1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 SJ1665 *********************************************************************** SJ1665 DESIGNATION - L 262 SJ1665 PID - SJ1665 SJ1665 STATE/COUNTY- MN/CASS SJ1665 USGS QUAD - REMER (1996) SJ1665 SJ1665 *CURRENT SURVEY CONTROL SJ1665 ___________________________________________________________________ SJ1665* NAD 83(1986)- 47 03 38. (N) 093 53 59. (W) SCALED SJ1665* NAVD 88 - 413.036 (meters) 1355.10 (feet) ADJUSTED SJ1665 ___________________________________________________________________ SJ1665 GEOID HEIGHT- -28.79 (meters) GEOID99 SJ1665 DYNAMIC HT - 413.060 (meters) 1355.18 (feet) COMP SJ1665 MODELED GRAV- 980,659.0 (mgal) NAVD 88 SJ1665 SJ1665 VERT ORDER - SECOND CLASS 0 SJ1665 SJ1665.The horizontal coordinates were scaled from a topographic map and have SJ1665.an estimated accuracy of +/- 6 seconds. SJ1665 SJ1665.The orthometric height was determined by differential leveling SJ1665.and adjusted by the National Geodetic Survey in June 1991. SJ1665 SJ1665.The geoid height was determined by GEOID99. SJ1665 SJ1665.The dynamic height is computed by dividing the NAVD 88 SJ1665.geopotential number by the normal gravity value computed on the SJ1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1665.degrees latitude (g = 980.6199 gals.). SJ1665 SJ1665.The modeled gravity was interpolated from observed gravity values. SJ1665 SJ1665; North East Units Estimated Accuracy SJ1665;SPC MN C - 329,090. 826,610. MT (+/- 180 meters Scaled) SJ1665 SJ1665 SUPERSEDED SURVEY CONTROL SJ1665 SJ1665 NGVD 29 - 412.808 (m) 1354.35 (f) ADJ UNCH 2 0 SJ1665 SJ1665.Superseded values are not recommended for survey control. SJ1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1665.See file dsdata.txt to determine how the superseded data were derived. SJ1665 SJ1665_MARKER: DB = BENCH MARK DISK SJ1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1665_STAMPING: L 262 1948 SJ1665_MARK LOGO: CGS SJ1665_PROJECTION: FLUSH SJ1665_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1665+STABILITY: SURFACE MOTION SJ1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1665+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 SJ1665 SJ1665 HISTORY - Date Condition Report By SJ1665 HISTORY - 1948 MONUMENTED CGS SJ1665 HISTORY - 19941205 GOOD MNDT SJ1665 HISTORY - 20000725 GOOD MNDT SJ1665 SJ1665 STATION DESCRIPTION SJ1665 SJ1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ1665'0.9 MI NE FROM REMER. SJ1665'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE AT SJ1665'REMER, ABOUT 0.45 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 34, SJ1665'AT THE T JUNCTION OF A DRIVE TO A WHITE STUCCO HOUSE ON THE EAST SIDE SJ1665'OF THE ROAD 50 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24.5 SJ1665'FEET WEST OF THE WEST CORNER OF A GARAGE, 23.5 FEET SOUTH OF A SJ1665'TELEPHONE POLE, 17 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 2.4 SJ1665'FEET SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN SJ1665'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A SJ1665'CONCRETE POST PROJECTING 6 INCHES. SJ1665 SJ1665 STATION RECOVERY (1994) SJ1665 SJ1665'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) SJ1665'0.9 MI (1.4 KM) NE OF THE REMER POST OFFICE, 0.45 MI (0.72 KM) NE OF SJ1665'THE JCT OF TH 34 AND TH 6, AT TH 6 MP 67.05, 52 FT (15.8 M) SE OF TH SJ1665'6, 36.4 FT (11.1 M) NE OF TEL PEDESTAL NO A 030, 5.3 FT (1.6 M) WSW OF SJ1665'A WIT POST, AND AT FIRE NO L 108. SJ1665 SJ1665 STATION RECOVERY (2000) SJ1665 SJ1665'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) SJ1665'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 SJ1666 *********************************************************************** SJ1666 DESIGNATION - M 262 SJ1666 PID - SJ1666 SJ1666 STATE/COUNTY- MN/CASS SJ1666 USGS QUAD - REMER (1996) SJ1666 SJ1666 *CURRENT SURVEY CONTROL SJ1666 ___________________________________________________________________ SJ1666* NAD 83(1986)- 47 04 27. (N) 093 53 09. (W) SCALED SJ1666* NAVD 88 - 412.135 (meters) 1352.15 (feet) ADJUSTED SJ1666 ___________________________________________________________________ SJ1666 GEOID HEIGHT- -28.82 (meters) GEOID99 SJ1666 DYNAMIC HT - 412.159 (meters) 1352.22 (feet) COMP SJ1666 MODELED GRAV- 980,660.4 (mgal) NAVD 88 SJ1666 SJ1666 VERT ORDER - SECOND CLASS 0 SJ1666 SJ1666.The horizontal coordinates were scaled from a topographic map and have SJ1666.an estimated accuracy of +/- 6 seconds. SJ1666 SJ1666.The orthometric height was determined by differential leveling SJ1666.and adjusted by the National Geodetic Survey in June 1991. SJ1666 SJ1666.The geoid height was determined by GEOID99. SJ1666 SJ1666.The dynamic height is computed by dividing the NAVD 88 SJ1666.geopotential number by the normal gravity value computed on the SJ1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1666.degrees latitude (g = 980.6199 gals.). SJ1666 SJ1666.The modeled gravity was interpolated from observed gravity values. SJ1666 SJ1666; North East Units Estimated Accuracy SJ1666;SPC MN C - 330,610. 827,660. MT (+/- 180 meters Scaled) SJ1666 SJ1666 SUPERSEDED SURVEY CONTROL SJ1666 SJ1666 NGVD 29 - 411.906 (m) 1351.39 (f) ADJ UNCH 2 0 SJ1666 SJ1666.Superseded values are not recommended for survey control. SJ1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1666.See file dsdata.txt to determine how the superseded data were derived. SJ1666 SJ1666_MARKER: DB = BENCH MARK DISK SJ1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1666_STAMPING: M 262 1948 SJ1666_MARK LOGO: CGS SJ1666_PROJECTION: FLUSH SJ1666_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1666+STABILITY: SURFACE MOTION SJ1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1666+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 SJ1666 SJ1666 HISTORY - Date Condition Report By SJ1666 HISTORY - 1948 MONUMENTED CGS SJ1666 HISTORY - 19940914 GOOD MNDT SJ1666 HISTORY - 20000725 GOOD MNDT SJ1666 SJ1666 STATION DESCRIPTION SJ1666 SJ1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ1666'2.05 MI NE FROM REMER. SJ1666'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE SJ1666'AT REMER, AT THE JUNCTION OF A DRIVE TO EARL W. PATTERSONS FARM, IN SJ1666'THE SOUTHWEST CORNER OF A FIELD, 14 FEET NORTHEAST OF THE CENTER LINE SJ1666'OF THE DRIVE, 90 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 SJ1666'FEET NORTHWEST OF A TELEPHONE POLE, 12 FEET NORTHWEST OF A TELEPHONE SJ1666'POLE, 1.5 FEET NORTHEAST OF A FENCE LINE, 4.0 FEET SOUTHEAST OF A SJ1666'DITCH BANK, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT SJ1666'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 SJ1666'INCHES. SJ1666 SJ1666 STATION RECOVERY (1994) SJ1666 SJ1666'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) SJ1666'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2 MI (3.2 KM) SJ1666'NE OF REMER, AT TH 6 MP 58.25, 90 FT (27.4 M) SE OF TH 6, 24 FT (7.3 SJ1666'M) NE OF A FARM ENT, AND 1.7 FT (0.5 M) SSW OF A WIT POST. SJ1666 SJ1666 STATION RECOVERY (2000) SJ1666 SJ1666'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) SJ1666'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS SJ1666'1.6 MI (2.6 KM) NE ON TH 6 FROM JCT TH 200 IN REMER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 SJ1667 *********************************************************************** SJ1667 DESIGNATION - N 262 SJ1667 PID - SJ1667 SJ1667 STATE/COUNTY- MN/CASS SJ1667 USGS QUAD - SHINGLE MILL LAKE (1996) SJ1667 SJ1667 *CURRENT SURVEY CONTROL SJ1667 ___________________________________________________________________ SJ1667* NAD 83(1986)- 47 05 07. (N) 093 52 15. (W) SCALED SJ1667* NAVD 88 - 411.050 (meters) 1348.59 (feet) ADJUSTED SJ1667 ___________________________________________________________________ SJ1667 GEOID HEIGHT- -28.85 (meters) GEOID99 SJ1667 DYNAMIC HT - 411.074 (meters) 1348.67 (feet) COMP SJ1667 MODELED GRAV- 980,661.6 (mgal) NAVD 88 SJ1667 SJ1667 VERT ORDER - SECOND CLASS 0 SJ1667 SJ1667.The horizontal coordinates were scaled from a topographic map and have SJ1667.an estimated accuracy of +/- 6 seconds. SJ1667 SJ1667.The orthometric height was determined by differential leveling SJ1667.and adjusted by the National Geodetic Survey in June 1991. SJ1667 SJ1667.The geoid height was determined by GEOID99. SJ1667 SJ1667.The dynamic height is computed by dividing the NAVD 88 SJ1667.geopotential number by the normal gravity value computed on the SJ1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1667.degrees latitude (g = 980.6199 gals.). SJ1667 SJ1667.The modeled gravity was interpolated from observed gravity values. SJ1667 SJ1667; North East Units Estimated Accuracy SJ1667;SPC MN C - 331,850. 828,790. MT (+/- 180 meters Scaled) SJ1667 SJ1667 SUPERSEDED SURVEY CONTROL SJ1667 SJ1667 NGVD 29 - 410.819 (m) 1347.83 (f) ADJ UNCH 2 0 SJ1667 SJ1667.Superseded values are not recommended for survey control. SJ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1667.See file dsdata.txt to determine how the superseded data were derived. SJ1667 SJ1667_MARKER: DB = BENCH MARK DISK SJ1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1667_STAMPING: N 262 1948 SJ1667_MARK LOGO: CGS SJ1667_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1667+STABILITY: SURFACE MOTION SJ1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1667+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 SJ1667 SJ1667 HISTORY - Date Condition Report By SJ1667 HISTORY - 1948 MONUMENTED CGS SJ1667 HISTORY - 20000725 GOOD MNDT SJ1667 SJ1667 STATION DESCRIPTION SJ1667 SJ1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ1667'3.1 MI NE FROM REMER. SJ1667'ABOUT 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE SJ1667'AT REMER, AT A WOODS ROAD ENTRANCE, 55 FEET SOUTHEAST OF THE CENTER SJ1667'LINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE WOODS SJ1667'ROAD, 35 FEET SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH BIRCH TREE, 1.5 SJ1667'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2.5 FEET BELOW THE SJ1667'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES. SJ1667 SJ1667 STATION RECOVERY (2000) SJ1667 SJ1667'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) SJ1667'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS, SJ1667'THE MARK IS 3.1 MI (5.0 KM) NE OF REMER, 2.7 MI (4.3 KM) NE ON TH 6 SJ1667'FROM JCT TH 200 IN REMER, 55 FT (16.8 M) SE OF TH 6, AT TH 6 MP 59.25, SJ1667'18 FT (5.5 M) SW OF WOODS RD, 33.2 FT (10.1 M) ENE OF TEL PEDESTAL, SJ1667'2.5 FT (0.8 M) ESE OF WIT POST, PROJECTS 4 INCHES, MAGNETIC, NOT SJ1667'SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 SJ1668 *********************************************************************** SJ1668 DESIGNATION - P 262 SJ1668 PID - SJ1668 SJ1668 STATE/COUNTY- MN/CASS SJ1668 USGS QUAD - SHINGLE MILL LAKE (1996) SJ1668 SJ1668 *CURRENT SURVEY CONTROL SJ1668 ___________________________________________________________________ SJ1668* NAD 83(1986)- 47 05 52. (N) 093 51 09. (W) SCALED SJ1668* NAVD 88 - 414.734 (meters) 1360.67 (feet) ADJUSTED SJ1668 ___________________________________________________________________ SJ1668 GEOID HEIGHT- -28.88 (meters) GEOID99 SJ1668 DYNAMIC HT - 414.759 (meters) 1360.76 (feet) COMP SJ1668 MODELED GRAV- 980,663.0 (mgal) NAVD 88 SJ1668 SJ1668 VERT ORDER - SECOND CLASS 0 SJ1668 SJ1668.The horizontal coordinates were scaled from a topographic map and have SJ1668.an estimated accuracy of +/- 6 seconds. SJ1668 SJ1668.The orthometric height was determined by differential leveling SJ1668.and adjusted by the National Geodetic Survey in June 1991. SJ1668 SJ1668.The geoid height was determined by GEOID99. SJ1668 SJ1668.The dynamic height is computed by dividing the NAVD 88 SJ1668.geopotential number by the normal gravity value computed on the SJ1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1668.degrees latitude (g = 980.6199 gals.). SJ1668 SJ1668.The modeled gravity was interpolated from observed gravity values. SJ1668 SJ1668; North East Units Estimated Accuracy SJ1668;SPC MN C - 333,250. 830,180. MT (+/- 180 meters Scaled) SJ1668 SJ1668 SUPERSEDED SURVEY CONTROL SJ1668 SJ1668 NGVD 29 - 414.502 (m) 1359.91 (f) ADJ UNCH 2 0 SJ1668 SJ1668.Superseded values are not recommended for survey control. SJ1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1668.See file dsdata.txt to determine how the superseded data were derived. SJ1668 SJ1668_MARKER: DB = BENCH MARK DISK SJ1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1668_STAMPING: P 262 1948 SJ1668_MARK LOGO: CGS SJ1668_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1668+STABILITY: SURFACE MOTION SJ1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1668+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 SJ1668 SJ1668 HISTORY - Date Condition Report By SJ1668 HISTORY - 1948 MONUMENTED CGS SJ1668 HISTORY - 20000725 GOOD MNDT SJ1668 SJ1668 STATION DESCRIPTION SJ1668 SJ1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ1668'4.3 MI NE FROM REMER. SJ1668'ABOUT 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE SJ1668'AT REMER, ABOUT 0.25 MILE SOUTHWEST OF THE JUNCTION OF A ROAD SJ1668'NORTHWEST TO SUGAR LAKE, AT THE INTERSECTION OF FIREWAY LANE NO. 9, 45 SJ1668'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTHEAST OF SJ1668'THE CENTER LINE OF THE FIRE LANE, 31 FEET NORTHEAST AND ACROSS THE SJ1668'LANE FROM A TRIANGULAR BLAZED 16-INCH PINE TREE, 3 FEET NORTHWEST OF A SJ1668'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP SJ1668'OF A CONCRETE POST PROJECTING 10 INCHES. SJ1668 SJ1668 STATION RECOVERY (2000) SJ1668 SJ1668'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) SJ1668'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS, SJ1668'THE MARK IS 4.3 MI (6.9 KM) NE OF REMER, 4.1 MI (6.6 KM) NE ON TH 6 SJ1668'FROM JCT OF TH 6 AND TH 200 IN REMER, 45 FT (13.7 M) SE OF TH 6, AT TH SJ1668'6 MP 60.45, 15 FT (4.6 M) NE OF FOREST RD 2720, 3.5 FT (1.1 M) EAST OF SJ1668'WIT POST, PROJECTS 3 INCHES, MAGNETIC, NOT SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 SJ1670 *********************************************************************** SJ1670 DESIGNATION - R 262 SJ1670 PID - SJ1670 SJ1670 STATE/COUNTY- MN/CASS SJ1670 USGS QUAD - SHINGLE MILL LAKE (1996) SJ1670 SJ1670 *CURRENT SURVEY CONTROL SJ1670 ___________________________________________________________________ SJ1670* NAD 83(1986)- 47 07 09. (N) 093 49 18. (W) SCALED SJ1670* NAVD 88 - 420.737 (meters) 1380.37 (feet) ADJUSTED SJ1670 ___________________________________________________________________ SJ1670 GEOID HEIGHT- -28.93 (meters) GEOID99 SJ1670 DYNAMIC HT - 420.764 (meters) 1380.46 (feet) COMP SJ1670 MODELED GRAV- 980,664.7 (mgal) NAVD 88 SJ1670 SJ1670 VERT ORDER - SECOND CLASS 0 SJ1670 SJ1670.The horizontal coordinates were scaled from a topographic map and have SJ1670.an estimated accuracy of +/- 6 seconds. SJ1670 SJ1670.The orthometric height was determined by differential leveling SJ1670.and adjusted by the National Geodetic Survey in June 1991. SJ1670 SJ1670.The geoid height was determined by GEOID99. SJ1670 SJ1670.The dynamic height is computed by dividing the NAVD 88 SJ1670.geopotential number by the normal gravity value computed on the SJ1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1670.degrees latitude (g = 980.6199 gals.). SJ1670 SJ1670.The modeled gravity was interpolated from observed gravity values. SJ1670 SJ1670; North East Units Estimated Accuracy SJ1670;SPC MN C - 335,640. 832,510. MT (+/- 180 meters Scaled) SJ1670 SJ1670 SUPERSEDED SURVEY CONTROL SJ1670 SJ1670 NGVD 29 - 420.501 (m) 1379.59 (f) ADJ UNCH 2 0 SJ1670 SJ1670.Superseded values are not recommended for survey control. SJ1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1670.See file dsdata.txt to determine how the superseded data were derived. SJ1670 SJ1670_MARKER: DB = BENCH MARK DISK SJ1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1670_STAMPING: R 262 1948 SJ1670_MARK LOGO: CGS SJ1670_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1670+STABILITY: SURFACE MOTION SJ1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1670+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 SJ1670 SJ1670 HISTORY - Date Condition Report By SJ1670 HISTORY - 1948 MONUMENTED CGS SJ1670 HISTORY - 20000725 GOOD MNDT SJ1670 SJ1670 STATION DESCRIPTION SJ1670 SJ1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ1670'6.45 MI NE FROM REMER. SJ1670'ABOUT 6.45 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE SJ1670'AT REMER, AT A WOODS LANE, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE SJ1670'HIGHWAY, 14 FEET NORTHEAST OF THE CENTER LINE OF THE LANE, 14 FEET SJ1670'SOUTHEAST OF THE NORTHEAST END OF A 15-INCH PIPE CULVERT UNDER LANE, SJ1670'14.5 FEET WEST OF A BOULDER PAINTED B M, 1.5 FEET NORTHWEST OF A WHITE SJ1670'WOODEN WITNESS POST, 2.5 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP OF SJ1670'A CONCRETE POST PROJECTING 7 INCHES. SJ1670 SJ1670 STATION RECOVERY (2000) SJ1670 SJ1670'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) SJ1670'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS, SJ1670'THE MARK IS 6.45 MI (10.38 KM) NE OF REMER, 6.0 MI (9.7 KM) NE ON TH 6 SJ1670'FROM JCT OF TH 6 AND TH 200 IN REMER, 51 FT (15.5 M) SE OF TH 6, AT TH SJ1670'6 MP 62.55, 14 FT (4.3 M) NE OF WOODS RD, 14 FT (4.3 M) SE OF CULVERT, SJ1670'14.5 FT (4.4 M) WEST OF BOULDER, 2.5 FT (0.8 M) EAST OF WIT POST, MARK SJ1670'PROJECTS 2 INCHES, MAGNETIC. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 AC4872 *********************************************************************** AC4872 CBN - This is a Cooperative Base Network Control Station. AC4872 DESIGNATION - REMAIR AC4872 PID - AC4872 AC4872 STATE/COUNTY- MN/CASS AC4872 USGS QUAD - REMER (1996) AC4872 AC4872 *CURRENT SURVEY CONTROL AC4872 ___________________________________________________________________ AC4872* NAD 83(1996)- 47 03 51.68211(N) 093 54 30.05154(W) ADJUSTED AC4872* NAVD 88 - 411.0 (meters) 1348. (feet) GPS OBS AC4872 ___________________________________________________________________ AC4872 X - -296,683.717 (meters) COMP AC4872 Y - -4,342,589.928 (meters) COMP AC4872 Z - 4,646,921.046 (meters) COMP AC4872 LAPLACE CORR- -3.01 (seconds) DEFLEC99 AC4872 ELLIP HEIGHT- 382.17 (meters) GPS OBS AC4872 GEOID HEIGHT- -28.79 (meters) GEOID99 AC4872 AC4872 HORZ ORDER - B AC4872 ELLP ORDER - FOURTH CLASS I AC4872 AC4872.The horizontal coordinates were established by GPS observations AC4872.and adjusted by the National Geodetic Survey in January 1997. AC4872 AC4872.The orthometric height was determined by GPS observations and a AC4872.high-resolution geoid model. AC4872 AC4872.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4872 AC4872.The Laplace correction was computed from DEFLEC99 derived deflections. AC4872 AC4872.The ellipsoidal height was determined by GPS observations AC4872.and is referenced to NAD 83. AC4872 AC4872.The geoid height was determined by GEOID99. AC4872 AC4872; North East Units Scale Converg. AC4872;SPC MN C - 329,510.771 825,953.495 MT 1.00000317 +0 14 49.7 AC4872;UTM 15 - 5,212,716.117 431,025.516 MT 0.99965847 -0 39 54.2 AC4872 AC4872 SUPERSEDED SURVEY CONTROL AC4872 AC4872.No superseded survey control is available for this station. AC4872 AC4872_MARKER: F = FLANGE-ENCASED ROD AC4872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC4872_STAMPING: REMAIR 1995 AC4872_MARK LOGO: MNDT AC4872_PROJECTION: FLUSH AC4872_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC4872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AC4872+STABILITY: POSITION/ELEVATION WELL AC4872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AC4872+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 AC4872_ROD/PIPE-DEPTH: 15.8 meters AC4872_SLEEVE-DEPTH : 0.9 meters AC4872 AC4872 HISTORY - Date Condition Report By AC4872 HISTORY - 1995 MONUMENTED MNDT AC4872 HISTORY - 20000725 GOOD MNDT AC4872 AC4872 STATION DESCRIPTION AC4872 AC4872'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH) AC4872'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1995. THE MARK IS AC4872'LOCATED AT THE NORTH EDGE OF THE TOWN OF REMER, AT THE REMER AIRPORT AC4872'IN THE SE 1/4 OF SECTION 36, T142N, R26W. TO REACH THE MARK FROM THE AC4872'JCT OF TH 200 AND CO RD 4 IN REMER, GO NORTH FOR 0.65 MI (1.05 KM) ON AC4872'CO RD 4, THEN GO EAST FOR 0.7 MI (1.1 KM) ON A ROAD. THE MARK IS 41 AC4872'FT (12.5 M) NW OF THE ROAD, 111.3 FT (33.9 M) ENE OF THE NE COR OF THE AC4872'AIRPORT OFFICE, 99.3 FT (30.3 M) ENE OF A FLAG POLE, 23.1 FT (7.0 M) AC4872'NE OF THE EAST LEG OF THE REMER AIRPORT SIGN, 4.5 FT (1.4 M) SE OF THE AC4872'GUARDRAIL, AND 4.0 FT (1.2 M) SE OF A WIT POST. THE MARK IS A PUNCH AC4872'MARK ON THE TOP OF A DRIVEN 1/2 INCH DIAMETER BY 52 FT (15.8 M) LONG AC4872'STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE. AC4872'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP THAT IS FLUSH AC4872'WITH THE GROUND, STAMPED---REMAIR 1995---, SET ON TOP OF A 5 INCH AC4872'DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND AC4872'SET IN CONCRETE. A METAL SPIKE WAS PLACED IN THE SILICA SAND MAKING AC4872'THE MARK MAGNETIC. DESCRIBED BY DAVID K. HERDER AND TYPED BY D.J.E. AC4872 AC4872 STATION RECOVERY (2000) AC4872 AC4872'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) AC4872'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 SJ1610 *********************************************************************** SJ1610 DESIGNATION - S 34 SJ1610 PID - SJ1610 SJ1610 STATE/COUNTY- MN/CASS SJ1610 USGS QUAD - REMER (1996) SJ1610 SJ1610 *CURRENT SURVEY CONTROL SJ1610 ___________________________________________________________________ SJ1610* NAD 83(1986)- 47 03 22. (N) 093 55 04. (W) SCALED SJ1610* NAVD 88 - 408.630 (meters) 1340.65 (feet) ADJUSTED SJ1610 ___________________________________________________________________ SJ1610 GEOID HEIGHT- -28.76 (meters) GEOID99 SJ1610 DYNAMIC HT - 408.653 (meters) 1340.72 (feet) COMP SJ1610 MODELED GRAV- 980,658.4 (mgal) NAVD 88 SJ1610 SJ1610 VERT ORDER - SECOND CLASS I SJ1610 SJ1610.The horizontal coordinates were scaled from a topographic map and have SJ1610.an estimated accuracy of +/- 6 seconds. SJ1610 SJ1610.The orthometric height was determined by differential leveling SJ1610.and adjusted by the National Geodetic Survey in September 2000. SJ1610 SJ1610.The geoid height was determined by GEOID99. SJ1610 SJ1610.The dynamic height is computed by dividing the NAVD 88 SJ1610.geopotential number by the normal gravity value computed on the SJ1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1610.degrees latitude (g = 980.6199 gals.). SJ1610 SJ1610.The modeled gravity was interpolated from observed gravity values. SJ1610 SJ1610; North East Units Estimated Accuracy SJ1610;SPC MN C - 328,590. 825,240. MT (+/- 180 meters Scaled) SJ1610 SJ1610 SUPERSEDED SURVEY CONTROL SJ1610 SJ1610 NGVD 29 - 408.392 (m) 1339.87 (f) ADJ UNCH 2 0 SJ1610 SJ1610.Superseded values are not recommended for survey control. SJ1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1610.See file dsdata.txt to determine how the superseded data were derived. SJ1610 SJ1610_MARKER: DB = BENCH MARK DISK SJ1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1610_STAMPING: S 34 1934 SJ1610_MARK LOGO: CGS SJ1610_PROJECTION: FLUSH SJ1610_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1610+STABILITY: SURFACE MOTION SJ1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1610+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 SJ1610 SJ1610 HISTORY - Date Condition Report By SJ1610 HISTORY - 1934 MONUMENTED CGS SJ1610 HISTORY - 1967 GOOD USGS SJ1610 HISTORY - 19941205 GOOD MNDT SJ1610 HISTORY - 20000725 GOOD MNDT SJ1610 SJ1610 STATION DESCRIPTION SJ1610 SJ1610'DESCRIBED BY US GEOLOGICAL SURVEY 1967 SJ1610'IN REMER. SJ1610'AT REMER, CASS COUNTY, 85 FEET N OF RAILROAD CROSSING, 82 FEET SOUTH SJ1610'AND 79 FT E OF NE CORNER OF STATION, 60 FEET W OF ROAD, AT WEST END OF SJ1610'SMALL SHRUB LINE, 1 FOOT WEST OF STEEL FENCE POST WITH WITNESS TAG. A SJ1610'STANDARD DISK STAMPED S 34 1934 AND SET IN THE TOP OF A CONCRETE POST. SJ1610 SJ1610 STATION RECOVERY (1994) SJ1610 SJ1610'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) SJ1610'THE MARK IS IN REMER, 0.2 MI (0.3 KM) EAST ALONG TH 6 FROM THE WEST SJ1610'JCT OF TH 6 AND TH 200 IN REMER, AT TH 6 MP 55.8, 85.5 FT (26.1 M) SJ1610'NORTH OF TH 6, 48.5 FT (14.8 M) NE OF THE SOO LINE TRAIL, 59 FT (18.0 SJ1610'M) SW OF CO RD 4, 120.5 FT (36.7 M) SE OF REMER RR STATION, AND 0.6 FT SJ1610'(18.3 CM) SOUTH OF A WIT POST. SJ1610 SJ1610 STATION RECOVERY (2000) SJ1610 SJ1610'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) SJ1610'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 SJ1672 *********************************************************************** SJ1672 DESIGNATION - T 262 SJ1672 PID - SJ1672 SJ1672 STATE/COUNTY- MN/CASS SJ1672 USGS QUAD - SUGAR LAKE (1996) SJ1672 SJ1672 *CURRENT SURVEY CONTROL SJ1672 ___________________________________________________________________ SJ1672* NAD 83(1986)- 47 08 19. (N) 093 47 41. (W) SCALED SJ1672* NAVD 88 - 432.190 (meters) 1417.94 (feet) ADJUSTED SJ1672 ___________________________________________________________________ SJ1672 GEOID HEIGHT- -28.97 (meters) GEOID99 SJ1672 DYNAMIC HT - 432.218 (meters) 1418.04 (feet) COMP SJ1672 MODELED GRAV- 980,666.4 (mgal) NAVD 88 SJ1672 SJ1672 VERT ORDER - SECOND CLASS 0 SJ1672 SJ1672.The horizontal coordinates were scaled from a topographic map and have SJ1672.an estimated accuracy of +/- 6 seconds. SJ1672 SJ1672.The orthometric height was determined by differential leveling SJ1672.and adjusted by the National Geodetic Survey in June 1991. SJ1672 SJ1672.The geoid height was determined by GEOID99. SJ1672 SJ1672.The dynamic height is computed by dividing the NAVD 88 SJ1672.geopotential number by the normal gravity value computed on the SJ1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1672.degrees latitude (g = 980.6199 gals.). SJ1672 SJ1672.The modeled gravity was interpolated from observed gravity values. SJ1672 SJ1672; North East Units Estimated Accuracy SJ1672;SPC MN C - 337,810. 834,540. MT (+/- 180 meters Scaled) SJ1672 SJ1672 SUPERSEDED SURVEY CONTROL SJ1672 SJ1672 NGVD 29 - 431.949 (m) 1417.15 (f) ADJ UNCH 2 0 SJ1672 SJ1672.Superseded values are not recommended for survey control. SJ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1672.See file dsdata.txt to determine how the superseded data were derived. SJ1672 SJ1672_MARKER: DB = BENCH MARK DISK SJ1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1672_STAMPING: T 262 1948 SJ1672_MARK LOGO: CGS SJ1672_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1672+STABILITY: SURFACE MOTION SJ1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1672+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 SJ1672 SJ1672 HISTORY - Date Condition Report By SJ1672 HISTORY - 1948 MONUMENTED CGS SJ1672 HISTORY - 20000725 GOOD MNDT SJ1672 SJ1672 STATION DESCRIPTION SJ1672 SJ1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ1672'8.25 MI NE FROM REMER. SJ1672'ABOUT 8.25 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE SJ1672'AT REMER, AT THE JUNCTION OF A WOODS TRAIL NORTHWEST, 51 FEET SJ1672'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTHWEST OF THE SJ1672'CENTER LINE OF THE TRAIL, 42 FEET SOUTHEAST OF A TRIANGULAR BLAZED SJ1672'14-INCH BIRCH TREE, 6.5 FEET EAST OF A TRIANGULAR BLAZED 17-INCH BIRCH SJ1672'TREE, 13 FEET NORTHWEST OF THE SOUTHWEST END OF A 15-INCH PIPE CULVERT SJ1672'UNDER TRAIL, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1.5 FEET SJ1672'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 SJ1672'INCHES. SJ1672 SJ1672 STATION RECOVERY (2000) SJ1672 SJ1672'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) SJ1672'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS, SJ1672'THE MARK IS 5 MI (8.0 KM) NE OF REMER, 5.1 MI (8.2 KM) NE ALONG TH 6 SJ1672'FROM JCT OF TH 6 AND TH 200 IN REMER, 51 FT (15.5 M) NW OF TH 6, 17 FT SJ1672'(5.2 M) SW OF WOODS TRAIL NW, 42 FT (12.8 M) SE OF 14 INCH BIRCH TREE, SJ1672'6.5 FT (2.0 M) EAST OF 17 INCH BIRCH TREE, 13 FT (4.0 M) NW OF SJ1672'CULVERT, 3.1 FT (0.9 M) SE OF WIT POST, DISK FLUSH AND MAGNETIC. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 SJ1673 *********************************************************************** SJ1673 DESIGNATION - U 262 SJ1673 PID - SJ1673 SJ1673 STATE/COUNTY- MN/CASS SJ1673 USGS QUAD - SUGAR LAKE (1996) SJ1673 SJ1673 *CURRENT SURVEY CONTROL SJ1673 ___________________________________________________________________ SJ1673* NAD 83(1986)- 47 08 59. (N) 093 47 01. (W) SCALED SJ1673* NAVD 88 - 442.557 (meters) 1451.96 (feet) ADJUSTED SJ1673 ___________________________________________________________________ SJ1673 GEOID HEIGHT- -28.99 (meters) GEOID99 SJ1673 DYNAMIC HT - 442.587 (meters) 1452.05 (feet) COMP SJ1673 MODELED GRAV- 980,667.5 (mgal) NAVD 88 SJ1673 SJ1673 VERT ORDER - SECOND CLASS 0 SJ1673 SJ1673.The horizontal coordinates were scaled from a topographic map and have SJ1673.an estimated accuracy of +/- 6 seconds. SJ1673 SJ1673.The orthometric height was determined by differential leveling SJ1673.and adjusted by the National Geodetic Survey in June 1991. SJ1673 SJ1673.The geoid height was determined by GEOID99. SJ1673 SJ1673.The dynamic height is computed by dividing the NAVD 88 SJ1673.geopotential number by the normal gravity value computed on the SJ1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1673.degrees latitude (g = 980.6199 gals.). SJ1673 SJ1673.The modeled gravity was interpolated from observed gravity values. SJ1673 SJ1673; North East Units Estimated Accuracy SJ1673;SPC MN C - 339,050. 835,370. MT (+/- 180 meters Scaled) SJ1673 SJ1673 SUPERSEDED SURVEY CONTROL SJ1673 SJ1673 NGVD 29 - 442.315 (m) 1451.16 (f) ADJ UNCH 2 0 SJ1673 SJ1673.Superseded values are not recommended for survey control. SJ1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1673.See file dsdata.txt to determine how the superseded data were derived. SJ1673 SJ1673_MARKER: DB = BENCH MARK DISK SJ1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1673_STAMPING: U 262 1948 SJ1673_MARK LOGO: CGS SJ1673_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1673+STABILITY: SURFACE MOTION SJ1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1673+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 SJ1673 SJ1673 HISTORY - Date Condition Report By SJ1673 HISTORY - 1948 MONUMENTED CGS SJ1673 HISTORY - 20000725 GOOD MNDT SJ1673 SJ1673 STATION DESCRIPTION SJ1673 SJ1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ1673'9.25 MI NE FROM REMER. SJ1673'ABOUT 9.25 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE SJ1673'AT REMER, ABOUT 0.7 MILE SOUTHWEST OF WILLOW LAKE ROADSIDE PARKING SJ1673'AREA, AT A WOODS LANE LEADING NORTHWEST, 52 FEET NORTHWEST OF THE SJ1673'CENTER LINE OF THE HIGHWAY, 23 FEET NORTHEAST OF THE CENTER LINE OF SJ1673'THE LANE, 11.5 FEET SOUTHEAST OF A TRIANGULAR BLAZED 10-INCH TREE, 2 SJ1673'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE SJ1673'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES. SJ1673 SJ1673 STATION RECOVERY (2000) SJ1673 SJ1673'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) SJ1673'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS, SJ1673'THE MARK IS 9.25 MI (14.89 KM) NE OF REMER POST OFFICE, 8.8 MI (14.2 SJ1673'KM) NE ALONG TH 6 FROM JCT OF TH 6 AND TH 200 IN REMER, 0.7 MI (1.1 SJ1673'KM) SW OF WILLOW LAKE ROADSIDE PARKING AREA, 52 FT (15.8 M) NW OF TH SJ1673'6, 23 FT (7.0 M) NE OF WOODS RD NW, AT TH 6 MP 65.35, 3.0 FT (0.9 M) SJ1673'SOUTH OF WIT POST, PROJECTS 2 INCHES, MAGNETIC, NOT SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 SJ1674 *********************************************************************** SJ1674 DESIGNATION - V 262 SJ1674 PID - SJ1674 SJ1674 STATE/COUNTY- MN/CASS SJ1674 USGS QUAD - SUGAR LAKE (1996) SJ1674 SJ1674 *CURRENT SURVEY CONTROL SJ1674 ___________________________________________________________________ SJ1674* NAD 83(1986)- 47 09 32. (N) 093 46 34. (W) SCALED SJ1674* NAVD 88 - 436.598 (meters) 1432.41 (feet) ADJUSTED SJ1674 ___________________________________________________________________ SJ1674 GEOID HEIGHT- -29.01 (meters) GEOID99 SJ1674 DYNAMIC HT - 436.628 (meters) 1432.50 (feet) COMP SJ1674 MODELED GRAV- 980,668.4 (mgal) NAVD 88 SJ1674 SJ1674 VERT ORDER - SECOND CLASS 0 SJ1674 SJ1674.The horizontal coordinates were scaled from a topographic map and have SJ1674.an estimated accuracy of +/- 6 seconds. SJ1674 SJ1674.The orthometric height was determined by differential leveling SJ1674.and adjusted by the National Geodetic Survey in June 1991. SJ1674 SJ1674.The geoid height was determined by GEOID99. SJ1674 SJ1674.The dynamic height is computed by dividing the NAVD 88 SJ1674.geopotential number by the normal gravity value computed on the SJ1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1674.degrees latitude (g = 980.6199 gals.). SJ1674 SJ1674.The modeled gravity was interpolated from observed gravity values. SJ1674 SJ1674; North East Units Estimated Accuracy SJ1674;SPC MN C - 340,070. 835,940. MT (+/- 180 meters Scaled) SJ1674 SJ1674 SUPERSEDED SURVEY CONTROL SJ1674 SJ1674 NGVD 29 - 436.356 (m) 1431.61 (f) ADJ UNCH 2 0 SJ1674 SJ1674.Superseded values are not recommended for survey control. SJ1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1674.See file dsdata.txt to determine how the superseded data were derived. SJ1674 SJ1674_MARKER: DB = BENCH MARK DISK SJ1674_SETTING: 31 = STONE RETAINING WALL SJ1674_STAMPING: V 262 1948 SJ1674_MARK LOGO: CGS SJ1674_MAGNETIC: N = NO MAGNETIC MATERIAL SJ1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY SJ1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1674+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 SJ1674 SJ1674 HISTORY - Date Condition Report By SJ1674 HISTORY - 1948 MONUMENTED CGS SJ1674 HISTORY - 20000725 GOOD MNDT SJ1674 SJ1674 STATION DESCRIPTION SJ1674 SJ1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ1674'9.95 MI NE FROM REMER. SJ1674'ABOUT 9.95 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE SJ1674'AT REMER, AT THE WILLOW LAKE ROADSIDE PARKING AREA, SET IN THE TOP OF SJ1674'THE MASONRY STONE RETAINING WALL AT THE NORTH END OF PARKING AREA, 37 SJ1674'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 73.5 FEET SOUTH OF THE SJ1674'NORTH END OF THE RETAINING WALL, 4.5 FEET NORTH OF THE SOUTH END OF SJ1674'THE RETAINING WALL, AND ABOUT 4 FEET ABOVE THE HIGHWAY. SJ1674 SJ1674 STATION RECOVERY (2000) SJ1674 SJ1674'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) SJ1674'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS, SJ1674'THE MARK IS 9.95 MI (16.01 KM) NE OF REMER POST OFFICE, AT WILLOW LAKE SJ1674'ROADSIDE PARKING AREA, 9.5 MI (15.3 KM) NE ALONG TH 6 FROM JCT OF TH 6 SJ1674'AND TH 200 IN REMER, AT TH 6 MP 66.05, 37.0 FT (11.3 M) EAST OF TH 6, SJ1674'IN TOP OF WALL, 4.5 FT (1.4 M) NORTH OF SOUTH END AND 73.5 FT (22.4 M) SJ1674'SOUTH OF NORTH END OF RETAINING WALL, AT NORTH END OF PARKING AREA, SJ1674'NOT MAGNETIC, NOT SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 SJ1675 *********************************************************************** SJ1675 DESIGNATION - W 262 SJ1675 PID - SJ1675 SJ1675 STATE/COUNTY- MN/CASS SJ1675 USGS QUAD - SUGAR LAKE (1996) SJ1675 SJ1675 *CURRENT SURVEY CONTROL SJ1675 ___________________________________________________________________ SJ1675* NAD 83(1986)- 47 10 24. (N) 093 46 30. (W) SCALED SJ1675* NAVD 88 - 428.289 (meters) 1405.14 (feet) ADJUSTED SJ1675 ___________________________________________________________________ SJ1675 GEOID HEIGHT- -29.03 (meters) GEOID99 SJ1675 DYNAMIC HT - 428.319 (meters) 1405.24 (feet) COMP SJ1675 MODELED GRAV- 980,669.5 (mgal) NAVD 88 SJ1675 SJ1675 VERT ORDER - SECOND CLASS 0 SJ1675 SJ1675.The horizontal coordinates were scaled from a topographic map and have SJ1675.an estimated accuracy of +/- 6 seconds. SJ1675 SJ1675.The orthometric height was determined by differential leveling SJ1675.and adjusted by the National Geodetic Survey in June 1991. SJ1675 SJ1675.The geoid height was determined by GEOID99. SJ1675 SJ1675.The dynamic height is computed by dividing the NAVD 88 SJ1675.geopotential number by the normal gravity value computed on the SJ1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1675.degrees latitude (g = 980.6199 gals.). SJ1675 SJ1675.The modeled gravity was interpolated from observed gravity values. SJ1675 SJ1675; North East Units Estimated Accuracy SJ1675;SPC MN C - 341,680. 836,010. MT (+/- 180 meters Scaled) SJ1675 SJ1675 SUPERSEDED SURVEY CONTROL SJ1675 SJ1675 NGVD 29 - 428.047 (m) 1404.35 (f) ADJ UNCH 2 0 SJ1675 SJ1675.Superseded values are not recommended for survey control. SJ1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1675.See file dsdata.txt to determine how the superseded data were derived. SJ1675 SJ1675_MARKER: DB = BENCH MARK DISK SJ1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1675_STAMPING: W 262 1948 SJ1675_MARK LOGO: CGS SJ1675_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT SJ1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1675+STABILITY: SURFACE MOTION SJ1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SJ1675+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000 SJ1675 SJ1675 HISTORY - Date Condition Report By SJ1675 HISTORY - 1948 MONUMENTED CGS SJ1675 HISTORY - 20000725 GOOD MNDT SJ1675 SJ1675 STATION DESCRIPTION SJ1675 SJ1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SJ1675'10.95 MI NE FROM REMER. SJ1675'ABOUT 10.95 MILES NORTHEAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE SJ1675'AT REMER, ABOUT 1.0 MILE NORTH OF THE WILLOW LAKE ROADSIDE PARKING SJ1675'AREA, ABOUT 0.3 MILE SOUTH OF THE CASS-ITASCA COUNTY LINE, AT THE EDGE SJ1675'OF TIMBER NEAR THE TOP OF A GRADE, 46 FEET EAST OF THE CENTER LINE OF SJ1675'THE HIGHWAY, 16 FEET SOUTHWEST OF A TRIANGULAR BLAZED 7-INCH POPLAR SJ1675'TREE, 17 FEET NORTHWEST OF A TRIANGULAR BLAZED 5-INCH POPLAR TREE, 2 SJ1675'FEET WEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE HIGHWAY AND SJ1675'SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES. SJ1675 SJ1675 STATION RECOVERY (2000) SJ1675 SJ1675'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) SJ1675'THE MARK WAS RECOVERED IN GOOD CONDITION. NEW ADDITIONS FOLLOW. 10.5 SJ1675'MI (16.9 KM) NE ALONG TH 6 FROM JCT OF TH 6 AND TH 200 IN REMER, AT SJ1675'EDGE OF TIMBER, NEAR TOP OF GRADE, 32.4 FT (9.9 M) NORTH OF ENT, AT TH SJ1675'6 MP 67.05, 3.0 FT (0.9 M) EAST OF WIT POST, MARK PROJECTS 6 INCHES, SJ1675'MAGNETIC, NOT SUITABLE FOR GPS.