended for survey control. SJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0461.See file dsdata.txt to determine how the superseded data were derived. SJ0461 SJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN044518(NAD 83) SJ0461_MARKER: DB = BENCH MARK DISK SJ0461_SETTING: 30 = BUILDING WALL SJ0461_STAMPING: G 280 1948 SJ0461_MARK LOGO: CGS SJ0461_MAGNETIC: N = NO MAGNETIC MATERIAL SJ0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY SJ0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ0461+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990 SJ0461 SJ0461 HISTORY - Date Condition Report By SJ0461 HISTORY - 1948 MONUMENTED CGS SJ0461 HISTORY - 1978 GOOD MNDT SJ0461 HISTORY - 19900606 GOOD MNDT SJ0461 SJ0461 STATION DESCRIPTION SJ0461 SJ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ0461'IN HIBBING. SJ0461'AT HIBBING, ALONG U.S. HIGHWAY 169, AT THE INTERSECTION OF 1ST AVENUE SJ0461'(HIGHWAY 169) AND 26TH STREET, SET VERTICALLY IN THE NORTH WALL AND SJ0461'1.7 FEET WEST OF THE NORTHEAST CORNER OF THE BRICK BUILDING HOUSING SJ0461'THE FIRE HALL NO. 3, AND 2.2 FEET ABOVE THE GROUND. SJ0461 SJ0461 STATION RECOVERY (1978) SJ0461 SJ0461'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 SJ0461'RECOVERED IN GOOD CONDITION. SJ0461 SJ0461 STATION RECOVERY (1990) SJ0461 SJ0461'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) SJ0461'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0461'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 18, T57N, R20W, AND IS SJ0461'SET VERTICALLY IN THE NORTH WALL OF THE NE CORNER OF A TWO STORY BRICK SJ0461'BLDG (AMERICAN FAMILY INSURANCE AGENCY.) TO REACH THE MARK FROM THE SJ0461'JUNCTION OF TH 37 AND TH 169, GO WEST 0.80 MILE (1.29 KM) ALONG TH 169 SJ0461'TO THE BUSINESS ROUTE 169 EXIT, TURN RIGHT AND GO NORTHEASTERLY FOR SJ0461'0.20 MILE (0.32 KM) TO THE JUNCTION OF TH 73 (1ST AVENUE,) TURN LEFT SJ0461'ON TH 73 AND GO NORTH FOR 1.25 MILES (2.01 KM) TO 26TH STREET. THE SJ0461'MARK IS 142.0 FT (43.3 M) EAST OF THE CENTER OF TH 73, 35.0 FT (10.7 SJ0461'M) SOUTH OF THE CENTER OF 26TH STREET, 27.0 FT (8.2 M) WEST OF THE SJ0461'CENTER OF AN ALLEY, 1.7 FT (0.5 M) WEST OF THE NE CORNER OF THE SJ0461'BUILDING, AND 2.1 FT (0.6 M) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1045 *********************************************************************** RN1045 DESIGNATION - GAIL RN1045 PID - RN1045 RN1045 STATE/COUNTY- MN/ST LOUIS RN1045 USGS QUAD - INDEPENDENCE (1981) RN1045 RN1045 *CURRENT SURVEY CONTROL RN1045 ___________________________________________________________________ RN1045* NAD 83(1996)- 46 57 21.29118(N) 092 27 23.16281(W) ADJUSTED RN1045* NAVD 88 - 411.134 (meters) 1348.86 (feet) ADJUSTED RN1045 ___________________________________________________________________ RN1045 X - -186,934.071 (meters) COMP RN1045 Y - -4,357,523.854 (meters) COMP RN1045 Z - 4,638,700.213 (meters) COMP RN1045 LAPLACE CORR- 2.76 (seconds) DEFLEC99 RN1045 ELLIP HEIGHT- 382.17 (meters) (06/18/03) GPS OBS RN1045 GEOID HEIGHT- -28.98 (meters) GEOID99 RN1045 DYNAMIC HT - 411.160 (meters) 1348.95 (feet) COMP RN1045 MODELED GRAV- 980,663.7 (mgal) NAVD 88 RN1045 RN1045 HORZ ORDER - FIRST RN1045 VERT ORDER - SECOND CLASS I RN1045 ELLP ORDER - THIRD CLASS I RN1045 RN1045.The horizontal coordinates were established by GPS observations RN1045.and adjusted by the MN DEPT OF TRANSP in June 2003. RN1045 RN1045.The orthometric height was determined by differential leveling RN1045.and adjusted by the National Geodetic Survey in June 1991. RN1045 RN1045.The X, Y, and Z were computed from the position and the ellipsoidal ht. RN1045 RN1045.The Laplace correction was computed from DEFLEC99 derived deflections. RN1045 RN1045.The ellipsoidal height was determined by GPS observations RN1045.and is referenced to NAD 83. RN1045 RN1045.The geoid height was determined by GEOID99. RN1045 RN1045.The dynamic height is computed by dividing the NAVD 88 RN1045.geopotential number by the normal gravity value computed on the RN1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN1045.degrees latitude (g = 980.6199 gals.). RN1045 RN1045.The modeled gravity was interpolated from observed gravity values. RN1045 RN1045; North East Units Scale Converg. RN1045;SPC MN N - 150,890.452 848,987.687 MT 1.00001961 +0 28 37.3 RN1045;UTM 15 - 5,200,408.416 541,358.847 MT 0.99962102 +0 23 50.1 RN1045 RN1045: Primary Azimuth Mark Grid Az RN1045:SPC MN N - GAIL AZ MK 146 03 24.1 RN1045:UTM 15 - GAIL AZ MK 146 08 11.3 RN1045 RN1045|---------------------------------------------------------------------| RN1045| PID Reference Object Distance Geod. Az | RN1045| dddmmss.s | RN1045| CJ2538 GAIL RM 1 17.354 METERS 04038 | RN1045| RN1050 GAIL AZ MK 439.103 METERS 1463201.4 | RN1045| RN1578 INDEPENDENCE LOOKOUT TOWER APPROX. 2.6 KM 2862237.9 | RN1045| CJ2539 GAIL RM 2 14.327 METERS 31237 | RN1045|---------------------------------------------------------------------| RN1045 RN1045 SUPERSEDED SURVEY CONTROL RN1045 RN1045 NAD 83(1996)- 46 57 21.29243(N) 092 27 23.15977(W) AD( ) 2 RN1045 NAD 83(1986)- 46 57 21.28635(N) 092 27 23.16079(W) AD( ) 2 RN1045 NAD 27 - 46 57 21.50159(N) 092 27 22.47569(W) AD( ) 2 RN1045 NGVD 29 - 411.00 (m) 1348.4 (f) LEVELING 3 RN1045 RN1045.Superseded values are not recommended for survey control. RN1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN1045.See file dsdata.txt to determine how the superseded data were derived. RN1045 RN1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4135900408(NAD 83) RN1045_MARKER: DS = TRIANGULATION STATION DISK RN1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN1045_STAMPING: GAIL 1978 RN1045_MARK LOGO: MNDT RN1045_PROJECTION: FLUSH RN1045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT RN1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RN1045+STABILITY: SURFACE MOTION RN1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN1045+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 RN1045 RN1045 HISTORY - Date Condition Report By RN1045 HISTORY - 1978 MONUMENTED MNDT RN1045 HISTORY - 1978 GOOD MNDT RN1045 HISTORY - 19921007 GOOD MNDT RN1045 HISTORY - 19990401 GOOD MNDT RN1045 RN1045 STATION DESCRIPTION RN1045 RN1045'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH) RN1045'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF THE TOWN OF RN1045'INDEPENDENCE, IN THE SE 1/4 OF SECTION 26, T52N, R17W, AT THE JUNCTION RN1045'OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY 53, NEAR THE NORTHWEST CORNER OF RN1045'THE TRUNK HIGHWAY 33 BRIDGE OVER TRUNK HIGHWAY 53. RN1045' RN1045'THE STATION MARKS ARE STANDARD MNHD HORIZONTAL CONTROL MONUMENT DISKS RN1045'STAMPED---GAIL 1978---. THE SURFACE STATION DISK IS SET IN THE TOP OF RN1045'A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF RN1045'THE GROUND. THE MARK IS 82.5 FEET NORTH-NORTHWEST OF THE CENTER OF RN1045'TRUNK HIGHWAY 33 ON A CURVE, 142.5 FEET EAST-SOUTHEAST OF THE RN1045'CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 53, 132.3 FEET RN1045'NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BRIDGE GUARD POST, AND RN1045'2.7 FEET SOUTH OF A STEEL WITNESS POST. THE UNDERGROUND STATION DISK RN1045'IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW THE SURFACE OF RN1045'THE GROUND. RN1045' RN1045'REFERENCE MARK NUMBER 1, A STANDARD MNHD REFERENCE MARK DISK RN1045'STAMPED---GAIL 1978 NO 1---, IS SET IN THE TOP OF A 12 INCH ROUND RN1045'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE RN1045'MARK IS 57.5 FEET NORTH-NORTHWEST OF THE CENTER OF TRUNK HIGHWAY 33 ON RN1045'A CURVE, 9.8 FEET WEST-SOUTHWEST OF A 12 INCH DIAMETER BALSAM TREE, RN1045'AND 54.6 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST. RN1045' RN1045'REFERENCE MARK NUMBER 2, A STANDARD MNHD REFERENCE MARK DISK RN1045'STAMPED---GAIL 1978 NO 2---, IS SET IN THE TOP OF A 12 INCH ROUND RN1045'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE RN1045'MARK IS 28.8 FEET SOUTH OF A 8 INCH DIAMETER POPLAR TREE, 5.8 FEET RN1045'EAST-SOUTHEAST OF A 8 INCH DIAMETER BIRCH TREE, AND 45.7 FEET RN1045'WEST-NORTHWEST OF A STEEL WITNESS POST. RN1045' RN1045'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON TRUNK RN1045'HIGHWAY 53 FOR 0.35 MILE TO THE MARK ON THE RIGHT. RN1045' RN1045'THE AZIMUTH MARK, A STANDARD MNHD AZIMUTH MARK DISK RN1045'STAMPED---GAIL 1978---, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE RN1045'MONUMENT THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND. THE RN1045'MARK IS 62.5 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE RN1045'OF TRUNK HIGHWAY 53, 92.7 FEET SOUTHEAST OF UNDERGROUND CABLE PEDASTAL RN1045'NUMBER 315-3-LP7, 4.7 FEET NORTH OF A POWER POLE, AND 3.2 FEET EAST OF RN1045'A STEEL WITNESS POST. RN1045' RN1045'A STEEL ROD SET IN THE CONCRETE MONUMENTS NEAR THE DISKS MAKE ALL OF RN1045'THE MARKS MAGNETIC. RN1045 RN1045 STATION RECOVERY (1978) RN1045 RN1045'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 RN1045'5.9 MI SOUTH FROM CANYON. RN1045'THE MARK IS LOCATED 5.9 MILES SOUTH ALONG TRUNK HIGHWAY 53 FROM THE RN1045'INTERSECTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 152 AT CANYON, NEAR RN1045'THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 33 OF INDEPENDENCE, RN1045'AT TRUNK HIGHWAY 33 MILE POINT 19.35 AND TRUNK HIGHWAY 53 MILE POINT RN1045'24.1. IT IS 79.0 FT. NORTHWEST AND ABOUT 3 FT. LOWER THAN THE RN1045'CENTERLINE OF TRUNK HIGHWAY 33 NORTHBOUND, 142.5 FT. NORTHEAST OF AND RN1045'ABOUT 30 FT. HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 53 RN1045'SOUTHBOUND, 131 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE TRUNK RN1045'HIGHWAY 33 NORTHBOUND BRIDGE OVER TRUNK HIGHWAY 53 SOUTHBOUND, 57.0 RN1045'FT. SOUTH SOUTHWEST OF RM 1, 47.0 FT. EAST SOUTHEAST OF RM 2, 52.9 RN1045'FT. SOUTHEAST OF AN 8 INCH BRICH, 67 FT. SOUTHWEST OF A 10 INCH RN1045'SPRUCE, AND 2.6 FT. SOUTH OF A STEEL WITNESS POST. RN1045 RN1045 STATION RECOVERY (1992) RN1045 RN1045'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN1045'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RN1045 RN1045 STATION RECOVERY (1999) RN1045 RN1045'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN1045'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1050 *********************************************************************** RN1050 DESIGNATION - GAIL AZ MK RN1050 PID - RN1050 RN1050 STATE/COUNTY- MN/ST LOUIS RN1050 USGS QUAD - INDEPENDENCE (1981) RN1050 RN1050 *CURRENT SURVEY CONTROL RN1050 ___________________________________________________________________ RN1050* NAD 83(1996)- 46 57 09.42903(N) 092 27 11.71150(W) ADJUSTED RN1050* NAVD 88 - 414.689 (meters) 1360.53 (feet) ADJUSTED RN1050 ___________________________________________________________________ RN1050 LAPLACE CORR- 2.81 (seconds) DEFLEC99 RN1050 GEOID HEIGHT- -28.97 (meters) GEOID99 RN1050 DYNAMIC HT - 414.715 (meters) 1360.61 (feet) COMP RN1050 MODELED GRAV- 980,663.8 (mgal) NAVD 88 RN1050 RN1050 HORZ ORDER - THIRD RN1050 VERT ORDER - SECOND CLASS I RN1050 RN1050.The horizontal coordinates were established by classical geodetic methods RN1050.and adjusted by the National Geodetic Survey in March 1999. RN1050.No horizontal observational check was made to the station. RN1050 RN1050.The orthometric height was determined by differential leveling RN1050.and adjusted by the National Geodetic Survey in June 1991. RN1050 RN1050.The Laplace correction was computed from DEFLEC99 derived deflections. RN1050 RN1050.The geoid height was determined by GEOID99. RN1050 RN1050.The dynamic height is computed by dividing the NAVD 88 RN1050.geopotential number by the normal gravity value computed on the RN1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN1050.degrees latitude (g = 980.6199 gals.). RN1050 RN1050.The modeled gravity was interpolated from observed gravity values. RN1050 RN1050; North East Units Scale Converg. RN1050;SPC MN N - 150,526.169 849,232.875 MT 1.00002048 +0 28 45.8 RN1050;UTM 15 - 5,200,043.937 541,603.430 MT 0.99962127 +0 23 58.4 RN1050 RN1050 SUPERSEDED SURVEY CONTROL RN1050 RN1050 NAD 83(1986)- 46 57 09.42305(N) 092 27 11.71270(W) AD( ) 3 RN1050 NAD 27 - 46 57 09.63835(N) 092 27 11.02781(W) AD( ) 3 RN1050 NGVD 29 - 415. (m) 1362. (f) VERT ANG RN1050 RN1050.Superseded values are not recommended for survey control. RN1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN1050.See file dsdata.txt to determine how the superseded data were derived. RN1050 RN1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4160300044(NAD 83) RN1050_MARKER: DZ = AZIMUTH MARK DISK RN1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN1050_STAMPING: GAIL 1978 RN1050_MARK LOGO: MNDT RN1050_PROJECTION: PROJECTING 15 CENTIMETERS RN1050_MAGNETIC: O = OTHER; SEE DESCRIPTION RN1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RN1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN1050+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992 RN1050 RN1050 HISTORY - Date Condition Report By RN1050 HISTORY - 1978 MONUMENTED MNDT RN1050 HISTORY - 19920902 GOOD MNDT RN1050 RN1050 STATION DESCRIPTION RN1050 RN1050'DESCRIBED BY MN DEPT OF TRANSP 1978 RN1050'6.2 MI SOUTH FROM CANYON. RN1050'THE MARK IS LOCATED 6.2 MILES SOUTH ALONG TRUNK HIGHWAY 53 FROM THE RN1050'INTERSECTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 152 AT CANYON, 0.3 RN1050'MILES SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGWAY RN1050'33 AT INDEPENDENCE, AT TRUNK HIGHWAY 53 MILEPOINT 23.8. IT IS 62.2 FT. RN1050'SOUTHWEST OF AND ABOUT 2 FT. HIGHER THAN THE CENTERLINE OF TRUNK RN1050'HIGHWAY 53 SOUTHBOUND, 4.6 FT. NORTHWEST OF A POWER POLE WITH A GUY RN1050'WIRE, 92.8 FT. SOUTHEAST OF A BURIED TELEPHONE CABLE MARKER NUMBER B RN1050'153 LP 7 AND 3.2 FT. NORTHEAST OF A STEEL WITNESS POST. RN1050 RN1050 STATION RECOVERY (1992) RN1050 RN1050'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN1050'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 92.8 FT (28.3 RN1050'M) SE OF TEL CABLE MARKER B 154 LP7, 1 FT (0.3 M) NE OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1047 *********************************************************************** RN1047 DESIGNATION - GAIL RM 1 RN1047 PID - RN1047 RN1047 STATE/COUNTY- MN/ST LOUIS RN1047 USGS QUAD - INDEPENDENCE (1981) RN1047 RN1047 *CURRENT SURVEY CONTROL RN1047 ___________________________________________________________________ RN1047* NAD 83(1986)- 46 57 21. (N) 092 27 24. (W) SCALED RN1047* NAVD 88 - 411.473 (meters) 1349.97 (feet) ADJUSTED RN1047 ___________________________________________________________________ RN1047 GEOID HEIGHT- -28.98 (meters) GEOID99 RN1047 DYNAMIC HT - 411.499 (meters) 1350.06 (feet) COMP RN1047 MODELED GRAV- 980,663.7 (mgal) NAVD 88 RN1047 RN1047 VERT ORDER - SECOND CLASS I RN1047 RN1047.The horizontal coordinates were scaled from a topographic map and have RN1047.an estimated accuracy of +/- 6 seconds. RN1047 RN1047.The orthometric height was determined by differential leveling RN1047.and adjusted by the National Geodetic Survey in June 1991. RN1047 RN1047.The geoid height was determined by GEOID99. RN1047 RN1047.The dynamic height is computed by dividing the NAVD 88 RN1047.geopotential number by the normal gravity value computed on the RN1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN1047.degrees latitude (g = 980.6199 gals.). RN1047 RN1047.The modeled gravity was interpolated from observed gravity values. RN1047 RN1047; North East Units Estimated Accuracy RN1047;SPC MN N - 150,880. 848,970. MT (+/- 180 meters Scaled) RN1047 RN1047 SUPERSEDED SURVEY CONTROL RN1047 RN1047.No superseded survey control is available for this station. RN1047 RN1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN413003(NAD 83) RN1047_MARKER: DR = REFERENCE MARK DISK RN1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN1047_STAMPING: GAIL NO 1 1978 RN1047_MARK LOGO: MNDT RN1047_PROJECTION: FLUSH RN1047_MAGNETIC: O = OTHER; SEE DESCRIPTION RN1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RN1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN1047+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1990 RN1047 RN1047 HISTORY - Date Condition Report By RN1047 HISTORY - 1978 MONUMENTED MNDT RN1047 HISTORY - 19900605 GOOD MNDT RN1047 RN1047 STATION DESCRIPTION RN1047 RN1047'DESCRIBED BY MN DEPT OF TRANSP 1978 RN1047'5.9 MI SOUTH FROM CANYON. RN1047'THE MARK IS LOCATED 5.9 MILES SOUTH ALONG TRUNK HIGHWAY 53 FROM THE RN1047'INTERSECTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 152 IN CANYON, NEAR RN1047'THE JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY 53 IN INDEPENDENCE, RN1047'AT TRUNK HIGHWAY 33 MILE POINT 19.35 AND AT TRUNK HIGHWAY 53 MILE RN1047'POINT 24.1. IT IS 58 FT. NORTHWEST OF THE CENTERLINE OF NORTHBOUND RN1047'TRUNK HIGHWAY 33, 57.0 NORTH NORTHEAST OF STATION GAIL, 72.6 FT. EAST RN1047'NORTHEAST OF RM 2, 76.5 FT. EAST OF A 8 INCH BIRCH, 10.0 FT. SOUTHWEST RN1047'OF A 10 INCH SPRUCE, AND 54.9 FT. NORTHEAST OF A STEEEL WITNESS POST. RN1047 RN1047 STATION RECOVERY (1990) RN1047 RN1047'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) RN1047'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. RN1047'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SE OF INDEPENDENCE, AT JCT RN1047'OF TH 33 AND TH 53, 58 FT (17.7 M) NW OF NB T H 33, AT TH 33 MP 19.35, RN1047'57.0 FT (17.4 M) NNE OF STA GAIL MNDT, 72.6 FT (22.1 M) ENE OF GAIL RM RN1047'3, 10 FT (3.0 M) SW OF 10 INCH SPRUCE TREE, 54.9 FT (16.7 M) NE OF WIT RN1047'POST 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1046 *********************************************************************** RN1046 DESIGNATION - GAIL RM 2 RN1046 PID - RN1046 RN1046 STATE/COUNTY- MN/ST LOUIS RN1046 USGS QUAD - INDEPENDENCE (1981) RN1046 RN1046 *CURRENT SURVEY CONTROL RN1046 ___________________________________________________________________ RN1046* NAD 83(1986)- 46 57 21. (N) 092 27 24. (W) SCALED RN1046* NAVD 88 - 410.796 (meters) 1347.75 (feet) ADJUSTED RN1046 ___________________________________________________________________ RN1046 GEOID HEIGHT- -28.98 (meters) GEOID99 RN1046 DYNAMIC HT - 410.822 (meters) 1347.84 (feet) COMP RN1046 MODELED GRAV- 980,663.7 (mgal) NAVD 88 RN1046 RN1046 VERT ORDER - SECOND CLASS I RN1046 RN1046.The horizontal coordinates were scaled from a topographic map and have RN1046.an estimated accuracy of +/- 6 seconds. RN1046 RN1046.The orthometric height was determined by differential leveling RN1046.and adjusted by the National Geodetic Survey in June 1991. RN1046 RN1046.The geoid height was determined by GEOID99. RN1046 RN1046.The dynamic height is computed by dividing the NAVD 88 RN1046.geopotential number by the normal gravity value computed on the RN1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN1046.degrees latitude (g = 980.6199 gals.). RN1046 RN1046.The modeled gravity was interpolated from observed gravity values. RN1046 RN1046; North East Units Estimated Accuracy RN1046;SPC MN N - 150,880. 848,970. MT (+/- 180 meters Scaled) RN1046 RN1046 SUPERSEDED SURVEY CONTROL RN1046 RN1046.No superseded survey control is available for this station. RN1046 RN1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN413003(NAD 83) RN1046_MARKER: DR = REFERENCE MARK DISK RN1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN1046_STAMPING: GAIL NO 2 1978 RN1046_MARK LOGO: MNDT RN1046_PROJECTION: PROJECTING 5 CENTIMETERS RN1046_MAGNETIC: O = OTHER; SEE DESCRIPTION RN1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RN1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN1046+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1990 RN1046 RN1046 HISTORY - Date Condition Report By RN1046 HISTORY - 1978 MONUMENTED MNDT RN1046 HISTORY - 19900605 GOOD MNDT RN1046 RN1046 STATION DESCRIPTION RN1046 RN1046'DESCRIBED BY MN DEPT OF TRANSP 1978 RN1046'5.9 MI SOUTH FROM CANYON. RN1046'THE MARK IS LOCATED 5.9 MILES SOUTH ALONG TRUNK HIGHWAY 53 FROM THE RN1046'INTERSECTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 152 AT CANYON, NEAR RN1046'THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 33 OF INDEPENDENCE, RN1046'AT TRUNK HIGHWAY 33 MILE POINT 19.35 AND TRUNK HIGHWAY 53 MILE POINT RN1046'24.1. IT IS 122 FT. NORTH NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY RN1046'33 NORTHBOUND, 47.0 FT. WEST NORTHWEST OF STATION GAIL, 72.6 FT. WEST RN1046'SOUTHWEST OF RM 1, 80.2 FT. WEST OF A 10 INCH SPRUCE, 5.7 FT. SOUTH OF RN1046'A 8 INCH BIRCH, AND 45.8 FT. NORTHWEST OF A STEEL WITNESS POST. RN1046 RN1046 STATION RECOVERY (1990) RN1046 RN1046'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) RN1046'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. RN1046'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SE OF INDEPENDENCE, AT JCT RN1046'OF TH 33 AND TH 53, 122 FT (37.2 M) NNW OF NB TH 33, AT TH 33 MP RN1046'19.35, 47.0 FT (14.3 M) WSW OF STA GAIL MNDT, 72.6 FT (22.1 M) WSW OF RN1046'GAIL RM 1, 5.7 FT (1.7 M) SOUTH OF 8 INCH BIRCH TREE, 45.8 FT (14.0 M) RN1046'NW OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ1882 *********************************************************************** SJ1882 DESIGNATION - GENOA SJ1882 PID - SJ1882 SJ1882 STATE/COUNTY- MN/ST LOUIS SJ1882 USGS QUAD - EVELETH (1983) SJ1882 SJ1882 *CURRENT SURVEY CONTROL SJ1882 ___________________________________________________________________ SJ1882* NAD 83(1996)- 47 27 39.98075(N) 092 31 14.31945(W) ADJUSTED SJ1882* NAVD 88 - 477.855 (meters) 1567.76 (feet) ADJUSTED SJ1882 ___________________________________________________________________ SJ1882 X - -190,006.564 (meters) COMP SJ1882 Y - -4,316,178.183 (meters) COMP SJ1882 Z - 4,676,905.199 (meters) COMP SJ1882 LAPLACE CORR- 1.25 (seconds) DEFLEC99 SJ1882 ELLIP HEIGHT- 447.83 (meters) (06/18/03) GPS OBS SJ1882 GEOID HEIGHT- -30.01 (meters) GEOID99 SJ1882 DYNAMIC HT - 477.902 (meters) 1567.92 (feet) COMP SJ1882 MODELED GRAV- 980,695.3 (mgal) NAVD 88 SJ1882 SJ1882 HORZ ORDER - FIRST SJ1882 VERT ORDER - FIRST CLASS II SJ1882 ELLP ORDER - THIRD CLASS I SJ1882 SJ1882.The horizontal coordinates were established by GPS observations SJ1882.and adjusted by the MN DEPT OF TRANSP in June 2003. SJ1882 SJ1882.The orthometric height was determined by differential leveling SJ1882.and adjusted by the National Geodetic Survey in June 1991. SJ1882 SJ1882.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ1882 SJ1882.The Laplace correction was computed from DEFLEC99 derived deflections. SJ1882 SJ1882.The ellipsoidal height was determined by GPS observations SJ1882.and is referenced to NAD 83. SJ1882 SJ1882.The geoid height was determined by GEOID99. SJ1882 SJ1882.The dynamic height is computed by dividing the NAVD 88 SJ1882.geopotential number by the normal gravity value computed on the SJ1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1882.degrees latitude (g = 980.6199 gals.). SJ1882 SJ1882.The modeled gravity was interpolated from observed gravity values. SJ1882 SJ1882; North East Units Scale Converg. SJ1882;SPC MN N - 207,012.895 843,679.226 MT 0.99992404 +0 25 45.9 SJ1882;UTM 15 - 5,256,518.551 536,128.541 MT 0.99961604 +0 21 11.5 SJ1882 SJ1882: Primary Azimuth Mark Grid Az SJ1882:SPC MN N - EVELETH RM 3 314 13 04.3 SJ1882:UTM 15 - EVELETH RM 3 314 17 38.7 SJ1882 SJ1882|---------------------------------------------------------------------| SJ1882| PID Reference Object Distance Geod. Az | SJ1882| dddmmss.s | SJ1882| SJ2183 VIRGINIA STATE PATROL MAST APPROX. 2.9 KM 0005137.1 | SJ1882| AI4847 GENOA RM 2 15.998 METERS 29222 | SJ1882| SJ2187 EVELETH RM 3 APPROX. 1.1 KM 3143850.2 | SJ1882| AI4846 GENOA RM 1 9.142 METERS 33258 | SJ1882|---------------------------------------------------------------------| SJ1882 SJ1882 SUPERSEDED SURVEY CONTROL SJ1882 SJ1882 NAD 83(1996)- 47 27 39.98077(N) 092 31 14.31889(W) AD( ) 2 SJ1882 ELLIP HT - 447.86 (m) (03/16/99) GP( ) 4 1 SJ1882 NAD 83(1986)- 47 27 39.97821(N) 092 31 14.32252(W) AD( ) 2 SJ1882 NAD 27 - 47 27 40.23513(N) 092 31 13.65776(W) AD( ) 2 SJ1882 NGVD 29 - 477.63 (m) 1567.0 (f) LEVELING 3 SJ1882 SJ1882.Superseded values are not recommended for survey control. SJ1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1882.See file dsdata.txt to determine how the superseded data were derived. SJ1882 SJ1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3612956519(NAD 83) SJ1882_MARKER: DS = TRIANGULATION STATION DISK SJ1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1882_STAMPING: GENOA 1976 SJ1882_MARK LOGO: MNDT SJ1882_PROJECTION: PROJECTING 5 CENTIMETERS SJ1882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT SJ1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1882+STABILITY: SURFACE MOTION SJ1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ1882+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 SJ1882 SJ1882 HISTORY - Date Condition Report By SJ1882 HISTORY - 1976 MONUMENTED MNDT SJ1882 HISTORY - 1978 GOOD NGS SJ1882 HISTORY - 19800723 GOOD NGS SJ1882 HISTORY - 19890901 GOOD NGS SJ1882 HISTORY - 19900520 GOOD MNDT SJ1882 HISTORY - 19920818 GOOD MNDT SJ1882 HISTORY - 20000401 GOOD MNDT SJ1882 SJ1882 STATION DESCRIPTION SJ1882 SJ1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 SJ1882'5.4 MI SOUTH FROM VIRGINIA. SJ1882'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. SJ1882'5.4 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF U.S. SJ1882'HIGHWAY 169 IN VIRGINIA, AT THE STATE HIGHWAY 37 OVERPASS, 30 FT. SJ1882'SOUTH OF THE SOUTHEAST CORNER OF THE OVERPASS, 25 FT. EAST OF THE SJ1882'CENTERLINE OF HIGHWAY 53 NORTHBOUND, 4 FT. EAST OF A METAL GUARDRAIL. SJ1882'THE MARK IS 4 FT SW FROM A WITNESS POST. SJ1882 SJ1882 STATION RECOVERY (1980) SJ1882 SJ1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (OCO) SJ1882'THE STATION MARK AND BENCH MARK 6917 CC MNDT (REFERENCE MARK NUMBER 1) SJ1882'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1976. REFERENCE MARK SJ1882'NUMBER 2 WAS DESTROYED BY CONSTRUCTION WORK. REFERENCE MARK NUMBER 3 SJ1882'WAS SET AT THIS TIME AND NO AZIMUTH MARK WAS SET BECAUSE THE STATION SJ1882'HAS GROUND VISIBILITY TO ADJACENT TRAVERSE STATIONS. THE DISTANCE TO SJ1882'BENCH MARK 6917 CHECKED. ADDITIONS OR CORRECTIONS TO THE DESCRIPTION SJ1882'FOLLOW. THE STATION MARK IS NOW 1.0 FOOT (0.3 M) EAST OF A STEEL SJ1882'WITNESS POST. BENCH MARK 6917 CC IS NOW 29.7 FT (9.1 M) NORTH OF A SJ1882'STEEL WITNESS POST. REFERENCE MARK NUMBER 3, A STANDARD MNDT SJ1882'REFERENNCE MARK DISK STAMPED---GENOA 1976 NO 3---, IS SET IN THE TOP SJ1882'OF THE SOUTHEAST ABUTEMENT OF BRIDGE NUMBER 9493 (SOUTHBOUND TRUNK SJ1882'HIGHWAY 53 OVER TRUNK HIGHWAY 37.) SJ1882 SJ1882 STATION RECOVERY (1989) SJ1882 SJ1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 SJ1882'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF EVELETH NEAR THE SJ1882'SOUTHEAST CORNER OF A BRIDGE FOR THE NORTHBOUND LANES OF US HIGHWAY 53 SJ1882'OVER TRUNK HIGHWAY 37 EAST. OWNERSHIP--STATE OF MINNESOTA. SJ1882'THE STATION MARK IS SET 9.1 M (29.9 FT) SOUTHEAST OF THE SOUTHEAST SJ1882'CORNER OF US HIGHWAY 53 BRIDGE NORTH OVER TRUNK HIGHWAY 37 EAST, 6.6 M SJ1882'(21.7 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF SJ1882'US HIGHWAY 53, 4.4 M (14.4 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER SJ1882'OF A CATCH BASIN AND 0.25 M (0.8 FT) EAST OF A METAL POST. SJ1882'DESCRIBED BY R.D.BALL. SJ1882 SJ1882 STATION RECOVERY (1990) SJ1882 SJ1882'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (DKH) SJ1882'THE STATION, REFERENCE MARK 1, AND REFERENCE MARK 3 WERE RECOVERED IN SJ1882'GOOD CONDITION AS DESCRIBED IN THE NGS VERTICAL LINE 24492. REFERENCE SJ1882'MARK 2 WAS SEARCHED FOR BUT NOT FOUND. THE DISTANCE FROM THE STATION SJ1882'TO RM 1 IS 30.08 FT, FROM THE STATION TO RM 3 IS 81.36 FT, AND SJ1882'BETWEEN RM 1 AND RM 3 IS 66.09 FT. ADDITIONS AND CHANGES TO THE SJ1882'DESCRIPTION FOLLOW.THE STATION, A STANDARD DISK STAMPED---GENOA SJ1882'1976--- SET IN A CONCRETE MONUMENT IS 21.5 FT (6.6 M) EAST OF THE SJ1882'CENTER OF THE NB LANE OF TH 53, 3.6 FT (1.1 M) EAST OF A GUARDRAIL, SJ1882'29.4 FT (9.0 M) SOUTH OF THE SE CORNER OF BRIDGE 9494, AND 1.0 FT (0.3 SJ1882'M) EAST OF A STEEL WITNESS POST. REFERENCE MARK 3, A STANDARD DISK SJ1882'STAMPED---GENOA 1976 NO 3 1980--- SET FLUSH IN A DRILL HOLE IN THE TOP SJ1882'OF THE CONCRETE ABUTMENT IN THE SE CORNER OF THE SB LANE TH 53 BRIDGE SJ1882'(9494) OVER TH 37. SJ1882 SJ1882 STATION RECOVERY (1992) SJ1882 SJ1882'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH) SJ1882'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. ADDITIONS SJ1882'AND CORRECTIONS TO THE DESCRIPTION FOLLOW. THE STATION IS 1.8 FT (0.5 SJ1882'M) SOUTH OF A STEEL WITNESS POST. SJ1882 SJ1882 STATION RECOVERY (2000) SJ1882 SJ1882'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) SJ1882'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6504 *********************************************************************** DF6504 DESIGNATION - GRYTAL DF6504 PID - DF6504 DF6504 STATE/COUNTY- MN/ST LOUIS DF6504 USGS QUAD - COTTON (1969) DF6504 DF6504 *CURRENT SURVEY CONTROL DF6504 ___________________________________________________________________ DF6504* NAD 83(1996)- 47 10 35.11537(N) 092 28 38.41665(W) ADJUSTED DF6504* NAVD 88 - 404.2 (meters) 1326. (feet) GPS OBS DF6504 ___________________________________________________________________ DF6504 X - -187,747.813 (meters) COMP DF6504 Y - -4,339,518.124 (meters) COMP DF6504 Z - 4,655,393.626 (meters) COMP DF6504 LAPLACE CORR- 2.23 (seconds) DEFLEC99 DF6504 ELLIP HEIGHT- 374.66 (meters) (06/18/03) GPS OBS DF6504 GEOID HEIGHT- -29.63 (meters) GEOID99 DF6504 DF6504 HORZ ORDER - FIRST DF6504 ELLP ORDER - THIRD CLASS I DF6504 DF6504.The horizontal coordinates were established by GPS observations DF6504.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6504 DF6504.The orthometric height was determined by GPS observations and a DF6504.high-resolution geoid model. DF6504 DF6504.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6504 DF6504.The Laplace correction was computed from DEFLEC99 derived deflections. DF6504 DF6504.The ellipsoidal height was determined by GPS observations DF6504.and is referenced to NAD 83. DF6504 DF6504.The geoid height was determined by GEOID99. DF6504 DF6504; North East Units Scale Converg. DF6504;SPC MN N - 175,390.651 847,199.076 MT 0.99996848 +0 27 41.5 DF6504;UTM 15 - 5,224,901.925 539,604.657 MT 0.99961928 +0 23 00.1 DF6504 DF6504 SUPERSEDED SURVEY CONTROL DF6504 DF6504.No superseded survey control is available for this station. DF6504 DF6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3960524902(NAD 83) DF6504_MARKER: DH = HORIZONTAL CONTROL DISK DF6504_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6504_STAMPING: GRYTAL 1992 DF6504_MARK LOGO: MNDT DF6504_PROJECTION: RECESSED 3 CENTIMETERS DF6504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6504+STABILITY: SURFACE MOTION DF6504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6504+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 DF6504_ROD/PIPE-DEPTH: 4.3 meters DF6504 DF6504 HISTORY - Date Condition Report By DF6504 HISTORY - 1992 MONUMENTED MNDT DF6504 HISTORY - 20000401 GOOD MNDT DF6504 DF6504 STATION DESCRIPTION DF6504 DF6504'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6504'THE STATION IS 9-3/4 MI NNE OF CANYON, IN THE SE 1/4 OF SECTION 10, DF6504'T54N, R17W, 0.50 MI (0.80 KM) NORTH OF CO RD 52 IN COTTON, AT TH 53 MP DF6504'39.45, 59.0 FT (18.0 M) ENE OF THE CENTER OF THE NB LANE OF TH 53, 10 DF6504'FT (3.0 M) SSE OF THE CENTER OF A DRIVEWAY, 102.0 FT (31.1 M) SOUTH OF DF6504'A P-POLE, 46.1 FT (14.1 M) WEST OF A R/W POST, 10.9 FT (3.3 M) NNW OF DF6504'A STEEL WITNESS POST. DF6504 DF6504 STATION RECOVERY (2000) DF6504 DF6504'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6504'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0160 *********************************************************************** SJ0160 DESIGNATION - H 163 SJ0160 PID - SJ0160 SJ0160 STATE/COUNTY- MN/ST LOUIS SJ0160 USGS QUAD - CENTRAL LAKES (1969) SJ0160 SJ0160 *CURRENT SURVEY CONTROL SJ0160 ___________________________________________________________________ SJ0160* NAD 83(1986)- 47 15 42. (N) 092 28 53. (W) SCALED SJ0160* NAVD 88 - 420.598 (meters) 1379.91 (feet) ADJUSTED SJ0160 ___________________________________________________________________ SJ0160 GEOID HEIGHT- -29.79 (meters) GEOID99 SJ0160 DYNAMIC HT - 420.629 (meters) 1380.01 (feet) COMP SJ0160 MODELED GRAV- 980,674.5 (mgal) NAVD 88 SJ0160 SJ0160 VERT ORDER - SECOND CLASS 0 SJ0160 SJ0160.The horizontal coordinates were scaled from a topographic map and have SJ0160.an estimated accuracy of +/- 6 seconds. SJ0160 SJ0160.The orthometric height was determined by differential leveling SJ0160.and adjusted by the National Geodetic Survey in June 1991. SJ0160 SJ0160.The geoid height was determined by GEOID99. SJ0160 SJ0160.The dynamic height is computed by dividing the NAVD 88 SJ0160.geopotential number by the normal gravity value computed on the SJ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0160.degrees latitude (g = 980.6199 gals.). SJ0160 SJ0160.The modeled gravity was interpolated from observed gravity values. SJ0160 SJ0160; North East Units Estimated Accuracy SJ0160;SPC MN N - 184,870. 846,820. MT (+/- 180 meters Scaled) SJ0160 SJ0160 SUPERSEDED SURVEY CONTROL SJ0160 SJ0160 NGVD 29 - 420.386 (m) 1379.22 (f) ADJ UNCH 2 0 SJ0160 SJ0160.Superseded values are not recommended for survey control. SJ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0160.See file dsdata.txt to determine how the superseded data were derived. SJ0160 SJ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN392343(NAD 83) SJ0160_MARKER: DB = BENCH MARK DISK SJ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0160_STAMPING: H 163 1935 SJ0160_MARK LOGO: CGS SJ0160_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SJ0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0160+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992 SJ0160 SJ0160 HISTORY - Date Condition Report By SJ0160 HISTORY - 1935 MONUMENTED CGS SJ0160 HISTORY - 1972 GOOD NGS SJ0160 HISTORY - 19920901 GOOD MNDT SJ0160 SJ0160 STATION DESCRIPTION SJ0160 SJ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 SJ0160'6.2 MI N FROM COTTON. SJ0160'MARK IS LOCATED 6.2 MILES NORTH ALONG T.H. 53 FROM COUNTY SCHOOL 100 SJ0160'AT COTTON, ST. LOUIS COUNTY, 300 FEET WEST OF A SMALL LOG FARM HOUSE, SJ0160'45 FEET WEST OF THE CENTERLINE OF T.H. 53 S.B., 1 FOOT EAST OF WITNESS SJ0160'SIGN POST. A STANDARD DISK, STAMPED H 163 1935 AND SET IN THE TOP OF SJ0160'A CONCRETE POST. SJ0160 SJ0160 STATION RECOVERY (1992) SJ0160 SJ0160'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0160'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0160'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF SCHOOL AT COTTON, SJ0160'45 FT (13.7 M) WEST OF SB TH 53, AT TH 53 MP 45.5, 2.0 FT (0.6 M) EAST SJ0160'OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ2160 *********************************************************************** SJ2160 DESIGNATION - HELLWEGS 2 SJ2160 PID - SJ2160 SJ2160 STATE/COUNTY- MN/ST LOUIS SJ2160 USGS QUAD - CANYON (1976) SJ2160 SJ2160 *CURRENT SURVEY CONTROL SJ2160 ___________________________________________________________________ SJ2160* NAD 83(1996)- 47 00 44.94082(N) 092 28 15.98097(W) ADJUSTED SJ2160* NAVD 88 - 429.6 (meters) 1409. (feet) GPS OBS SJ2160 ___________________________________________________________________ SJ2160 X - -187,852.168 (meters) COMP SJ2160 Y - -4,352,894.123 (meters) COMP SJ2160 Z - 4,643,004.107 (meters) COMP SJ2160 LAPLACE CORR- 2.70 (seconds) DEFLEC99 SJ2160 ELLIP HEIGHT- 400.47 (meters) (06/18/03) GPS OBS SJ2160 GEOID HEIGHT- -29.16 (meters) GEOID99 SJ2160 SJ2160 HORZ ORDER - FIRST SJ2160 ELLP ORDER - THIRD CLASS I SJ2160 SJ2160.The horizontal coordinates were established by GPS observations SJ2160.and adjusted by the MN DEPT OF TRANSP in June 2003. SJ2160 SJ2160.The orthometric height was determined by GPS observations and a SJ2160.high-resolution geoid model. SJ2160 SJ2160.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ2160 SJ2160.The Laplace correction was computed from DEFLEC99 derived deflections. SJ2160 SJ2160.The ellipsoidal height was determined by GPS observations SJ2160.and is referenced to NAD 83. SJ2160 SJ2160.The geoid height was determined by GEOID99. SJ2160 SJ2160; North East Units Scale Converg. SJ2160;SPC MN N - 157,169.974 847,819.749 MT 1.00000510 +0 27 58.1 SJ2160;UTM 15 - 5,206,687.091 540,200.079 MT 0.99961986 +0 23 12.8 SJ2160 SJ2160: Primary Azimuth Mark Grid Az SJ2160:SPC MN N - HELLWEGS AZ MK 176 42 48.7 SJ2160:UTM 15 - HELLWEGS AZ MK 176 47 34.0 SJ2160 SJ2160|---------------------------------------------------------------------| SJ2160| PID Reference Object Distance Geod. Az | SJ2160| dddmmss.s | SJ2160| CJ2628 HELLWEGS 2 RM 3 38.814 METERS 05732 | SJ2160| CJ2629 HELLWEGS 2 RM 4 10.877 METERS 17633 | SJ2160| SJ0180 HELLWEGS AZ MK 1771046.8 | SJ2160| SJ2159 HELLWEGS 25.779 METERS 21029 | SJ2160|---------------------------------------------------------------------| SJ2160 SJ2160 SUPERSEDED SURVEY CONTROL SJ2160 SJ2160 NAD 83(1996)- 47 00 44.94066(N) 092 28 15.97992(W) AD( ) 3 SJ2160 NAD 83(1986)- 47 00 44.93700(N) 092 28 15.98210(W) AD( ) 3 SJ2160 NAD 27 - 47 00 45.15720(N) 092 28 15.29371(W) AD( ) 3 SJ2160 SJ2160.Superseded values are not recommended for survey control. SJ2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ2160.See file dsdata.txt to determine how the superseded data were derived. SJ2160 SJ2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4020006687(NAD 83) SJ2160_MARKER: DS = TRIANGULATION STATION DISK SJ2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ2160 SJ2160 HISTORY - Date Condition Report By SJ2160 HISTORY - 1966 MONUMENTED CGS SJ2160 HISTORY - 1968 MARK NOT FOUND CGS SJ2160 HISTORY - 1974 SEE DESCRIPTION NGS SJ2160 HISTORY - 1978 GOOD NGS SJ2160 HISTORY - 19990401 MARK NOT FOUND MNDT SJ2160 SJ2160 STATION DESCRIPTION SJ2160 SJ2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB) SJ2160'THE STATION IS ABOUT 22 MILES NORTH OF CLOQUET, 11 MILES SOUTH SJ2160'OF COTTON, AND ON THE WEST SIDE OF THE NORTH BOUND LANE OF SJ2160'U.S. HIGHWAY 53. SJ2160' SJ2160'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS SJ2160'33 AND 45 JUST WEST OF THE POST OFFICE IN CLOQUET, GO NORTH SJ2160'ON STATE HIGHWAY 33 FOR 8.7 MILES TO THE JUNCTION OF STATE SJ2160'HIGHWAY 2. CONTINUE ON STATE HIGHWAY 33 FOR 7.9 MILES TO THE SJ2160'JUNCTION OF U.S. HIGHWAY 53. GO NORTH ON U.S. HIGHWAY 53 FOR SJ2160'3.9 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH SJ2160'ON U.S. HIGHWAY 53 FOR 0.25 MILE TO THE STATION ON THE LEFT. SJ2160' SJ2160'STATION MARKS ARE STANDARD DISKS STAMPED HELLWEGS 2 1966. SJ2160'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS SJ2160'FLUSH WITH THE SURFACE OF THE GROUND. IT IS IN THE MEDIAN SJ2160'BETWEEN U.S. HIGHWAY 53, 41 FEET SOUTH OF A EXTENDED CENTERLINE SJ2160'OF A WOODS ROAD ON THE EAST SIDE OF HIGHWAY, 32 FEET WEST OF SJ2160'THE CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 53, AND SJ2160'2.5 FEET SOUTH OF A METAL WITNESS POST. THE UNDERGROUND DISK SJ2160'IS SET IN AN IRREGULAR MASS OF CONCRETE 2.4 FEET BELOW THE SJ2160'SURFACE OF THE GROUND. SJ2160' SJ2160'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HELLWEGS 2 NO. SJ2160'3 1966, IS SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS SJ2160'3 INCHES. IT IS 75 FEET EAST OF THE CENTERLINE OF THE NORTH SJ2160'BOUND LANE OF U.S. HIGHWAY 53, 12 FEET NORTH OF THE CENTER SJ2160'OF THE WOODS ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST. SJ2160' SJ2160'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HELLWEGS 2 SJ2160'NO. 4 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH SJ2160'IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 29.3 FEET SJ2160'WEST OF THE CENTERLINE OF THE NORTH BOUND LAND OF U.S. HIGHWAY SJ2160'53. SJ2160' SJ2160'AZIMUTH MARK, A STANDARD DISK STAMPED HELLWEGS 1952, IS SET SJ2160'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. SJ2160'IT IS 31 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF SJ2160'U.S. HIGHWAY 53, 2 FEET EAST OF A ROAD BANK, AND 2 FEET NORTH OF A SJ2160'WITNESS POST. NOTE--AZIMUTH MARK IS A BENCH MARK. SJ2160 SJ2160 STATION RECOVERY (1968) SJ2160 SJ2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS) SJ2160'STATION MARK AND REFERENCE MARK NO. 4 WERE SEARCHED FOR BUT SJ2160'NOT RECOVERED. REFERENCE MARK NO. 3 AND AZIMUTH MARK WERE SJ2160'RECOVERED IN GOOD CONDITION. ACCORDING TO MEASUREMENTS FROM SJ2160'THE CENTERLINE OF HIGHWAY AND REFERENCE MARK NO. 3, THE STATION SJ2160'SITE NOW FALLS ABOUT 3-1/2 FEET LOWER THAN THE HIGHWAY AND SJ2160'ON THE SIDE OF A BACK SLOPE. SJ2160' SJ2160'ABOUT 3 HOURS WAS SPENT SEARCHING FOR STATION MARK. SJ2160 SJ2160 STATION RECOVERY (1974) SJ2160 SJ2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) SJ2160'THE SURFACE STATION MONUMENT WAS FOUND SHIRRED OFF, APPARENTLY SJ2160'DUE TO GRADING OPERATIONS, THE TOP PART OF THE MONUMENT AND THE SJ2160'DISK WERE NOT RECOVERED. THE UNDERGROUND STATION MARK, REFERENCE SJ2160'MARK NO. 3, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD SJ2160'CONDITION. REFERENCE MARK NO. 4 APPEARS TO BE IN GOOD CONDITION, SJ2160'THERE IS A SMALL DIFFERENCE IN THE DISTANCE BUT THE DIRECTION SJ2160'CHECKS GOOD, IT IS A FOOT UNDERGROUND. THE POSITION OF THE SJ2160'UNDERGROUND STATION MARK WAS HELD AND A NEW STATION MARK WAS SJ2160'SET 3-FEET BELOW THE SURFACE, A NEW SURFACE STATION MARK WAS SJ2160'PLUMBED OVER IT AND SET FLUSH WITH THE GROUND. A STEEL SJ2160'WITNESS POST WAS SET EAST ACROSS THE HIGHWAY TO AID IN SJ2160'RECOVERY OF THE STATION MARK AND REFERENCE NO. 4. POLARIS SJ2160'WAS OBSERVED FOR AN AZIMUTH CHECK. SJ2160' SJ2160'A NEW DESCRIPTION FOLLOWS-- SJ2160' SJ2160'THE STATION IS LOCATED ABOUT 22 MILES NORTH OF CLOQUET, 11 MILES SJ2160'SOUTH OF COTTON, AND ON THE WEST SIDE OF THE NORTH BOUND LANES OF SJ2160'U.S. HIGHWAY 53. SJ2160' SJ2160'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND SJ2160'45 JUST WEST OF THE POST OFFICE IN CLOQUET, GO NORTH ON STATE SJ2160'HIGHWAY 33 FOR 8.7 MILES TO THE JUNCTION OF STATE HIGHWAY SJ2160'2. CONTINUE ON STATE HIGHWAY 33 FOR 7.9 MILES TO THE JUNCTION SJ2160'OF U.S. HIGHWAY 53. GO NORTH ON U.S. HIGHWAY 53 FOR 3.9 MILES SJ2160'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH ON HIGHWAY 53 SJ2160'FOR 0.25 MILE TO THE STATION ON THE LEFT. SJ2160' SJ2160'THE STATION MARKS ARE STANDARD DISKS STAMPED HELLWEGS 2 1966 SJ2160'1974. THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH SJ2160'WITH THE GROUND. IT IS IN THE MEDIAN BETWEEN THE NORTH AND SOUTH SJ2160'LANES OF U.S. HIGHWAY 53, 316 FEET SOUTH OF THE CENTER WIRE OF A SJ2160'5-WIRE POWER TRANSMISSION LINE, 161 FEET SOUTHWEST AND ACROSS THE SJ2160'HIGHWAY FROM A TELEPHONE POLE, 73 FEET WEST ACROSS THE HIGHWAY SJ2160'AND SLIGHTLY TO THE NORTH FROM A METAL WITNESS POST, 50 FEET SJ2160'SOUTH OF THE EXTENDED CENTER LINE OF A WOODS ROAD LEADING EAST, SJ2160'32 FEET WEST OF THE CENTER OF THE NORTH BOUND LANES. THE SJ2160'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE. SJ2160' SJ2160'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HELLWEGS 2 NO 3 SJ2160'1966, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS SJ2160'3-INCHES. IT IS 72 FEET EAST OF THE CENTER OF THE NORTH BOUND SJ2160'LANES OF HIGHWAY 53, 40 FEET SOUTH-SOUTHWEST OF A TELEPHONE SJ2160'POLE, 12 FEET NORTH OF THE CENTER OF THE WOODS ROAD, AND 1.0 SJ2160'FOOT NORTH OF A METAL WITNESS POST. SJ2160' SJ2160'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HELLWEGS 2 NO 4 SJ2160'1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1-FOOT BELOW SJ2160'GROUND SURFACE. IT IS 73 FEET SOUTHWEST OF THE METAL WITNESS SJ2160'POST, AND 29 FEET WEST OF THE CENTER OF THE NORTH BOUND HIGHWAY SJ2160'LANES. SJ2160' SJ2160'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HELLWEGS 1952, SET SJ2160'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2-INCHES. IT SJ2160'IS 182 FEET SOUTH OF THE EXTENDED LINE OF THE HIGHWAY CROSSOVER SJ2160'AND A WOODS ROAD LEADING EAST, (A SIGN AT THE CROSSOVER, TAFT SJ2160'AREA SNOWMOBILE TRAIL CLOQUET VALLEY STATE FOREST,) 31 FEET EAST SJ2160'OF THE CENTER OF THE NORTH BOUND LANES OF HIGHWAY 53, AND 1.6 SJ2160'FEET NORTH OF A METAL WITNESS POST. SJ2160' SJ2160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN SJ2160'ABOUT 11 MILES SOUTH OF COTTON. SJ2160 SJ2160 STATION RECOVERY (1978) SJ2160 SJ2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TRM) SJ2160'THE STATION MARK, REFERENCE MARK NUMBER 3, AND THE AZIMUTH MARK SJ2160'WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK NUMBER 4 WAS NOT SJ2160'FOUND. SJ2160' SJ2160'THE STATION MARK IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK SJ2160'STAMPED HELLWEGS 2 1966 1974. IT IS 31.5 FEET WEST OF AND ABOUT SJ2160'5 FEET LOWER THAN THE CENTERLINE OF TH 53 NORTHBOUND AT MILE SJ2160'POINT 28.1, 48 FEET SOUTH OF THE EXTENDED CENTER OF A WOODS SJ2160'ROAD EAST, 72.6 FEET WEST-NORTHWEST OF A STEEL WITNESS POST, AND SJ2160'FLUSH WITH THE GROUND. SJ2160' SJ2160'REFERENCE MARK NUMBER 3 IS 0.5 FEET SOUTH OF A STEEL WITNESS POST. SJ2160' SJ2160'THE AZIMUTH MARK IS 30.9 FEET EAST OF AND ABOUT 4 FEET HIGHER SJ2160'THAN THE CENTERLINE OF TH 53 NORTHBOUND AT MILEPOINT 27.85, 15 SJ2160'FEET WEST OF A CLUMP OF FIVE 8 INCH BIRCH TREES, 187 FEET SOUTH SJ2160'OF A ROAD EAST, 178 FEET SOUTH OF A CROSS-OVER BETWEEN THE NORTH SJ2160'AND SOUTH BOUND LANES, 1.7 FEET NORTH OF A STEEL WITNESS POST, SJ2160'AND PROJECTS 1 INCH. SJ2160' SJ2160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES SOUTH SJ2160'OF COTTON. SJ2160 SJ2160 STATION RECOVERY (1999) SJ2160 SJ2160'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) SJ2160'MARK NOT FOUND TH 53 WAS LOWERED IN RECONSTRUCTION PROJECT. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4861 *********************************************************************** DF4861 DESIGNATION - HIBB DF4861 PID - DF4861 DF4861 STATE/COUNTY- MN/ST LOUIS DF4861 USGS QUAD - HIBBING (1983) DF4861 DF4861 *CURRENT SURVEY CONTROL DF4861 ___________________________________________________________________ DF4861* NAD 83(1996)- 47 24 02.40033(N) 092 56 29.23979(W) ADJUSTED DF4861* NAVD 88 - 460.28 (meters) 1510.1 (feet) LEVELING DF4861 ___________________________________________________________________ DF4861 X - -221,954.857 (meters) COMP DF4861 Y - -4,319,596.959 (meters) COMP DF4861 Z - 4,672,346.340 (meters) COMP DF4861 LAPLACE CORR- -2.47 (seconds) DEFLEC99 DF4861 ELLIP HEIGHT- 430.31 (meters) (04/07/03) GPS OBS DF4861 GEOID HEIGHT- -29.96 (meters) GEOID99 DF4861 DF4861 HORZ ORDER - FIRST DF4861 VERT ORDER - THIRD ? DF4861 ELLP ORDER - FOURTH CLASS I DF4861 DF4861.The horizontal coordinates were established by GPS observations DF4861.and adjusted by the MN DEPT OF TRANSP in April 2003. DF4861 DF4861.The orthometric height was determined by differential leveling. DF4861.The vertical network tie was performed by a horz. field party for horz. DF4861.obs reductions. Reset procedures were used to establish the elevation. DF4861 DF4861.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4861 DF4861.The Laplace correction was computed from DEFLEC99 derived deflections. DF4861 DF4861.The ellipsoidal height was determined by GPS observations DF4861.and is referenced to NAD 83. DF4861 DF4861.The geoid height was determined by GEOID99. DF4861 DF4861; North East Units Scale Converg. DF4861;SPC MN N - 200,142.403 811,966.992 MT 0.99993143 +0 07 03.1 DF4861;UTM 15 - 5,249,691.980 504,417.497 MT 0.99960024 +0 02 35.1 DF4861 DF4861 SUPERSEDED SURVEY CONTROL DF4861 DF4861.No superseded survey control is available for this station. DF4861 DF4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN0441749692(NAD 83) DF4861_MARKER: DH = HORIZONTAL CONTROL DISK DF4861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4861_STAMPING: HIBB 1990 DF4861_MARK LOGO: MNDT DF4861_PROJECTION: FLUSH DF4861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4861+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2001 DF4861_ROD/PIPE-DEPTH: 5.5 meters DF4861 DF4861 HISTORY - Date Condition Report By DF4861 HISTORY - 1990 MONUMENTED MNDT DF4861 HISTORY - 20010718 GOOD MNDT DF4861 DF4861 STATION DESCRIPTION DF4861 DF4861'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF4861'THE STATION IS LOCATED IN THE SOUTH PART OF HIBBING IN THE NE 1/4 OF DF4861'SECTION 25, T57N, R21W. THE STATION IS AT THE JCT OF TH 169 AND FIRST DF4861'AVE.THE STATION, A STANDARD DISK STAMPED---HIBB 1990--- IS FORCED ONTO DF4861'THE TOP OF A 3/4 DIAMETER BY 18.0 FT (5.5 M) LONG STABILIZED ALUMINUM DF4861'ROD. THE STATION IS 26.5 FT (8.1 M) WEST OF THE CENTER OF FIRST AVE, DF4861'42.2 FT (12.9 M) NORTH OF THE NW CORNER OF BRIDGE NO 69565, 4.2 FT DF4861'(1.3 M) ESE OF A STEEL WITNESS POST, AND FLUSH WITH THE SURFACE OF THE DF4861'GROUND.REFERENCE MARK 1, A STANDARD DISK STAMPED---HIBB NO 1 1990--- DF4861'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NE CONCRETE ABUTMENT OF DF4861'BRIDGE NO 69565, IS 27.0 FT (8.2 M) EAST OF THE CENTER OF FIRST AVE, DF4861'2.5 FT (0.8 M) SOUTH OF THE NORTH END OF BRIDGE NO 69565, AND 73.1 FT DF4861'(22.3 M) SE OF A STEEL WITNESS POST.REFERENCE MARK 2, A STANDARD DISK DF4861'STAMPED---HIBB NO 2 1990--- SET FLUSH IN A DRILL HOLE IN THE TOP OF DF4861'THE NW CONCRETE ABUTMENT OF BRIDGE NO 69565, MONUMENT IS 23.5 FT (7.2 DF4861'M) WEST OF THE CENTER OF FIRST AVE, 0.6 FT (18.3 CM) NORTH OF THE DF4861'NORTH END OF BRIDGE NO 69565, AND 42.7 FT (13.0 M) SSE OF A STEEL DF4861'WITNESS POST. DF4861 DF4861 STATION RECOVERY (2001) DF4861 DF4861'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) DF4861'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0464 *********************************************************************** SJ0464 DESIGNATION - HIBBING SJ0464 PID - SJ0464 SJ0464 STATE/COUNTY- MN/ST LOUIS SJ0464 USGS QUAD - HIBBING (1983) SJ0464 SJ0464 *CURRENT SURVEY CONTROL SJ0464 ___________________________________________________________________ SJ0464* NAD 83(1996)- 47 24 43.47534(N) 092 56 43.77378(W) ADJUSTED SJ0464* NAVD 88 - 465.954 (meters) 1528.72 (feet) ADJUSTED SJ0464 ___________________________________________________________________ SJ0464 X - -222,211.434 (meters) COMP SJ0464 Y - -4,318,652.443 (meters) COMP SJ0464 Z - 4,673,209.077 (meters) COMP SJ0464 LAPLACE CORR- -2.48 (seconds) DEFLEC99 SJ0464 ELLIP HEIGHT- 435.95 (meters) (06/18/03) GPS OBS SJ0464 GEOID HEIGHT- -29.98 (meters) GEOID99 SJ0464 DYNAMIC HT - 465.989 (meters) 1528.83 (feet) COMP SJ0464 MODELED GRAV- 980,673.4 (mgal) NAVD 88 SJ0464 SJ0464 HORZ ORDER - FIRST SJ0464 VERT ORDER - FIRST CLASS II SJ0464 ELLP ORDER - THIRD CLASS I SJ0464 SJ0464.The horizontal coordinates were established by GPS observations SJ0464.and adjusted by the MN DEPT OF TRANSP in June 2003. SJ0464 SJ0464.The orthometric height was determined by differential leveling SJ0464.and adjusted by the National Geodetic Survey in June 1991. SJ0464.WARNING-Repeat measurements at this control monument indicate possible SJ0464.vertical movement. SJ0464 SJ0464.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ0464 SJ0464.The Laplace correction was computed from DEFLEC99 derived deflections. SJ0464 SJ0464.The ellipsoidal height was determined by GPS observations SJ0464.and is referenced to NAD 83. SJ0464 SJ0464.The geoid height was determined by GEOID99. SJ0464 SJ0464.The dynamic height is computed by dividing the NAVD 88 SJ0464.geopotential number by the normal gravity value computed on the SJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0464.degrees latitude (g = 980.6199 gals.). SJ0464 SJ0464.The modeled gravity was interpolated from observed gravity values. SJ0464 SJ0464; North East Units Scale Converg. SJ0464;SPC MN N - 201,410.214 811,659.727 MT 0.99992995 +0 06 52.3 SJ0464;UTM 15 - 5,250,959.770 504,111.979 MT 0.99960021 +0 02 24.5 SJ0464 SJ0464: Primary Azimuth Mark Grid Az SJ0464:SPC MN N - HIBBING AZ MK 356 51 55.9 SJ0464:UTM 15 - HIBBING AZ MK 356 56 23.7 SJ0464 SJ0464|---------------------------------------------------------------------| SJ0464| PID Reference Object Distance Geod. Az | SJ0464| dddmmss.s | SJ0464| SJ0465 HIBBING RM 1 25.307 METERS 09441 | SJ0464| SJ0466 HIBBING RM 2 30.629 METERS 35127 | SJ0464| SJ0463 HIBBING AZ MK 3565848.2 | SJ0464|---------------------------------------------------------------------| SJ0464 SJ0464 SUPERSEDED SURVEY CONTROL SJ0464 SJ0464 NAD 83(1996)- 47 24 43.47347(N) 092 56 43.77400(W) AD( ) 2 SJ0464 NAD 83(1986)- 47 24 43.47202(N) 092 56 43.77673(W) AD( ) 2 SJ0464 NAD 27 - 47 24 43.71800(N) 092 56 43.10000(W) AD( ) 2 SJ0464 NGVD 29 - 465.685 (m) 1527.83 (f) ADJ UNCH 1 2 SJ0464 SJ0464.Superseded values are not recommended for survey control. SJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0464.See file dsdata.txt to determine how the superseded data were derived. SJ0464 SJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN0411250960(NAD 83) SJ0464_MARKER: DS = TRIANGULATION STATION DISK SJ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0464_STAMPING: HIBBING 1947 SJ0464_MARK LOGO: CGS SJ0464_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0464+STABILITY: SURFACE MOTION SJ0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0464+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1995 SJ0464 SJ0464 HISTORY - Date Condition Report By SJ0464 HISTORY - 1947 MONUMENTED CGS SJ0464 HISTORY - 1948 GOOD NGS SJ0464 HISTORY - 1975 GOOD MNHD SJ0464 HISTORY - 1978 GOOD NGS SJ0464 HISTORY - 1978 GOOD MNDT SJ0464 HISTORY - 19900605 GOOD MNDT SJ0464 HISTORY - 19950401 GOOD MNDT SJ0464 SJ0464 STATION DESCRIPTION SJ0464 SJ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (OSR) SJ0464'STATION IS LOCATED IN THE SOUTH PART OF HIBBING, NORTH-EAST SJ0464'OF THE INTERSECTION OF 4TH AVENUE WEST AND 33RD STREET. IT IS SJ0464'66.5 FT. NORTH-EAST OF THE INTERSECTION OF THESE TWO STREETS SJ0464'IN A CORNER OF A VACANT LOT. THE MARK IS FLUSH WITH THE GROUND SJ0464'AND THE DISK IS STAMPED HIBBING 1947. SJ0464' SJ0464'REFERENCE MARK NO. 1 IS 83.03 FT. EAST OF THE STATION AND SJ0464'37 FT. NORTH OF THE APPROXIMATE CENTER LINE OF 33RD STREET. SJ0464'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED SJ0464'HIBBING NO 1 1947. SJ0464' SJ0464'REFERENCE MARK NO. 2 IS 100.49 FT. NORTH OF THE STATION AND SJ0464'35.5 FT. EAST OF THE APPROXIMATE CENTER LINE OF 4TH AVENUE SJ0464'WEST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS SJ0464'STAMPED HIBBING NO 2 1947. SJ0464' SJ0464'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH OF THE STATION, SJ0464'39 FT. SOUTH SOUTH-EAST OF THE INTERSECTION OF 31ST STREET SJ0464'AND 4TH AVENUE WEST, 12 FT. SOUTH OF A TELEPHONE POLE AND SJ0464'4 FT. WEST OF A FENCE. THE MARK IS FLUSH WITH THE GROUND AND SJ0464'THE DISK IS STAMPED HIBBING 1947. SJ0464' SJ0464'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS. SJ0464 SJ0464 STATION RECOVERY (1948) SJ0464 SJ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948 SJ0464'IN HIBBING. SJ0464'AT HIBBING, IN THE SOUTHWEST PART OF TOWN, AT THE INTERSECTION OF 4TH SJ0464'AVENUE WEST AND 33RD STREET, 33.5 FEET EAST OF THE EAST CURB OF 4TH SJ0464'AVENUE WEST, 30.5 FEET NORTH OF THE NORTH CURB OF 33RD STREET, 83 FEET SJ0464'WEST OF R.M. NO. 1, 100.5 FEET SOUTH OF R.M. NO. 2, IN THE SAME BLOCK SJ0464'WITH A YELLOW BRICK SCHOOL BUILDING, ABOUT LEVEL WITH THE SIDE WALK SJ0464'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND. SJ0464 SJ0464 STATION RECOVERY (1975) SJ0464 SJ0464'RECOVERY NOTE BY MN HIGHWAY DEPT 1975 (RU) SJ0464'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER SJ0464'2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS SJ0464'DESCRIBED. SJ0464' SJ0464'THE DESCRIPTION IS ADEQUATE FOR REACHING THE STATION. SJ0464' SJ0464'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTHWEST SJ0464'PART OF HIBBING. SJ0464 SJ0464 STATION RECOVERY (1978) SJ0464 SJ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (IRM) SJ0464'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK SJ0464'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. SJ0464' SJ0464'THE STATION MARK IS 30.5 FEET NORTH OF THE NORTH CURB OF 33RD SJ0464'STREET, 33.5 FEET EAST OF THE EAST CURB OF 4TH AVENUE, 34.8 FEET SJ0464'NORTHEAST OF A STREET LIGHT POLE, AND 95.9 FEET NORTH-NORTHWEST SJ0464'OF THE NORTHEAST CORNER OF A TWO STORY STUCCO HOUSE. SJ0464' SJ0464'REFERENCE MARK NO. 1 IS 21.5 FEET NORTH OF THE NORTH CURB OF 33RD SJ0464'STREET, 116.5 FEET EAST OF THE EAST CURB OF 4TH AVENUE, 91.5 SJ0464'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY SJ0464'STUCCO HOUSE, 43.2 FEET WEST OF A FLOOD LIGHT POLE. SJ0464' SJ0464'REFERENCE MARK NO. 2 IS 131 FEET NORTH OF THE NORTH CURB OF 33RD SJ0464'STREET, 20.5 FEET EAST OF THE EAST CURB OF 4TH AVENUE, 80.0 FEET SJ0464'SOUTH-SOUTHEAST OF A STREET LIGHT POLE, AND 55.3 FEET EAST OF AN SJ0464'18 INCH ELM. SJ0464' SJ0464'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE SOUTH CURB OF 31ST SJ0464'STREET, 4.5 FEET EAST OF THE EAST CURB OF 4TH AVENUE, 6.5 FEET SJ0464'WEST OF THE WEST EDGE OF A SIDEWALK, 3.5 FEET SOUTH OF THE SOUTH SJ0464'EDGE OF A SIDEWALK, AND 1.3 FEET SOUTHEAST OF THE SOUTHEAST SJ0464'CORNER OF THE STEEL BASE OF A STREET LIGHT POLE. SJ0464' SJ0464'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN SJ0464'IN HIBBING. SJ0464 SJ0464 STATION RECOVERY (1978) SJ0464 SJ0464'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 SJ0464'RECOVERED IN GOOD CONDITION. SJ0464 SJ0464 STATION RECOVERY (1990) SJ0464 SJ0464'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) SJ0464'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0464'THE MARK IS LOCATED IN THE CITY OF HIBBING IN THE NE 1/4 OF SECTION SJ0464'24, T57N, R21W. TO REACH THE MARK FROM THE JUNCTION OF TH 169 AND TH SJ0464'37 SOUTH OF HIBBING, GO WEST ALONG TH 169 0.80 MILE (1.29 KM) TO THE SJ0464'BUSINESS ROUTE 169 EXIT, TURN RIGHT AND GO 0.20 MILE (0.32 KM) TO TH SJ0464'73 (1ST AVENUE,) TURN LEFT AND GO 0.65 MILE (1.05 KM) TO 33RD STREET, SJ0464'TURN LEFT AND GO 0.15 MILE (0.24 KM) TO 4TH AVENUE WEST. THE MARK IS SJ0464'LOCATED IN THE SW QUADRANT OF THE COBB COOK SCHOOL YARD, 30.5 FT (9.3 SJ0464'M) NORTH OF THE NORTH CURB OF 33RD STREET, 33.5 FT (10.2 M) EAST OF SJ0464'THE EAST CURB OF 4TH AVENUE WEST, 34.8 FT (10.6 M) NE OF A LIGHT SJ0464'STANDARD, AND 95.9 FT (29.2 M) NNE OF THE NE CORNER OF A TWO STORY SJ0464'FRAME HOUSE. SJ0464 SJ0464 STATION RECOVERY (1995) SJ0464 SJ0464'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS) SJ0464'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0463 *********************************************************************** SJ0463 DESIGNATION - HIBBING AZ MK SJ0463 PID - SJ0463 SJ0463 STATE/COUNTY- MN/ST LOUIS SJ0463 USGS QUAD - HIBBING (1983) SJ0463 SJ0463 *CURRENT SURVEY CONTROL SJ0463 ___________________________________________________________________ SJ0463* NAD 83(1986)- 47 24 52. (N) 092 56 44. (W) SCALED SJ0463* NAVD 88 - 465.541 (meters) 1527.36 (feet) ADJUSTED SJ0463 ___________________________________________________________________ SJ0463 GEOID HEIGHT- -29.99 (meters) GEOID99 SJ0463 DYNAMIC HT - 465.576 (meters) 1527.48 (feet) COMP SJ0463 MODELED GRAV- 980,673.3 (mgal) NAVD 88 SJ0463 SJ0463 VERT ORDER - FIRST CLASS II SJ0463 SJ0463.The horizontal coordinates were scaled from a topographic map and have SJ0463.an estimated accuracy of +/- 6 seconds. SJ0463 SJ0463.The orthometric height was determined by differential leveling SJ0463.and adjusted by the National Geodetic Survey in June 1991. SJ0463.WARNING-Repeat measurements at this control monument indicate possible SJ0463.vertical movement. SJ0463 SJ0463.The geoid height was determined by GEOID99. SJ0463 SJ0463.The dynamic height is computed by dividing the NAVD 88 SJ0463.geopotential number by the normal gravity value computed on the SJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0463.degrees latitude (g = 980.6199 gals.). SJ0463 SJ0463.The modeled gravity was interpolated from observed gravity values. SJ0463 SJ0463; North East Units Estimated Accuracy SJ0463;SPC MN N - 201,670. 811,650. MT (+/- 180 meters Scaled) SJ0463 SJ0463 SUPERSEDED SURVEY CONTROL SJ0463 SJ0463 NGVD 29 - 465.247 (m) 1526.40 (f) ADJ UNCH 1 2 SJ0463 SJ0463.Superseded values are not recommended for survey control. SJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0463.See file dsdata.txt to determine how the superseded data were derived. SJ0463 SJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN041512(NAD 83) SJ0463_MARKER: DZ = AZIMUTH MARK DISK SJ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0463_STAMPING: HIBBING 1947 SJ0463_MARK LOGO: CGS SJ0463_MAGNETIC: N = NO MAGNETIC MATERIAL SJ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0463+STABILITY: SURFACE MOTION SJ0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ0463+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990 SJ0463 SJ0463 HISTORY - Date Condition Report By SJ0463 HISTORY - 1947 MONUMENTED CGS SJ0463 HISTORY - 1948 GOOD NGS SJ0463 HISTORY - 1978 GOOD MNDT SJ0463 HISTORY - 19900606 GOOD MNDT SJ0463 SJ0463 STATION DESCRIPTION SJ0463 SJ0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 SJ0463'IN HIBBING. SJ0463'AT HIBBING, IN THE SOUTHWEST PART OF TOWN, AT THE INTERSECTION OF 4TH SJ0463'AVENUE WEST AND 31ST STREET, 4.5 FEET EAST OF THE EAST CURB OF 4TH SJ0463'AVENUE WEST, 20 FEET SOUTH OF THE SOUTH CURB OF 31ST STREET, 6.5 FEET SJ0463'WEST OF THE WEST EDGE OF CONCRETE WALK, 3.5 FEET SOUTH OF THE SOUTH SJ0463'EDGE OF A CONCRETE WALK, ABOUT 1 BLOCK EAST OF A WATER TOWER, ABOUT SJ0463'LEVEL WITH THE SIDE WALKS AND SET IN THE TOP OF A CONCRETE POST FLUSH SJ0463'WITH THE GROUND. SJ0463 SJ0463 STATION RECOVERY (1978) SJ0463 SJ0463'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 SJ0463'RECOVERED IN GOOD CONDITION. SJ0463 SJ0463 STATION RECOVERY (1990) SJ0463 SJ0463'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) SJ0463'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0463'THE MARK IS LOCATED IN THE CITY OF HIBBING, IN THE NE 1/4 OF SECTION SJ0463'24, T57N, R21W. TO REACH THE MARK FROM THE JUNCTION OF TH 169 AND TH SJ0463'37 SOUTH OF HIBBING, GO WEST ALONG TH 169 0.80 MILE (1.29 KM) TO THE SJ0463'BUSINESS ROUTE 169 EXIT, TURN RIGHT AND GO 0.20 MILE (0.32 KM) TO TH SJ0463'73 (1ST AVENUE,) TURN LEFT AND GO 0.85 MILE (1.37 KM) TO 31ST STREET, SJ0463'TURN LEFT AND GO 0.20 MILE (0.32 KM) TO 4TH AVENUE WEST. THE MARK IS SJ0463'LOCATED IN THE SE QUADRANT OF THIS JCT, 4.5 FT (1.4 M) EAST OF THE SJ0463'EAST CURB OF 4TH AVENUE, 6.5 FT (2.0 M) WEST OF THE WEST EDGE OF A SJ0463'SIDEWALK, 3.5 FT (1.1 M) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 1.3 FT SJ0463'(0.4 M) SE OF THE SE CORNER OF THE STEEL BASE OF A LIGHT POLE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0465 *********************************************************************** SJ0465 DESIGNATION - HIBBING RM 1 SJ0465 PID - SJ0465 SJ0465 STATE/COUNTY- MN/ST LOUIS SJ0465 USGS QUAD - HIBBING (1983) SJ0465 SJ0465 *CURRENT SURVEY CONTROL SJ0465 ___________________________________________________________________ SJ0465* NAD 83(1986)- 47 24 43. (N) 092 56 44. (W) SCALED SJ0465* NAVD 88 - 465.661 (meters) 1527.76 (feet) ADJUSTED SJ0465 ___________________________________________________________________ SJ0465 GEOID HEIGHT- -29.98 (meters) GEOID99 SJ0465 DYNAMIC HT - 465.695 (meters) 1527.87 (feet) COMP SJ0465 MODELED GRAV- 980,673.4 (mgal) NAVD 88 SJ0465 SJ0465 VERT ORDER - FIRST CLASS II SJ0465 SJ0465.The horizontal coordinates were scaled from a topographic map and have SJ0465.an estimated accuracy of +/- 6 seconds. SJ0465 SJ0465.The orthometric height was determined by differential leveling SJ0465.and adjusted by the National Geodetic Survey in June 1991. SJ0465.WARNING-Repeat measurements at this control monument indicate possible SJ0465.vertical movement. SJ0465 SJ0465.The geoid height was determined by GEOID99. SJ0465 SJ0465.The dynamic height is computed by dividing the NAVD 88 SJ0465.geopotential number by the normal gravity value computed on the SJ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0465.degrees latitude (g = 980.6199 gals.). SJ0465 SJ0465.The modeled gravity was interpolated from observed gravity values. SJ0465 SJ0465; North East Units Estimated Accuracy SJ0465;SPC MN N - 201,400. 811,660. MT (+/- 180 meters Scaled) SJ0465 SJ0465 SUPERSEDED SURVEY CONTROL SJ0465 SJ0465 NGVD 29 - 465.331 (m) 1526.67 (f) ADJ UNCH 1 2 SJ0465 SJ0465.Superseded values are not recommended for survey control. SJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0465.See file dsdata.txt to determine how the superseded data were derived. SJ0465 SJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN041509(NAD 83) SJ0465_MARKER: DR = REFERENCE MARK DISK SJ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0465_STAMPING: HIBBING NO 1 1947 SJ0465_MARK LOGO: CGS SJ0465_MAGNETIC: N = NO MAGNETIC MATERIAL SJ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0465+STABILITY: SURFACE MOTION SJ0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0465+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990 SJ0465 SJ0465 HISTORY - Date Condition Report By SJ0465 HISTORY - 1947 MONUMENTED CGS SJ0465 HISTORY - 1948 GOOD NGS SJ0465 HISTORY - 1978 GOOD MNDT SJ0465 HISTORY - 19900606 GOOD MNDT SJ0465 SJ0465 STATION DESCRIPTION SJ0465 SJ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 SJ0465'IN HIBBING. SJ0465'AT HIBBING, IN THE SOUTHWEST PART OF TOWN, AT THE INTERSECTION OF 4TH SJ0465'AVENUE WEST AND 33RD STREET, 116 FEET EAST OF THE EAST CURB OF 4TH SJ0465'AVENUE WEST, 21.5 FEET NORTH OF THE NORTH CURB OF 33RD STREET, 83 FEET SJ0465'EAST OF THE STATION MARK, 144 FEET SOUTHEAST OF R.M. NO. 2, IN THE SJ0465'SAME BLOCK WITH A YELLOW BRICK SCHOOL HOUSE, ABOUT LEVEL WITH THE SIDE SJ0465'WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. SJ0465 SJ0465 STATION RECOVERY (1978) SJ0465 SJ0465'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 SJ0465'RECOVERED IN GOOD CONDITION. SJ0465 SJ0465 STATION RECOVERY (1990) SJ0465 SJ0465'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) SJ0465'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0465'THE MARK IS LOCATED IN THE CITY OF HIBBING IN THE NE 1/4 OF SECTION SJ0465'24, T57N, R21W. TO REACH THE MARK FROM THE JUNCTION OF TH 169 AND TH SJ0465'37 SOUTH OF HIBBING, GO WEST ALONG TH 169 0.80 MILE (1.29 KM) TO THE SJ0465'BUSINESS ROUTE 169 EXIT, TURN RIGHT AND GO 0.20 MILE (0.32 KM) TO TH SJ0465'73 (1ST AVENUE,) TURN LEFT AND GO 0.65 MILE (1.05 KM) TO 33RD STREET, SJ0465'TURN LEFT AND GO 0.15 MILE. (0.24 KM) THE MARK IS LOCATED IN THE SW SJ0465'QUADRANT OF THE COBB COOK SCHOOL YARD, 21.5 FT (6.6 M) NORTH OF THE SJ0465'NORTH CURB OF 33RD STREET, 116.5 FT (35.5 M) EAST OF THE EAST CURB OF SJ0465'4TH AVENUE, 91.5 FT (27.9 M) NNE OF THE NE CORNER OF A TWO STORY FRAME SJ0465'HOUSE, 83.0 FT (25.3 M) EAST OF TRIANGULATION STATION HIBBING, AND SJ0465'26.4 FT (8.0 M) NW OF A LIGHT POLE WITH THE MARKINGS 7033. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0466 *********************************************************************** SJ0466 DESIGNATION - HIBBING RM 2 SJ0466 PID - SJ0466 SJ0466 STATE/COUNTY- MN/ST LOUIS SJ0466 USGS QUAD - HIBBING (1983) SJ0466 SJ0466 *CURRENT SURVEY CONTROL SJ0466 ___________________________________________________________________ SJ0466* NAD 83(1986)- 47 24 43. (N) 092 56 44. (W) SCALED SJ0466* NAVD 88 - 466.083 (meters) 1529.14 (feet) ADJUSTED SJ0466 ___________________________________________________________________ SJ0466 GEOID HEIGHT- -29.98 (meters) GEOID99 SJ0466 DYNAMIC HT - 466.118 (meters) 1529.26 (feet) COMP SJ0466 MODELED GRAV- 980,673.4 (mgal) NAVD 88 SJ0466 SJ0466 VERT ORDER - FIRST CLASS II SJ0466 SJ0466.The horizontal coordinates were scaled from a topographic map and have SJ0466.an estimated accuracy of +/- 6 seconds. SJ0466 SJ0466.The orthometric height was determined by differential leveling SJ0466.and adjusted by the National Geodetic Survey in June 1991. SJ0466.WARNING-Repeat measurements at this control monument indicate possible SJ0466.vertical movement. SJ0466 SJ0466.The geoid height was determined by GEOID99. SJ0466 SJ0466.The dynamic height is computed by dividing the NAVD 88 SJ0466.geopotential number by the normal gravity value computed on the SJ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0466.degrees latitude (g = 980.6199 gals.). SJ0466 SJ0466.The modeled gravity was interpolated from observed gravity values. SJ0466 SJ0466; North East Units Estimated Accuracy SJ0466;SPC MN N - 201,400. 811,660. MT (+/- 180 meters Scaled) SJ0466 SJ0466 SUPERSEDED SURVEY CONTROL SJ0466 SJ0466 NGVD 29 - 465.704 (m) 1527.90 (f) ADJ UNCH 1 2 SJ0466 SJ0466.Superseded values are not recommended for survey control. SJ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0466.See file dsdata.txt to determine how the superseded data were derived. SJ0466 SJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN041509(NAD 83) SJ0466_MARKER: DR = REFERENCE MARK DISK SJ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0466_STAMPING: HIBBING NO 2 1947 SJ0466_MARK LOGO: CGS SJ0466_MAGNETIC: N = NO MAGNETIC MATERIAL SJ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0466+STABILITY: SURFACE MOTION SJ0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0466+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1990 SJ0466 SJ0466 HISTORY - Date Condition Report By SJ0466 HISTORY - 1947 MONUMENTED CGS SJ0466 HISTORY - 1948 GOOD NGS SJ0466 HISTORY - 1978 GOOD MNDT SJ0466 HISTORY - 19900605 GOOD MNDT SJ0466 SJ0466 STATION DESCRIPTION SJ0466 SJ0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 SJ0466'IN HIBBING. SJ0466'AT HIBBING, IN THE SOUTHWEST PART OF TOWN, AT THE INTERSECTION OF 4TH SJ0466'AVENUE WEST AND 33RD STREET, IN THE SAME BLOCK WITH A YELLOW BRICK SJ0466'SCHOOL BUILDING, 20.5 FEET EAST OF THE EAST CURB OF 4TH AVENUE WEST, SJ0466'130 FEET NORTH OF THE NORTH CURB OF 33RD STREET, 100.5 FEET NORTH OF SJ0466'THE STATION MARK, 144 FEET NORTHWEST OF R.M. NO. 1, AND SET IN THE TOP SJ0466'OF A CONCRETE POST PROJECTING 1 IN. SJ0466 SJ0466 STATION RECOVERY (1978) SJ0466 SJ0466'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 SJ0466'RECOVERED IN GOOD CONDITION. SJ0466 SJ0466 STATION RECOVERY (1990) SJ0466 SJ0466'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) SJ0466'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0466'THE MARK IS LOCATED IN THE CITY OF HIBBING IN THE NE 1/4 OF SECTION SJ0466'24, T57N, R21W. TO REACH THE MARK FROM THE JUNCTION OF TH 169 AND TH SJ0466'37 SOUTH OF HIBBING, GO WEST 0.80 MILE (1.29 KM) ALONG TH 169 TO THE SJ0466'BUSINESS ROUTE 169 EXIT, TURN RIGHT AND GO 0.20 MILE (0.32 KM) TO TH SJ0466'73 (1ST AVENUE,) TURN LEFT AND GO 0.65 MILE (1.05 KM) TO 33RD STREET, SJ0466'TURN LEFT AND GO 0.15 MILE (0.24 KM) TO 4TH AVENUE WEST, TURN RIGHT SJ0466'AND GO APPROXIMATELY 140 FT (42.7 M) (42.7 M.) THE MARK IS LOCATED IN SJ0466'THE SW QUADRANT OF THE COBB COOK SCHOOL YARD, 20.5 FT (6.2 M) EAST OF SJ0466'THE EAST CURB OF 4TH AVENUE WEST, 131.0 FT (39.9 M) NORTH OF THE NORTH SJ0466'CURB OF 33RD STREET, AND 80.0 FT (24.4 M) SSE OF A STREET LIGHT POLE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ2184 *********************************************************************** SJ2184 DESIGNATION - HOCKEY SJ2184 PID - SJ2184 SJ2184 STATE/COUNTY- MN/ST LOUIS SJ2184 USGS QUAD - EVELETH (1983) SJ2184 SJ2184 *CURRENT SURVEY CONTROL SJ2184 ___________________________________________________________________ SJ2184* NAD 83(1996)- 47 28 20.76985(N) 092 31 42.36389(W) ADJUSTED SJ2184* NAVD 88 - 506.3 (meters) 1661. (feet) GPS OBS SJ2184 ___________________________________________________________________ SJ2184 X - -190,553.298 (meters) COMP SJ2184 Y - -4,315,244.077 (meters) COMP SJ2184 Z - 4,677,777.777 (meters) COMP SJ2184 LAPLACE CORR- 1.73 (seconds) DEFLEC99 SJ2184 ELLIP HEIGHT- 476.24 (meters) (01/15/97) GPS OBS SJ2184 GEOID HEIGHT- -30.04 (meters) GEOID99 SJ2184 SJ2184 HORZ ORDER - FIRST SJ2184 ELLP ORDER - FOURTH CLASS II SJ2184 SJ2184.The horizontal coordinates were established by GPS observations SJ2184.and adjusted by the National Geodetic Survey in January 1997. SJ2184 SJ2184.The orthometric height was determined by GPS observations and a SJ2184.high-resolution geoid model. SJ2184 SJ2184.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ2184 SJ2184.The Laplace correction was computed from DEFLEC99 derived deflections. SJ2184 SJ2184.The ellipsoidal height was determined by GPS observations SJ2184.and is referenced to NAD 83. SJ2184 SJ2184.The geoid height was determined by GEOID99. SJ2184 SJ2184; North East Units Scale Converg. SJ2184;SPC MN N - 208,268.094 843,082.605 MT 0.99992277 +0 25 25.2 SJ2184;UTM 15 - 5,257,774.156 535,533.772 MT 0.99961552 +0 20 51.1 SJ2184 SJ2184: Primary Azimuth Mark Grid Az SJ2184:SPC MN N - EV 352 12 34.2 SJ2184:UTM 15 - EV 352 17 08.3 SJ2184 SJ2184|---------------------------------------------------------------------| SJ2184| PID Reference Object Distance Geod. Az | SJ2184| dddmmss.s | SJ2184| SJ2176 VIRGINIA S MUNICIPAL TANK OF 2 APPROX. 2.1 KM 0085310.8 | SJ2184| SJ2183 VIRGINIA STATE PATROL MAST APPROX. 1.8 KM 0205253.2 | SJ2184| CJ3082 HOCKEY RM 1 12.196 METERS 17343 | SJ2184| SJ2187 EVELETH RM 3 APPROX. 0.5 KM 2001833.0 | SJ2184| SJ2181 EVELETH MUNICIPAL TANK APPROX. 0.5 KM 2011644.1 | SJ2184| CJ3083 HOCKEY RM 2 8.268 METERS 28436 | SJ2184| SJ2186 EV APPROX. 1.5 KM 3523759.4 | SJ2184|---------------------------------------------------------------------| SJ2184 SJ2184 SUPERSEDED SURVEY CONTROL SJ2184 SJ2184 NAD 83(1986)- 47 28 20.76767(N) 092 31 42.36681(W) AD( ) 2 SJ2184 NAD 27 - 47 28 21.02452(N) 092 31 41.70196(W) AD( ) 2 SJ2184 NGVD 29 - 505.9 (m) 1660. (f) VERT ANG SJ2184 SJ2184.Superseded values are not recommended for survey control. SJ2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ2184.See file dsdata.txt to determine how the superseded data were derived. SJ2184 SJ2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3553457774(NAD 83) SJ2184_MARKER: DH = HORIZONTAL CONTROL DISK SJ2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ2184_STAMPING: HOCKEY 1976 SJ2184_MARK LOGO: MNDT SJ2184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT SJ2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ2184+STABILITY: SURFACE MOTION SJ2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ2184+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 SJ2184 SJ2184 HISTORY - Date Condition Report By SJ2184 HISTORY - 1976 MONUMENTED MNDT SJ2184 HISTORY - 19920818 GOOD MNDT SJ2184 HISTORY - 19950725 GOOD MNDT SJ2184 HISTORY - 20000401 GOOD MNDT SJ2184 SJ2184 STATION DESCRIPTION SJ2184 SJ2184'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) SJ2184'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. SJ2184 SJ2184 STATION RECOVERY (1995) SJ2184 SJ2184'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) SJ2184'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE REFERENCE SJ2184'MARKS WERE NOT LOOKED FOR AT THIS TIME. RECOVERY NOTE BY DAVID K. SJ2184'HERDER, TYPED BY G.W.O. SJ2184 SJ2184 STATION RECOVERY (2000) SJ2184 SJ2184'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) SJ2184'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6505 *********************************************************************** DF6505 DESIGNATION - JENKIN DF6505 PID - DF6505 DF6505 STATE/COUNTY- MN/ST LOUIS DF6505 USGS QUAD - COTTON (1969) DF6505 DF6505 *CURRENT SURVEY CONTROL DF6505 ___________________________________________________________________ DF6505* NAD 83(1996)- 47 07 35.46007(N) 092 28 18.32052(W) ADJUSTED DF6505* NAVD 88 - 412.3 (meters) 1353. (feet) GPS OBS DF6505 ___________________________________________________________________ DF6505 X - -187,500.690 (meters) COMP DF6505 Y - -4,343,605.982 (meters) COMP DF6505 Z - 4,651,626.382 (meters) COMP DF6505 LAPLACE CORR- 2.69 (seconds) DEFLEC99 DF6505 ELLIP HEIGHT- 382.84 (meters) (06/18/03) GPS OBS DF6505 GEOID HEIGHT- -29.49 (meters) GEOID99 DF6505 DF6505 HORZ ORDER - FIRST DF6505 ELLP ORDER - THIRD CLASS I DF6505 DF6505.The horizontal coordinates were established by GPS observations DF6505.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6505 DF6505.The orthometric height was determined by GPS observations and a DF6505.high-resolution geoid model. DF6505 DF6505.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6505 DF6505.The Laplace correction was computed from DEFLEC99 derived deflections. DF6505 DF6505.The ellipsoidal height was determined by GPS observations DF6505.and is referenced to NAD 83. DF6505 DF6505.The geoid height was determined by GEOID99. DF6505 DF6505; North East Units Scale Converg. DF6505;SPC MN N - 169,846.360 847,667.303 MT 0.99997877 +0 27 56.4 DF6505;UTM 15 - 5,219,358.962 540,065.138 MT 0.99961973 +0 23 13.7 DF6505 DF6505 SUPERSEDED SURVEY CONTROL DF6505 DF6505.No superseded survey control is available for this station. DF6505 DF6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4006519359(NAD 83) DF6505_MARKER: DH = HORIZONTAL CONTROL DISK DF6505_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6505_STAMPING: JENKIN 1992 DF6505_MARK LOGO: MNDT DF6505_PROJECTION: FLUSH DF6505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6505+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6505_ROD/PIPE-DEPTH: 3.0 meters DF6505 DF6505 HISTORY - Date Condition Report By DF6505 HISTORY - 1992 MONUMENTED MNDT DF6505 HISTORY - 19990401 GOOD MNDT DF6505 DF6505 STATION DESCRIPTION DF6505 DF6505'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6505'THE STATION IS LOCATED 6 MI (9.7 KM) NORTH OF CANYON, IN THE SW 1/4 OF DF6505'SECTION 26, T54N, R17W, 2.9 MI (4.7 KM) SOUTH OF CO RD 52 IN COTTON, DF6505'AT TH 53 MP 36.0, 35.0 FT (10.7 M) WEST OF THE CENTER OF THE SB LANE DF6505'OF TH 53, 27.1 FT (8.3 M) NNE OF MILEPOST 36, 81.3 FT (24.8 M) ENE OF DF6505'A TEL CABLE MARKER, 2.3 FT (0.7 M) SOUTH OF A STEEL WITNESS POST. DF6505 DF6505 STATION RECOVERY (1999) DF6505 DF6505'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6505'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0162 *********************************************************************** SJ0162 DESIGNATION - K 163 SJ0162 PID - SJ0162 SJ0162 STATE/COUNTY- MN/ST LOUIS SJ0162 USGS QUAD - COTTON (1969) SJ0162 SJ0162 *CURRENT SURVEY CONTROL SJ0162 ___________________________________________________________________ SJ0162* NAD 83(1986)- 47 13 42. (N) 092 29 17. (W) SCALED SJ0162* NAVD 88 - 409.188 (meters) 1342.48 (feet) ADJUSTED SJ0162 ___________________________________________________________________ SJ0162 GEOID HEIGHT- -29.75 (meters) GEOID99 SJ0162 DYNAMIC HT - 409.216 (meters) 1342.57 (feet) COMP SJ0162 MODELED GRAV- 980,671.2 (mgal) NAVD 88 SJ0162 SJ0162 VERT ORDER - SECOND CLASS 0 SJ0162 SJ0162.The horizontal coordinates were scaled from a topographic map and have SJ0162.an estimated accuracy of +/- 6 seconds. SJ0162 SJ0162.The orthometric height was determined by differential leveling SJ0162.and adjusted by the National Geodetic Survey in June 1991. SJ0162 SJ0162.The geoid height was determined by GEOID99. SJ0162 SJ0162.The dynamic height is computed by dividing the NAVD 88 SJ0162.geopotential number by the normal gravity value computed on the SJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0162.degrees latitude (g = 980.6199 gals.). SJ0162 SJ0162.The modeled gravity was interpolated from observed gravity values. SJ0162 SJ0162; North East Units Estimated Accuracy SJ0162;SPC MN N - 181,160. 846,340. MT (+/- 180 meters Scaled) SJ0162 SJ0162 SUPERSEDED SURVEY CONTROL SJ0162 SJ0162 NGVD 29 - 408.987 (m) 1341.82 (f) ADJ UNCH 2 0 SJ0162 SJ0162.Superseded values are not recommended for survey control. SJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0162.See file dsdata.txt to determine how the superseded data were derived. SJ0162 SJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN387306(NAD 83) SJ0162_MARKER: DB = BENCH MARK DISK SJ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0162_STAMPING: K 163 1935 SJ0162_MARK LOGO: CGS SJ0162_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SJ0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0162+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992 SJ0162 SJ0162 HISTORY - Date Condition Report By SJ0162 HISTORY - 1935 MONUMENTED CGS SJ0162 HISTORY - 1972 GOOD NGS SJ0162 HISTORY - 19920902 GOOD MNDT SJ0162 SJ0162 STATION DESCRIPTION SJ0162 SJ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 SJ0162'3.6 MI N FROM COTTON. SJ0162'MARK IS LOCATED 3.6 MILES NORTH ALONG T.H. 53 FROM COUNTY SCHOOL 100 SJ0162'AT COTTON, ST. LOUIS COUNTY, AT THE POINT OF INTERSECTION OF A LONG SJ0162'CURVE, 55 FT. WEST OF THE CENTERLINE OF T.H. 53 S.B., 24 FT. EAST OF SJ0162'RIGHT OF WAY SIGN POST, 1 FOOT EAST OF A STEEL WITNESS POST. A SJ0162'STANDARD DISK, STAMPED K 163 1935 SET IN THE TOP OF A CONCRETE POST. SJ0162 SJ0162 STATION RECOVERY (1992) SJ0162 SJ0162'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0162'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AT SJ0162'TH 53 MP 43.1, 1.5 FT (0.5 M) NORTH OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6496 *********************************************************************** DF6496 DESIGNATION - KAPLA DF6496 PID - DF6496 DF6496 STATE/COUNTY- MN/ST LOUIS DF6496 USGS QUAD - EVELETH (1983) DF6496 DF6496 *CURRENT SURVEY CONTROL DF6496 ___________________________________________________________________ DF6496* NAD 83(1996)- 47 24 04.49235(N) 092 36 27.44959(W) ADJUSTED DF6496* NAVD 88 - 420.72 (meters) 1380.3 (feet) LEVELING DF6496 ___________________________________________________________________ DF6496 X - -196,779.964 (meters) COMP DF6496 Y - -4,320,742.606 (meters) COMP DF6496 Z - 4,672,360.982 (meters) COMP DF6496 LAPLACE CORR- 0.99 (seconds) DEFLEC99 DF6496 ELLIP HEIGHT- 390.79 (meters) (06/18/03) GPS OBS DF6496 GEOID HEIGHT- -29.93 (meters) GEOID99 DF6496 DF6496 HORZ ORDER - FIRST DF6496 VERT ORDER - THIRD ? DF6496 ELLP ORDER - THIRD CLASS I DF6496 DF6496.The horizontal coordinates were established by GPS observations DF6496.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6496 DF6496.The orthometric height was determined by differential leveling. DF6496.The vertical network tie was performed by a horz. field party for horz. DF6496.obs reductions. Reset procedures were used to establish the elevation. DF6496 DF6496.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6496 DF6496.The Laplace correction was computed from DEFLEC99 derived deflections. DF6496 DF6496.The ellipsoidal height was determined by GPS observations DF6496.and is referenced to NAD 83. DF6496 DF6496.The geoid height was determined by GEOID99. DF6496 DF6496; North East Units Scale Converg. DF6496;SPC MN N - 200,313.096 837,164.003 MT 0.99993136 +0 21 53.8 DF6496;UTM 15 - 5,249,829.525 529,606.465 MT 0.99961077 +0 17 19.8 DF6496 DF6496 SUPERSEDED SURVEY CONTROL DF6496 DF6496.No superseded survey control is available for this station. DF6496 DF6496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2960649830(NAD 83) DF6496_MARKER: DH = HORIZONTAL CONTROL DISK DF6496_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6496_STAMPING: KAPLA 1990 DF6496_MARK LOGO: MNDT DF6496_PROJECTION: FLUSH DF6496_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6496+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6496_ROD/PIPE-DEPTH: 14.6 meters DF6496 DF6496 HISTORY - Date Condition Report By DF6496 HISTORY - 1990 MONUMENTED MNDT DF6496 HISTORY - 19990401 GOOD MNDT DF6496 DF6496 STATION DESCRIPTION DF6496 DF6496'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6496'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 22, T57N, R18W, ABOUT 4 DF6496'MILES (6.4 KM) SW OF EVELETH. TO REACH THE MARK FROM THE JUNCTION OF DF6496'TH 53 AND TH 37 SOUTH OF EVELETH, GO WEST 4.25 MILES (6.84 KM) ALONG DF6496'TH 37, MP 16.05. THE MARK IS 35.8 FT (10.9 M) SOUTH OF THE CENTER OF DF6496'TH 37, 120.6 FT (36.8 M) WEST OF THE SW CORNER OF BRIDGE 69108, AND IS DF6496'3.1 FT (0.9 M) WEST OF A STEEL WITNESS POST. DF6496 DF6496 STATION RECOVERY (1999) DF6496 DF6496'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6496'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ2192 *********************************************************************** SJ2192 DESIGNATION - KIRK SJ2192 PID - SJ2192 SJ2192 STATE/COUNTY- MN/ST LOUIS SJ2192 USGS QUAD - KIRK (1983) SJ2192 SJ2192 *CURRENT SURVEY CONTROL SJ2192 ___________________________________________________________________ SJ2192* NAD 83(1996)- 47 24 03.53754(N) 092 41 19.51020(W) ADJUSTED SJ2192* NAVD 88 - 411.08 (meters) 1348.7 (feet) LEVELING SJ2192 ___________________________________________________________________ SJ2192 X - -202,898.431 (meters) COMP SJ2192 Y - -4,320,474.789 (meters) COMP SJ2192 Z - 4,672,333.904 (meters) COMP SJ2192 LAPLACE CORR- 1.32 (seconds) DEFLEC99 SJ2192 ELLIP HEIGHT- 381.12 (meters) (06/18/03) GPS OBS SJ2192 GEOID HEIGHT- -29.96 (meters) GEOID99 SJ2192 SJ2192 HORZ ORDER - FIRST SJ2192 VERT ORDER - THIRD ? SJ2192 ELLP ORDER - THIRD CLASS I SJ2192 SJ2192.The horizontal coordinates were established by GPS observations SJ2192.and adjusted by the MN DEPT OF TRANSP in June 2003. SJ2192 SJ2192.The orthometric height was determined by differential leveling. SJ2192.The vertical network tie was performed by a horz. field party for horz. SJ2192.obs reductions. Reset procedures were used to establish the elevation. SJ2192 SJ2192.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ2192 SJ2192.The Laplace correction was computed from DEFLEC99 derived deflections. SJ2192 SJ2192.The ellipsoidal height was determined by GPS observations SJ2192.and is referenced to NAD 83. SJ2192 SJ2192.The geoid height was determined by GEOID99. SJ2192 SJ2192; North East Units Scale Converg. SJ2192;SPC MN N - 200,247.820 831,040.763 MT 0.99993139 +0 18 17.4 SJ2192;UTM 15 - 5,249,772.381 523,485.121 MT 0.99960678 +0 13 44.8 SJ2192 SJ2192: Primary Azimuth Mark Grid Az SJ2192:SPC MN N - KIRK AZ MK 272 05 15.0 SJ2192:UTM 15 - KIRK AZ MK 272 09 47.6 SJ2192 SJ2192|---------------------------------------------------------------------| SJ2192| PID Reference Object Distance Geod. Az | SJ2192| dddmmss.s | SJ2192| SJ2176 VIRGINIA S MUNICIPAL TANK OF 2 APPROX.15.9 KM 0510831.1 | SJ2192| SJ2179 VIRGINIA RADIO STA WEVE MAST APPROX.14.9 KM 0523813.2 | SJ2192| CJ3178 KIRK RM 1 26.991 METERS 09027 | SJ2192| CJ3179 KIRK RM 2 27.074 METERS 26916 | SJ2192| CJ3177 KIRK AZ MK APPROX. 0.6 KM 2722332.4 | SJ2192| SJ2208 HIBBING MUNICIPAL TANK APPROX.19.6 KM 2743320.2 | SJ2192| SJ2203 BUHL MUNICIPAL TANK APPROX.12.4 KM 3292820.9 | SJ2192|---------------------------------------------------------------------| SJ2192 SJ2192 SUPERSEDED SURVEY CONTROL SJ2192 SJ2192 NAD 83(1996)- 47 24 03.53637(N) 092 41 19.50848(W) AD( ) 1 SJ2192 NAD 83(1986)- 47 24 03.53578(N) 092 41 19.51110(W) AD( ) 1 SJ2192 NAD 27 - 47 24 03.78300(N) 092 41 18.83000(W) AD( ) 1 SJ2192 SJ2192.Superseded values are not recommended for survey control. SJ2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ2192.See file dsdata.txt to determine how the superseded data were derived. SJ2192 SJ2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2348549772(NAD 83) SJ2192_MARKER: DS = TRIANGULATION STATION DISK SJ2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ2192_STAMPING: KIRK 1952 SJ2192_MARK LOGO: CGS SJ2192_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ2192+STABILITY: SURFACE MOTION SJ2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ2192+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 SJ2192 SJ2192 HISTORY - Date Condition Report By SJ2192 HISTORY - 1952 MONUMENTED CGS SJ2192 HISTORY - 1966 GOOD CGS SJ2192 HISTORY - 1978 GOOD MNDT SJ2192 HISTORY - 19900520 GOOD MNDT SJ2192 HISTORY - 19900614 GOOD MNDT SJ2192 HISTORY - 19990401 GOOD MNDT SJ2192 SJ2192 STATION DESCRIPTION SJ2192 SJ2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ) SJ2192'THE STATION IS LOCATED APPROXIMATELY 14 MILES EAST-SOUTHEAST SJ2192'OF HIBBING, 9-1/2 MILES SOUTHWEST OF EVELETH AND ABOUT 1.0 SJ2192'MILE SOUTH OF THE COMMUNITY OF KIRK. IT IS 5 FEET SOUTHEAST SJ2192'OF A WITNESS POST, 71 FEET WEST OF THE CENTERLINE OF A DRIVEWAY SJ2192'AND 53 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 216. SJ2192'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KIRK 1952. SJ2192' SJ2192'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE CENTERLINE OF A SJ2192'DRIVEWAY AND 53 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY SJ2192'NO. 216. THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED SJ2192'KIRK NO 1 1952. SJ2192' SJ2192'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE CENTERLINE OF SJ2192'STATE HIGHWAY NO. 216 AND 1 FOOT NORTH OF THE FENCELINE. SJ2192'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KIRK NO SJ2192'2 1952. SJ2192' SJ2192'THE AZIMUTH MARK IS 2 FEET SOUTH OF A WITNESS POST, 48 FEET SJ2192'NORTH OF THE CENTERLINE OF STATE HIGHWAY NO. 216 AND 27 FEET SJ2192'EAST OF THE CENTERLINE OF COUNTY HIGHWAY NO. 446. THE MARK SJ2192'PROJECTS 6 INCHES AND THE DISK IS STAMPED KIRK 1952. SJ2192' SJ2192'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 53 SJ2192'AND STATE HIGHWAY NO. 216 (ABOUT 5 MILES SOUTH OF THE VILLAGE SJ2192'OF EVELETH) GO WEST ON STATE HIGHWAY NO. 216 FOR 3.95 MILES SJ2192'TO INTERSECTION OF COUNTY ROUTE NO. 7, CONTINUE WEST ON STATE SJ2192'HIGHWAY NO. 216 FOR 3.95 MILES TO STATION ON LEFT (SOUTH) SJ2192'SIDE OF ROAD AS DESCRIBED. SJ2192' SJ2192'TO REACH THE AZIMUTH MARK FROM THE STATION. GO WEST FOR 0.35 SJ2192'MILE TO CROSSROADS AND COUNTY HIGHWAY NO. 446 AND THE MARK IN SJ2192'THE NORTHEAST ANGLE OF ROADS. SJ2192' SJ2192'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS. SJ2192 SJ2192 STATION RECOVERY (1966) SJ2192 SJ2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB) SJ2192'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. SJ2192'THE STATION MARK IS 69 FEET WEST OF CENTERLINE OF A DRIVEWAY, SJ2192'52.5 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 37, 48 SJ2192'FEET WEST-NORTHWEST OF A POWERLINE POLE AND 23.5 FEET SJ2192'NORTH-NORTHEAST OF A FENCE POST WITH WITNESS SIGN. SJ2192' SJ2192'R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED AS DESCRIBED AND SJ2192'FOUND IN GOOD CONDITION. SJ2192' SJ2192'THE AZIMUTH MARK IS 48 FEET NORTH OF THE CENTERLINE OF STATE SJ2192'HIGHWAY 37, 21 FEET EAST OF THE CENTERLINE OF A DRIVEWAY AND SJ2192'7 FEET NORTHWEST OF THE EAST END OF A CULVERT. THE MARK APPEARS SJ2192'AS IF IT HAS BEEN HIT BY ROAD MACHINERY. SJ2192' SJ2192'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND COUNTY SJ2192'ROUTE 7, ABOUT 2 MILES NORTH OF THE VILLAGE OF FORBES, GO SJ2192'WEST ON STATE HIGHWAY 37 FOR 3.95 MILES TO DRIVEWAY AND SJ2192'STATION ON LEFT. SJ2192 SJ2192 STATION RECOVERY (1978) SJ2192 SJ2192'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (JG) SJ2192'THE STATION MARK, REFERENCE MARK NUMBER 2 AND AZIMUTH MARK WERE SJ2192'RECOVERED AS DESCRIBED AND IN GOOD CONDITION. REFERENCE MARK SJ2192'NUMBER 1 WAS SEARCHED FOR AND NOT FOUND. ADDITION AND CORRECTIONS SJ2192'TO THE DESCRIPTION FOLLOW-- SJ2192' SJ2192'THE STATION MARK IS LOCATED 3.95 MILES WEST OF THE JUNCTION OF SJ2192'TRUNK HIGHWAY 37 AND COUNTY ROAD 7, 53 FEET SOUTH OF THE CENTERLINE SJ2192'OF TRUNK HIGHWAY 37, 69 FEET WEST OF A DRIVEWAY AND 23.5 FEET SJ2192'NORTH-NORTHEAST OF A FENCE POST WITH WITNESS SIGN. SJ2192' SJ2192'REFERENCE MARK NUMBER 2 WAS FOUND 54 FEET SOUTH OF THE CENTERLINE SJ2192'OF TRUNK HIGHWAY 37 AND 89 FEET WEST OF THE STATION MARK. SJ2192' SJ2192'THE AZIMUTH MARK WAS FOUND APPROXIMATELY 0.35 MILES WEST OF THE SJ2192'STATION MARK. IT IS 48 FEET NORTH OF THE CENTERLINE TRUNK SJ2192'HIGHWAY 37 AND 7 FEET NORTHWEST OF THE EAST END OF A CULVERT. THE SJ2192'MARK WAS REPORTED TO HAVE APPARENTLY BEEN HIT BY ROAD MACHINERY SJ2192'IN 1966, BUT IT DOES NOT APPEAR TO HAVE BEEN DISTURBED. SJ2192' SJ2192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN SJ2192'4 MILES WEST OF IRON JUNCTION. SJ2192 SJ2192 STATION RECOVERY (1990) SJ2192 SJ2192'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (DKH) SJ2192'THE STATION, AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION. SJ2192'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE TIPPED TO THE SOUTH AND SJ2192'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND. REFERENCE MARK 3 WAS SJ2192'SET. THE DISTANCE BETWEEN THE STATION AND RM 2 IS OFF BY 0.08 FT SJ2192'(2.44 CM) FROM THE LAST TIME IT WAS MEASURED. A FULL DESCRIPTION SJ2192'FOLLOWS. THE STATION IS 8-1/4 MI WSW OF EVELETH IN THE NE 1/4 OF SJ2192'SECTION 25, T57N, R19W. TO REACH THE STATION FROM THE JCT OF TH 37 AND SJ2192'TH 53, GO 8.1 MI (13.0 KM) WEST ALONG TH 37, AT TH 37 MP 12.2. THE SJ2192'STATION, A STANDARD DISK STAMPED---KIRK 1952--- SET IN A CONCRETE SJ2192'MONUMENT IS 53.0 FT (16.2 M) SOUTH OF THE CENTER OF TH 37, 70.5 FT SJ2192'(21.5 M) WEST OF THE CENTER OF A DRIVEWAY, 48.1 FT (14.7 M) NW OF A SJ2192'P-POLE, 88.94 FT (27.11 M) WEST OF RM 2, 22.29 FT (6.79 M) SSE OF RM SJ2192'3, 22.5 FT (6.9 M) NNW OF A STEEL WITNESS POST AND FLUSH WITH THE SJ2192'SURFACE OF THE GROUND.REFERENCE MARK 2, A STANDARD DISK STAMPED---KIRK SJ2192'NO 2 1952--- SET IN A CONCRETE MONUMENT IS 53.5 FT (16.3 M) SOUTH OF SJ2192'THE CENTER OF TH 37, 159.5 FT (48.6 M) WEST OF THE CENTER OF A SJ2192'DRIVEWAY, 134.5 FT (41.0 M) NW OF A P-POLE, 95.0 FT (29.0 M) WNW OF A SJ2192'STEEL WITNESS POST, AND FLUSH WITH THE SURFACE OF THE GROUND. SJ2192'REFERENCE MARK 3, A STANDARD MNDT DISK STAMPED---KIRK NO 3 1952 SJ2192'1990--- FORCED ONTO THE TOP OF A 3/4 INCH BY 20.0 FT (6.1 M) LONG SJ2192'ALUMINUM ROD IS 75.5 FT (23.0 M) SOUTH OF THE CENTER OF TH 37, 68.5 FT SJ2192'(20.9 M) WEST OF THE CENTER OF A DRIVEWAY, 43.4 FT (13.2 M) WSW OF A SJ2192'P-POLE, 2.3 FT (0.7 M) WEST OF A STEEL WITNESS POST, AND FLUSH WITH SJ2192'THE SURFACE OF THE GROUND. TO REACH THE AZIMUTH MARK FROM THE STATION, SJ2192'GO 0.35 MI (0.56 KM) WEST ALONG TH 37, AT TH 37 MP 11.85. THE AZIMUTH SJ2192'MARK, A STANDARD DISK STAMPED---KIRK 1952--- SET IN A CONCRETE SJ2192'MONUMENT IS 48.5 FT (14.8 M) NORTH OF THE CENTER OF TH 37, 21.5 FT SJ2192'(6.6 M) EAST OF THE CENTER OF A DRIVEWAY, 69.0 FT (21.0 M) ESE OF A SJ2192'P-POLE, 28.2 FT (8.6 M) SSW OF A FENCE CORNER, 7.0 FT (2.1 M) NW OF SJ2192'THE EAST END OF A 30 INCH METAL CULVERT, AND FLUSH WITH THE SURFACE OF SJ2192'THE GROUND. SJ2192 SJ2192 STATION RECOVERY (1990) SJ2192 SJ2192'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) SJ2192'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ2192'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 25, T57N, R19W, ABOUT SJ2192'8-1/4 MILES WSW OF EVELETH. TO REACH THE MARK FROM THE JUNCTION OF TH SJ2192'53 AND TH 37 SOUTH OF EVELETH, GO WEST 8.1 MILES (13.0 KM) ALONG TH SJ2192'37, MP 12.2. THE MARK IS 53.5 FT (16.3 M) SOUTH OF THE CENTER OF TH SJ2192'37, 69.5 FT (21.2 M) WEST OF THE CENTER OF A GRAVEL DRIVE, 48.3 FT SJ2192'(14.7 M) NW OF A POWER POLE, 22.6 FT (6.9 M) NNW OF A STEEL WITNESS SJ2192'POST, AND IS ABOUT LEVEL WITH TH 37. SJ2192 SJ2192 STATION RECOVERY (1999) SJ2192 SJ2192'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) SJ2192'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 CJ3177 *********************************************************************** CJ3177 DESIGNATION - KIRK AZ MK CJ3177 PID - CJ3177 CJ3177 STATE/COUNTY- MN/ST LOUIS CJ3177 USGS QUAD - KIRK (1983) CJ3177 CJ3177 *CURRENT SURVEY CONTROL CJ3177 ___________________________________________________________________ CJ3177* NAD 83(1996)- 47 24 04.30755(N) 092 41 46.68772(W) ADJUSTED CJ3177* NAVD 88 - 410.1 (meters) 1345. (feet) GPS OBS CJ3177 ___________________________________________________________________ CJ3177 X - -203,466.843 (meters) COMP CJ3177 Y - -4,320,429.889 (meters) COMP CJ3177 Z - 4,672,349.302 (meters) COMP CJ3177 LAPLACE CORR- 1.34 (seconds) DEFLEC99 CJ3177 ELLIP HEIGHT- 380.17 (meters) (06/18/03) GPS OBS CJ3177 GEOID HEIGHT- -29.96 (meters) GEOID99 CJ3177 CJ3177 HORZ ORDER - FIRST CJ3177 ELLP ORDER - THIRD CLASS I CJ3177 CJ3177.The horizontal coordinates were established by GPS observations CJ3177.and adjusted by the MN DEPT OF TRANSP in June 2003. CJ3177 CJ3177.The orthometric height was determined by GPS observations and a CJ3177.high-resolution geoid model. CJ3177 CJ3177.The X, Y, and Z were computed from the position and the ellipsoidal ht. CJ3177 CJ3177.The Laplace correction was computed from DEFLEC99 derived deflections. CJ3177 CJ3177.The ellipsoidal height was determined by GPS observations CJ3177.and is referenced to NAD 83. CJ3177 CJ3177.The geoid height was determined by GEOID99. CJ3177 CJ3177; North East Units Scale Converg. CJ3177;SPC MN N - 200,268.594 830,470.825 MT 0.99993136 +0 17 57.2 CJ3177;UTM 15 - 5,249,793.901 522,915.396 MT 0.99960645 +0 13 24.8 CJ3177 CJ3177|---------------------------------------------------------------------| CJ3177| PID Reference Object Distance Geod. Az | CJ3177| dddmmss.s | CJ3177| DF6427 6947 E 369.747 METERS 27029 | CJ3177|---------------------------------------------------------------------| CJ3177 CJ3177 SUPERSEDED SURVEY CONTROL CJ3177 CJ3177.No superseded survey control is available for this station. CJ3177 CJ3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2291549794(NAD 83) CJ3177_MARKER: DZ = AZIMUTH MARK DISK CJ3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CJ3177_STAMPING: KIRK 1952 CJ3177_MARK LOGO: CGS CJ3177_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT CJ3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CJ3177+STABILITY: SURFACE MOTION CJ3177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CJ3177+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 CJ3177 CJ3177 HISTORY - Date Condition Report By CJ3177 HISTORY - 1952 MONUMENTED CGS CJ3177 HISTORY - 19900520 GOOD MNDT CJ3177 HISTORY - 19990401 SEE DESCRIPTION MNDT CJ3177 CJ3177 STATION DESCRIPTION CJ3177 CJ3177'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) CJ3177'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE TIPPED TO THE SOUTH. A CJ3177'FULL DESCRIPTION FOLLOWS. THE STATION IS 8-1/4 MI WSW OF EVELETH IN CJ3177'THE NE 1/4 OF SECTION 25, T57N, R19W. TO REACH THE AZIMUTH MARK FROM CJ3177'THE JCT OF TH 37 AND TH 53, GO 8.45 MI (13.60 KM) WEST ALONG TH 37, AT CJ3177'TH 37 MP 11.85. THE AZIMUTH MARK, A STANDARD DISK STAMPED---KIRK CJ3177'1952--- SET IN A CONCRETE MONUMENT IS 48.5 FT (14.8 M) NORTH OF THE CJ3177'CENTER OF TH 37, 21.5 FT (6.6 M) EAST OF THE CENTER OF A DRIVEWAY, CJ3177'69.0 FT (21.0 M) ESE OF A P-POLE, 28.2 FT (8.6 M) SSW OF A FENCE CJ3177'CORNER, 7.0 FT (2.1 M) NW OF THE EAST END OF A 30 INCH METAL CULVERT, CJ3177'AND FLUSH WITH THE SURFACE OF THE GROUND. CJ3177 CJ3177 STATION RECOVERY (1999) CJ3177 CJ3177'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) CJ3177'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. MON IS FLUSH CJ3177'WITH GROUND AND TIPPED SOUTH. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6510 *********************************************************************** DF6510 DESIGNATION - KULLHEN DF6510 PID - DF6510 DF6510 STATE/COUNTY- MN/ST LOUIS DF6510 USGS QUAD - INDEPENDENCE (1981) DF6510 DF6510 *CURRENT SURVEY CONTROL DF6510 ___________________________________________________________________ DF6510* NAD 83(1996)- 46 59 18.64505(N) 092 28 18.23348(W) ADJUSTED DF6510* NAVD 88 - 412.9 (meters) 1355. (feet) GPS OBS DF6510 ___________________________________________________________________ DF6510 X - -187,983.272 (meters) COMP DF6510 Y - -4,354,828.020 (meters) COMP DF6510 Z - 4,641,174.390 (meters) COMP DF6510 LAPLACE CORR- 2.52 (seconds) DEFLEC99 DF6510 ELLIP HEIGHT- 383.82 (meters) (06/18/03) GPS OBS DF6510 GEOID HEIGHT- -29.09 (meters) GEOID99 DF6510 DF6510 HORZ ORDER - FIRST DF6510 ELLP ORDER - THIRD CLASS I DF6510 DF6510.The horizontal coordinates were established by GPS observations DF6510.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6510 DF6510.The orthometric height was determined by GPS observations and a DF6510.high-resolution geoid model. DF6510 DF6510.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6510 DF6510.The Laplace correction was computed from DEFLEC99 derived deflections. DF6510 DF6510.The ellipsoidal height was determined by GPS observations DF6510.and is referenced to NAD 83. DF6510 DF6510.The geoid height was determined by GEOID99. DF6510 DF6510; North East Units Scale Converg. DF6510;SPC MN N - 154,504.771 847,793.833 MT 1.00001113 +0 27 56.5 DF6510;UTM 15 - 5,204,022.962 540,170.484 MT 0.99961983 +0 23 10.6 DF6510 DF6510 SUPERSEDED SURVEY CONTROL DF6510 DF6510.No superseded survey control is available for this station. DF6510 DF6510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4017004023(NAD 83) DF6510_MARKER: DH = HORIZONTAL CONTROL DISK DF6510_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6510_STAMPING: KULLHEN 1992 DF6510_MARK LOGO: MNDT DF6510_PROJECTION: RECESSED 3 CENTIMETERS DF6510_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6510+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6510_ROD/PIPE-DEPTH: 12.2 meters DF6510 DF6510 HISTORY - Date Condition Report By DF6510 HISTORY - 1992 MONUMENTED MNDT DF6510 HISTORY - 19990401 GOOD MNDT DF6510 DF6510 STATION DESCRIPTION DF6510 DF6510'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6510'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH ON TH 53 FROM JCT OF DF6510'TH 53 AND CO RD 152 IN CANYON, AT TH 53 MP 26.45, 112.3 FT (34.2 M) DF6510'WEST OF SB TH 53, 101.6 FT (31.0 M) SSE OF P-POLE, 19 1.5 FT (0.5 M) DF6510'NNE OF P-POLE, 2 FT (0.6 M) SOUTH OF WIT POST, DISK RECESSED 1.0 DF6510'INCHES, MAGNETIC. DF6510 DF6510 STATION RECOVERY (1999) DF6510 DF6510'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6510'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0370 *********************************************************************** SJ0370 DESIGNATION - L 278 SJ0370 PID - SJ0370 SJ0370 STATE/COUNTY- MN/ST LOUIS SJ0370 USGS QUAD - BUHL (1983) SJ0370 SJ0370 *CURRENT SURVEY CONTROL SJ0370 ___________________________________________________________________ SJ0370* NAD 83(1986)- 47 23 38. (N) 092 50 42. (W) SCALED SJ0370* NAVD 88 - 412.684 (meters) 1353.95 (feet) ADJUSTED SJ0370 ___________________________________________________________________ SJ0370 GEOID HEIGHT- -30.00 (meters) GEOID99 SJ0370 DYNAMIC HT - 412.721 (meters) 1354.07 (feet) COMP SJ0370 MODELED GRAV- 980,689.7 (mgal) NAVD 88 SJ0370 SJ0370 VERT ORDER - SECOND CLASS 0 SJ0370 SJ0370.This mark is at Chisholm-Hibbing Airport (HIB) SJ0370 SJ0370.The horizontal coordinates were scaled from a topographic map and have SJ0370.an estimated accuracy of +/- 6 seconds. SJ0370 SJ0370.The orthometric height was determined by differential leveling SJ0370.and adjusted by the National Geodetic Survey in June 1991. SJ0370 SJ0370.The geoid height was determined by GEOID99. SJ0370 SJ0370.The dynamic height is computed by dividing the NAVD 88 SJ0370.geopotential number by the normal gravity value computed on the SJ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0370.degrees latitude (g = 980.6199 gals.). SJ0370 SJ0370.The modeled gravity was interpolated from observed gravity values. SJ0370 SJ0370; North East Units Estimated Accuracy SJ0370;SPC MN N - 199,410. 819,250. MT (+/- 180 meters Scaled) SJ0370 SJ0370 SUPERSEDED SURVEY CONTROL SJ0370 SJ0370 NGVD 29 - 412.439 (m) 1353.14 (f) ADJ UNCH 2 0 SJ0370 SJ0370.Superseded values are not recommended for survey control. SJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0370.See file dsdata.txt to determine how the superseded data were derived. SJ0370 SJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN116489(NAD 83) SJ0370_MARKER: DB = BENCH MARK DISK SJ0370_SETTING: 30 = CONCRETE FLOOR SJ0370_STAMPING: L 278 1948 SJ0370_MARK LOGO: CGS SJ0370_MAGNETIC: N = NO MAGNETIC MATERIAL SJ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY SJ0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ0370+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990 SJ0370 SJ0370 HISTORY - Date Condition Report By SJ0370 HISTORY - 1948 MONUMENTED CGS SJ0370 HISTORY - 1975 GOOD NGS SJ0370 HISTORY - 19900515 SEE DESCRIPTION MNDT SJ0370 SJ0370 STATION DESCRIPTION SJ0370 SJ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ0370'5.9 MI SE FROM HIBBING. SJ0370'ABOUT 1.1 MILES SOUTH ALONG U.S.HIGHWAY 169 FROM FIRE STATION NO. 3 AT SJ0370'HIBBING, THENCE ABOUT 4.8 MILES EAST ALONG COUNTY HIGHWAY 61, AT SJ0370'HIBBING MUNICIPAL AIRPORT, SET IN THE TOP OF THE NORTH END OF THE SJ0370'CONCRETE DOOR SILL OF THE LARGE HANGAR, AT THE EAST ENTRANCE TO THE SJ0370'HANGAR, 1.6 FEET SOUTH OF THE NORTH END OF THE SILL, 2.1 FEET WEST OF SJ0370'THE EAST EDGE OF THE SILL AND LEVEL WITH CONCRETE APRON AND HANGAR SJ0370'FLOOR. NOTE-- THE HANGAR IS OCCUPIED BY RANGE FLYING SERVICE. SJ0370 SJ0370 STATION RECOVERY (1975) SJ0370 SJ0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 SJ0370'RECOVERED IN GOOD CONDITION. SJ0370 SJ0370 STATION RECOVERY (1990) SJ0370 SJ0370'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) SJ0370'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0370'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 26, T57N, R20W, ABOUT 5 SJ0370'MILES (8.0 KM) EAST OF HIBBING. TO REACH THE MARK FROM THE JUNCTION SJ0370'OF TH 169 AND TH 37 SOUTH OF HIBBING, GO EAST 3.9 MILES (6.3 KM) ALONG SJ0370'TH 37 TO THE AIRPORT, MP 4.75. THE MARK IS LOCATED IN THE FLOOR OF A SJ0370'HANGER AT THE AIRPORT, THE FLOOR LOOKS TO BE HEAVED UP IN AREAS AND SJ0370'CRACKS ARE COMMON THROUGHOUT THE FLOOR, 1.6 FT (0.5 M) SOUTH OF THE SJ0370'NORTH END OF THE SILL, 2.1 FT (0.6 M) WEST OF THE WEST CURB EDGE OF SJ0370'THE SILL, AND IS LEVEL WITH THE CONCRETE APRON AND HANGER FLOOR. SJ0370'PERMISSION TO ACCESS THE HANGER WHERE THE MARK IS LOCATED NEEDS TO BE SJ0370'OBTAINED AT THE AIRPORT OFFICE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6514 *********************************************************************** DF6514 DESIGNATION - LEONE DF6514 PID - DF6514 DF6514 STATE/COUNTY- MN/ST LOUIS DF6514 USGS QUAD - INDEPENDENCE (1981) DF6514 DF6514 *CURRENT SURVEY CONTROL DF6514 ___________________________________________________________________ DF6514* NAD 83(1996)- 46 55 24.62760(N) 092 24 45.81447(W) ADJUSTED DF6514* NAVD 88 - 412.1 (meters) 1352. (feet) GPS OBS DF6514 ___________________________________________________________________ DF6514 X - -183,720.744 (meters) COMP DF6514 Y - -4,360,295.956 (meters) COMP DF6514 Z - 4,636,241.099 (meters) COMP DF6514 LAPLACE CORR- 3.44 (seconds) DEFLEC99 DF6514 ELLIP HEIGHT- 383.25 (meters) (06/18/03) GPS OBS DF6514 GEOID HEIGHT- -28.84 (meters) GEOID99 DF6514 DF6514 HORZ ORDER - FIRST DF6514 ELLP ORDER - THIRD CLASS I DF6514 DF6514.The horizontal coordinates were established by GPS observations DF6514.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6514 DF6514.The orthometric height was determined by GPS observations and a DF6514.high-resolution geoid model. DF6514 DF6514.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6514 DF6514.The Laplace correction was computed from DEFLEC99 derived deflections. DF6514 DF6514.The ellipsoidal height was determined by GPS observations DF6514.and is referenced to NAD 83. DF6514 DF6514.The geoid height was determined by GEOID99. DF6514 DF6514; North East Units Scale Converg. DF6514;SPC MN N - 147,316.523 852,346.640 MT 1.00002835 +0 30 33.9 DF6514;UTM 15 - 5,196,831.230 544,711.455 MT 0.99962457 +0 25 44.3 DF6514 DF6514 SUPERSEDED SURVEY CONTROL DF6514 DF6514.No superseded survey control is available for this station. DF6514 DF6514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4471196831(NAD 83) DF6514_MARKER: DH = HORIZONTAL CONTROL DISK DF6514_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DF6514+WITH SETTING: INFORMATION. DF6514_STAMPING: LEONE 1992 DF6514_MARK LOGO: MNDT DF6514_PROJECTION: RECESSED 5 CENTIMETERS DF6514_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6514+STABILITY: SURFACE MOTION DF6514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6514+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6514_ROD/PIPE-DEPTH: 1.5 meters DF6514 DF6514 HISTORY - Date Condition Report By DF6514 HISTORY - 1992 MONUMENTED MNDT DF6514 HISTORY - 19990401 GOOD MNDT DF6514 DF6514 STATION DESCRIPTION DF6514 DF6514'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6514'THE STATION IS IN THE SE 1/4 OF SECTION 6, T51N, R16W, 3 MI (4.8 KM) DF6514'NW OF CO RD 7 IN TWIG, AT TH 53 MP 20.95, 107.0 FT (32.6 M) SW OF THE DF6514'CENTER OF THE SB LANE OF TH 53, 23.0 FT (7.0 M) NORTH OF THE CENTER OF DF6514'CO RD 8, 72.0 FT (21.9 M) NNW OF THE CENTER OF BEAVER LAKE RD, 117.0 DF6514'FT (35.7 M) SSE OF AN ALUMINUM POLE, 9.0 FT (2.7 M) WSW OF THE CO RD 8 DF6514'SIGN, 43.5 FT (13.3 M) SOUTH OF A TEL CABLE POST, 3.2 FT (1.0 M) SOUTH DF6514'OF A WITNESS POST. DF6514 DF6514 STATION RECOVERY (1999) DF6514 DF6514'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6514'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0164 *********************************************************************** SJ0164 DESIGNATION - M 163 SJ0164 PID - SJ0164 SJ0164 STATE/COUNTY- MN/ST LOUIS SJ0164 USGS QUAD - COTTON (1969) SJ0164 SJ0164 *CURRENT SURVEY CONTROL SJ0164 ___________________________________________________________________ SJ0164* NAD 83(1986)- 47 10 29. (N) 092 28 42. (W) SCALED SJ0164* NAVD 88 - 405.456 (meters) 1330.23 (feet) ADJUSTED SJ0164 ___________________________________________________________________ SJ0164 GEOID HEIGHT- -29.63 (meters) GEOID99 SJ0164 DYNAMIC HT - 405.483 (meters) 1330.32 (feet) COMP SJ0164 MODELED GRAV- 980,668.7 (mgal) NAVD 88 SJ0164 SJ0164 VERT ORDER - SECOND CLASS 0 SJ0164 SJ0164.The horizontal coordinates were scaled from a topographic map and have SJ0164.an estimated accuracy of +/- 6 seconds. SJ0164 SJ0164.The orthometric height was determined by differential leveling SJ0164.and adjusted by the National Geodetic Survey in June 1991. SJ0164 SJ0164.The geoid height was determined by GEOID99. SJ0164 SJ0164.The dynamic height is computed by dividing the NAVD 88 SJ0164.geopotential number by the normal gravity value computed on the SJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0164.degrees latitude (g = 980.6199 gals.). SJ0164 SJ0164.The modeled gravity was interpolated from observed gravity values. SJ0164 SJ0164; North East Units Estimated Accuracy SJ0164;SPC MN N - 175,200. 847,130. MT (+/- 180 meters Scaled) SJ0164 SJ0164 SUPERSEDED SURVEY CONTROL SJ0164 SJ0164 NGVD 29 - 405.268 (m) 1329.62 (f) ADJ UNCH 2 0 SJ0164 SJ0164.Superseded values are not recommended for survey control. SJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0164.See file dsdata.txt to determine how the superseded data were derived. SJ0164 SJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN395247(NAD 83) SJ0164_MARKER: DB = BENCH MARK DISK SJ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0164_STAMPING: M 163 1935 SJ0164_MARK LOGO: CGS SJ0164_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SJ0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0164+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992 SJ0164 SJ0164 HISTORY - Date Condition Report By SJ0164 HISTORY - 1935 MONUMENTED CGS SJ0164 HISTORY - 19920902 GOOD MNDT SJ0164 SJ0164 STATION DESCRIPTION SJ0164 SJ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 SJ0164'IN COTTON. SJ0164'IN PARK IN FRONT OF COUNTY SCHOOL NO. 100, 0.4 MILE N. OF POST OFFICE SJ0164'AND CROSS-ROAD IN COTTON. MARK IS 60 YDS. W. OF CENTERLINE OF SJ0164'PAVEMENT OF U.S. HIGHWAY NO. 53 AND 4 YDS. E. OF FLAG POLE. SJ0164 SJ0164 STATION RECOVERY (1992) SJ0164 SJ0164'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0164'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0164'THE MARK IS LOCATED ABOUT AT COTTON, 0.4 MI (0.6 KM) NORTH OF SJ0164'CROSSROAD AT POST OFFICE, 60 YARDS WEST OF TH 53, 126 FT (38.4 M) ENE SJ0164'OF FLAG POLE, 19.7 FT (6.0 M) NNW OF A LIGHT POLE, 139 FT (42.4 M) WSW SJ0164'OF FRONTAGE RD, 7.8 FT (2.4 M) EAST OF EAST EDGE OF BIT PARKING LOT IN SJ0164'GRASS AREA IN FRONT OF OLD SECTION OF SCHOOL BLDG. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ2215 *********************************************************************** SJ2215 DESIGNATION - MAHONING 2 SJ2215 PID - SJ2215 SJ2215 STATE/COUNTY- MN/ST LOUIS SJ2215 USGS QUAD - HIBBING (1983) SJ2215 SJ2215 *CURRENT SURVEY CONTROL SJ2215 ___________________________________________________________________ SJ2215* NAD 83(1996)- 47 27 46.94926(N) 092 59 37.06152(W) ADJUSTED SJ2215* NAVD 88 - 528.8 (meters) 1735. (feet) GPS OBS SJ2215 ___________________________________________________________________ SJ2215 X - -225,623.799 (meters) COMP SJ2215 Y - -4,314,338.623 (meters) COMP SJ2215 Z - 4,677,088.236 (meters) COMP SJ2215 LAPLACE CORR- -2.46 (seconds) DEFLEC99 SJ2215 ELLIP HEIGHT- 498.76 (meters) (06/18/03) GPS OBS SJ2215 GEOID HEIGHT- -30.02 (meters) GEOID99 SJ2215 SJ2215 HORZ ORDER - FIRST SJ2215 ELLP ORDER - THIRD CLASS I SJ2215 SJ2215.The horizontal coordinates were established by GPS observations SJ2215.and adjusted by the MN DEPT OF TRANSP in June 2003. SJ2215 SJ2215.The orthometric height was determined by GPS observations and a SJ2215.high-resolution geoid model. SJ2215 SJ2215.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ2215 SJ2215.The Laplace correction was computed from DEFLEC99 derived deflections. SJ2215 SJ2215.The ellipsoidal height was determined by GPS observations SJ2215.and is referenced to NAD 83. SJ2215 SJ2215.The geoid height was determined by GEOID99. SJ2215 SJ2215; North East Units Scale Converg. SJ2215;SPC MN N - 207,069.919 808,019.440 MT 0.99992382 +0 04 43.8 SJ2215;UTM 15 - 5,256,622.337 500,480.219 MT 0.99960000 +0 00 16.9 SJ2215 SJ2215: Primary Azimuth Mark Grid Az SJ2215:SPC MN N - NORTH HIBBING MUNICIPAL TANK 127 31 10.5 SJ2215:UTM 15 - NORTH HIBBING MUNICIPAL TANK 127 35 37.4 SJ2215 SJ2215|---------------------------------------------------------------------| SJ2215| PID Reference Object Distance Geod. Az | SJ2215| dddmmss.s | SJ2215| SJ2214 MAHONING 2 AZ MK 191.209 METERS 09512 | SJ2215| SJ2210 NORTH HIBBING MUNICIPAL TANK APPROX. 5.0 KM 1273554.3 | SJ2215| CJ3253 MAHONING 2 RM 3 28.519 METERS 22106 | SJ2215| CJ3254 MAHONING 2 RM 4 20.824 METERS 30605 | SJ2215|---------------------------------------------------------------------| SJ2215 SJ2215 SUPERSEDED SURVEY CONTROL SJ2215 SJ2215 NAD 83(1996)- 47 27 46.94976(N) 092 59 37.06058(W) AD( ) 3 SJ2215 NAD 83(1986)- 47 27 46.94829(N) 092 59 37.06337(W) AD( ) 3 SJ2215 NAD 27 - 47 27 47.19323(N) 092 59 36.38543(W) AD( ) 3 SJ2215 NGVD 29 - 524.9 (m) 1722. (f) VERT ANG SJ2215 SJ2215.Superseded values are not recommended for survey control. SJ2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ2215.See file dsdata.txt to determine how the superseded data were derived. SJ2215 SJ2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN0048056622(NAD 83) SJ2215_MARKER: DS = TRIANGULATION STATION DISK SJ2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ2215_STAMPING: MAHONING 2 1978 SJ2215_MARK LOGO: NGS SJ2215_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ2215+STABILITY: SURFACE MOTION SJ2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ2215+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1990 SJ2215 SJ2215 HISTORY - Date Condition Report By SJ2215 HISTORY - 1978 MONUMENTED NGS SJ2215 HISTORY - 19900520 GOOD MNDT SJ2215 SJ2215 STATION DESCRIPTION SJ2215 SJ2215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) SJ2215'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF CHISHOLM, ABOUT 3 SJ2215'MILES NORTH-NORTHWEST OF HIBBING, NEAR THE WEST EDGE OF DUMP 25 SJ2215'(MIDGET DUMP), ABOUT 1 MILE SOUTHWEST OF THE HIBBING TACONITE SJ2215'COMPANY PLANT AND IS ON THE PROPERTY OF THE HIBBING TACONITE SJ2215'COMPANY. SJ2215' SJ2215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 169 SJ2215'AND 73 IN CHISHOLM, GO SOUTHERLY ON STATE HIGHWAY 169 FOR 1.9 SJ2215'MILES TO THE JUNCTION WITH COUNTY ROAD 5, TURN LEFT, GO NORTHWEST SJ2215'ON COUNTY ROAD 5 FOR 2.3 MILES TO A SIDE ROAD ROAD LEFT, TURN SJ2215'LEFT, GO SOUTHERLY ON A SURFACED ROAD FOR 2.9 MILES TO THE SJ2215'HIBBING TACONITE PLANT ADMINISTRATION BUILDING ON LEFT. CHECK SJ2215'IN AT THE ADMINISTRATION BUILDING WITH MR W.J. BAUMAN, CHIEF SJ2215'MINING ENGINEER FOR PERMIT AND ESCORT FROM THERE TO THE SJ2215'STATION SITE. SJ2215' SJ2215'STATION MARK IS A STANDARD DISK SET A DRILL HOLE IN OUTCROPPING SJ2215'ROCK FLUSH WITH THE GROUND AND IS STAMPED MAHONING 2 1978. IT SJ2215'IS 7 FEET WEST OF EDGE OF A DROP OFF AND 2.7 FEET SOUTH OF WITNESS SJ2215'POST. SJ2215' SJ2215'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN SJ2215'OUTCROPPING ROCK FLUSH WITH THE GROUND AND IS STAMPED MAHONING SJ2215'2 NO 3 1978. IT IS 2.2 FEET NORTHWEST OF WITNESS POST. SJ2215' SJ2215'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN SJ2215'OUTCROPPING ROCK FLUSH WITH THE GROUND AND IS STAMPED MAHONING 2 SJ2215'NO 4 1978. IT IS 66 FEET WEST OF THE EDGE OF A DROP OFF AND 2.8 SJ2215'FEET SOUTH OF A WITNESS POST. SJ2215' SJ2215'AZIMUTH MARK IS A STANDARD DISK SET A DRILL HOLE IN OUT CROPPING SJ2215'ROCK FLUSH WITH THE GROUND AND IS STAMPED MAHONING 2 1978. IT SJ2215'IS 3.4 FEET SOUTHWEST OF WITNESS POST. SJ2215' SJ2215'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR ABOUT SJ2215'0.05 MILE, BEAR RIGHT, GO SOUTHEASTERLY FOR ABOUT 0.1 MILE TO THE SJ2215'MARK ON RIGHT. SJ2215' SJ2215'ALL MARKS AT STATION MAHONING 1947 WERE DESTROYED THIS DATE. SJ2215 SJ2215 STATION RECOVERY (1990) SJ2215 SJ2215'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (DKH) SJ2215'THE STATION, REFERENCE MARK 3, REFERENCE MARK 4, AND THE AZIMUTH MARK SJ2215'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. A NEW TO REACH SJ2215'FOLLOWS. TO REACH THE STATION FROM THE JCT OF TH 169 AND TH 73 IN SJ2215'CHISOLM, GO 1.9 MI (3.1 KM) SOUTH ALONG TH 169 TO COUNTY RD 5, TURN SJ2215'RIGHT AND GO 2.3 MI (3.7 KM) NW TO A SURFACED SIDE RD, AND TURN LEFT SJ2215'AND GO 2.0 MI (3.2 KM) TO THE HIBBING TACONITE PLANT ADMINISTRATION SJ2215'BLDG. CHECK IN AT THE ADMINISTRATION BLDG AND ASK FOR MR W.J. BAUMAN, SJ2215'CHIEF MINING ENGINEER, TO OBTAIN PERMISSION AND AN ESCORT TO THE SJ2215'STATION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 CJ3313 *********************************************************************** CJ3313 DESIGNATION - MELRUDE AZ MK RESET CJ3313 PID - CJ3313 CJ3313 STATE/COUNTY- MN/ST LOUIS CJ3313 USGS QUAD - CENTRAL LAKES (1969) CJ3313 CJ3313 *CURRENT SURVEY CONTROL CJ3313 ___________________________________________________________________ CJ3313* NAD 83(1996)- 47 15 21.55964(N) 092 28 09.97308(W) ADJUSTED CJ3313* NAVD 88 - 417.6 (meters) 1370. (feet) GPS OBS CJ3313 ___________________________________________________________________ CJ3313 X - -186,870.039 (meters) COMP CJ3313 Y - -4,333,066.279 (meters) COMP CJ3313 Z - 4,661,412.097 (meters) COMP CJ3313 LAPLACE CORR- 1.12 (seconds) DEFLEC99 CJ3313 ELLIP HEIGHT- 387.79 (meters) (06/18/03) GPS OBS CJ3313 GEOID HEIGHT- -29.78 (meters) GEOID99 CJ3313 CJ3313 HORZ ORDER - FIRST CJ3313 ELLP ORDER - THIRD CLASS I CJ3313 CJ3313.The horizontal coordinates were established by GPS observations CJ3313.and adjusted by the MN DEPT OF TRANSP in June 2003. CJ3313 CJ3313.The orthometric height was determined by GPS observations and a CJ3313.high-resolution geoid model. CJ3313 CJ3313.The X, Y, and Z were computed from the position and the ellipsoidal ht. CJ3313 CJ3313.The Laplace correction was computed from DEFLEC99 derived deflections. CJ3313 CJ3313.The ellipsoidal height was determined by GPS observations CJ3313.and is referenced to NAD 83. CJ3313 CJ3313.The geoid height was determined by GEOID99. CJ3313 CJ3313; North East Units Scale Converg. CJ3313;SPC MN N - 184,240.826 847,725.818 MT 0.99995360 +0 28 02.6 CJ3313;UTM 15 - 5,233,748.354 540,143.256 MT 0.99961980 +0 23 22.7 CJ3313 CJ3313: Primary Azimuth Mark Grid Az CJ3313:SPC MN N - MELRUDE RESET 270 54 22.1 CJ3313:UTM 15 - MELRUDE RESET 270 59 02.0 CJ3313 CJ3313|---------------------------------------------------------------------| CJ3313| PID Reference Object Distance Geod. Az | CJ3313| dddmmss.s | CJ3313| DF6485 MELRUDE RESET APPROX. 1.0 KM 2712224.7 | CJ3313|---------------------------------------------------------------------| CJ3313 CJ3313 SUPERSEDED SURVEY CONTROL CJ3313 CJ3313.No superseded survey control is available for this station. CJ3313 CJ3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4014333748(NAD 83) CJ3313_MARKER: DZ = AZIMUTH MARK DISK CJ3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CJ3313_STAMPING: MELRUDE 1952 RESET 1964 CJ3313_MARK LOGO: CGS CJ3313_MAGNETIC: O = OTHER; SEE DESCRIPTION CJ3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CJ3313+STABILITY: SURFACE MOTION CJ3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CJ3313+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 CJ3313 CJ3313 HISTORY - Date Condition Report By CJ3313 HISTORY - 1964 MONUMENTED CGS CJ3313 HISTORY - 19920916 GOOD MNDT CJ3313 HISTORY - 20000401 GOOD MNDT CJ3313 CJ3313 STATION DESCRIPTION CJ3313 CJ3313'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS) CJ3313'THE MARK IS 6 MI (9.7 KM) NORTH OF COTTON IN THE NW 1/4 OF SECTION 14, CJ3313'T55N, R17W, 0.6 MI (1.0 KM) EAST OF TH 53 MP 45.1 ON CO RD 59, 40.5 FT CJ3313'(12.3 M) SOUTH OF CO RD 59, 2.6 FT (0.8 M) WEST OF A P-POLE, 1.5 FT CJ3313'(0.5 M) WEST OF AN IRON PIPE, 21.0 FT (6.4 M) NORTH OF THE BASE OF A CJ3313'GUY WIRE, 1.9 FT (0.6 M) NORTH OF A STEEL WITNESS POST. CJ3313 CJ3313 STATION RECOVERY (2000) CJ3313 CJ3313'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) CJ3313'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6485 *********************************************************************** DF6485 DESIGNATION - MELRUDE RESET DF6485 PID - DF6485 DF6485 STATE/COUNTY- MN/ST LOUIS DF6485 USGS QUAD - CENTRAL LAKES (1969) DF6485 DF6485 *CURRENT SURVEY CONTROL DF6485 ___________________________________________________________________ DF6485* NAD 83(1996)- 47 15 22.33575(N) 092 28 57.68486(W) ADJUSTED DF6485* NAVD 88 - 414.0 (meters) 1358. (feet) GPS OBS DF6485 ___________________________________________________________________ DF6485 X - -187,871.463 (meters) COMP DF6485 Y - -4,333,002.951 (meters) COMP DF6485 Z - 4,661,425.766 (meters) COMP DF6485 LAPLACE CORR- 0.92 (seconds) DEFLEC99 DF6485 ELLIP HEIGHT- 384.25 (meters) (06/18/03) GPS OBS DF6485 GEOID HEIGHT- -29.78 (meters) GEOID99 DF6485 DF6485 HORZ ORDER - FIRST DF6485 ELLP ORDER - THIRD CLASS I DF6485 DF6485.The horizontal coordinates were established by GPS observations DF6485.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6485 DF6485.The orthometric height was determined by GPS observations and a DF6485.high-resolution geoid model. DF6485 DF6485.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6485 DF6485.The Laplace correction was computed from DEFLEC99 derived deflections. DF6485 DF6485.The ellipsoidal height was determined by GPS observations DF6485.and is referenced to NAD 83. DF6485 DF6485.The geoid height was determined by GEOID99. DF6485 DF6485; North East Units Scale Converg. DF6485;SPC MN N - 184,256.696 846,722.539 MT 0.99995357 +0 27 27.2 DF6485;UTM 15 - 5,233,765.578 539,140.335 MT 0.99961883 +0 22 47.7 DF6485 DF6485: Primary Azimuth Mark Grid Az DF6485:SPC MN N - MELRUDE AZ MK RESET 090 54 22.5 DF6485:UTM 15 - MELRUDE AZ MK RESET 090 59 02.0 DF6485 DF6485|---------------------------------------------------------------------| DF6485| PID Reference Object Distance Geod. Az | DF6485| dddmmss.s | DF6485| CJ3313 MELRUDE AZ MK RESET APPROX. 1.0 KM 0912149.7 | DF6485|---------------------------------------------------------------------| DF6485 DF6485 SUPERSEDED SURVEY CONTROL DF6485 DF6485.No superseded survey control is available for this station. DF6485 DF6485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3914033766(NAD 83) DF6485_MARKER: DS = TRIANGULATION STATION DISK DF6485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6485_STAMPING: MELRUDE 1952 1975 DF6485_MARK LOGO: NGS DF6485_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DF6485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6485+STABILITY: SURFACE MOTION DF6485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6485+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 DF6485 DF6485 HISTORY - Date Condition Report By DF6485 HISTORY - 1975 MONUMENTED NGS DF6485 HISTORY - 19921008 GOOD MNDT DF6485 HISTORY - 20000401 GOOD MNDT DF6485 DF6485 STATION DESCRIPTION DF6485 DF6485'DESCRIBED BY MN DEPT OF TRANSP 1992 (OCO) DF6485'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3.5 MI (5.6 KM) DF6485'WEST OF MELRUDE, 6.25 MI (10.06 KM) NORTH ON TH 53 FROM JCT OF TH 53 DF6485'AND CO RD 52, 82 FT (25.0 M) WEST OF SB TH 53, 22 FT (6.7 M) NORTH OF DF6485'WEST ELLSBURG FOREST RD, 24.5 FT (7.5 M) WEST OF GRAVEL DRIVEWAY, 63.1 DF6485'FT (19.2 M) SOUTH OF P-POLE, 23.2 FT (7.1 M) EAST OF SOUTH LEG OF WEST DF6485'ELLSBURG FOREST MANAGEMENT RD SIGN, 81.4 7 FT (2.1 M) NW OF RM 1, 1.9 DF6485'FT (0.6 M) SOUTH OF WIT POST. DF6485 DF6485 STATION RECOVERY (2000) DF6485 DF6485'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6485'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6492 *********************************************************************** DF6492 DESIGNATION - MESA DF6492 PID - DF6492 DF6492 STATE/COUNTY- MN/ST LOUIS DF6492 USGS QUAD - BUHL (1983) DF6492 DF6492 *CURRENT SURVEY CONTROL DF6492 ___________________________________________________________________ DF6492* NAD 83(1996)- 47 24 01.58895(N) 092 47 06.50205(W) ADJUSTED DF6492* NAVD 88 - 419.97 (meters) 1377.9 (feet) LEVELING DF6492 ___________________________________________________________________ DF6492 X - -210,168.763 (meters) COMP DF6492 Y - -4,320,177.578 (meters) COMP DF6492 Z - 4,672,299.684 (meters) COMP DF6492 LAPLACE CORR- 0.94 (seconds) DEFLEC99 DF6492 ELLIP HEIGHT- 389.97 (meters) (06/18/03) GPS OBS DF6492 GEOID HEIGHT- -30.00 (meters) GEOID99 DF6492 DF6492 HORZ ORDER - FIRST DF6492 VERT ORDER - THIRD ? DF6492 ELLP ORDER - THIRD CLASS I DF6492 DF6492.The horizontal coordinates were established by GPS observations DF6492.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6492 DF6492.The orthometric height was determined by differential leveling. DF6492.The vertical network tie was performed by a horz. field party for horz. DF6492.obs reductions. Reset procedures were used to establish the elevation. DF6492 DF6492.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6492 DF6492.The Laplace correction was computed from DEFLEC99 derived deflections. DF6492 DF6492.The ellipsoidal height was determined by GPS observations DF6492.and is referenced to NAD 83. DF6492 DF6492.The geoid height was determined by GEOID99. DF6492 DF6492; North East Units Scale Converg. DF6492;SPC MN N - 200,153.477 823,765.833 MT 0.99993146 +0 14 00.2 DF6492;UTM 15 - 5,249,687.647 516,212.448 MT 0.99960323 +0 09 29.4 DF6492 DF6492 SUPERSEDED SURVEY CONTROL DF6492 DF6492.No superseded survey control is available for this station. DF6492 DF6492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN1621249688(NAD 83) DF6492_MARKER: DH = HORIZONTAL CONTROL DISK DF6492_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6492_STAMPING: MESA 1990 DF6492_MARK LOGO: MNDT DF6492_PROJECTION: RECESSED 3 CENTIMETERS DF6492_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6492+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6492_ROD/PIPE-DEPTH: 5.5 meters DF6492 DF6492 HISTORY - Date Condition Report By DF6492 HISTORY - 1990 MONUMENTED MNDT DF6492 HISTORY - 19990401 GOOD MNDT DF6492 DF6492 STATION DESCRIPTION DF6492 DF6492'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6492'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 20, T57N, R19W ABOUT DF6492'8-1/2 MILES SE OF HIBBING. TO REACH THE MARK FROM THE JUNCTION OF TH DF6492'37 AND TH 169, GO EAST 6.85 MILES (11.02 KM) ALONG TH 37, MP 7.65. THE DF6492'MARK IS 69.7 FT (21.2 M) NORTH OF THE CENTER OF TH 37, 33.8 FT (10.3 DF6492'M) ESE OF A POWER POLE, 5.6 FT (1.7 M) SOUTH OF A FENCE, 4.8 FT (1.5 DF6492'M) SOUTH OF A STEEL WITNESS POST AND IS ABOUT 1 FT (0.3 M) LOWER THAN DF6492'TH 37. DF6492 DF6492 STATION RECOVERY (1999) DF6492 DF6492'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6492'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6517 *********************************************************************** DF6517 DESIGNATION - MIENT DF6517 PID - DF6517 DF6517 STATE/COUNTY- MN/ST LOUIS DF6517 USGS QUAD - ADOLPH (1993) DF6517 DF6517 *CURRENT SURVEY CONTROL DF6517 ___________________________________________________________________ DF6517* NAD 83(1996)- 46 52 06.66088(N) 092 20 01.64833(W) ADJUSTED DF6517* NAVD 88 - 425.6 (meters) 1396. (feet) GPS OBS DF6517 ___________________________________________________________________ DF6517 X - -177,895.642 (meters) COMP DF6517 Y - -4,365,014.270 (meters) COMP DF6517 Z - 4,632,073.551 (meters) COMP DF6517 LAPLACE CORR- 4.96 (seconds) DEFLEC99 DF6517 ELLIP HEIGHT- 397.01 (meters) (06/18/03) GPS OBS DF6517 GEOID HEIGHT- -28.59 (meters) GEOID99 DF6517 DF6517 HORZ ORDER - FIRST DF6517 ELLP ORDER - THIRD CLASS I DF6517 DF6517.The horizontal coordinates were established by GPS observations DF6517.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6517 DF6517.The orthometric height was determined by GPS observations and a DF6517.high-resolution geoid model. DF6517 DF6517.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6517 DF6517.The Laplace correction was computed from DEFLEC99 derived deflections. DF6517 DF6517.The ellipsoidal height was determined by GPS observations DF6517.and is referenced to NAD 83. DF6517 DF6517.The geoid height was determined by GEOID99. DF6517 DF6517; North East Units Scale Converg. DF6517;SPC MN N - 141,259.870 858,419.188 MT 1.00004390 +0 34 04.5 DF6517;UTM 15 - 5,190,768.465 550,772.952 MT 0.99963168 +0 29 10.3 DF6517 DF6517 SUPERSEDED SURVEY CONTROL DF6517 DF6517.No superseded survey control is available for this station. DF6517 DF6517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5077390768(NAD 83) DF6517_MARKER: DH = HORIZONTAL CONTROL DISK DF6517_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6517_STAMPING: MIENT 1992 DF6517_MARK LOGO: MNDT DF6517_PROJECTION: RECESSED 5 CENTIMETERS DF6517_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6517+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6517_ROD/PIPE-DEPTH: 3.0 meters DF6517 DF6517 HISTORY - Date Condition Report By DF6517 HISTORY - 1992 MONUMENTED MNDT DF6517 HISTORY - 19990401 GOOD MNDT DF6517 DF6517 STATION DESCRIPTION DF6517 DF6517'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6517'THE STATION IS 2.5 SE OF TWIG, IN THE SW 1/4 OF SECTION 26, T51N, DF6517'R16W, 2.30 MI (3.70 KM) SE OF THE JCT OF TH 53 AND CO RD 7, AT TH 53 DF6517'MP 15.50, 51.4 FT (15.7 M) SW OF SB TH 53, 25 FT (7.6 M) WNW OF AN DF6517'ENTRANCE, 63.2 FT (19.3 M) WNW OF A R/W POST, 32.6 FT (9.9 M) SOUTH OF DF6517'A ONE WAY SIGN POST, 1.9 FT (0.6 M) NE OF A STEEL WITNESS POST. DF6517 DF6517 STATION RECOVERY (1999) DF6517 DF6517'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6517'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6498 *********************************************************************** DF6498 DESIGNATION - MOON DF6498 PID - DF6498 DF6498 STATE/COUNTY- MN/ST LOUIS DF6498 USGS QUAD - EVELETH (1983) DF6498 DF6498 *CURRENT SURVEY CONTROL DF6498 ___________________________________________________________________ DF6498* NAD 83(1996)- 47 22 49.03043(N) 092 31 00.78414(W) ADJUSTED DF6498* NAVD 88 - 413.93 (meters) 1358.0 (feet) LEVELING DF6498 ___________________________________________________________________ DF6498 X - -190,012.005 (meters) COMP DF6498 Y - -4,322,757.930 (meters) COMP DF6498 Z - 4,670,778.201 (meters) COMP DF6498 LAPLACE CORR- 0.63 (seconds) DEFLEC99 DF6498 ELLIP HEIGHT- 384.05 (meters) (06/18/03) GPS OBS DF6498 GEOID HEIGHT- -29.87 (meters) GEOID99 DF6498 DF6498 HORZ ORDER - FIRST DF6498 VERT ORDER - THIRD ? DF6498 ELLP ORDER - THIRD CLASS I DF6498 DF6498.The horizontal coordinates were established by GPS observations DF6498.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6498 DF6498.The orthometric height was determined by differential leveling. DF6498.The vertical network tie was performed by a horz. field party for horz. DF6498.obs reductions. Reset procedures were used to establish the elevation. DF6498 DF6498.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6498 DF6498.The Laplace correction was computed from DEFLEC99 derived deflections. DF6498 DF6498.The ellipsoidal height was determined by GPS observations DF6498.and is referenced to NAD 83. DF6498 DF6498.The geoid height was determined by GEOID99. DF6498 DF6498; North East Units Scale Converg. DF6498;SPC MN N - 198,030.482 844,030.461 MT 0.99993418 +0 25 56.0 DF6498;UTM 15 - 5,247,538.487 536,467.681 MT 0.99961634 +0 21 19.8 DF6498 DF6498 SUPERSEDED SURVEY CONTROL DF6498 DF6498.No superseded survey control is available for this station. DF6498 DF6498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3646847538(NAD 83) DF6498_MARKER: DH = HORIZONTAL CONTROL DISK DF6498_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6498_STAMPING: MOON 1990 DF6498_MARK LOGO: MNDT DF6498_PROJECTION: RECESSED 3 CENTIMETERS DF6498_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6498+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 DF6498_ROD/PIPE-DEPTH: 16.2 meters DF6498 DF6498 HISTORY - Date Condition Report By DF6498 HISTORY - 1990 MONUMENTED MNDT DF6498 HISTORY - 19920818 GOOD MNDT DF6498 HISTORY - 20000401 GOOD MNDT DF6498 DF6498 STATION DESCRIPTION DF6498 DF6498'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6498'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 32, T57N ,R17W, ABOUT DF6498'11-1/2 MILES SOUTH OF VIRGINIA. TO REACH THE MARK FROM THE JUNCTION DF6498'OF TH 53 AND TH 37, GO SOUTH 1.2 MILES (1.9 KM) ALONG TH 53, MP 54.65. DF6498'THE MARK IS 54.7 FT (16.7 M) WSW OF THE CENTER OF THE SOUTHBOUND LANE DF6498'OF TH 53, 88.5 FT (27.0 M) SE OF A POWER POLE, AND 8.5 FT (2.6 M) ENE DF6498'OF A STEEL WITNESS POST. DF6498 DF6498 STATION RECOVERY (1992) DF6498 DF6498'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH) DF6498'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. DF6498 DF6498 STATION RECOVERY (2000) DF6498 DF6498'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6498'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6501 *********************************************************************** DF6501 DESIGNATION - MUDHEN DF6501 PID - DF6501 DF6501 STATE/COUNTY- MN/ST LOUIS DF6501 USGS QUAD - CENTRAL LAKES (1969) DF6501 DF6501 *CURRENT SURVEY CONTROL DF6501 ___________________________________________________________________ DF6501* NAD 83(1996)- 47 19 34.50533(N) 092 28 11.56608(W) ADJUSTED DF6501* NAVD 88 - 413.3 (meters) 1356. (feet) GPS OBS DF6501 ___________________________________________________________________ DF6501 X - -186,656.000 (meters) COMP DF6501 Y - -4,327,326.864 (meters) COMP DF6501 Z - 4,666,707.596 (meters) COMP DF6501 LAPLACE CORR- 0.31 (seconds) DEFLEC99 DF6501 ELLIP HEIGHT- 383.44 (meters) (06/18/03) GPS OBS DF6501 GEOID HEIGHT- -29.82 (meters) GEOID99 DF6501 DF6501 HORZ ORDER - FIRST DF6501 ELLP ORDER - THIRD CLASS I DF6501 DF6501.The horizontal coordinates were established by GPS observations DF6501.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6501 DF6501.The orthometric height was determined by GPS observations and a DF6501.high-resolution geoid model. DF6501 DF6501.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6501 DF6501.The Laplace correction was computed from DEFLEC99 derived deflections. DF6501 DF6501.The ellipsoidal height was determined by GPS observations DF6501.and is referenced to NAD 83. DF6501 DF6501.The geoid height was determined by GEOID99. DF6501 DF6501; North East Units Scale Converg. DF6501;SPC MN N - 192,051.447 847,628.653 MT 0.99994205 +0 28 01.4 DF6501;UTM 15 - 5,241,556.537 540,056.687 MT 0.99961972 +0 23 23.1 DF6501 DF6501 SUPERSEDED SURVEY CONTROL DF6501 DF6501.No superseded survey control is available for this station. DF6501 DF6501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4005741557(NAD 83) DF6501_MARKER: DH = HORIZONTAL CONTROL DISK DF6501_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6501_STAMPING: MUDHEN 1992 DF6501_MARK LOGO: MNDT DF6501_PROJECTION: RECESSED 8 CENTIMETERS DF6501_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6501+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 DF6501_ROD/PIPE-DEPTH: 7.6 meters DF6501 DF6501 HISTORY - Date Condition Report By DF6501 HISTORY - 1992 MONUMENTED MNDT DF6501 HISTORY - 20000401 GOOD MNDT DF6501 DF6501 STATION DESCRIPTION DF6501 DF6501'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6501'THE STATION IS 10.5 MI (16.9 KM) SOUTH OF EVELETH, IN THE NW 1/4 OF DF6501'SECTION 23, T56N, R17W, AT TH 53 MP 50.10, 5.70 MI (9.17 KM) SOUTH OF DF6501'TH 37, 26.5 FT (8.1 M) EAST OF SB TH 53, 44.0 FT (13.4 M) NNW OF A DF6501'STEEL CULVERT MARKER POST, 47.0 FT (14.3 M) NNW OF THE EAST END OF A DF6501'36 INCH METAL CULVERT, 4.6 FT (1.4 M) WEST OF A STEEL WITNESS POST. DF6501 DF6501 STATION RECOVERY (2000) DF6501 DF6501'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6501'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1561 *********************************************************************** RN1561 DESIGNATION - MUNGER RN1561 PID - RN1561 RN1561 STATE/COUNTY- MN/ST LOUIS RN1561 USGS QUAD - ADOLPH (1993) RN1561 RN1561 *CURRENT SURVEY CONTROL RN1561 ___________________________________________________________________ RN1561* NAD 83(1996)- 46 48 25.34023(N) 092 20 12.57887(W) ADJUSTED RN1561* NAVD 88 - 459.2 (meters) 1507. (feet) GPS OBS RN1561 ___________________________________________________________________ RN1561 X - -178,331.173 (meters) COMP RN1561 Y - -4,370,009.188 (meters) COMP RN1561 Z - 4,627,422.694 (meters) COMP RN1561 LAPLACE CORR- 3.86 (seconds) DEFLEC99 RN1561 ELLIP HEIGHT- 430.74 (meters) (06/18/03) GPS OBS RN1561 GEOID HEIGHT- -28.44 (meters) GEOID99 RN1561 RN1561 HORZ ORDER - FIRST RN1561 ELLP ORDER - THIRD CLASS I RN1561 RN1561.The horizontal coordinates were established by GPS observations RN1561.and adjusted by the MN DEPT OF TRANSP in June 2003. RN1561 RN1561.The orthometric height was determined by GPS observations and a RN1561.high-resolution geoid model. RN1561 RN1561.The X, Y, and Z were computed from the position and the ellipsoidal ht. RN1561 RN1561.The Laplace correction was computed from DEFLEC99 derived deflections. RN1561 RN1561.The ellipsoidal height was determined by GPS observations RN1561.and is referenced to NAD 83. RN1561 RN1561.The geoid height was determined by GEOID99. RN1561 RN1561; North East Units Scale Converg. RN1561;SPC MN N - 134,423.189 858,255.175 MT 1.00006235 +0 33 56.4 RN1561;SPC MN C - 302,613.095 946,010.649 MT 0.99995596 +1 23 02.3 RN1561;UTM 15 - 5,183,934.906 550,599.233 MT 0.99963147 +0 29 00.6 RN1561 RN1561: Primary Azimuth Mark Grid Az RN1561:SPC MN N - MUNGER AZ MK 148 31 21.5 RN1561:SPC MN C - MUNGER AZ MK 147 42 15.6 RN1561:UTM 15 - MUNGER AZ MK 148 36 17.3 RN1561 RN1561|---------------------------------------------------------------------| RN1561| PID Reference Object Distance Geod. Az | RN1561| dddmmss.s | RN1561| RN1471 DULUTH MUNICIPAL AIRPORT BCN APPROX.11.4 KM 0730244.1 | RN1561| RN1439 DULUTH TV STATION WEBC MAST APPROX.17.1 KM 0960652.3 | RN1561| RN1529 DULUTH BAYVIEW MUN STANDPIPE APPROX.11.6 KM 1244931.4 | RN1561| CJ3378 MUNGER RM 1 19.280 METERS 13559 | RN1561| CJ3377 MUNGER AZ MK 1490517.9 | RN1561| CJ3379 MUNGER RM 2 23.488 METERS 26146 | RN1561|---------------------------------------------------------------------| RN1561 RN1561 SUPERSEDED SURVEY CONTROL RN1561 RN1561 NAD 83(1996)- 46 48 25.34050(N) 092 20 12.57848(W) AD( ) 2 RN1561 NAD 83(1996)- 46 48 25.33570(N) 092 20 12.57791(W) AD( ) 2 RN1561 NAD 83(1986)- 46 48 25.33440(N) 092 20 12.57821(W) AD( ) 2 RN1561 NAD 27 - 46 48 25.54500(N) 092 20 11.89000(W) AD( ) 2 RN1561 NGVD 29 - 459.1 (m) 1506. (f) VERT ANG RN1561 RN1561.Superseded values are not recommended for survey control. RN1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN1561.See file dsdata.txt to determine how the superseded data were derived. RN1561 RN1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5059983935(NAD 83) RN1561_MARKER: DS = TRIANGULATION STATION DISK RN1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN1561_STAMPING: MUNGER 1952 RN1561_MARK LOGO: CGS RN1561_MAGNETIC: O = OTHER; SEE DESCRIPTION RN1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RN1561+STABILITY: SURFACE MOTION RN1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN1561+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 RN1561 RN1561 HISTORY - Date Condition Report By RN1561 HISTORY - 1952 MONUMENTED CGS RN1561 HISTORY - 1958 GOOD CGS RN1561 HISTORY - 1966 GOOD CGS RN1561 HISTORY - 1974 GOOD NGS RN1561 HISTORY - 19920820 GOOD MNDT RN1561 HISTORY - 20000401 GOOD MNDT RN1561 RN1561 STATION DESCRIPTION RN1561 RN1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ) RN1561'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 5 MILES SOUTH RN1561'OF TWIG AND 3/4 MILE NORTHWEST OF MUNGER. IT IS 16 FEET NORTH OF RN1561'THE CENTERLINE OF A WOODS ROAD AND 6.5 FEET SOUTH OF A WITNESS RN1561'POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED RN1561'MUNGER 1952. RN1561' RN1561'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE CENTERLINE OF A RN1561'WOODS ROAD. THE MARK PROJECTS 2 INCHES AND THE DISK IS RN1561'STAMPED MUNGER NO 1 1952. RN1561' RN1561'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE WOODS ROAD. THE RN1561'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MUNGER NO 2 1952. RN1561' RN1561'AZIMUTH MARK IS 32 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 27 RN1561'FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHWEST OF RN1561'A WITNESS POST AND 1 FOOT NORTHEAST OF A LARGE BOULDER. THE RN1561'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MUNGER 1952. RN1561' RN1561'TO REACH FROM THE CROSSROADS JUST EAST OF THE SMALL RAILROAD RN1561'STATION IN MUNGER, GO EAST ON U.S. HIGHWAY 2 FOR 0.5 MILE TO RN1561'CROSSROADS, TURN LEFT (NORTH) ON A DIRT ROAD FOR 0.15 MILE RN1561'TO THE AZIMUTH MARK ON THE LEFT AT A LARGE BOULDER. CONTINUE RN1561'NORTH FOR 0.35 MILE TO A FIELD ROAD ON THE LEFT JUST BEFORE RN1561'REACHING A CROSSROADS. TURN LEFT ON FIELD ROAD FOR 0.1 MILE RN1561'TO FORKS. KEEP RIGHT FORK (KEEPING TO THE RIGHT OF FARM RN1561'BUILDING) ALONG THE NORTH EDGE OF A FIELD FOR 0.1 MILE TO EDGE RN1561'OF HILL AND THE STATION ON THE NORTH SIDE OF THE ROAD. RN1561' RN1561'NOTE-AZIMUTH MARK IS NOT V.G. RN1561' RN1561'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS. RN1561 RN1561 STATION RECOVERY (1958) RN1561 RN1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB) RN1561'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED RN1561'IN GOOD CONDITION. NO SEARCH WAS MADE FOR THE AZIMUTH MARK. RN1561 RN1561 STATION RECOVERY (1966) RN1561 RN1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB) RN1561'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. THE RN1561'STATION MARK IS 49.6 FEET SOUTH-SOUTHEAST OF THE FOUNDATION RN1561'OF THE SOUTHEAST ONE OF FOUR TOWERS, 11.6 FEET NORTH OF THE RN1561'CENTERLINE OF THE ROAD, 21 FEET WEST OF THE CORNER POST AT RN1561'SOUTHEAST CORNER OF FENCE AROUND TOWERS, 3 FEET EAST-SOUTHEAST RN1561'OF THE EAST GATE POST WITH METAL WITNESS SIGN AND MARK PROJECTS RN1561'1 INCH. RN1561' RN1561'R.M. NO. 1 IS 18 FEET SOUTH OF THE ROAD AND MARK PROJECTS 1 RN1561'INCH. RN1561' RN1561'R.M. NO. 2 IS 47 FEET WEST-SOUTHWEST OF WEST GATE POST AND 12 RN1561'FEET SOUTH OF FENCE AT SOUTH EDGE OF FENCED TOWERS. RN1561' RN1561'AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. RN1561' RN1561'TO REACH FROM MUNGER, FROM THE CROSSROADS, GO EAST ON U.S. RN1561'HIGHWAY 2 FOR 0.5 MILE TO CROSSROADS, TURN LEFT AND GO NORTH RN1561'FOR 0.1 MILE TO THE AZIMUTH ON LEFT BY A LARGE BOULDER AND IS RN1561'JUST NORTH OF THE HIGHEST PART OF THE HILL, CONTINUE NORTH FOR RN1561'0.35 MILE TO A ROAD LEFT JUST BEFORE REACHING CROSSROADS, TURN RN1561'LEFT AND GO 0.1 MILE TO ROAD FORK AT HOUSE AND BUILDING, KEEP RN1561'RIGHT AND CONTINUE WESTERLY FOR 0.1 MILE TO TOWERS AND STATION. RN1561 RN1561 STATION RECOVERY (1974) RN1561 RN1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DKH) RN1561'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK RN1561'NUMBER 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS RN1561'1966 RECOVERY NOTE. RN1561' RN1561'ADDITIONS TO THE DESCRIPTION FOLLOW-- RN1561' RN1561'THE STATION IS 3.7 FEET WEST-SOUTHWEST OF A STEEL WITNESS POST. RN1561' RN1561'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET. RN1561' RN1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN RN1561'0.75 MILE NORTHWEST OF MUNGER. RN1561 RN1561 STATION RECOVERY (1992) RN1561 RN1561'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH) RN1561'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RN1561 RN1561 STATION RECOVERY (2000) RN1561 RN1561'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) RN1561'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6508 *********************************************************************** DF6508 DESIGNATION - MUSTA DF6508 PID - DF6508 DF6508 STATE/COUNTY- MN/ST LOUIS DF6508 USGS QUAD - CANYON (1976) DF6508 DF6508 *CURRENT SURVEY CONTROL DF6508 ___________________________________________________________________ DF6508* NAD 83(1996)- 47 04 32.10990(N) 092 28 19.02627(W) ADJUSTED DF6508* NAVD 88 - 411.4 (meters) 1350. (feet) GPS OBS DF6508 ___________________________________________________________________ DF6508 X - -187,694.438 (meters) COMP DF6508 Y - -4,347,749.047 (meters) COMP DF6508 Z - 4,647,771.398 (meters) COMP DF6508 LAPLACE CORR- 2.58 (seconds) DEFLEC99 DF6508 ELLIP HEIGHT- 382.13 (meters) (06/18/03) GPS OBS DF6508 GEOID HEIGHT- -29.35 (meters) GEOID99 DF6508 DF6508 HORZ ORDER - FIRST DF6508 ELLP ORDER - THIRD CLASS I DF6508 DF6508.The horizontal coordinates were established by GPS observations DF6508.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6508 DF6508.The orthometric height was determined by GPS observations and a DF6508.high-resolution geoid model. DF6508 DF6508.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6508 DF6508.The Laplace correction was computed from DEFLEC99 derived deflections. DF6508 DF6508.The ellipsoidal height was determined by GPS observations DF6508.and is referenced to NAD 83. DF6508 DF6508.The geoid height was determined by GEOID99. DF6508 DF6508; North East Units Scale Converg. DF6508;SPC MN N - 164,184.416 847,698.432 MT 0.99999005 +0 27 55.9 DF6508;UTM 15 - 5,213,699.045 540,088.482 MT 0.99961975 +0 23 12.0 DF6508 DF6508 SUPERSEDED SURVEY CONTROL DF6508 DF6508.No superseded survey control is available for this station. DF6508 DF6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4008813699(NAD 83) DF6508_MARKER: DH = HORIZONTAL CONTROL DISK DF6508_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6508_STAMPING: MUSTA 1992 DF6508_MARK LOGO: MNDT DF6508_PROJECTION: RECESSED 8 CENTIMETERS DF6508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6508+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6508_ROD/PIPE-DEPTH: 7.6 meters DF6508 DF6508 HISTORY - Date Condition Report By DF6508 HISTORY - 1992 MONUMENTED MNDT DF6508 HISTORY - 19990401 GOOD MNDT DF6508 DF6508 STATION DESCRIPTION DF6508 DF6508'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6508'THE STATION IS 6.5 MI (10.5 KM) SOUTH OF COTTON, IN THE SE 1/4 OF DF6508'SECTION 15, T53N, R17W, AT TH 53 MP 32.45, 2.4 MI (3.9 KM) NORTH OF CO DF6508'RD 737 IN CANYON, 30.1 FT (9.2 M) EAST OF SB TH 53, 78.6 FT (24.0 M) DF6508'WEST NB TH 53, 95.5 FT (29.1 M) SOUTH OF CROSSOVER, 82.4 FT (25.1 M) DF6508'SW OF A YIELD SIGN POST, 4.2 FT (1.3 M) WEST OF A STEEL WITNESS POST. DF6508 DF6508 STATION RECOVERY (1999) DF6508 DF6508'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6508'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0168 *********************************************************************** SJ0168 DESIGNATION - N 163 RESET SJ0168 PID - SJ0168 SJ0168 STATE/COUNTY- MN/ST LOUIS SJ0168 USGS QUAD - COTTON (1969) SJ0168 SJ0168 *CURRENT SURVEY CONTROL SJ0168 ___________________________________________________________________ SJ0168* NAD 83(1986)- 47 08 42. (N) 092 28 22. (W) SCALED SJ0168* NAVD 88 - 408.10 (+/-2cm) 1338.9 (feet) VERTCON SJ0168 ___________________________________________________________________ SJ0168 GEOID HEIGHT- -29.55 (meters) GEOID99 SJ0168 SJ0168 VERT ORDER - THIRD (See Below) SJ0168 SJ0168.The horizontal coordinates were scaled from a topographic map and have SJ0168.an estimated accuracy of +/- 6 seconds. SJ0168 SJ0168.The NAVD 88 height was computed by applying the VERTCON shift value to SJ0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) SJ0168.The vertical order pertains to the superseded datum. SJ0168 SJ0168.The geoid height was determined by GEOID99. SJ0168 SJ0168; North East Units Estimated Accuracy SJ0168;SPC MN N - 171,900. 847,570. MT (+/- 180 meters Scaled) SJ0168 SJ0168 SUPERSEDED SURVEY CONTROL SJ0168 SJ0168 NGVD 29 - 407.92 (m) 1338.3 (f) RESET 3 SJ0168 SJ0168.Superseded values are not recommended for survey control. SJ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0168.See file dsdata.txt to determine how the superseded data were derived. SJ0168 SJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN399214(NAD 83) SJ0168_MARKER: DB = BENCH MARK DISK SJ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0168_STAMPING: N 163 RESET 1966 SJ0168_MARK LOGO: CGS SJ0168_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0168+STABILITY: SURFACE MOTION SJ0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ0168+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992 SJ0168 SJ0168 HISTORY - Date Condition Report By SJ0168 HISTORY - 1966 MONUMENTED CGS SJ0168 HISTORY - 19920902 GOOD MNDT SJ0168 SJ0168 STATION DESCRIPTION SJ0168 SJ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 SJ0168'1.7 MI S FROM COTTON. SJ0168'1.7 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD SJ0168'29 AT COTTON, ST. LOUIS COUNTY, 0.2 MILE SOUTH OF THE JUNCTION OF A SJ0168'T-ROAD LEADING EAST, ON THE WEST EDGE OF THE SOUTHBOUND LANE OF U.S. SJ0168'53, 183 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE, 13 FEET SJ0168'NORTH OF THE CENTERLINE OF A WOODS ROAD AND 2 FEET SOUTH OF A METAL SJ0168'WITNESS POST. A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST SJ0168'PROJECTING 3 INCHES. SJ0168 SJ0168 STATION RECOVERY (1992) SJ0168 SJ0168'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0168'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0168'THE MARK IS 1.7 MI (2.7 KM) SOUTH OF JCT OF TH 53 AND CO RD 29 AT SJ0168'COTTON, 0.2 MI (0.3 KM) SOUTH OF T-RD EAST, AT WEST EDGE OF SB TH 53, SJ0168'183 FT (55.8 M) WEST OF NB TH 53, 13 FT (4.0 M) NORTH OF WOODS RD, AT SJ0168'TH 53 37.25, 102.5 FT (31.2 M) WEST OF SB TH 53, 1.3 FT (0.4 M) SOUTH SJ0168'OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6507 *********************************************************************** DF6507 DESIGNATION - NICHOL DF6507 PID - DF6507 DF6507 STATE/COUNTY- MN/ST LOUIS DF6507 USGS QUAD - CANYON (1976) DF6507 DF6507 *CURRENT SURVEY CONTROL DF6507 ___________________________________________________________________ DF6507* NAD 83(1996)- 47 05 10.72504(N) 092 28 18.71994(W) ADJUSTED DF6507* NAVD 88 - 412.8 (meters) 1354. (feet) GPS OBS DF6507 ___________________________________________________________________ DF6507 X - -187,650.353 (meters) COMP DF6507 Y - -4,346,877.689 (meters) COMP DF6507 Z - 4,648,584.430 (meters) COMP DF6507 LAPLACE CORR- 2.61 (seconds) DEFLEC99 DF6507 ELLIP HEIGHT- 383.42 (meters) (06/18/03) GPS OBS DF6507 GEOID HEIGHT- -29.38 (meters) GEOID99 DF6507 DF6507 HORZ ORDER - FIRST DF6507 ELLP ORDER - THIRD CLASS I DF6507 DF6507.The horizontal coordinates were established by GPS observations DF6507.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6507 DF6507.The orthometric height was determined by GPS observations and a DF6507.high-resolution geoid model. DF6507 DF6507.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6507 DF6507.The Laplace correction was computed from DEFLEC99 derived deflections. DF6507 DF6507.The ellipsoidal height was determined by GPS observations DF6507.and is referenced to NAD 83. DF6507 DF6507.The geoid height was determined by GEOID99. DF6507 DF6507; North East Units Scale Converg. DF6507;SPC MN N - 165,376.899 847,695.204 MT 0.99998761 +0 27 56.1 DF6507;UTM 15 - 5,214,891.091 540,086.895 MT 0.99961975 +0 23 12.5 DF6507 DF6507 SUPERSEDED SURVEY CONTROL DF6507 DF6507.No superseded survey control is available for this station. DF6507 DF6507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4008714891(NAD 83) DF6507_MARKER: DH = HORIZONTAL CONTROL DISK DF6507_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6507_STAMPING: NICHOL 1992 DF6507_MARK LOGO: MNDT DF6507_PROJECTION: RECESSED 3 CENTIMETERS DF6507_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6507+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6507_ROD/PIPE-DEPTH: 6.1 meters DF6507 DF6507 HISTORY - Date Condition Report By DF6507 HISTORY - 1992 MONUMENTED MNDT DF6507 HISTORY - 19990401 GOOD MNDT DF6507 DF6507 STATION DESCRIPTION DF6507 DF6507'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6507'THE STATION IS 5.75 MI (9.25 KM) SOUTH OF COTTON, IN THE SE 1/4 OF DF6507'SECTION 10, T53N, R17W, AT TH 53 MP 33.20, 3.10 MI (4.99 KM) NORTH OF DF6507'CO RD 737 IN CANYON, 26.5 FT (8.1 M) EAST OF SB TH 53, 95.5 FT (29.1 DF6507'M) WEST OF NB TH 53, 145.0 FT (44.2 M) SOUTH OF CO RD 232, 67.3 FT DF6507'(20.5 M) SE OF A ROAD SIGN POST, 5.0 FT (1.5 M) WEST OF A STEEL DF6507'WITNESS POST. DF6507 DF6507 STATION RECOVERY (1999) DF6507 DF6507'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6507'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6490 *********************************************************************** DF6490 DESIGNATION - OPIT DF6490 PID - DF6490 DF6490 STATE/COUNTY- MN/ST LOUIS DF6490 USGS QUAD - HIBBING (1983) DF6490 DF6490 *CURRENT SURVEY CONTROL DF6490 ___________________________________________________________________ DF6490* NAD 83(1996)- 47 23 45.19591(N) 092 52 54.30205(W) ADJUSTED DF6490* NAVD 88 - 425.1 (meters) 1395. (feet) GPS OBS DF6490 ___________________________________________________________________ DF6490 X - -217,471.979 (meters) COMP DF6490 Y - -4,320,192.757 (meters) COMP DF6490 Z - 4,671,960.785 (meters) COMP DF6490 LAPLACE CORR- -1.48 (seconds) DEFLEC99 DF6490 ELLIP HEIGHT- 395.15 (meters) (06/18/03) GPS OBS DF6490 GEOID HEIGHT- -29.99 (meters) GEOID99 DF6490 DF6490 HORZ ORDER - FIRST DF6490 ELLP ORDER - THIRD CLASS I DF6490 DF6490.The horizontal coordinates were established by GPS observations DF6490.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6490 DF6490.The orthometric height was determined by GPS observations and a DF6490.high-resolution geoid model. DF6490 DF6490.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6490 DF6490.The Laplace correction was computed from DEFLEC99 derived deflections. DF6490 DF6490.The ellipsoidal height was determined by GPS observations DF6490.and is referenced to NAD 83. DF6490 DF6490.The geoid height was determined by GEOID99. DF6490 DF6490; North East Units Scale Converg. DF6490;SPC MN N - 199,622.101 816,475.030 MT 0.99993207 +0 09 42.4 DF6490;UTM 15 - 5,249,165.985 508,923.361 MT 0.99960098 +0 05 13.3 DF6490 DF6490 SUPERSEDED SURVEY CONTROL DF6490 DF6490.No superseded survey control is available for this station. DF6490 DF6490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN0892349166(NAD 83) DF6490_MARKER: DV = VERTICAL CONTROL DISK DF6490_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6490_STAMPING: OPIT 1990 DF6490_MARK LOGO: MNDT DF6490_PROJECTION: FLUSH DF6490_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6490+SATELLITE: SATELLITE OBSERVATIONS - 1990 DF6490_ROD/PIPE-DEPTH: 5.5 meters DF6490 DF6490 HISTORY - Date Condition Report By DF6490 HISTORY - 1990 MONUMENTED MNDT DF6490 HISTORY - 20000401 MARK NOT FOUND MNDT DF6490 DF6490 STATION DESCRIPTION DF6490 DF6490'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6490'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 28, T57N, R20W, ABOUT 2 DF6490'MILES (3.2 KM) EAST OF HIBBING. TO REACH THE MARK FROM THE JUNCTIONS DF6490'OF TH 37 AND TH 169 IN HIBBING, GO EAST 2.15 MILES (3.46 KM) ALONG TH DF6490'37 TO MP 3.0. THE MARK IS 48.7 FT (14.8 M) SSW OF TH 37, 41.5 FT DF6490'(12.6 M) WNW OF A GRAVEL ROAD (LAUHALA ROAD) , 65.5 FT (20.0 M) WNW OF DF6490'A POWER POLE, 55.5 FT (16.9 M) EAST OF A POWER POLE, 5.5 FT (1.7 M) DF6490'NNE OF A STEEL WITNESS POST AND IS ABOUT LEVEL WITH TH 37. DF6490 DF6490 STATION RECOVERY (2000) DF6490 DF6490'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6490'MARK WAS SEARCHED FOR AND NOT FOUND, A BIG PILE OF DIRT IS WHERE THE DF6490'MARK SHOULD BE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6493 *********************************************************************** DF6493 DESIGNATION - QUADE DF6493 PID - DF6493 DF6493 STATE/COUNTY- MN/ST LOUIS DF6493 USGS QUAD - BUHL (1983) DF6493 DF6493 *CURRENT SURVEY CONTROL DF6493 ___________________________________________________________________ DF6493* NAD 83(1996)- 47 24 02.58994(N) 092 45 21.85083(W) ADJUSTED DF6493* NAVD 88 - 413.25 (meters) 1355.8 (feet) LEVELING DF6493 ___________________________________________________________________ DF6493 X - -207,975.524 (meters) COMP DF6493 Y - -4,320,256.394 (meters) COMP DF6493 Z - 4,672,315.677 (meters) COMP DF6493 LAPLACE CORR- 1.15 (seconds) DEFLEC99 DF6493 ELLIP HEIGHT- 383.27 (meters) (06/18/03) GPS OBS DF6493 GEOID HEIGHT- -29.99 (meters) GEOID99 DF6493 DF6493 HORZ ORDER - FIRST DF6493 VERT ORDER - THIRD ? DF6493 ELLP ORDER - THIRD CLASS I DF6493 DF6493.The horizontal coordinates were established by GPS observations DF6493.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6493 DF6493.The orthometric height was determined by differential leveling. DF6493.The vertical network tie was performed by a horz. field party for horz. DF6493.obs reductions. Reset procedures were used to establish the elevation. DF6493 DF6493.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6493 DF6493.The Laplace correction was computed from DEFLEC99 derived deflections. DF6493 DF6493.The ellipsoidal height was determined by GPS observations DF6493.and is referenced to NAD 83. DF6493 DF6493.The geoid height was determined by GEOID99. DF6493 DF6493; North East Units Scale Converg. DF6493;SPC MN N - 200,193.738 825,959.883 MT 0.99993143 +0 15 17.7 DF6493;UTM 15 - 5,249,725.013 518,405.830 MT 0.99960416 +0 10 46.4 DF6493 DF6493 SUPERSEDED SURVEY CONTROL DF6493 DF6493.No superseded survey control is available for this station. DF6493 DF6493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN1840649725(NAD 83) DF6493_MARKER: DH = HORIZONTAL CONTROL DISK DF6493_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6493_STAMPING: QUADE 1990 DF6493_MARK LOGO: MNDT DF6493_PROJECTION: RECESSED 8 CENTIMETERS DF6493_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6493+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6493_ROD/PIPE-DEPTH: 8.5 meters DF6493 DF6493 HISTORY - Date Condition Report By DF6493 HISTORY - 1990 MONUMENTED MNDT DF6493 HISTORY - 19990401 GOOD MNDT DF6493 DF6493 STATION DESCRIPTION DF6493 DF6493'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6493'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 21, T57N, R19W, ABOUT DF6493'8-1/2 MILES EAST OF HIBBING. TO REACH THE MARK FROM THE JUNCTION OF DF6493'TH 37 AND TH 169, GO EAST 8.25 MILESALONG TH 37, MP 9.05. THE MARK IS DF6493'71.5 FT (21.8 M) NORTH OF THE CENTER OF TH 37, 19.0 FT (5.8 M) ESE OF DF6493'A POWER POLE, 6.5 FT (2.0 M) WEST OF THE CENTER OF A FIELD ENTRANCE, DF6493'4.7 FT (1.4 M) EAST OF A STEEL WITNESS POST, AND IS ABOUT 1 FT (0.3 M) DF6493'LOWER THAN TH 37. DF6493 DF6493 STATION RECOVERY (1999) DF6493 DF6493'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6493'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0173 *********************************************************************** SJ0173 DESIGNATION - R 163 RESET 1966 SJ0173 PID - SJ0173 SJ0173 STATE/COUNTY- MN/ST LOUIS SJ0173 USGS QUAD - CANYON (1976) SJ0173 SJ0173 *CURRENT SURVEY CONTROL SJ0173 ___________________________________________________________________ SJ0173* NAD 83(1986)- 47 05 03. (N) 092 28 17. (W) SCALED SJ0173* NAVD 88 - 412.94 (+/-2cm) 1354.8 (feet) VERTCON SJ0173 ___________________________________________________________________ SJ0173 GEOID HEIGHT- -29.37 (meters) GEOID99 SJ0173 SJ0173 VERT ORDER - THIRD (See Below) SJ0173 SJ0173.The horizontal coordinates were scaled from a topographic map and have SJ0173.an estimated accuracy of +/- 6 seconds. SJ0173 SJ0173.The NAVD 88 height was computed by applying the VERTCON shift value to SJ0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) SJ0173.The vertical order pertains to the superseded datum. SJ0173 SJ0173.The geoid height was determined by GEOID99. SJ0173 SJ0173; North East Units Estimated Accuracy SJ0173;SPC MN N - 165,140. 847,730. MT (+/- 180 meters Scaled) SJ0173 SJ0173 SUPERSEDED SURVEY CONTROL SJ0173 SJ0173 NGVD 29 - 412.77 (m) 1354.2 (f) RESET 3 SJ0173 SJ0173.Superseded values are not recommended for survey control. SJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0173.See file dsdata.txt to determine how the superseded data were derived. SJ0173 SJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN401146(NAD 83) SJ0173_MARKER: DB = BENCH MARK DISK SJ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0173_STAMPING: R 163 RESET 1966 SJ0173_MARK LOGO: CGS SJ0173_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0173+STABILITY: SURFACE MOTION SJ0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ0173+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1992 SJ0173 SJ0173 HISTORY - Date Condition Report By SJ0173 HISTORY - 1966 MONUMENTED CGS SJ0173 HISTORY - 1978 GOOD MNDT SJ0173 HISTORY - 19920903 GOOD MNDT SJ0173 SJ0173 STATION DESCRIPTION SJ0173 SJ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 SJ0173'3.1 MI N FROM CANYON. SJ0173'3.1 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE GENERAL STORE AND POST SJ0173'OFFICE AT CANYON, ST. LOUIS COUNTY, 0.2 MILE SOUTH OF THE JUNCTION OF SJ0173'A COUNTY ROAD LEADING WEST TO LAKE NICHOLS, 75 FEET EAST OF THE SJ0173'CENTERLINE OF THE NORTHBOUND LANE OF U.S. 53, 38 FEET SOUTHWEST OF A SJ0173'POWERLINE POLE AND 1 FOOT NORTH OF A METAL WITNESS POST. A STANDARD SJ0173'DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES. SJ0173 SJ0173 STATION RECOVERY (1978) SJ0173 SJ0173'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 SJ0173'RECOVERED IN GOOD CONDITION. SJ0173 SJ0173 STATION RECOVERY (1992) SJ0173 SJ0173'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0173'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6503 *********************************************************************** DF6503 DESIGNATION - RIESS DF6503 PID - DF6503 DF6503 STATE/COUNTY- MN/ST LOUIS DF6503 USGS QUAD - COTTON (1969) DF6503 DF6503 *CURRENT SURVEY CONTROL DF6503 ___________________________________________________________________ DF6503* NAD 83(1996)- 47 12 44.46947(N) 092 29 15.71334(W) ADJUSTED DF6503* NAVD 88 - 406.0 (meters) 1332. (feet) GPS OBS DF6503 ___________________________________________________________________ DF6503 X - -188,405.311 (meters) COMP DF6503 Y - -4,336,557.048 (meters) COMP DF6503 Z - 4,658,109.436 (meters) COMP DF6503 LAPLACE CORR- 1.55 (seconds) DEFLEC99 DF6503 ELLIP HEIGHT- 376.30 (meters) (06/18/03) GPS OBS DF6503 GEOID HEIGHT- -29.72 (meters) GEOID99 DF6503 DF6503 HORZ ORDER - FIRST DF6503 ELLP ORDER - THIRD CLASS I DF6503 DF6503.The horizontal coordinates were established by GPS observations DF6503.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6503 DF6503.The orthometric height was determined by GPS observations and a DF6503.high-resolution geoid model. DF6503 DF6503.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6503 DF6503.The Laplace correction was computed from DEFLEC99 derived deflections. DF6503 DF6503.The ellipsoidal height was determined by GPS observations DF6503.and is referenced to NAD 83. DF6503 DF6503.The geoid height was determined by GEOID99. DF6503 DF6503; North East Units Scale Converg. DF6503;SPC MN N - 179,378.805 846,382.127 MT 0.99996153 +0 27 13.9 DF6503;UTM 15 - 5,228,889.807 538,793.421 MT 0.99961849 +0 22 33.5 DF6503 DF6503 SUPERSEDED SURVEY CONTROL DF6503 DF6503.No superseded survey control is available for this station. DF6503 DF6503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3879328890(NAD 83) DF6503_MARKER: DH = HORIZONTAL CONTROL DISK DF6503_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6503_STAMPING: RIESS 1992 DF6503_MARK LOGO: MNDT DF6503_PROJECTION: RECESSED 5 CENTIMETERS DF6503_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6503+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 DF6503_ROD/PIPE-DEPTH: 6.1 meters DF6503 DF6503 HISTORY - Date Condition Report By DF6503 HISTORY - 1992 MONUMENTED MNDT DF6503 HISTORY - 20000401 GOOD MNDT DF6503 DF6503 STATION DESCRIPTION DF6503 DF6503'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6503'THE STATION IS 5-3/4 MI SOUTH OF CENTRAL LAKES, IN THE NW 1/4 OF DF6503'SECTION 34, T55N, R17W, 3 MI (4.8 KM) NORTH OF CO RD 52 IN COTTON, AT DF6503'TH 53 MP 42.05, 67 FT (20.4 M) EAST OF NB TH 53, 11 FT (3.4 M) SOUTH DF6503'OF THE DRIVEWAY, 43.5 FT (13.3 M) SE OF A ONE-WAY SIGN, 12.9 FT (3.9 DF6503'M) NE OF A STEEL WITNESS POST. DF6503 DF6503 STATION RECOVERY (2000) DF6503 DF6503'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6503'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0176 *********************************************************************** SJ0176 DESIGNATION - S 163 RESET 1966 SJ0176 PID - SJ0176 SJ0176 STATE/COUNTY- MN/ST LOUIS SJ0176 USGS QUAD - CANYON (1976) SJ0176 SJ0176 *CURRENT SURVEY CONTROL SJ0176 ___________________________________________________________________ SJ0176* NAD 83(1996)- 47 04 07.05688(N) 092 28 15.43049(W) ADJUSTED SJ0176* NAVD 88 - 410.6 (meters) 1347. (feet) GPS OBS SJ0176 ___________________________________________________________________ SJ0176 X - -187,643.044 (meters) COMP SJ0176 Y - -4,348,317.735 (meters) COMP SJ0176 Z - 4,647,243.817 (meters) COMP SJ0176 LAPLACE CORR- 2.57 (seconds) DEFLEC99 SJ0176 ELLIP HEIGHT- 381.28 (meters) (06/18/03) GPS OBS SJ0176 GEOID HEIGHT- -29.32 (meters) GEOID99 SJ0176 SJ0176 HORZ ORDER - FIRST SJ0176 ELLP ORDER - THIRD CLASS I SJ0176 SJ0176.The horizontal coordinates were established by GPS observations SJ0176.and adjusted by the MN DEPT OF TRANSP in June 2003. SJ0176 SJ0176.The orthometric height was determined by GPS observations and a SJ0176.high-resolution geoid model. SJ0176 SJ0176.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ0176 SJ0176.The Laplace correction was computed from DEFLEC99 derived deflections. SJ0176 SJ0176.The ellipsoidal height was determined by GPS observations SJ0176.and is referenced to NAD 83. SJ0176 SJ0176.The geoid height was determined by GEOID99. SJ0176 SJ0176; North East Units Scale Converg. SJ0176;SPC MN N - 163,411.399 847,780.584 MT 0.99999165 +0 27 58.5 SJ0176;UTM 15 - 5,212,926.202 540,169.540 MT 0.99961983 +0 23 14.5 SJ0176 SJ0176 SUPERSEDED SURVEY CONTROL SJ0176 SJ0176.No superseded survey control is available for this station. SJ0176 SJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4017012926(NAD 83) SJ0176_MARKER: DB = BENCH MARK DISK SJ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0176_STAMPING: S 163 RESET 1966 SJ0176_MARK LOGO: CGS SJ0176_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0176+STABILITY: SURFACE MOTION SJ0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ0176+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1992 SJ0176 SJ0176 HISTORY - Date Condition Report By SJ0176 HISTORY - 1966 MONUMENTED CGS SJ0176 HISTORY - 1978 GOOD MNDT SJ0176 HISTORY - 19920914 GOOD MNDT SJ0176 HISTORY - 19990401 MARK NOT FOUND MNDT SJ0176 SJ0176 STATION DESCRIPTION SJ0176 SJ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 SJ0176'2.0 MI N FROM CANYON. SJ0176'2.0 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE GENERAL STORE AND POST SJ0176'OFFICE AT CANYON, ST. LOUIS COUNTY, IN SOUTHEAST ANGLE OF CROSSROADS SJ0176'AND JUNCTION WITH COUNTY ROUTE 133, 94 FEET EAST OF THE CENTERLINE OF SJ0176'THE NORTHBOUND LANE OF U.S. 53, 22 FEET SOUTH OF THE CENTERLINE OF SJ0176'EAST-WEST ROAD AND 2 FEET NORTH OF A METAL WITNESS POST. A STANDARD SJ0176'DISK SET IN TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES. SJ0176 SJ0176 STATION RECOVERY (1978) SJ0176 SJ0176'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 SJ0176'RECOVERED IN GOOD CONDITION. SJ0176 SJ0176 STATION RECOVERY (1992) SJ0176 SJ0176'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0176'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. SJ0176 SJ0176 STATION RECOVERY (1999) SJ0176 SJ0176'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) SJ0176'MARK SEARCHED FOR AND NOT FOUND WITNESS POST GONE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6489 *********************************************************************** DF6489 DESIGNATION - SALM DF6489 PID - DF6489 DF6489 STATE/COUNTY- MN/ST LOUIS DF6489 USGS QUAD - HIBBING (1983) DF6489 DF6489 *CURRENT SURVEY CONTROL DF6489 ___________________________________________________________________ DF6489* NAD 83(1996)- 47 23 47.92057(N) 092 53 31.59209(W) ADJUSTED DF6489* NAVD 88 - 426.13 (meters) 1398.1 (feet) LEVELING DF6489 ___________________________________________________________________ DF6489 X - -218,249.920 (meters) COMP DF6489 Y - -4,320,092.193 (meters) COMP DF6489 Z - 4,672,018.492 (meters) COMP DF6489 LAPLACE CORR- -1.69 (seconds) DEFLEC99 DF6489 ELLIP HEIGHT- 396.16 (meters) (06/18/03) GPS OBS DF6489 GEOID HEIGHT- -29.99 (meters) GEOID99 DF6489 DF6489 HORZ ORDER - FIRST DF6489 VERT ORDER - THIRD ? DF6489 ELLP ORDER - THIRD CLASS I DF6489 DF6489.The horizontal coordinates were established by GPS observations DF6489.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6489 DF6489.The orthometric height was determined by differential leveling. DF6489.The vertical network tie was performed by a horz. field party for horz. DF6489.obs reductions. Reset procedures were used to establish the elevation. DF6489 DF6489.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6489 DF6489.The Laplace correction was computed from DEFLEC99 derived deflections. DF6489 DF6489.The ellipsoidal height was determined by GPS observations DF6489.and is referenced to NAD 83. DF6489 DF6489.The geoid height was determined by GEOID99. DF6489 DF6489; North East Units Scale Converg. DF6489;SPC MN N - 199,704.086 815,692.884 MT 0.99993197 +0 09 14.7 DF6489;UTM 15 - 5,249,248.962 508,141.581 MT 0.99960081 +0 04 45.9 DF6489 DF6489 SUPERSEDED SURVEY CONTROL DF6489 DF6489.No superseded survey control is available for this station. DF6489 DF6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN0814249249(NAD 83) DF6489_MARKER: DH = HORIZONTAL CONTROL DISK DF6489_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6489_STAMPING: SALM 1990 DF6489_MARK LOGO: MNDT DF6489_PROJECTION: FLUSH DF6489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6489+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6489_ROD/PIPE-DEPTH: 5.5 meters DF6489 DF6489 HISTORY - Date Condition Report By DF6489 HISTORY - 1990 MONUMENTED MNDT DF6489 HISTORY - 19990401 GOOD MNDT DF6489 DF6489 STATION DESCRIPTION DF6489 DF6489'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) DF6489'THE MARK IS IN THE NW 1/4 OF SECTON 28, T57N, R20W, ABOUT 2-1/2 MILES DF6489'EAST OF HIBBING. TO REACH THE MARK FROM JUNCTIONS OF TH 37 AND TH DF6489'169, GO EAST 1.65 MILES (2.66 KM) ON TH 37, MP 2.5. THE MARK IS 100.0 DF6489'FT (30.5 M) SSW OF TH 37, 63.6 FT (19.4 M) NE OF A POWER POLE, 18.8 FT DF6489'(5.7 M) NNE OF A STEEL WITNESS POST AND ABOUT 1 FT (0.3 M) BELOW THE DF6489'LEVEL OF TH 37. DF6489 DF6489 STATION RECOVERY (1999) DF6489 DF6489'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6489'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ2193 *********************************************************************** SJ2193 DESIGNATION - SAX SJ2193 PID - SJ2193 SJ2193 STATE/COUNTY- MN/ST LOUIS SJ2193 USGS QUAD - KELSEY (1963) SJ2193 SJ2193 *CURRENT SURVEY CONTROL SJ2193 ___________________________________________________________________ SJ2193* NAD 83(1996)- 47 12 40.63250(N) 092 36 14.30332(W) ADJUSTED SJ2193* NAVD 88 - 400.5 (meters) 1314. (feet) GPS OBS SJ2193 ___________________________________________________________________ SJ2193 X - -197,209.227 (meters) COMP SJ2193 Y - -4,336,248.913 (meters) COMP SJ2193 Z - 4,658,024.904 (meters) COMP SJ2193 LAPLACE CORR- 0.53 (seconds) DEFLEC99 SJ2193 ELLIP HEIGHT- 370.80 (meters) (01/15/97) GPS OBS SJ2193 GEOID HEIGHT- -29.75 (meters) GEOID99 SJ2193 SJ2193 HORZ ORDER - FIRST SJ2193 ELLP ORDER - FOURTH CLASS II SJ2193 SJ2193.The horizontal coordinates were established by GPS observations SJ2193.and adjusted by the National Geodetic Survey in January 1997. SJ2193 SJ2193.The orthometric height was determined by GPS observations and a SJ2193.high-resolution geoid model. SJ2193 SJ2193.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ2193 SJ2193.The Laplace correction was computed from DEFLEC99 derived deflections. SJ2193 SJ2193.The ellipsoidal height was determined by GPS observations SJ2193.and is referenced to NAD 83. SJ2193 SJ2193.The geoid height was determined by GEOID99. SJ2193 SJ2193; North East Units Scale Converg. SJ2193;SPC MN N - 179,197.175 837,575.142 MT 0.99996173 +0 22 03.6 SJ2193;UTM 15 - 5,228,720.142 529,989.254 MT 0.99961105 +0 17 26.3 SJ2193 SJ2193: Primary Azimuth Mark Grid Az SJ2193:SPC MN N - SAX AZ MK 175 59 15.9 SJ2193:UTM 15 - SAX AZ MK 176 03 53.2 SJ2193 SJ2193|---------------------------------------------------------------------| SJ2193| PID Reference Object Distance Geod. Az | SJ2193| dddmmss.s | SJ2193| CJ2747 SAX RM 1 25.264 METERS 09127 | SJ2193| SJ2194 COTTON LOOKOUT TOWER APPROX. 9.0 KM 1224837.2 | SJ2193| SJ0349 Y 28 43.837 METERS 15139 | SJ2193| CJ2746 SAX AZ MK 1762119.5 | SJ2193| SJ2198 TOIVOLA LOOKOUT TOWER APPROX.16.9 KM 2532208.6 | SJ2193| CJ2748 SAX RM 2 27.658 METERS 32449 | SJ2193|---------------------------------------------------------------------| SJ2193 SJ2193 SUPERSEDED SURVEY CONTROL SJ2193 SJ2193 NAD 83(1986)- 47 12 40.63210(N) 092 36 14.30754(W) AD( ) 1 SJ2193 NAD 27 - 47 12 40.86100(N) 092 36 13.62000(W) AD( ) 1 SJ2193 SJ2193.Superseded values are not recommended for survey control. SJ2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ2193.See file dsdata.txt to determine how the superseded data were derived. SJ2193 SJ2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2998928720(NAD 83) SJ2193_MARKER: DS = TRIANGULATION STATION DISK SJ2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ2193_STAMPING: SAX 1952 SJ2193_MARK LOGO: CGS SJ2193_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ2193+STABILITY: SURFACE MOTION SJ2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ2193+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 SJ2193 SJ2193 HISTORY - Date Condition Report By SJ2193 HISTORY - 1952 MONUMENTED CGS SJ2193 HISTORY - 19920817 GOOD MNDT SJ2193 HISTORY - 19950725 GOOD MNDT SJ2193 HISTORY - 20000401 GOOD MNDT SJ2193 SJ2193 STATION DESCRIPTION SJ2193 SJ2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ) SJ2193'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF THE VILLAGE SJ2193'OF TOIVOLA, 6-1/2 MILES NORTHWEST OF THE VILLAGE OF COTTON AND SJ2193'NEAR THE SMALL RAILROAD STATION OF SAX. IT IS 78.5 FEET WEST SJ2193'OF THE SOUTHWEST CORNER OF THE SAX RAILROAD STATION, 56 FEET SJ2193'SOUTH OF THE CENTERLINE OF A ROAD, 46 FEET WEST OF THE WEST RAIL SJ2193'OF A SIDING AND 4 FEET WEST OF A WITNESS POST. THE MARK IS SJ2193'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED SAX SJ2193'1952. SJ2193' SJ2193'REFERENCE MARK NO. 1 IS 26 FEET WEST OF THE WEST RAIL OF THE MAIN SJ2193'TRACKS AND 5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE RAILROAD SJ2193'STATION. THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED SJ2193'SAX NO 1 1952. SJ2193' SJ2193'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE CENTERLINE OF A SJ2193'DRIVEWAY AND 17 FEET NORTH OF THE CENTERLINE OF A ROAD. THE MARK SJ2193'PROJECTS 8 INCHES AND THE DISK IS STAMPED SAX NO 2 1952. SJ2193' SJ2193'BENCH MARK, Y 28 IS 40 FEET WEST OF THE WEST RAIL OF THE MAIN SJ2193'RAILROAD TRACKS, 8 FEET EAST OF THE EAST RAIL OF THE SIDING AND SJ2193'1 FOOT SOUTH OF A WITNESS POST. IT IS MARKED BY A STANDARD SJ2193'USC AND GS BENCH MARK DISK SET IN A 4 X 4 INCH SQUARE CONCRETE SJ2193'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS SJ2193'STAMPED Y 28 1934. SJ2193' SJ2193'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SAX SJ2193'TO Y 28. THE DISTANCE IS AS SHOWN ABOVE. SJ2193' SJ2193'AZIMUTH MARK IS 36 FEET EAST OF THE EAST RAIL OF THE RAILROAD, SJ2193'31 FEET WEST OF THE CENTERLINE OF COUNTY ROUTE 7 AND 3 FEET EAST SJ2193'OF A WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS SJ2193'STAMPED SAX 1952. SJ2193' SJ2193'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 53 AND COUNTY ROUTE SJ2193'52 IN THE VILLAGE OF COTTON, GO WEST ON ROUTE 52 FOR 5.55 MILES SJ2193'TO COUNTY ROUTE 7, TURN RIGHT (NORTH) ON ROUTE 7 FOR 2.45 MILES SJ2193'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTH 0.5 MILE TO THE SJ2193'SAX RAILROAD STATION ON THE LEFT AND THE STATION AS DESCRIBED. SJ2193' SJ2193'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS. SJ2193 SJ2193 STATION RECOVERY (1992) SJ2193 SJ2193'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH) SJ2193'THE STATION WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 1 AND BM Y SJ2193'28 WERE SEARCHED FOR BUT NOT FOUND. THE DISTANCE FROM THE STATION TO SJ2193'REFERENCE MARK 2 IS OFF BY 0.85 FT (25.91 CM) FROM THE LAST TIME IT SJ2193'WAS MEASURED AND APPEARS TO HAVE BEEN DISTURBED. A WHOLE NEW SJ2193'DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 6-1/2 MI NW OF SJ2193'COTTON, IN THE NE 1/4 OF SECTION 34, T55N, R18W, AT THE JUNCTION OF CO SJ2193'RD 28 AND CO RD 7.THE STATION IS 56.0 FT (17.1 M) SOUTH OF THE CENTER SJ2193'OF A ROAD, 142.4 FT (43.4 M) SW OF A T-POLE, 124.0 FT (37.8 M) WEST OF SJ2193'THE RR TRACKS, 117.4 FT (35.8 M) WSW OF THE RR CROSSING SIGN POST, SJ2193'91.59 FT (27.92 M) SE OF RM 2, AND 2.1 FT (0.6 M) NORTH OF A STEEL SJ2193'WITNESS POST. REFERENCE MARK 2 IS 21.0 FT (6.4 M) EAST OF THE CENTER SJ2193'OF A DRIVEWAY, 17.0 FT (5.2 M) NORTH OF THE CENTER OF A ROAD, AND IS 5 SJ2193'INCHES ABOVE THE SURFACE OF THE GROUND. SJ2193 SJ2193 STATION RECOVERY (1995) SJ2193 SJ2193'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) SJ2193'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RECOVERY NOTE SJ2193'BY DAVID K. HERDER, TYPED BY G.W.O. SJ2193 SJ2193 STATION RECOVERY (2000) SJ2193 SJ2193'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) SJ2193'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6513 *********************************************************************** DF6513 DESIGNATION - SMOYER DF6513 PID - DF6513 DF6513 STATE/COUNTY- MN/ST LOUIS DF6513 USGS QUAD - CENTRAL LAKES (1969) DF6513 DF6513 *CURRENT SURVEY CONTROL DF6513 ___________________________________________________________________ DF6513* NAD 83(1996)- 47 17 05.57358(N) 092 28 37.36540(W) ADJUSTED DF6513* NAVD 88 - 416.1 (meters) 1365. (feet) GPS OBS DF6513 ___________________________________________________________________ DF6513 X - -187,343.448 (meters) COMP DF6513 Y - -4,330,682.918 (meters) COMP DF6513 Z - 4,663,590.727 (meters) COMP DF6513 LAPLACE CORR- 0.53 (seconds) DEFLEC99 DF6513 ELLIP HEIGHT- 386.30 (meters) (06/18/03) GPS OBS DF6513 GEOID HEIGHT- -29.80 (meters) GEOID99 DF6513 DF6513 HORZ ORDER - FIRST DF6513 ELLP ORDER - THIRD CLASS I DF6513 DF6513.The horizontal coordinates were established by GPS observations DF6513.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6513 DF6513.The orthometric height was determined by GPS observations and a DF6513.high-resolution geoid model. DF6513 DF6513.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6513 DF6513.The Laplace correction was computed from DEFLEC99 derived deflections. DF6513 DF6513.The ellipsoidal height was determined by GPS observations DF6513.and is referenced to NAD 83. DF6513 DF6513.The geoid height was determined by GEOID99. DF6513 DF6513; North East Units Scale Converg. DF6513;SPC MN N - 187,448.080 847,124.040 MT 0.99994867 +0 27 42.3 DF6513;UTM 15 - 5,236,955.357 539,546.021 MT 0.99961922 +0 23 03.3 DF6513 DF6513 SUPERSEDED SURVEY CONTROL DF6513 DF6513.No superseded survey control is available for this station. DF6513 DF6513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3954636955(NAD 83) DF6513_MARKER: DH = HORIZONTAL CONTROL DISK DF6513_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6513_STAMPING: SMOYER 1992 DF6513_MARK LOGO: MNDT DF6513_PROJECTION: RECESSED 13 CENTIMETERS DF6513_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6513+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 DF6513_ROD/PIPE-DEPTH: 11.6 meters DF6513 DF6513 HISTORY - Date Condition Report By DF6513 HISTORY - 1992 MONUMENTED MNDT DF6513 HISTORY - 20000401 GOOD MNDT DF6513 DF6513 STATION DESCRIPTION DF6513 DF6513'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6513'THE STATION IS 8 MI (12.9 KM) NORTH OF COTTON, IN THE SE 1/4 OF DF6513'SECTION 34, T56N, R17W, AT TH 53 MP 47.1, 8.0 MI (12.9 KM) NORTH OF DF6513'JCT TH 53 AND CO RD 52, 60 FT (18.3 M) EAST OF NB TH 53, 11 FT (3.4 M) DF6513'SSE OF THE DRIVEWAY, 40.1 FT (12.2 M) WEST OF A R/W POST, 48.5 FT DF6513'(14.8 M) WNW OF A R/W POST, 65.3 FT (19.9 M) SSW OF A P-POLE, 4.4 FT DF6513'(1.3 M) NNW OF A STEEL WITNESS POST. DF6513 DF6513 STATION RECOVERY (2000) DF6513 DF6513'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6513'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6515 *********************************************************************** DF6515 DESIGNATION - SULLY DF6515 PID - DF6515 DF6515 STATE/COUNTY- MN/ST LOUIS DF6515 USGS QUAD - INDEPENDENCE (1981) DF6515 DF6515 *CURRENT SURVEY CONTROL DF6515 ___________________________________________________________________ DF6515* NAD 83(1996)- 46 55 18.70241(N) 092 24 14.88886(W) ADJUSTED DF6515* NAVD 88 - 414.3 (meters) 1359. (feet) GPS OBS DF6515 ___________________________________________________________________ DF6515 X - -183,072.665 (meters) COMP DF6515 Y - -4,360,458.493 (meters) COMP DF6515 Z - 4,636,117.731 (meters) COMP DF6515 LAPLACE CORR- 3.60 (seconds) DEFLEC99 DF6515 ELLIP HEIGHT- 385.45 (meters) (06/18/03) GPS OBS DF6515 GEOID HEIGHT- -28.83 (meters) GEOID99 DF6515 DF6515 HORZ ORDER - FIRST DF6515 ELLP ORDER - THIRD CLASS I DF6515 DF6515.The horizontal coordinates were established by GPS observations DF6515.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6515 DF6515.The orthometric height was determined by GPS observations and a DF6515.high-resolution geoid model. DF6515 DF6515.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6515 DF6515.The Laplace correction was computed from DEFLEC99 derived deflections. DF6515 DF6515.The ellipsoidal height was determined by GPS observations DF6515.and is referenced to NAD 83. DF6515 DF6515.The geoid height was determined by GEOID99. DF6515 DF6515; North East Units Scale Converg. DF6515;SPC MN N - 147,139.407 853,002.566 MT 1.00002880 +0 30 56.8 DF6515;UTM 15 - 5,196,653.265 545,366.867 MT 0.99962530 +0 26 06.9 DF6515 DF6515 SUPERSEDED SURVEY CONTROL DF6515 DF6515.No superseded survey control is available for this station. DF6515 DF6515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4536796653(NAD 83) DF6515_MARKER: DH = HORIZONTAL CONTROL DISK DF6515_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DF6515+WITH SETTING: INFORMATION. DF6515_STAMPING: SULLY 1992 DF6515_MARK LOGO: MNDT DF6515_PROJECTION: RECESSED 8 CENTIMETERS DF6515_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6515+STABILITY: SURFACE MOTION DF6515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6515+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6515_ROD/PIPE-DEPTH: 1.8 meters DF6515 DF6515 HISTORY - Date Condition Report By DF6515 HISTORY - 1992 MONUMENTED MNDT DF6515 HISTORY - 19990401 GOOD MNDT DF6515 DF6515 STATION DESCRIPTION DF6515 DF6515'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6515'THE STATION IS 2.6 MI (4.2 KM) NW OF TWIG, IN THE NW 1/4 OF SECTION 8, DF6515'T51N, R16W, AT TH 53 MP 20.50, 2.6 MI (4.2 KM) NW OF JCT CO RD 7, 93.4 DF6515'FT (28.5 M) NNE OF NB TH 53, 201 FT (61.3 M) ESE OF A R/W POST, 2.7 FT DF6515'(0.8 M) SSW OF A STEEL WITNESS POST. DF6515 DF6515 STATION RECOVERY (1999) DF6515 DF6515'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6515'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0178 *********************************************************************** SJ0178 DESIGNATION - T 163 RESET 1966 SJ0178 PID - SJ0178 SJ0178 STATE/COUNTY- MN/ST LOUIS SJ0178 USGS QUAD - CANYON (1976) SJ0178 SJ0178 *CURRENT SURVEY CONTROL SJ0178 ___________________________________________________________________ SJ0178* NAD 83(1996)- 47 02 23.54271(N) 092 28 13.60370(W) ADJUSTED SJ0178* NAVD 88 - 412.8 (meters) 1354. (feet) GPS OBS SJ0178 ___________________________________________________________________ SJ0178 X - -187,705.468 (meters) COMP SJ0178 Y - -4,350,658.878 (meters) COMP SJ0178 Z - 4,645,067.510 (meters) COMP SJ0178 LAPLACE CORR- 2.54 (seconds) DEFLEC99 SJ0178 ELLIP HEIGHT- 383.61 (meters) (06/18/03) GPS OBS SJ0178 GEOID HEIGHT- -29.24 (meters) GEOID99 SJ0178 SJ0178 HORZ ORDER - FIRST SJ0178 VERT ORDER - THIRD (See Below) SJ0178 ELLP ORDER - THIRD CLASS I SJ0178 SJ0178.The horizontal coordinates were established by GPS observations SJ0178.and adjusted by the MN DEPT OF TRANSP in June 2003. SJ0178 SJ0178.The orthometric height was determined by GPS observations and a SJ0178.high-resolution geoid model. SJ0178.The vertical order pertains to the superseded datum. SJ0178 SJ0178.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ0178 SJ0178.The Laplace correction was computed from DEFLEC99 derived deflections. SJ0178 SJ0178.The ellipsoidal height was determined by GPS observations SJ0178.and is referenced to NAD 83. SJ0178 SJ0178.The geoid height was determined by GEOID99. SJ0178 SJ0178; North East Units Scale Converg. SJ0178;SPC MN N - 160,215.205 847,845.161 MT 0.99999843 +0 27 59.9 SJ0178;UTM 15 - 5,209,731.121 540,229.687 MT 0.99961989 +0 23 15.2 SJ0178 SJ0178 SUPERSEDED SURVEY CONTROL SJ0178 SJ0178 NGVD 29 - 412.69 (m) 1354.0 (f) RESET 3 SJ0178 SJ0178.Superseded values are not recommended for survey control. SJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0178.See file dsdata.txt to determine how the superseded data were derived. SJ0178 SJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4023009731(NAD 83) SJ0178_MARKER: DB = BENCH MARK DISK SJ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0178_STAMPING: T 163 RESET 1966 SJ0178_MARK LOGO: CGS SJ0178_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0178+STABILITY: SURFACE MOTION SJ0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0178+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 SJ0178 SJ0178 HISTORY - Date Condition Report By SJ0178 HISTORY - 1966 MONUMENTED CGS SJ0178 HISTORY - 1978 GOOD MNDT SJ0178 HISTORY - 19920902 GOOD MNDT SJ0178 HISTORY - 19990401 GOOD MNDT SJ0178 SJ0178 STATION DESCRIPTION SJ0178 SJ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 SJ0178'IN CANYON. SJ0178'AT CANYON, ST. LOUIS COUNTY, ON U.S. HIGHWAY 53, IN THE NORTHEAST SJ0178'ANGLE OF A T-INTERSECTION, 75 FEET EAST OF THE CENTERLINE OF THE SJ0178'NORTHBOUND LANE, 49 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD SJ0178'AND 1.5 FEET SOUTH OF A METAL WITNESS POST. A STANDARD DISK, SET IN SJ0178'THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES. SJ0178 SJ0178 STATION RECOVERY (1978) SJ0178 SJ0178'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 SJ0178'RECOVERED IN GOOD CONDITION. SJ0178 SJ0178 STATION RECOVERY (1992) SJ0178 SJ0178'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ0178'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AT SJ0178'TH 53 MP 30.0. SJ0178 SJ0178 STATION RECOVERY (1999) SJ0178 SJ0178'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) SJ0178'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 CJ2949 *********************************************************************** CJ2949 DESIGNATION - TWIG RM 1 CJ2949 PID - CJ2949 CJ2949 STATE/COUNTY- MN/ST LOUIS CJ2949 USGS QUAD - INDEPENDENCE (1981) CJ2949 CJ2949 *CURRENT SURVEY CONTROL CJ2949 ___________________________________________________________________ CJ2949* NAD 83(1996)- 46 55 29.99161(N) 092 23 06.01416(W) ADJUSTED CJ2949* NAVD 88 - 444.3 (meters) 1458. (feet) GPS OBS CJ2949 ___________________________________________________________________ CJ2949 X - -181,606.893 (meters) COMP CJ2949 Y - -4,360,285.434 (meters) COMP CJ2949 Z - 4,636,377.777 (meters) COMP CJ2949 LAPLACE CORR- 3.82 (seconds) DEFLEC99 CJ2949 ELLIP HEIGHT- 415.48 (meters) (06/18/03) GPS OBS CJ2949 GEOID HEIGHT- -28.81 (meters) GEOID99 CJ2949 CJ2949 HORZ ORDER - FIRST CJ2949 ELLP ORDER - THIRD CLASS I CJ2949 CJ2949.The horizontal coordinates were established by GPS observations CJ2949.and adjusted by the MN DEPT OF TRANSP in June 2003. CJ2949 CJ2949.The orthometric height was determined by GPS observations and a CJ2949.high-resolution geoid model. CJ2949 CJ2949.The X, Y, and Z were computed from the position and the ellipsoidal ht. CJ2949 CJ2949.The Laplace correction was computed from DEFLEC99 derived deflections. CJ2949 CJ2949.The ellipsoidal height was determined by GPS observations CJ2949.and is referenced to NAD 83. CJ2949 CJ2949.The geoid height was determined by GEOID99. CJ2949 CJ2949; North East Units Scale Converg. CJ2949;SPC MN N - 147,501.316 854,456.536 MT 1.00002794 +0 31 47.9 CJ2949;UTM 15 - 5,197,012.981 546,820.760 MT 0.99962694 +0 26 57.3 CJ2949 CJ2949 SUPERSEDED SURVEY CONTROL CJ2949 CJ2949.No superseded survey control is available for this station. CJ2949 CJ2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4682197013(NAD 83) CJ2949_MARKER: DR = REFERENCE MARK DISK CJ2949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CJ2949_STAMPING: TWIG NO 1 1952 CJ2949_MARK LOGO: CGS CJ2949_MAGNETIC: O = OTHER; SEE DESCRIPTION CJ2949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CJ2949+STABILITY: SURFACE MOTION CJ2949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CJ2949+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 CJ2949 CJ2949 HISTORY - Date Condition Report By CJ2949 HISTORY - 1952 MONUMENTED CGS CJ2949 HISTORY - 19920817 GOOD MNDT CJ2949 HISTORY - 19990401 GOOD MNDT CJ2949 CJ2949 STATION DESCRIPTION CJ2949 CJ2949'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) CJ2949'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) NW OF TWIG, ON A LOW BUSHY CJ2949'KNOLL, IN THE SW 1/4 OF SECTION 4, T51N, R16W. TO REACH THE STATION CJ2949'FROM THE POST OFFICE IN TWIG, GO NW ON TH 53 FOR 1.5 MI (2.4 KM) TO A CJ2949'ROAD, TURN RIGHT AND GO 1.05 MI (1.69 KM) TO WHERE THE MAIN ROAD TURNS CJ2949'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.05 MI (0.08 KM) TO A FORK, TAKE CJ2949'THE RIGHT FORK AND FOLLOW A DIM TRACK ROAD FOR 0.15 MI (0.24 KM) TO CJ2949'THE HIGHEST POINT. THE MARK IS 95.47 FT (29.10 M) SW OF THE STATION CJ2949'MARK AND 1.7 FT (0.5 M) ESE OF A STEEL WITNESS POST. CJ2949 CJ2949 STATION RECOVERY (1999) CJ2949 CJ2949'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) CJ2949'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6516 *********************************************************************** DF6516 DESIGNATION - TYBACK DF6516 PID - DF6516 DF6516 STATE/COUNTY- MN/ST LOUIS DF6516 USGS QUAD - TWIG (1981) DF6516 DF6516 *CURRENT SURVEY CONTROL DF6516 ___________________________________________________________________ DF6516* NAD 83(1996)- 46 53 30.99862(N) 092 21 34.56626(W) ADJUSTED DF6516* NAVD 88 - 427.3 (meters) 1402. (feet) GPS OBS DF6516 ___________________________________________________________________ DF6516 X - -179,783.745 (meters) COMP DF6516 Y - -4,363,035.296 (meters) COMP DF6516 Z - 4,633,854.992 (meters) COMP DF6516 LAPLACE CORR- 4.13 (seconds) DEFLEC99 DF6516 ELLIP HEIGHT- 398.63 (meters) (06/18/03) GPS OBS DF6516 GEOID HEIGHT- -28.69 (meters) GEOID99 DF6516 DF6516 HORZ ORDER - FIRST DF6516 ELLP ORDER - THIRD CLASS I DF6516 DF6516.The horizontal coordinates were established by GPS observations DF6516.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6516 DF6516.The orthometric height was determined by GPS observations and a DF6516.high-resolution geoid model. DF6516 DF6516.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6516 DF6516.The Laplace correction was computed from DEFLEC99 derived deflections. DF6516 DF6516.The ellipsoidal height was determined by GPS observations DF6516.and is referenced to NAD 83. DF6516 DF6516.The geoid height was determined by GEOID99. DF6516 DF6516; North East Units Scale Converg. DF6516;SPC MN N - 143,845.040 856,426.392 MT 1.00003717 +0 32 55.7 DF6516;UTM 15 - 5,193,355.404 548,784.651 MT 0.99962925 +0 28 03.2 DF6516 DF6516 SUPERSEDED SURVEY CONTROL DF6516 DF6516.No superseded survey control is available for this station. DF6516 DF6516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4878593355(NAD 83) DF6516_MARKER: DH = HORIZONTAL CONTROL DISK DF6516_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6516_STAMPING: TYBACK 1992 DF6516_MARK LOGO: MNDT DF6516_PROJECTION: RECESSED 3 CENTIMETERS DF6516_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6516+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 DF6516_ROD/PIPE-DEPTH: 15.5 meters DF6516 DF6516 HISTORY - Date Condition Report By DF6516 HISTORY - 1992 MONUMENTED MNDT DF6516 HISTORY - 19990401 GOOD MNDT DF6516 DF6516 STATION DESCRIPTION DF6516 DF6516'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6516'THE STATION IS 1/4 MI SE OF TWIG, IN THE NW 1/4 OF SECTION 22, T51N, DF6516'R16W, 0.30 MI (0.48 KM) SE OF CO RD 7, AT TH 53 MP 17.55, 103.5 FT DF6516'(31.5 M) NE OF NB TH 53, 77 EAST OF FRONTAGE RD, 50.5 FT (15.4 M) ENE DF6516'OF CABLE MARKER, 105.1 FT (32.0 M) EAST OF A STOP SIGN, 3.4 FT (1.0 M) DF6516'NE OF A STEEL WITNESS POST. DF6516 DF6516 STATION RECOVERY (1999) DF6516 DF6516'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) DF6516'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ1872 *********************************************************************** SJ1872 DESIGNATION - U 338 SJ1872 PID - SJ1872 SJ1872 STATE/COUNTY- MN/ST LOUIS SJ1872 USGS QUAD - CENTRAL LAKES (1969) SJ1872 SJ1872 *CURRENT SURVEY CONTROL SJ1872 ___________________________________________________________________ SJ1872* NAD 83(1986)- 47 21 32. (N) 092 29 32. (W) SCALED SJ1872* NAVD 88 - 409.683 (meters) 1344.10 (feet) ADJUSTED SJ1872 ___________________________________________________________________ SJ1872 GEOID HEIGHT- -29.84 (meters) GEOID99 SJ1872 DYNAMIC HT - 409.726 (meters) 1344.24 (feet) COMP SJ1872 MODELED GRAV- 980,705.3 (mgal) NAVD 88 SJ1872 SJ1872 VERT ORDER - FIRST CLASS II SJ1872 SJ1872.The horizontal coordinates were scaled from a topographic map and have SJ1872.an estimated accuracy of +/- 6 seconds. SJ1872 SJ1872.The orthometric height was determined by differential leveling SJ1872.and adjusted by the National Geodetic Survey in June 1991. SJ1872 SJ1872.The geoid height was determined by GEOID99. SJ1872 SJ1872.The dynamic height is computed by dividing the NAVD 88 SJ1872.geopotential number by the normal gravity value computed on the SJ1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1872.degrees latitude (g = 980.6199 gals.). SJ1872 SJ1872.The modeled gravity was interpolated from observed gravity values. SJ1872 SJ1872; North East Units Estimated Accuracy SJ1872;SPC MN N - 195,670. 845,910. MT (+/- 180 meters Scaled) SJ1872 SJ1872 SUPERSEDED SURVEY CONTROL SJ1872 SJ1872.No superseded survey control is available for this station. SJ1872 SJ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN383451(NAD 83) SJ1872_MARKER: DB = BENCH MARK DISK SJ1872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) SJ1872_STAMPING: U 338 1978 SJ1872_MARK LOGO: NGS SJ1872_PROJECTION: PROJECTING 10 CENTIMETERS SJ1872_MAGNETIC: I = MARKER IS A STEEL ROD SJ1872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY SJ1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ1872+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992 SJ1872_ROD/PIPE-DEPTH: 9.75 meters SJ1872 SJ1872 HISTORY - Date Condition Report By SJ1872 HISTORY - 1978 MONUMENTED NGS SJ1872 HISTORY - 19920831 GOOD MNDT SJ1872 SJ1872 STATION DESCRIPTION SJ1872 SJ1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 SJ1872'13.0 MI SOUTH FROM VIRGINIA. SJ1872'13.0 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF U.S. SJ1872'HIGHWAY 169 IN VIRGINIA, 0.1 MILE NORTH OF THE T-JUNCTION OF COUNTY SJ1872'ROAD 16 LEADING EAST, IN THE CENTER OF A SMALL GRASSY CLEARING, SJ1872'110 FT. WEST OF THE WEST FACE OF A GREENHOUSE, 57 FT. EAST OF THE SJ1872'CENTERLINE OF HIGHWAY 53 NORTHBOUND, 20 FT. WEST OF THE EAST SJ1872'RIGHT-OF-WAY FENCE. DISK IS LEVEL WITH THE GROUND, ACCESS SJ1872'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG. SJ1872'THE MARK IS 1 FT S FROM A WITNESS POST. SJ1872'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. SJ1872 SJ1872 STATION RECOVERY (1992) SJ1872 SJ1872'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ1872'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AT SJ1872'TH 53 MP 52.75, AND R/W FENCE IS GONE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0136 *********************************************************************** RN0136 DESIGNATION - V 163 RESET 1966 RN0136 PID - RN0136 RN0136 STATE/COUNTY- MN/ST LOUIS RN0136 USGS QUAD - INDEPENDENCE (1981) RN0136 RN0136 *CURRENT SURVEY CONTROL RN0136 ___________________________________________________________________ RN0136* NAD 83(1986)- 46 58 32. (N) 092 28 13. (W) SCALED RN0136* NAVD 88 - 407.07 (+/-2cm) 1335.5 (feet) VERTCON RN0136 ___________________________________________________________________ RN0136 GEOID HEIGHT- -29.05 (meters) GEOID99 RN0136 RN0136 VERT ORDER - THIRD (See Below) RN0136 RN0136.The horizontal coordinates were scaled from a topographic map and have RN0136.an estimated accuracy of +/- 6 seconds. RN0136 RN0136.The NAVD 88 height was computed by applying the VERTCON shift value to RN0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) RN0136.The vertical order pertains to the superseded datum. RN0136 RN0136.The geoid height was determined by GEOID99. RN0136 RN0136; North East Units Estimated Accuracy RN0136;SPC MN N - 153,070. 847,920. MT (+/- 180 meters Scaled) RN0136 RN0136 SUPERSEDED SURVEY CONTROL RN0136 RN0136 NGVD 29 - 406.93 (m) 1335.1 (f) RESET 3 RN0136 RN0136.Superseded values are not recommended for survey control. RN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0136.See file dsdata.txt to determine how the superseded data were derived. RN0136 RN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN402025(NAD 83) RN0136_MARKER: DB = BENCH MARK DISK RN0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN0136_STAMPING: V 163 RESET 1966 RN0136_MARK LOGO: MNDT RN0136_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RN0136+STABILITY: SURFACE MOTION RN0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RN0136+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992 RN0136 RN0136 HISTORY - Date Condition Report By RN0136 HISTORY - 1966 MONUMENTED CGS RN0136 HISTORY - 1978 MARK NOT FOUND MNDT RN0136 HISTORY - 19920902 GOOD MNDT RN0136 RN0136 STATION DESCRIPTION RN0136 RN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 RN0136'4.3 MI S FROM CANYON. RN0136'4.3 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE GENERAL STORE AND POST RN0136'OFFICE AT CANYON, ST. LOUIS COUNTY, 1.2 MILES NORTH OF A ROAD JUNCTION RN0136'AT INDEPENDENCE, 150 YARDS SOUTHEAST OF THE JUNCTION OF A ROAD LEADING RN0136'SOUTH, AT THE SOUTH END OF A CURVE, 127 FEET SOUTHWEST FROM THE RN0136'CENTERLINE OF THE SOUTHBOUND LANE OF U.S. 53, 27 FEET EAST OF THE RN0136'CENTERLINE OF A TRACK ROAD, 3 FEET NORTH OF A TELEPHONE POLE, 2 FEET RN0136'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST RN0136'AND MARK PROJECTS 4 INCHES. RN0136 RN0136 STATION RECOVERY (1978) RN0136 RN0136'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 RN0136'MARK NOT FOUND. RN0136 RN0136 STATION RECOVERY (1992) RN0136 RN0136'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN0136'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. RN0136'THE MARK IS 4.3 MI (6.9 KM) SOUTH OF CANYON, 1.2 MI (1.9 KM) NORTH OF RN0136'RD JCT AT INDEPENDENCE, AT TH 53 MP 25.6, 127 FT (38.7 M) SW OF SB TH RN0136'53, 150 YARDS SE OF RD SOUTH, AT SOUTH END OF CURVE, 27 FT (8.2 M) RN0136'EAST OF TRACK RD, 2.0 FT (0.6 M) SOUTH OF WIT POST, STA WAS NOT FOUND RN0136'IN 1978. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ1873 *********************************************************************** SJ1873 DESIGNATION - V 338 SJ1873 PID - SJ1873 SJ1873 STATE/COUNTY- MN/ST LOUIS SJ1873 USGS QUAD - ZIM (1969) SJ1873 SJ1873 *CURRENT SURVEY CONTROL SJ1873 ___________________________________________________________________ SJ1873* NAD 83(1986)- 47 22 01. (N) 092 30 18. (W) SCALED SJ1873* NAVD 88 - 408.732 (meters) 1340.98 (feet) ADJUSTED SJ1873 ___________________________________________________________________ SJ1873 GEOID HEIGHT- -29.85 (meters) GEOID99 SJ1873 DYNAMIC HT - 408.772 (meters) 1341.11 (feet) COMP SJ1873 MODELED GRAV- 980,700.5 (mgal) NAVD 88 SJ1873 SJ1873 VERT ORDER - FIRST CLASS II SJ1873 SJ1873.The horizontal coordinates were scaled from a topographic map and have SJ1873.an estimated accuracy of +/- 6 seconds. SJ1873 SJ1873.The orthometric height was determined by differential leveling SJ1873.and adjusted by the National Geodetic Survey in June 1991. SJ1873 SJ1873.The geoid height was determined by GEOID99. SJ1873 SJ1873.The dynamic height is computed by dividing the NAVD 88 SJ1873.geopotential number by the normal gravity value computed on the SJ1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1873.degrees latitude (g = 980.6199 gals.). SJ1873 SJ1873.The modeled gravity was interpolated from observed gravity values. SJ1873 SJ1873; North East Units Estimated Accuracy SJ1873;SPC MN N - 196,550. 844,940. MT (+/- 180 meters Scaled) SJ1873 SJ1873 SUPERSEDED SURVEY CONTROL SJ1873 SJ1873.No superseded survey control is available for this station. SJ1873 SJ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN373460(NAD 83) SJ1873_MARKER: DB = BENCH MARK DISK SJ1873_SETTING: 38 = BRDG ABUT SJ1873_STAMPING: V 338 1978 SJ1873_MARK LOGO: NGS SJ1873_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SJ1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ1873+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992 SJ1873 SJ1873 HISTORY - Date Condition Report By SJ1873 HISTORY - 1978 MONUMENTED NGS SJ1873 HISTORY - 1978 GOOD NGS SJ1873 HISTORY - 19920831 GOOD MNDT SJ1873 SJ1873 STATION DESCRIPTION SJ1873 SJ1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 SJ1873'12.1 MI SOUTH FROM VIRGINIA. SJ1873'12.1 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF U.S. SJ1873'HIGHWAY 169 IN VIRGINIA, IN THE TOP OF AND 1 FT. WEST OF THE EAST END SJ1873'OF THE SOUTH ABUTMENT OF A BRIDGE OVER THE ST. LOUIS RIVER, 0.35 SJ1873'MILE SOUTH OF THE T-JUNCTION OF COUNTY ROAD 16 AND MILEPOST 54, 18 SJ1873'FT. EAST OF THE CENTERLINE OF HIGHWAY 53 SOUTHBOUND. SJ1873'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. SJ1873 SJ1873 STATION RECOVERY (1992) SJ1873 SJ1873'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ1873'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AT SJ1873'TH 53 MP 53.65. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0325 *********************************************************************** SJ0325 DESIGNATION - VIRGETH SJ0325 PID - SJ0325 SJ0325 STATE/COUNTY- MN/ST LOUIS SJ0325 USGS QUAD - EVELETH (1983) SJ0325 SJ0325 *CURRENT SURVEY CONTROL SJ0325 ___________________________________________________________________ SJ0325* NAD 83(1996)- 47 25 39.94913(N) 092 30 22.19972(W) ADJUSTED SJ0325* NAVD 88 - 421.8 (meters) 1384. (feet) GPS OBS SJ0325 ___________________________________________________________________ SJ0325 X - -189,033.685 (meters) COMP SJ0325 Y - -4,318,916.429 (meters) COMP SJ0325 Z - 4,674,356.763 (meters) COMP SJ0325 LAPLACE CORR- 0.64 (seconds) DEFLEC99 SJ0325 ELLIP HEIGHT- 391.85 (meters) (06/18/03) GPS OBS SJ0325 GEOID HEIGHT- -29.94 (meters) GEOID99 SJ0325 SJ0325 HORZ ORDER - FIRST SJ0325 VERT ORDER - THIRD (See Below) SJ0325 ELLP ORDER - THIRD CLASS I SJ0325 SJ0325.This mark is at Eveleth-Virginia Mun Airport (EVM) SJ0325 SJ0325.The horizontal coordinates were established by GPS observations SJ0325.and adjusted by the MN DEPT OF TRANSP in June 2003. SJ0325 SJ0325.The orthometric height was determined by GPS observations and a SJ0325.high-resolution geoid model. SJ0325.The vertical order pertains to the superseded datum. SJ0325 SJ0325.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ0325 SJ0325.The Laplace correction was computed from DEFLEC99 derived deflections. SJ0325 SJ0325.The ellipsoidal height was determined by GPS observations SJ0325.and is referenced to NAD 83. SJ0325 SJ0325.The geoid height was determined by GEOID99. SJ0325 SJ0325; North East Units Scale Converg. SJ0325;SPC MN N - 203,314.602 844,799.195 MT 0.99992798 +0 26 24.6 SJ0325;UTM 15 - 5,252,819.914 537,243.235 MT 0.99961705 +0 21 49.2 SJ0325 SJ0325: Primary Azimuth Mark Grid Az SJ0325:SPC MN N - VIRGETH AZ MK 204 10 00.8 SJ0325:UTM 15 - VIRGETH AZ MK 204 14 36.2 SJ0325 SJ0325|---------------------------------------------------------------------| SJ0325| PID Reference Object Distance Geod. Az | SJ0325| dddmmss.s | SJ0325| SJ0327 VIRGETH RM 2 23.137 METERS 00120 | SJ0325| SJ2292 EVELPORT 494.954 METERS 2040515.9 | SJ0325| CJ2975 VIRGETH AZ MK 2043625.4 | SJ0325| SJ0326 VIRGETH RM 1 26.840 METERS 21805 | SJ0325| SJ2179 VIRGINIA RADIO STA WEVE MAST APPROX. 6.3 KM 3421215.6 | SJ0325| SJ2176 VIRGINIA S MUNICIPAL TANK OF 2 APPROX. 7.1 KM 3490006.8 | SJ0325|---------------------------------------------------------------------| SJ0325 SJ0325 SUPERSEDED SURVEY CONTROL SJ0325 SJ0325 NAD 83(1996)- 47 25 39.94935(N) 092 30 22.19945(W) AD( ) 3 SJ0325 ELLIP HT - 391.88 (m) (03/16/99) GP( ) 4 1 SJ0325 NAD 83(1986)- 47 25 39.94973(N) 092 30 22.20508(W) AD( ) 3 SJ0325 NAD 27 - 47 25 40.20400(N) 092 30 21.53300(W) AD( ) 3 SJ0325 NGVD 29 - 421.56 (m) 1383.1 (f) RESET 3 SJ0325 SJ0325.Superseded values are not recommended for survey control. SJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0325.See file dsdata.txt to determine how the superseded data were derived. SJ0325 SJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3724352820(NAD 83) SJ0325_MARKER: DS = TRIANGULATION STATION DISK SJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0325_STAMPING: VIRGETH 1952 SJ0325_MARK LOGO: CGS SJ0325_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0325+STABILITY: SURFACE MOTION SJ0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0325+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 SJ0325 SJ0325 HISTORY - Date Condition Report By SJ0325 HISTORY - 1952 MONUMENTED CGS SJ0325 HISTORY - 1968 GOOD NGS SJ0325 HISTORY - 1976 GOOD MNDT SJ0325 HISTORY - 19890901 GOOD NGS SJ0325 HISTORY - 19900520 GOOD MNDT SJ0325 HISTORY - 19920817 GOOD MNDT SJ0325 HISTORY - 19990401 GOOD MNDT SJ0325 SJ0325 STATION DESCRIPTION SJ0325 SJ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ) SJ0325'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHEAST OF EVELETH AND SJ0325'AT THE EVELETH AND VIRGINIA AIRPORT. IT IS 83 FEET EAST OF THE SJ0325'CENTERLINE OF HIGHWAY 53 AND 23 FEET EAST OF A WITNESS POST WHICH SJ0325'IS SET IN THE RIGHT-OF-WAY FENCE. THE MARK IS FLUSH WITH THE SJ0325'SURFACE OF THE GROUND AND THE DISK IS STAMPED VIRGETH 1952. SJ0325' SJ0325'REFERENCE MARK NO. 1 IS 75 FEET EAST OF THE CENTERLINE OF HIGHWAY SJ0325'53 AND 53 FEET NORTHWEST OF A POWERLINE POLE LEADING TO, THE SJ0325'AIRPORT. THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED VIRGETH SJ0325'NO 1 1952. SJ0325' SJ0325'REFERENCE MARK NO. 2 IS 91 FEET SOUTH OF THE CENTERLINE OF THE SJ0325'ENTRANCE TO THE AIRPORT, 75 FEET EAST OF THE CENTERLINE OF SJ0325'HIGHWAY 53 AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE. THE MARK SJ0325'PROJECTS 6 INCHES AND THE DISK IS STAMPED VIRGETH NO 2 1952. SJ0325' SJ0325'AZIMUTH MARK IS 77 FEET EAST OF THE CENTERLINE OF HIGHWAY 53, 24 SJ0325'FEET SOUTH OF THE SOUTH POST OF A GATE, 3 FOOT EAST OF THE SJ0325'RIGHT-OF-WAY FENCE AND 3 FEET EAST OF A WITNESS POST. THE MARK SJ0325'PROJECTS 6 INCHES AND THE DISK IS STAMPED VIRGETH 1952. SJ0325' SJ0325'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 53 AND STATE HIGHWAY SJ0325'37, ABOUT 1 MILE EAST OF EVELETH, GO SOUTH ON HIGHWAY 53 FOR 2.6 SJ0325'MILES TO THE ENTRANCE TO THE EVELETH AND VIRGINIA AIRPORT AND THE SJ0325'STATION AS DESCRIBED. SJ0325' SJ0325'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY SJ0325'FOR 0.2 MILE TO A GATE ON THE LEFT AND THE MARK AS DESCRIBED. SJ0325' SJ0325'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS. SJ0325 SJ0325 STATION RECOVERY (1968) SJ0325 SJ0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 SJ0325'2.75 MI SE FROM EVELETH. SJ0325'ABOUT 2.75 MILES SOUTHEAST OF EVELETH AND AT THE EVELETH-VIRGINIA SJ0325'AIRPORT. 83 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD AND 28 SJ0325'FEET EAST OF WITNESS POST IN FENCELINE. THE MARK IS FLUSH WITH THE SJ0325'GROUND. SJ0325 SJ0325 STATION RECOVERY (1976) SJ0325 SJ0325'RECOVERY NOTE BY MN DEPT OF TRANSP 1976 (DKH) SJ0325'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD SJ0325'CONDITION AS DESCRIBED. SJ0325' SJ0325'ADDITIONS AND CORRECTIONS TO THE DESCRIPTION FOLLOW-- SJ0325' SJ0325'THE STATION MARK IS 100.7 FEET EAST OF THE CENTERLINE OF COUNTY SJ0325'ROAD 132, 120.3 FEET NORTH-NORTHWEST OF A POWER POLE, AND 26.0 SJ0325'FEET EAST OF A WITNESS POST WHICH IS SET IN THE RIGHT-OF-WAY FENCE. SJ0325' SJ0325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN SJ0325'2-3/4 MILES SOUTHEAST OF EVELETH. SJ0325 SJ0325 STATION RECOVERY (1989) SJ0325 SJ0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 SJ0325'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) SOUTHEAST OF EVELETH, AT SJ0325'THE ENTRANCE DRIVE TO THE EVELETH-VIRGINIA AIRPORT. OWNERSHIP--ST SJ0325'LOUIS COUNTY. SJ0325'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 53 AND COUNTY SJ0325'ROAD 132 ABOUT 1.6 KM (1.00 MI) SOUTH OF EVELETH, GO SOUTH ON COUNTY SJ0325'ROAD 132 FOR 2.74 KM (1.70 MI) TO THE AIRPORT ENTRANCE ROAD ON THE SJ0325'LEFT. TURN LEFT AND GO EAST FOR 30.47 M (100.0 FT) TO THE STATION ON SJ0325'THE RIGHT. SJ0325'THE STATION IS SET 36.7 M (120.4 FT) NORTH-NORTHWEST OF A UTILITY SJ0325'POLE, 30.7 M (100.7 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 132, 7.9 SJ0325'M (25.9 FT) EAST OF A METAL WITNESS POST AND RECESSED ABOUT 5 CM. SJ0325'DESCRIBED BY R.D.BALL. SJ0325 SJ0325 STATION RECOVERY (1990) SJ0325 SJ0325'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (DKH) SJ0325'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DISTANCE BETWEEN THE SJ0325'STATION AND RM 1 IS OFF BY 0.07 FT (2.13 CM) FROM THE LAST TIME IT WAS SJ0325'MEASURED, THE DISTANCE BETWEEN THE STATION AND RM 2 IS OFF BY 0.01 SJ0325'FROM THE LAST TIME THEY WERE MEASURED. THE DISTANCE BETWEEN RM 1 AND SJ0325'RM 2 MEASURES TO BE 155.71 FT. A NEW TO REACH AND LOCAL TIES FOLLOW. SJ0325'TO REACH THE STATION FROM THE JCT OF TH 37 AND TH 53 ON THE SOUTH EDGE SJ0325'OF EVELETH, GO 0.85 MI (1.37 KM) SOUTH ALONG TH 53 AND TH 37, TURN SJ0325'LEFT AND GO 1.8 MI (2.9 KM) SOUTH ON CO RD 132. THE STATION, A SJ0325'STANDARD DISK STAMPED---VIRGETH 1952--- SET IN A 12 INCH ROUND SJ0325'CONCRETE MONUMENT IS 101.5 FT (30.9 M) EAST OF THE CENTER OF CO RD SJ0325'132, 126.5 FT (38.6 M) SOUTH OF THE CENTER OF THE ROAD TO THE AIRPORT, SJ0325'133.2 FT (40.6 M) NNE OF A P-POLE, 120.4 FT (36.7 M) NORTH OF A SJ0325'P-POLE, 82.4 FT (25.1 M) SOUTH OF A LIGHT POLE, 25.7 FT (7.8 M) EAST SJ0325'OF A STEEL WITNESS POST AND 0.1 FT (3.0 CM) BELOW THE SURFACE OF THE SJ0325'GROUND. REFERENCE MARK 1, A STANDARD DISK STAMPED---VIRGETH NO 1 SJ0325'1952--- SET IN A 12 INCH ROUND CONCRETE MONUMENT IS 75.5 FT (23.0 M) SJ0325'EAST OF THE CENTER OF CO RD 132, 53.3 FT (16.2 M) NW OF A P-POLE, 45.2 SJ0325'FT (13.8 M) NNE OF A P-POLE, 82.0 FT (25.0 M) SOUTH OF A STEEL WITNESS SJ0325'POST, AND 0.1 FT (3.0 CM) ABOVE THE SURFACE OF THE GROUND. REFERENCE SJ0325'MARK 2, A STANDARD DISK STAMPED---VIRGETH NO 2 1952--- SET IN A 12 SJ0325'INCH ROUND CONCRETE MONUMENT IS 76.0 FT (23.2 M) EAST OF THE CENTER OF SJ0325'CO RD 132, 36.0 FT (11.0 M) SOUTH OF THE CENTER OF THE ROAD TO THE SJ0325'AIRPORT, 20.2 FT (6.2 M) SW OF A LIGHT POLE, 73.8 FT (22.5 M) NORTH OF SJ0325'A STEEL WITNESS POST, AND 0.1 FT (3.0 CM) BELOW THE SURFACE OF THE SJ0325'GROUND. THE AZIMUTH MARK, A STANDARD DISK STAMPED---VIRGETH 1952--- SJ0325'SET IN A 12 INCH ROUND CONCRETE MONUMENT IS 78.0 FT (23.8 M) EAST OF SJ0325'THE CENTER OF CO RD 132, 6.7 FT (2.0 M) ESE OF A CABLE MARKER, 1.4 FT SJ0325'(0.4 M) WEST OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND. SJ0325 SJ0325 STATION RECOVERY (1992) SJ0325 SJ0325'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH) SJ0325'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. SJ0325 SJ0325 STATION RECOVERY (1999) SJ0325 SJ0325'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) SJ0325'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0373 *********************************************************************** SJ0373 DESIGNATION - W 276 SJ0373 PID - SJ0373 SJ0373 STATE/COUNTY- MN/ST LOUIS SJ0373 USGS QUAD - BUHL (1983) SJ0373 SJ0373 *CURRENT SURVEY CONTROL SJ0373 ___________________________________________________________________ SJ0373* NAD 83(1986)- 47 22 51. (N) 092 48 39. (W) SCALED SJ0373* NAVD 88 - 407.729 (meters) 1337.69 (feet) ADJUSTED SJ0373 ___________________________________________________________________ SJ0373 GEOID HEIGHT- -29.97 (meters) GEOID99 SJ0373 DYNAMIC HT - 407.767 (meters) 1337.82 (feet) COMP SJ0373 MODELED GRAV- 980,693.8 (mgal) NAVD 88 SJ0373 SJ0373 VERT ORDER - SECOND CLASS 0 SJ0373 SJ0373.The horizontal coordinates were scaled from a topographic map and have SJ0373.an estimated accuracy of +/- 6 seconds. SJ0373 SJ0373.The orthometric height was determined by differential leveling SJ0373.and adjusted by the National Geodetic Survey in June 1991. SJ0373 SJ0373.The geoid height was determined by GEOID99. SJ0373 SJ0373.The dynamic height is computed by dividing the NAVD 88 SJ0373.geopotential number by the normal gravity value computed on the SJ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0373.degrees latitude (g = 980.6199 gals.). SJ0373 SJ0373.The modeled gravity was interpolated from observed gravity values. SJ0373 SJ0373; North East Units Estimated Accuracy SJ0373;SPC MN N - 197,970. 821,840. MT (+/- 180 meters Scaled) SJ0373 SJ0373 SUPERSEDED SURVEY CONTROL SJ0373 SJ0373 NGVD 29 - 407.489 (m) 1336.90 (f) ADJ UNCH 2 0 SJ0373 SJ0373.Superseded values are not recommended for survey control. SJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0373.See file dsdata.txt to determine how the superseded data were derived. SJ0373 SJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN142475(NAD 83) SJ0373_MARKER: DB = BENCH MARK DISK SJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0373_STAMPING: W 276 1948 SJ0373_MARK LOGO: CGS SJ0373_MAGNETIC: N = NO MAGNETIC MATERIAL SJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0373+STABILITY: SURFACE MOTION SJ0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ0373+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990 SJ0373 SJ0373 HISTORY - Date Condition Report By SJ0373 HISTORY - 1948 MONUMENTED CGS SJ0373 HISTORY - 19900515 GOOD MNDT SJ0373 SJ0373 STATION DESCRIPTION SJ0373 SJ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ0373'5.8 MI N FROM LITTLE SWAN. SJ0373'ABOUT 5.8 MILES NORTH ALONG COUNTY HIGHWAY 5 FROM THE CO-OP STORE AND SJ0373'CROSSROADS AT LITTLE SWAN, ABOUT 0.8 MILE SOUTH OF THE JUNCTION OF SJ0373'HIGHWAY 61, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF A ROAD WEST, 32 SJ0373'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 112 FEET SOUTH OF THE SJ0373'WEST END OF A 30-INCH CORRUGATED PIPE CULVERT UNDER HIGHWAY, 72 YARDS SJ0373'NORTH OF THE JUNCTION OF A DRIVE WAY LEADING EAST TO A FARM HOUSE, 1 SJ0373'FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS SJ0373'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE SJ0373'POST PROJECTING 4 INCHES. SJ0373 SJ0373 STATION RECOVERY (1990) SJ0373 SJ0373'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) SJ0373'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0373'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 25, T57N, R20W, ABOUT 7.5 SJ0373'MILES (12.1 KM) SE OF HIBBING. TO REACH THE MARK FROM THE JUNCTION OF SJ0373'TH 169 AND TH 37 SOUTH OF HIBBING, GO EAST 5.55 MILES (8.93 KM) ALONG SJ0373'TH 37 TO COUNTY RD 5, TURN RIGHT AND GO 0.80 MILE. (1.29 KM) THE MARK SJ0373'IS 32.9 FT (10.0 M) WEST OF THE CENTER OF COUNTY RD 5, 64.7 FT (19.7 SJ0373'M) WNW OF A POWER POLE, 1.0 FT (0.3 M) EAST OF A STEEL WITNESS POST, SJ0373'AND IS ABOUT 4 FT (1.2 M) BELOW THE LEVEL OF COUNTY RD 5. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ1874 *********************************************************************** SJ1874 DESIGNATION - W 338 SJ1874 PID - SJ1874 SJ1874 STATE/COUNTY- MN/ST LOUIS SJ1874 USGS QUAD - EVELETH (1983) SJ1874 SJ1874 *CURRENT SURVEY CONTROL SJ1874 ___________________________________________________________________ SJ1874* NAD 83(1986)- 47 22 40. (N) 092 30 48. (W) SCALED SJ1874* NAVD 88 - 413.291 (meters) 1355.94 (feet) ADJUSTED SJ1874 ___________________________________________________________________ SJ1874 GEOID HEIGHT- -29.86 (meters) GEOID99 SJ1874 DYNAMIC HT - 413.333 (meters) 1356.08 (feet) COMP SJ1874 MODELED GRAV- 980,701.8 (mgal) NAVD 88 SJ1874 SJ1874 VERT ORDER - FIRST CLASS II SJ1874 SJ1874.The horizontal coordinates were scaled from a topographic map and have SJ1874.an estimated accuracy of +/- 6 seconds. SJ1874 SJ1874.The orthometric height was determined by differential leveling SJ1874.and adjusted by the National Geodetic Survey in June 1991. SJ1874 SJ1874.The geoid height was determined by GEOID99. SJ1874 SJ1874.The dynamic height is computed by dividing the NAVD 88 SJ1874.geopotential number by the normal gravity value computed on the SJ1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1874.degrees latitude (g = 980.6199 gals.). SJ1874 SJ1874.The modeled gravity was interpolated from observed gravity values. SJ1874 SJ1874; North East Units Estimated Accuracy SJ1874;SPC MN N - 197,750. 844,300. MT (+/- 180 meters Scaled) SJ1874 SJ1874 SUPERSEDED SURVEY CONTROL SJ1874 SJ1874.No superseded survey control is available for this station. SJ1874 SJ1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN367472(NAD 83) SJ1874_MARKER: DB = BENCH MARK DISK SJ1874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) SJ1874_STAMPING: W 338 1978 SJ1874_MARK LOGO: NGS SJ1874_PROJECTION: FLUSH SJ1874_MAGNETIC: I = MARKER IS A STEEL ROD SJ1874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SJ1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1874+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992 SJ1874_ROD/PIPE-DEPTH: 15.2 meters SJ1874 SJ1874 HISTORY - Date Condition Report By SJ1874 HISTORY - 1978 MONUMENTED NGS SJ1874 HISTORY - 19920831 GOOD MNDT SJ1874 SJ1874 STATION DESCRIPTION SJ1874 SJ1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 SJ1874'11.3 MI SOUTH FROM VIRGINIA. SJ1874'11.3 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF U.S. SJ1874'HIGHWAY 169 IN VIRGINIA, 0.5 MILE NORTH OF THE T-JUNCTION OF COUNTY SJ1874'ROAD 16 LEADING WEST, AT A GRAVEL ROAD LEADING EAST INTO THE SJ1874'FAYAL TOWNSHIP STATE GAME REFUGE, 45 FT. EAST OF THE CENTERLINE SJ1874'OF HIGHWAY 53 NORTHBOUND, 25 FT. NORTH OF THE CENTER OF THE SJ1874'GRAVEL ROAD, 2 FT. EAST OF A MINNESOTA STATE BENCH MARK. SJ1874'DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A SJ1874'4-INCH PLASTIC SCREW PLUG. SJ1874'THE MARK IS 1 FT E FROM A WITNESS POST. SJ1874 SJ1874 STATION RECOVERY (1992) SJ1874 SJ1874'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ1874'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AT SJ1874'TH 53 MP 54.4. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC5029 *********************************************************************** AC5029 CBN - This is a Cooperative Base Network Control Station. AC5029 DESIGNATION - WEGS AC5029 PID - AC5029 AC5029 STATE/COUNTY- MN/ST LOUIS AC5029 USGS QUAD - CANYON (1976) AC5029 AC5029 *CURRENT SURVEY CONTROL AC5029 ___________________________________________________________________ AC5029* NAD 83(1996)- 47 01 29.82910(N) 092 28 13.79433(W) ADJUSTED AC5029* NAVD 88 - 407.3 (meters) 1336. (feet) GPS OBS AC5029 ___________________________________________________________________ AC5029 X - -187,761.650 (meters) COMP AC5029 Y - -4,351,867.674 (meters) COMP AC5029 Z - 4,643,932.869 (meters) COMP AC5029 LAPLACE CORR- 2.66 (seconds) DEFLEC99 AC5029 ELLIP HEIGHT- 378.13 (meters) (01/15/97) GPS OBS AC5029 GEOID HEIGHT- -29.20 (meters) GEOID99 AC5029 AC5029 HORZ ORDER - B AC5029 ELLP ORDER - FOURTH CLASS I AC5029 AC5029.The horizontal coordinates were established by GPS observations AC5029.and adjusted by the National Geodetic Survey in January 1997. AC5029 AC5029.The orthometric height was determined by GPS observations and a AC5029.high-resolution geoid model. AC5029 AC5029.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5029 AC5029.The Laplace correction was computed from DEFLEC99 derived deflections. AC5029 AC5029.The ellipsoidal height was determined by GPS observations AC5029.and is referenced to NAD 83. AC5029 AC5029.The geoid height was determined by GEOID99. AC5029 AC5029; North East Units Scale Converg. AC5029;SPC MN N - 158,556.499 847,854.645 MT 1.00000204 +0 27 59.8 AC5029;UTM 15 - 5,208,073.034 540,236.877 MT 0.99961990 +0 23 14.7 AC5029 AC5029 SUPERSEDED SURVEY CONTROL AC5029 AC5029.No superseded survey control is available for this station. AC5029 AC5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN4023708073(NAD 83) AC5029_MARKER: DH = HORIZONTAL CONTROL DISK AC5029_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AC5029+WITH SETTING: INFORMATION. AC5029_STAMPING: WEGS 1992 AC5029_MARK LOGO: MNDT AC5029_PROJECTION: RECESSED 3 CENTIMETERS AC5029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC5029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5029+STABILITY: SURFACE MOTION AC5029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5029+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999 AC5029_ROD/PIPE-DEPTH: 1.2 meters AC5029 AC5029 HISTORY - Date Condition Report By AC5029 HISTORY - 1992 MONUMENTED MNDT AC5029 HISTORY - 19950727 GOOD MNDT AC5029 HISTORY - 19990401 GOOD MNDT AC5029 AC5029 STATION DESCRIPTION AC5029 AC5029'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) AC5029'THE STATION IS LOCATED ABOUT 4-3/4 MI NORTH OF INDEPENDENCE, IN THE NW AC5029'1/4 OF SECTION 2, T52N, R17W. THE STATION IS 1.0 MI (1.6 KM) SOUTH OF AC5029'CO RD 152 IN CANYON, AT TH 53 MP 29.0. THE STATION IS 75.3 FT (23.0 AC5029'M) EAST OF THE CENTER OF THE NB LANE OF TH 53, 4.7 FT (1.4 M) SSW OF A AC5029'R/W POST, 66.7 FT (20.3 M) SSW OF A P-POLE, 111.7 FT (34.0 M) SOUTH OF AC5029'A TEL CABLE MARKER, 130.7 FT (39.8 M) NNW OF A FENCE COR, 59.8 FT AC5029'(18.2 M) SE OF THE MP 29 SIGN POST, 2.5 FT (0.8 M) WEST OF A STEEL AC5029'WITNESS POST, AND 1 INCH BELOW THE SURFACE OF THE GROUND, ROD DRIVEN AC5029'TO REFUSAL. AC5029 AC5029 STATION RECOVERY (1995) AC5029 AC5029'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) AC5029'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1 AC5029'MI (1.6 KM) SOUTH OF THE TOWN OF CANYON IN THE NW 1/4 OF SECTION 2, AC5029'T52N, R17W. TO REACH THE MARK FROM THE JCT OF TH 53 AND CO RD 152 IN AC5029'CANYON, GO NORTH ON TH 53 TO TH 53 MP 29.0 AND THE MARK ON THE RIGHT. AC5029'THE MARK, A DISK SET ON A 4 FT (1.2 M) LONG DRIVEN ALUMINUM ROD, IS AC5029'75.3 FT (23.0 M) EAST OF NB TH 53, 4.7 FT (1.4 M) SSW OF A R/W POST, AC5029'66.7 FT (20.3 M) SSW OF A P-POLE, 111.7 FT (34.0 M) SOUTH OF A TEL AC5029'CABLE MARKER, 130.7 FT (39.8 M) NNW OF A FENCE COR, 59.8 FT (18.2 M) AC5029'SE OF MILEPOST 29 SIGN POST, AND 2.5 FT (0.8 M) WEST OF A WIT POST. AC5029'RECOVERED AND DESCRIBED BY DAVID K. HERDER, TYPED BY G.W.O. AC5029 AC5029 STATION RECOVERY (1999) AC5029 AC5029'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) AC5029'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED RECESSED 1.0 AC5029'INCHES, MAGNETIC, SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6500 *********************************************************************** DF6500 DESIGNATION - WOODTICK DF6500 PID - DF6500 DF6500 STATE/COUNTY- MN/ST LOUIS DF6500 USGS QUAD - CENTRAL LAKES (1969) DF6500 DF6500 *CURRENT SURVEY CONTROL DF6500 ___________________________________________________________________ DF6500* NAD 83(1996)- 47 20 53.54657(N) 092 28 23.65947(W) ADJUSTED DF6500* NAVD 88 - 413.6 (meters) 1357. (feet) GPS OBS DF6500 ___________________________________________________________________ DF6500 X - -186,832.258 (meters) COMP DF6500 Y - -4,325,522.692 (meters) COMP DF6500 Z - 4,668,362.153 (meters) COMP DF6500 LAPLACE CORR- 0.19 (seconds) DEFLEC99 DF6500 ELLIP HEIGHT- 383.76 (meters) (06/18/03) GPS OBS DF6500 GEOID HEIGHT- -29.84 (meters) GEOID99 DF6500 DF6500 HORZ ORDER - FIRST DF6500 ELLP ORDER - THIRD CLASS I DF6500 DF6500.The horizontal coordinates were established by GPS observations DF6500.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6500 DF6500.The orthometric height was determined by GPS observations and a DF6500.high-resolution geoid model. DF6500 DF6500.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6500 DF6500.The Laplace correction was computed from DEFLEC99 derived deflections. DF6500 DF6500.The ellipsoidal height was determined by GPS observations DF6500.and is referenced to NAD 83. DF6500 DF6500.The geoid height was determined by GEOID99. DF6500 DF6500; North East Units Scale Converg. DF6500;SPC MN N - 194,490.157 847,354.952 MT 0.99993874 +0 27 52.4 DF6500;UTM 15 - 5,243,994.831 539,786.359 MT 0.99961945 +0 23 14.7 DF6500 DF6500 SUPERSEDED SURVEY CONTROL DF6500 DF6500.No superseded survey control is available for this station. DF6500 DF6500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3978643995(NAD 83) DF6500_MARKER: DH = HORIZONTAL CONTROL DISK DF6500_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6500_STAMPING: WOODTICK 1992 DF6500_MARK LOGO: MNDT DF6500_PROJECTION: RECESSED 8 CENTIMETERS DF6500_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6500+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 DF6500_ROD/PIPE-DEPTH: 16.8 meters DF6500 DF6500 HISTORY - Date Condition Report By DF6500 HISTORY - 1992 MONUMENTED MNDT DF6500 HISTORY - 20000401 GOOD MNDT DF6500 DF6500 STATION DESCRIPTION DF6500 DF6500'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF6500'THE STATION IS 9 MI (14.5 KM) SOUTH OF EVELETH, IN THE SE 1/4 OF DF6500'SECTION 10, T56N, R17W, AT TH 53 MP 51.60, 4.2 MI (6.8 KM) SOUTH OF TH DF6500'37, 95 FT (29.0 M) NE OF NB TH 53, 62 FT (18.9 M) SE OF FRONTAGE RD, DF6500'70 FT (21.3 M) SW OF FRONTAGE RD, 151.2 FT (46.1 M) NW OF P-POLE AND DF6500'3.1 FT (0.9 M) SE OF A STEEL WITNESS POST. DF6500 DF6500 STATION RECOVERY (2000) DF6500 DF6500'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6500'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0139 *********************************************************************** RN0139 DESIGNATION - X 163 RN0139 PID - RN0139 RN0139 STATE/COUNTY- MN/ST LOUIS RN0139 USGS QUAD - INDEPENDENCE (1981) RN0139 RN0139 *CURRENT SURVEY CONTROL RN0139 ___________________________________________________________________ RN0139* NAD 83(1986)- 46 56 52. (N) 092 26 46. (W) SCALED RN0139* NAVD 88 - 419.149 (meters) 1375.16 (feet) ADJUSTED RN0139 ___________________________________________________________________ RN0139 GEOID HEIGHT- -28.95 (meters) GEOID99 RN0139 DYNAMIC HT - 419.175 (meters) 1375.24 (feet) COMP RN0139 MODELED GRAV- 980,664.0 (mgal) NAVD 88 RN0139 RN0139 VERT ORDER - SECOND CLASS 0 RN0139 RN0139.The horizontal coordinates were scaled from a topographic map and have RN0139.an estimated accuracy of +/- 6 seconds. RN0139 RN0139.The orthometric height was determined by differential leveling RN0139.and adjusted by the National Geodetic Survey in June 1991. RN0139 RN0139.The geoid height was determined by GEOID99. RN0139 RN0139.The dynamic height is computed by dividing the NAVD 88 RN0139.geopotential number by the normal gravity value computed on the RN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN0139.degrees latitude (g = 980.6199 gals.). RN0139 RN0139.The modeled gravity was interpolated from observed gravity values. RN0139 RN0139; North East Units Estimated Accuracy RN0139;SPC MN N - 149,990. 849,780. MT (+/- 180 meters Scaled) RN0139 RN0139 SUPERSEDED SURVEY CONTROL RN0139 RN0139 NGVD 29 - 419.010 (m) 1374.70 (f) ADJ UNCH 2 0 RN0139 RN0139.Superseded values are not recommended for survey control. RN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0139.See file dsdata.txt to determine how the superseded data were derived. RN0139 RN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM421995(NAD 83) RN0139_MARKER: DB = BENCH MARK DISK RN0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN0139_STAMPING: X 163 1935 RN0139_MARK LOGO: CGS RN0139_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RN0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RN0139+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992 RN0139 RN0139 HISTORY - Date Condition Report By RN0139 HISTORY - 1935 MONUMENTED CGS RN0139 HISTORY - 1978 GOOD MNDT RN0139 HISTORY - 19920902 GOOD MNDT RN0139 RN0139 STATION DESCRIPTION RN0139 RN0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 RN0139'6.6 MI S FROM CANYON. RN0139'ALONG U.S. HIGHWAY NO. 53, 0.9 MILE SE. OF CLOQUET RIVER AND 100 YDS. RN0139'SE. OF TOP OF HILL. MARK IS 16 YDS. SW. OF CENTERLINE OF PAVEMENT, RN0139'AND 5 YDS. SW. OF SECOND TRANSMISSION POLE E. OF HIGH POINT OF ROAD. RN0139 RN0139 STATION RECOVERY (1978) RN0139 RN0139'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 RN0139'RECOVERED IN GOOD CONDITION. RN0139 RN0139 STATION RECOVERY (1992) RN0139 RN0139'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) RN0139'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS RN0139'1.5 FT (0.5 M) SE OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ0367 *********************************************************************** SJ0367 DESIGNATION - X 276 SJ0367 PID - SJ0367 SJ0367 STATE/COUNTY- MN/ST LOUIS SJ0367 USGS QUAD - BUHL (1983) SJ0367 SJ0367 *CURRENT SURVEY CONTROL SJ0367 ___________________________________________________________________ SJ0367* NAD 83(1996)- 47 23 34.73677(N) 092 48 35.74386(W) ADJUSTED SJ0367* NAVD 88 - 411.898 (meters) 1351.37 (feet) ADJUSTED SJ0367 ___________________________________________________________________ SJ0367 X - -212,067.554 (meters) COMP SJ0367 Y - -4,320,690.498 (meters) COMP SJ0367 Z - 4,671,732.373 (meters) COMP SJ0367 LAPLACE CORR- 0.32 (seconds) DEFLEC99 SJ0367 ELLIP HEIGHT- 381.92 (meters) (05/24/02) GPS OBS SJ0367 GEOID HEIGHT- -30.00 (meters) GEOID99 SJ0367 DYNAMIC HT - 411.936 (meters) 1351.49 (feet) COMP SJ0367 MODELED GRAV- 980,693.5 (mgal) NAVD 88 SJ0367 SJ0367 HORZ ORDER - B SJ0367 VERT ORDER - SECOND CLASS 0 SJ0367 ELLP ORDER - FIRST CLASS I SJ0367 SJ0367.The horizontal coordinates were established by GPS observations SJ0367.and adjusted by the National Geodetic Survey in May 2002. SJ0367 SJ0367.The orthometric height was determined by differential leveling SJ0367.and adjusted by the National Geodetic Survey in June 1991. SJ0367 SJ0367.The X, Y, and Z were computed from the position and the ellipsoidal ht. SJ0367 SJ0367.The Laplace correction was computed from DEFLEC99 derived deflections. SJ0367 SJ0367.The ellipsoidal height was determined by GPS observations SJ0367.and is referenced to NAD 83. SJ0367 SJ0367.The geoid height was determined by GEOID99. SJ0367 SJ0367.The dynamic height is computed by dividing the NAVD 88 SJ0367.geopotential number by the normal gravity value computed on the SJ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ0367.degrees latitude (g = 980.6199 gals.). SJ0367 SJ0367.The modeled gravity was interpolated from observed gravity values. SJ0367 SJ0367; North East Units Scale Converg. SJ0367;SPC MN N - 199,316.943 821,897.838 MT 0.99993245 +0 12 54.0 SJ0367;UTM 15 - 5,248,853.839 514,343.972 MT 0.99960253 +0 08 23.6 SJ0367 SJ0367 SUPERSEDED SURVEY CONTROL SJ0367 SJ0367 NGVD 29 - 411.654 (m) 1350.57 (f) ADJ UNCH 2 0 SJ0367 SJ0367.Superseded values are not recommended for survey control. SJ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ0367.See file dsdata.txt to determine how the superseded data were derived. SJ0367 SJ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN1434448854(NAD 83) SJ0367_MARKER: DB = BENCH MARK DISK SJ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ0367_STAMPING: X 276 1948 SJ0367_MARK LOGO: CGS SJ0367_MAGNETIC: N = NO MAGNETIC MATERIAL SJ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ0367+STABILITY: SURFACE MOTION SJ0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ0367+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2001 SJ0367 SJ0367 HISTORY - Date Condition Report By SJ0367 HISTORY - 1948 MONUMENTED CGS SJ0367 HISTORY - 19900515 GOOD MNDT SJ0367 HISTORY - 20010910 GOOD NGS SJ0367 SJ0367 STATION DESCRIPTION SJ0367 SJ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ0367'6.6 MI N FROM LITTLE SWAN. SJ0367'ABOUT 6.6 MILES NORTH ALONG COUNTY HIGHWAY 5 FROM THE CO-OP STORE AND SJ0367'CROSSROADS AT LITTLE SWAN, AT THE JUNCTION OF COUNTY HIGHWAY 61, 64 SJ0367'FEET WEST OF THE CENTER LINE OF HIGHWAY 5, 91 FEET SOUTH OF THE CENTER SJ0367'LINE OF HIGHWAY 61, 1 FOOT NORTH OF A WIRE FENCE, 31.5 FEET WEST OF A SJ0367'FENCE CORNER, 61 FEET SOUTHWEST OF A POWER POLE, 2 FEET EAST OF A SJ0367'WHITE WOODEN WITNESS POST, 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP SJ0367'OF A CONCRETE POST PROJECTING 4 INCHES. SJ0367 SJ0367 STATION RECOVERY (1990) SJ0367 SJ0367'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO) SJ0367'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ0367'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 25, T57N, R20W, ABOUT 7 SJ0367'MILES (11.3 KM) SE OF HIBBING. TO REACH THE MARK FROM THE JUNCTION OF SJ0367'TH 169 AND TH 37 SOUTH OF HIBBING, GO EAST 5.55 MILES (8.93 KM) ALONG SJ0367'TH 37 TO COUNTY RD 5, MP 6.4. THE MARK IS 64.6 FT (19.7 M) WEST OF SJ0367'THE CENTER OF COUNTY RD 5, 88.2 FT (26.9 M) SOUTH OF THE CENTER OF TH SJ0367'37, 42.0 FT (12.8 M) SW OF A POWER POLE, 38.5 FT (11.7 M) WNW OF THE SJ0367'COUNTY RD 5 SIGN, 0.60 FT (18.29 CM) NORTH OF A STEEL WITNESS POST, SJ0367'AND IS ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF TH 37. SJ0367 SJ0367 STATION RECOVERY (2001) SJ0367 SJ0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH) SJ0367'DN02.01.01WDESC 06.00.1620010910 AA SJ0367'N472335 N472335 W0924835 W0924835 A SJ0367'B SJ0367'0005SJ0367GX 276 SJ0367'X SJ0367'276 1948 BUHL 1983 SJ0367'YUSMN137ST SJ0367'LOUIS DB07 CNP15 CM SJ0367'CGS SJ0367'CGS SJ0367'1948 CGS SJ0367'RGH20010910P0000NCD0001K1948 S CGS SJ0367'P0000DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ0367'6.6 MI N FROM LITTLE SWAN. SJ0367'ABOUT 6.6 MILES NORTH ALONG COUNTY HIGHWAY 5 FROM THE CO-OP SJ0367'STORE AND SJ0367'CROSSROADS AT LITTLE SWAN, AT THE JUNCTION OF COUNTY HIGHWAY 61, SJ0367'64 SJ0367'FEET WEST OF THE CENTER LINE OF HIGHWAY 5, 91 FEET SOUTH OF THE SJ0367'CENTER SJ0367'LINE OF HIGHWAY 61, 1 FOOT NORTH OF A WIRE FENCE, 31.5 FEET WEST OF A SJ0367'FENCE CORNER, 61 FEET SOUTHWEST OF A POWER POLE, 2 FEET EAST OF A SJ0367'WHITE WOODEN WITNESS POST, 2 FEET BELOW THE HIGHWAY AND SET IN SJ0367'THE TOP SJ0367'OF A CONCRETE POST PROJECTING 4 INCHES. SJ0367' LN472335 W0924834 S27 1G M 411.898 M A88 SJ0367'199106 20 TTHE SJ0367'STATION IS LOCATED ABOUT 9.0 KM EAST OF HIBBING ALONG THE SJ0367'SOUTH SIDE OF STATE HIGHWAY 37. IN THE SOUTHWEST QUADRANT OF SJ0367'THE JUNCTION OF STATE HIGHWAY 37 AND COUNTY ROAD 5. SJ0367' SJ0367'OWNERSHIP--MINNESOTA DEPARTMENT OF TRANSPORTATION. SJ0367' SJ0367'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 169 AND SJ0367'STATE HIGHWAY 37 NEAR THE SOUTHEAST SIDE OF HIBBING, GO EAST FOR SJ0367'6.44 KM ON HIGHWAY 37 TO THE ENTRANCE TO THE CHISHOLM-HIBBING SJ0367'AIRPORT ON THE RIGHT. CONTINUE EAST ON HIGHWAY 37 FOR 2.56 KM TO SJ0367'THE JUNCTION OF COUNTY ROAD 5 AND THE STATION ON THE RIGHT. SJ0367' SJ0367'NOTE--THE DATUM POINT IS THE CENTER OF A CROSS CAST IN THE TOP SJ0367'CENTER OF A SJ0367'STANDARD BRASS CGS BENCH MARK DISK SET IN TOP OF A 30 CM ROUND SJ0367'CONCRETE POST. SJ0367' SJ0367'STATION IS 27.4 M SOUTH OF THE HIGHWAY 37 CENTERLINE, 19.6 M WEST OF SJ0367'THE COUNTY ROAD 5 CENTERLINE, 13.1 M SOUTHWEST OF A UTILITY POLE SJ0367'WITH A STREET LIGHT, 11.4 M WEST OF A METAL SIGN MARKED ST LOUIS 5 SJ0367'COUNTY, 0.2 M NORTH OF A METAL WITNESS POST, AND THE MONUMENT IS SJ0367'ABOUT 0.4 M BELOW THE HIGHWAY 37 LEVEL AND PROJECTING ABOUT 15 CM SJ0367'ABOVE THE GROUND SURFACE. BY R.G. HAYES SJ0367' SJ0367' SJ0367' SJ0367' SJ0367' SJ0367' SJ0367' SJ0367' 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ1875 *********************************************************************** SJ1875 DESIGNATION - X 338 SJ1875 PID - SJ1875 SJ1875 STATE/COUNTY- MN/ST LOUIS SJ1875 USGS QUAD - EVELETH (1983) SJ1875 SJ1875 *CURRENT SURVEY CONTROL SJ1875 ___________________________________________________________________ SJ1875* NAD 83(1986)- 47 23 14. (N) 092 31 01. (W) SCALED SJ1875* NAVD 88 - 413.427 (meters) 1356.39 (feet) ADJUSTED SJ1875 ___________________________________________________________________ SJ1875 GEOID HEIGHT- -29.88 (meters) GEOID99 SJ1875 DYNAMIC HT - 413.470 (meters) 1356.53 (feet) COMP SJ1875 MODELED GRAV- 980,702.6 (mgal) NAVD 88 SJ1875 SJ1875 VERT ORDER - FIRST CLASS II SJ1875 SJ1875.The horizontal coordinates were scaled from a topographic map and have SJ1875.an estimated accuracy of +/- 6 seconds. SJ1875 SJ1875.The orthometric height was determined by differential leveling SJ1875.and adjusted by the National Geodetic Survey in June 1991. SJ1875 SJ1875.The geoid height was determined by GEOID99. SJ1875 SJ1875.The dynamic height is computed by dividing the NAVD 88 SJ1875.geopotential number by the normal gravity value computed on the SJ1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1875.degrees latitude (g = 980.6199 gals.). SJ1875 SJ1875.The modeled gravity was interpolated from observed gravity values. SJ1875 SJ1875; North East Units Estimated Accuracy SJ1875;SPC MN N - 198,800. 844,020. MT (+/- 180 meters Scaled) SJ1875 SJ1875 SUPERSEDED SURVEY CONTROL SJ1875 SJ1875.No superseded survey control is available for this station. SJ1875 SJ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN364483(NAD 83) SJ1875_MARKER: DV = VERTICAL CONTROL DISK SJ1875_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) SJ1875_STAMPING: X 338 1978 SJ1875_MARK LOGO: NGS SJ1875_PROJECTION: FLUSH SJ1875_MAGNETIC: N = NO MAGNETIC MATERIAL SJ1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SJ1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1875+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992 SJ1875_ROD/PIPE-DEPTH: 15.2 meters SJ1875 SJ1875 HISTORY - Date Condition Report By SJ1875 HISTORY - 1978 MONUMENTED NGS SJ1875 HISTORY - 19920831 GOOD MNDT SJ1875 SJ1875 STATION DESCRIPTION SJ1875 SJ1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 SJ1875'10.6 MI SOUTH FROM VIRGINIA. SJ1875'10.6 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF U.S. SJ1875'HIGHWAY 169 IN VIRGINIA, AT THE JUNCTION OF COUNTY ROAD 690, 345 FT. SJ1875'NORTH OF THE CENTERLINE OF THE ROAD, 66 FT. EAST OF THE CENTERLINE SJ1875'OF HIGHWAY 53 NORTHBOUND, 10 FT. WEST OF A 12-INCH BIRCH SJ1875'TREE, 8 FT. SOUTH OF A 4-INCH PINE TREE. DISK IS LEVEL WITH THE SJ1875'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG. SJ1875'THE MARK IS 2 FT BELOW THE HIGHWAY. SJ1875 SJ1875 STATION RECOVERY (1992) SJ1875 SJ1875'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ1875'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ1875'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 29, T57N, R17W, ABOUT SJ1875'10.6 MILES (17.1 KM) SOUTH OF VIRGINIA. TO REACH THE MARK FROM THE SJ1875'JUNCTION OF TH 53 AND TH 169 IN VIRGINIA, GO SOUTH 10.6 MILES (17.1 SJ1875'KM) ALONG TH 53, AT TH 53 MP 55.15. THE MARK IS 66.0 FT (20.1 M) EAST SJ1875'OF THE CENTER OF THE NORTHBOUND LANE OF TH 53, 345.0 FT (105.2 M) SJ1875'NORTH OF THE CENTER OF COUNTY RD 690, 8.0 FT (2.4 M) SOUTH OF AN 8 SJ1875'INCH NORWAY PINE, 1.0 FT (0.3 M) SOUTH OF A STEEL WITNESS POST, AND IS SJ1875'ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF TH 53. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ1876 *********************************************************************** SJ1876 DESIGNATION - Y 338=6917 X SJ1876 PID - SJ1876 SJ1876 STATE/COUNTY- MN/ST LOUIS SJ1876 USGS QUAD - EVELETH (1983) SJ1876 SJ1876 *CURRENT SURVEY CONTROL SJ1876 ___________________________________________________________________ SJ1876* NAD 83(1986)- 47 23 51. (N) 092 31 05. (W) SCALED SJ1876* NAVD 88 - 422.332 (meters) 1385.60 (feet) ADJUSTED SJ1876 ___________________________________________________________________ SJ1876 GEOID HEIGHT- -29.89 (meters) GEOID99 SJ1876 DYNAMIC HT - 422.375 (meters) 1385.74 (feet) COMP SJ1876 MODELED GRAV- 980,703.1 (mgal) NAVD 88 SJ1876 SJ1876 VERT ORDER - FIRST CLASS II SJ1876 SJ1876.The horizontal coordinates were scaled from a topographic map and have SJ1876.an estimated accuracy of +/- 6 seconds. SJ1876 SJ1876.The orthometric height was determined by differential leveling SJ1876.and adjusted by the National Geodetic Survey in June 1991. SJ1876 SJ1876.The geoid height was determined by GEOID99. SJ1876 SJ1876.The dynamic height is computed by dividing the NAVD 88 SJ1876.geopotential number by the normal gravity value computed on the SJ1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1876.degrees latitude (g = 980.6199 gals.). SJ1876 SJ1876.The modeled gravity was interpolated from observed gravity values. SJ1876 SJ1876; North East Units Estimated Accuracy SJ1876;SPC MN N - 199,940. 843,930. MT (+/- 180 meters Scaled) SJ1876 SJ1876 SUPERSEDED SURVEY CONTROL SJ1876 SJ1876.No superseded survey control is available for this station. SJ1876 SJ1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN363494(NAD 83) SJ1876_MARKER: DB = BENCH MARK DISK SJ1876_SETTING: 38 = BRDG ABUT SJ1876_STAMPING: Y 338 = 6917 X 1978 SJ1876_MARK LOGO: MNDT SJ1876_MAGNETIC: O = OTHER; SEE DESCRIPTION SJ1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SJ1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SJ1876+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1992 SJ1876 SJ1876 HISTORY - Date Condition Report By SJ1876 HISTORY - 1978 MONUMENTED MNDT SJ1876 HISTORY - 1978 GOOD NGS SJ1876 HISTORY - 19920831 GOOD MNDT SJ1876 SJ1876 STATION DESCRIPTION SJ1876 SJ1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 SJ1876'9.95 MI SOUTH FROM VIRGINIA. SJ1876'9.95 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF U.S. SJ1876'HIGHWAY 169 IN VIRGINIA, IN THE TOP OF AND 1 FT. NORTH OF THE SOUTH SJ1876'END OF THE EAST ABUTMENT OF THE STATE HIGHWAY 37 OVERPASS, 60 FT. EAST SJ1876'OF THE CENTERLINE OF HIGHWAY 53, 22 FT. SOUTH OF THE CENTERLINE OF SJ1876'HIGHWAY 37. SJ1876'THE MARK IS 14 FT ABOVE HIGHWAY 53. SJ1876 SJ1876 STATION RECOVERY (1992) SJ1876 SJ1876'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS) SJ1876'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SJ1876'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 29, T57N, R17W, ABOUT 10 SJ1876'MILES (16.1 KM) SOUTH OF VIRGINIA. TO REACH THE MARK FROM THE SJ1876'JUNCTION OF TH 53 AND TH 169 IN VIRGINIA, GO SOUTH 9.95 MILES (16.01 SJ1876'KM) ALONG TH 53, AT TH 53 MP 55.85. THE MARK IS LOCATED IN THE SE SJ1876'ABUTMENT OF BRIDGE 9530, 60.0 FT (18.3 M) EAST OF THE CENTER OF THE SJ1876'NORTHBOUND LANE OF TH 53, 22.0 FT (6.7 M) SOUTH OF THE CENTER OF TH SJ1876'37, AND IS ABOUT 14 FT (4.3 M) HIGHER THAN TH 53.