1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG6286 *********************************************************************** DG6286 DESIGNATION - 6 RRB DG6286 PID - DG6286 DG6286 STATE/COUNTY- MN/BELTRAMI DG6286 USGS QUAD - FOUR TOWN NW (1973) DG6286 DG6286 *CURRENT SURVEY CONTROL DG6286 ___________________________________________________________________ DG6286* NAD 83(1986)- 48 27 08. (N) 095 23 54. (W) SCALED DG6286* NAVD 88 - 374.049 (meters) 1227.19 (feet) ADJUSTED DG6286 ___________________________________________________________________ DG6286 GEOID HEIGHT- -27.75 (meters) GEOID03 DG6286 DYNAMIC HT - 374.136 (meters) 1227.48 (feet) COMP DG6286 MODELED GRAV- 980,832.1 (mgal) NAVD 88 DG6286 DG6286 VERT ORDER - SECOND CLASS I DG6286 DG6286.The horizontal coordinates were scaled from a topographic map and have DG6286.an estimated accuracy of +/- 6 seconds. DG6286 DG6286.The orthometric height was determined by differential leveling DG6286.and adjusted by the National Geodetic Survey in March 2005. DG6286.No vertical observational check was made to the station. DG6286 DG6286.The geoid height was determined by GEOID03. DG6286 DG6286.The dynamic height is computed by dividing the NAVD 88 DG6286.geopotential number by the normal gravity value computed on the DG6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG6286.degrees latitude (g = 980.6199 gals.). DG6286 DG6286.The modeled gravity was interpolated from observed gravity values. DG6286 DG6286; North East Units Estimated Accuracy DG6286;SPC MN N - 319,570. 630,020. MT (+/- 180 meters Scaled) DG6286 DG6286 SUPERSEDED SURVEY CONTROL DG6286 DG6286.No superseded survey control is available for this station. DG6286 DG6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP226693(NAD 83) DG6286_MARKER: DD = SURVEY DISK DG6286_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DG6286_STAMPING: 6 RRB 1973 DG6286_MARK LOGO: USGS DG6286_PROJECTION: RECESSED 8 CENTIMETERS DG6286_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG6286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DG6286+STABILITY: POSITION/ELEVATION WELL DG6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG6286+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004 DG6286 DG6286 HISTORY - Date Condition Report By DG6286 HISTORY - 1973 MONUMENTED USGS DG6286 HISTORY - 20040702 GOOD MNDT DG6286 DG6286 STATION DESCRIPTION DG6286 DG6286'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP) DG6286'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 12.50 MILES DG6286'(20.12 KM) NORTH-NORTHWEST OF FOUR TOWN, 2.0 MILES (3.2 KM) NORTH DG6286'ALONG COUNTY ROAD 44, THENCE 1.0 MILES (1.6 KM) NORTH ON COUNTY ROAD DG6286'704, THENCE 9.35 MILES (15.05 KM) NORTH ON FOUR TOWN ROAD NORTHWEST, DG6286'THENCE 3.6 MILES (5.8 KM) WEST ON MOOSE RIVER ROAD NORTHWEST, AT FIRE DG6286'NO 34322, 92 FEET (28.0 M) SOUTH AND 50 FEET (15.2 M) EAST OF ROAD AT DG6286'TRAIL SOUTH, 2.0 FEET (0.6 M) NORTH OF NORTHWEST CORNER OF SMALL DIRT DG6286'MOUND, 1.0 FEET (0.3 M) WEST OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG6294 *********************************************************************** DG6294 DESIGNATION - 67 KEE DG6294 PID - DG6294 DG6294 STATE/COUNTY- MN/BELTRAMI DG6294 USGS QUAD - GATES CORNER (1973) DG6294 DG6294 *CURRENT SURVEY CONTROL DG6294 ___________________________________________________________________ DG6294* NAD 83(1986)- 48 27 10. (N) 095 19 09. (W) SCALED DG6294* NAVD 88 - 380.966 (meters) 1249.89 (feet) ADJUSTED DG6294 ___________________________________________________________________ DG6294 GEOID HEIGHT- -27.83 (meters) GEOID03 DG6294 DYNAMIC HT - 381.054 (meters) 1250.17 (feet) COMP DG6294 MODELED GRAV- 980,830.6 (mgal) NAVD 88 DG6294 DG6294 VERT ORDER - SECOND CLASS I DG6294 DG6294.The horizontal coordinates were scaled from a topographic map and have DG6294.an estimated accuracy of +/- 6 seconds. DG6294 DG6294.The orthometric height was determined by differential leveling DG6294.and adjusted by the National Geodetic Survey in March 2005. DG6294.No vertical observational check was made to the station. DG6294 DG6294.The geoid height was determined by GEOID03. DG6294 DG6294.The dynamic height is computed by dividing the NAVD 88 DG6294.geopotential number by the normal gravity value computed on the DG6294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG6294.degrees latitude (g = 980.6199 gals.). DG6294 DG6294.The modeled gravity was interpolated from observed gravity values. DG6294 DG6294; North East Units Estimated Accuracy DG6294;SPC MN N - 319,460. 635,880. MT (+/- 180 meters Scaled) DG6294 DG6294 SUPERSEDED SURVEY CONTROL DG6294 DG6294.No superseded survey control is available for this station. DG6294 DG6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP285692(NAD 83) DG6294_MARKER: DD = SURVEY DISK DG6294_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES DG6294_SP_SET: FIRE TOWER FOOTING DG6294_STAMPING: 67 KEE 1967 DG6294_MARK LOGO: USGS DG6294_MAGNETIC: N = NO MAGNETIC MATERIAL DG6294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG6294+STABILITY: SURFACE MOTION DG6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG6294+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004 DG6294 DG6294 HISTORY - Date Condition Report By DG6294 HISTORY - 1967 MONUMENTED USGS DG6294 HISTORY - 20040702 GOOD MNDT DG6294 DG6294 STATION DESCRIPTION DG6294 DG6294'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP) DG6294'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 12.0 MILES DG6294'(19.3 KM) NORTH AND 1.0 MILES (1.6 KM) EAST OF FOUR TOWN, 2.0 MILES DG6294'(3.2 KM) NORTH ALONG COUNTY ROAD 44, THENCE 1.0 MILES (1.6 KM) NORTH DG6294'ON COUNTY ROAD 704, THENCE 9.35 MILES (15.05 KM) NORTH ON FOUR TOWN DG6294'ROAD NORTHWEST, 167.0 FEET (50.9 M) NORTH OF MOOSE RIVER ROAD DG6294'NORTHWEST, 71 FEET (21.6 M) NORTH AND 67 FEET (20.4 M) WEST OF PRIVATE DG6294'DRIVE WEST TO SHACK, IN SOUTHEAST CORNER OF SOUTHWEST FOOTING OF OLD DG6294'FIRE TOWER, 1.5 FEET (0.5 M) NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG6281 *********************************************************************** DG6281 DESIGNATION - 67 KEE 1 DG6281 PID - DG6281 DG6281 STATE/COUNTY- MN/BELTRAMI DG6281 USGS QUAD - SHILLING DAM NW (1973) DG6281 DG6281 *CURRENT SURVEY CONTROL DG6281 ___________________________________________________________________ DG6281* NAD 83(1986)- 48 27 07. (N) 095 14 35. (W) SCALED DG6281* NAVD 88 - 382.528 (meters) 1255.01 (feet) ADJUSTED DG6281 ___________________________________________________________________ DG6281 GEOID HEIGHT- -27.91 (meters) GEOID03 DG6281 DYNAMIC HT - 382.616 (meters) 1255.30 (feet) COMP DG6281 MODELED GRAV- 980,829.2 (mgal) NAVD 88 DG6281 DG6281 VERT ORDER - SECOND CLASS I DG6281 DG6281.The horizontal coordinates were scaled from a topographic map and have DG6281.an estimated accuracy of +/- 6 seconds. DG6281 DG6281.The orthometric height was determined by differential leveling DG6281.and adjusted by the National Geodetic Survey in March 2005. DG6281.No vertical observational check was made to the station. DG6281 DG6281.The geoid height was determined by GEOID03. DG6281 DG6281.The dynamic height is computed by dividing the NAVD 88 DG6281.geopotential number by the normal gravity value computed on the DG6281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG6281.degrees latitude (g = 980.6199 gals.). DG6281 DG6281.The modeled gravity was interpolated from observed gravity values. DG6281 DG6281; North East Units Estimated Accuracy DG6281;SPC MN N - 319,210. 641,500. MT (+/- 180 meters Scaled) DG6281 DG6281 SUPERSEDED SURVEY CONTROL DG6281 DG6281.No superseded survey control is available for this station. DG6281 DG6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP341689(NAD 83) DG6281_MARKER: DD = SURVEY DISK DG6281_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DG6281_STAMPING: 67 KEE 1 DG6281_MARK LOGO: MNDT DG6281_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG6281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG6281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG6281+SATELLITE: SATELLITE OBSERVATIONS - 2003 DG6281 DG6281 HISTORY - Date Condition Report By DG6281 HISTORY - 2003 MONUMENTED MNDT DG6281 DG6281 STATION DESCRIPTION DG6281 DG6281'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP) DG6281'THE MARK IS 13 MILES (20.9 KM) NORTH-NORTHEAST OF FOUR TOWN, 1.8 MILES DG6281'(2.9 KM) NORTH ALONG COUNTY ROAD 44 FROM JUNCTION OF COUNTY ROAD 44 DG6281'AND TRUNK HIGHWAY 89 IN FOUR TOWN, THENCE 1.15 MILES (1.85 KM) NORTH DG6281'ON COUNTY ROAD 704, THENCE 9.3 MILES (15.0 KM) NORTH ON FOUR TOWN ROAD DG6281'NORTHWEST, 28.0 FEET (8.5 M) SOUTH OF MOOSE RIVER ROAD NORTHWEST, 9.2 DG6281'FEET (2.8 M) EAST ON HIKING TRAIL, 1.7 FEET (0.5 M) WEST OF WITNESS DG6281'POST. THE MARK, A STANDARD STATE OF MINNESOTA DEPARTMENT OF DG6281'TRANSPORTATION GEODETIC MARK DISK SET ON TOP OF A 15 FOOT (4.6 M) DG6281'DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS FLUSH, DG6281'MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AB9923 *********************************************************************** AB9923 HT_MOD - This is a Height Modernization Survey Station. AB9923 CBN - This is a Cooperative Base Network Control Station. AB9923 DESIGNATION - BENVIL AB9923 PID - AB9923 AB9923 STATE/COUNTY- MN/BELTRAMI AB9923 USGS QUAD - FOUR TOWN NW (1973) AB9923 AB9923 *CURRENT SURVEY CONTROL AB9923 ___________________________________________________________________ AB9923* NAD 83(1996)- 48 26 11.47948(N) 095 29 32.69976(W) ADJUSTED AB9923* NAVD 88 - 365.66 (meters) 1199.7 (feet) GPS OBS AB9923 ___________________________________________________________________ AB9923 X - -405,803.195 (meters) COMP AB9923 Y - -4,220,282.066 (meters) COMP AB9923 Z - 4,749,470.379 (meters) COMP AB9923 LAPLACE CORR- -4.00 (seconds) DEFLEC99 AB9923 ELLIP HEIGHT- 338.03 (meters) (01/15/97) GPS OBS AB9923 GEOID HEIGHT- -27.61 (meters) GEOID03 AB9923 AB9923 HORZ ORDER - B AB9923 ELLP ORDER - FOURTH CLASS I AB9923 AB9923.The horizontal coordinates were established by GPS observations AB9923.and adjusted by the National Geodetic Survey in January 1997. AB9923 AB9923.The orthometric height was determined by GPS observations and a AB9923.high-resolution geoid model using precise GPS observation and AB9923.processing techniques. It supersedes the leveled height previously AB9923.determined for this station. AB9923 AB9923.Photographs are available for this station. AB9923 AB9923.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9923 AB9923.The Laplace correction was computed from DEFLEC99 derived deflections. AB9923 AB9923.The ellipsoidal height was determined by GPS observations AB9923.and is referenced to NAD 83. AB9923 AB9923.The geoid height was determined by GEOID03. AB9923 AB9923; North East Units Scale Factor Converg. AB9923;SPC MN N - 318,035.177 623,012.111 MT 0.99995790 -1 46 23.9 AB9923;UTM 15 - 5,367,820.598 315,657.704 MT 1.00001753 -1 51 55.4 AB9923 AB9923! - Elev Factor x Scale Factor = Combined Factor AB9923!SPC MN N - 0.99994703 x 0.99995790 = 0.99990493 AB9923!UTM 15 - 0.99994703 x 1.00001753 = 0.99996455 AB9923 AB9923 SUPERSEDED SURVEY CONTROL AB9923 AB9923 NAVD 88 (03/18/05) 365.649 (m) 1199.63 (f) ADJUSTED 2 1 AB9923 AB9923.Superseded values are not recommended for survey control. AB9923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB9923.See file dsdata.txt to determine how the superseded data were derived. AB9923 AB9923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1565867821(NAD 83) AB9923_MARKER: I = METAL ROD AB9923_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AB9923_STAMPING: BENVIL 1994 AB9923_MARK LOGO: MNDT AB9923_PROJECTION: FLUSH AB9923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AB9923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9923+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004 AB9923_ROD/PIPE-DEPTH: 7.3 meters AB9923 AB9923 HISTORY - Date Condition Report By AB9923 HISTORY - 1994 MONUMENTED MNDT AB9923 HISTORY - 19980401 GOOD MNDT AB9923 HISTORY - 20030702 GOOD MNDT AB9923 HISTORY - 20031021 GOOD MNDT AB9923 HISTORY - 20040205 GOOD MNDT AB9923 AB9923 STATION DESCRIPTION AB9923 AB9923'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH) AB9923'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1994. THE MARK IS AB9923'LOCATED ABOUT 11 MI (17.7 KM) NE OF THE TOWN OF GRYGLA IN THE NW 1/4 AB9923'OF SECTION 12, T157N, R38W. TO REACH THE MARK FROM THE JCT OF CO RD AB9923'54 AND TH 89 IN GRYGLA, GO NORTH FOR 10.25 MI (16.50 KM) ON CO RD 54, AB9923'THEN GO EAST FOR 5.45 MI (8.77 KM) ON CO RD 706, THEN GO SOUTH ON A AB9923'TWP RD FOR 0.6 MI (1.0 KM) TO THE MARK ON THE LEFT. THE MARK IS 46.0 AB9923'FT (14.0 M) EAST OF A TWP RD, 72.0 FT (21.9 M) SW OF THE SW COR OF THE AB9923'TOWNHALL, 51.2 FT (15.6 M) SOUTH OF A P-POLE, 20.0 FT (6.1 M) SOUTH OF AB9923'A DRIVEWAY, 5.0 FT (1.5 M) SE OF A WOOD GATE POST, AND 4.3 FT (1.3 M) AB9923'SE OF A WIT POST. THE MARK IS A PUNCH MARK ON THE TOP OF A DRIVEN 1/2 AB9923'INCH DIAMETER BY 24 FT (7.3 M) LONG STAINLESS STEEL ROD WITH A 3 FT AB9923'(0.9 M) PLASTIC STABILIZER SLEEVE. ACCESS TO THE DATUM POINT IS AB9923'THROUGH A 5 INCH LOGO CAP THAT IS FLUSH WITH THE GROUND, AB9923'STAMPED---BENVIL 1994---, SET ON TOP OF A 5 INCH DIAMETER BY 24 INCH AB9923'LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN CONCRETE. A AB9923'METAL SPIKE WAS PLACED IN THE SILICA SAND MAKING THE MARK MAGNETIC. AB9923'DESCRIBED BY DAVID K. HERDER, TYPED BY J.E.M. AB9923 AB9923 STATION RECOVERY (1998) AB9923 AB9923'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) AB9923'THE MARK WAS RECOVERED AS DESCRIBED AB9923 AB9923 STATION RECOVERY (2003) AB9923 AB9923'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP) AB9923'THE MARK WAS RECOVERED IN GOOD CONDITION. AB9923 AB9923 STATION RECOVERY (2003) AB9923 AB9923'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH) AB9923'RECOVERED AS DESCRIBED. AB9923 AB9923 STATION RECOVERY (2004) AB9923 AB9923'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH) AB9923'11 MILES NORTHEAST OF GRYGLA, 10.25 MILES NORTH ALONG COUNTY ROAD 54 AB9923'FROM JUNCTION OF COUNTY ROAD 54 AND TRUNK HIGHWAY 89 IN GRYGLA THEN AB9923'5.45 MILES EAST ON COUNTY ROAD 706 THEN 0.6 MILES SOUTH ON TOWNSHIP AB9923'ROAD, 46.0 FEET EAST OF TOWNSHIP ROAD, 72.0 FEET SOUTHWEST OF AB9923'SOUTHWEST CORNER OF TOWNHALL, 51.2 FEET SOUTH OF POWER POLE, 20.0 FEET AB9923'SOUTH OF DRIVEWAY, 5.0 FEET SOUTHEAST OF WOOD GATE POST, 4.3 FEET AB9923'SOUTHEAST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG6282 *********************************************************************** DG6282 DESIGNATION - DONAGH DG6282 PID - DG6282 DG6282 STATE/COUNTY- MN/BELTRAMI DG6282 USGS QUAD - SHILLING DAM NW (1973) DG6282 DG6282 *CURRENT SURVEY CONTROL DG6282 ___________________________________________________________________ DG6282* NAD 83(1986)- 48 27 07. (N) 095 13 57. (W) SCALED DG6282* NAVD 88 - 381.077 (meters) 1250.25 (feet) ADJUSTED DG6282 ___________________________________________________________________ DG6282 GEOID HEIGHT- -27.92 (meters) GEOID03 DG6282 DYNAMIC HT - 381.165 (meters) 1250.54 (feet) COMP DG6282 MODELED GRAV- 980,829.3 (mgal) NAVD 88 DG6282 DG6282 VERT ORDER - SECOND CLASS I DG6282 DG6282.The horizontal coordinates were scaled from a topographic map and have DG6282.an estimated accuracy of +/- 6 seconds. DG6282 DG6282.The orthometric height was determined by differential leveling DG6282.and adjusted by the National Geodetic Survey in March 2005. DG6282.No vertical observational check was made to the station. DG6282 DG6282.The geoid height was determined by GEOID03. DG6282 DG6282.The dynamic height is computed by dividing the NAVD 88 DG6282.geopotential number by the normal gravity value computed on the DG6282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG6282.degrees latitude (g = 980.6199 gals.). DG6282 DG6282.The modeled gravity was interpolated from observed gravity values. DG6282 DG6282; North East Units Estimated Accuracy DG6282;SPC MN N - 319,190. 642,280. MT (+/- 180 meters Scaled) DG6282 DG6282 SUPERSEDED SURVEY CONTROL DG6282 DG6282.No superseded survey control is available for this station. DG6282 DG6282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP349689(NAD 83) DG6282_MARKER: DD = SURVEY DISK DG6282_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DG6282_STAMPING: DONAGH 2003 DG6282_MARK LOGO: MNDT DG6282_PROJECTION: FLUSH DG6282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG6282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG6282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG6282+SATELLITE: SATELLITE OBSERVATIONS - 2003 DG6282 DG6282 HISTORY - Date Condition Report By DG6282 HISTORY - 2003 MONUMENTED MNDT DG6282 DG6282 STATION DESCRIPTION DG6282 DG6282'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP) DG6282'THE MARK IS 13.0 MILES (20.9 KM) NORTH-NORTHEAST OF FOUR TOWN, 1.8 DG6282'MILES (2.9 KM) NORTH ALONG COUNTY ROAD 44 FROM JUNCTION OF COUNTY ROAD DG6282'44 AND TRUNK HIGHWAY 89 IN FOUR TOWN, THENCE 1.15 MILES (1.85 KM) DG6282'NORTH ON COUNTY ROAD 704, THENCE 9.3 MILES (15.0 KM) NORTH ON FOUR DG6282'TOWN ROAD NORTHWEST, THENCE 3.90 MILES (6.28 KM) EAST ON MOOSE RIVER DG6282'ROAD NORTHWEST, 11.7 FEET (3.6 M) NORTH OF MOOSE RIVER ROAD NORTHWEST, DG6282'23.8 FEET (7.3 M) SOUTH EAST OF MOOSE RIVER ROAD NORTHWEST, 134.3 FEET DG6282'(40.9 M) WEST OF STATION RULE MNDT, 1.8 FEET (0.5 M) SOUTH OF WITNESS DG6282'POST. THE MARK, A STANDARD STATE OF MINNESOTA DEPARTMENT OF DG6282'TRANSPORTATION GEODETIC MARK DISK SET ON TOP OF A 17 FOOT (5.2 M) DG6282'DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS FLUSH, DG6282'MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AB9981 *********************************************************************** AB9981 HT_MOD - This is a Height Modernization Survey Station. AB9981 CBN - This is a Cooperative Base Network Control Station. AB9981 DESIGNATION - GATE AB9981 PID - AB9981 AB9981 STATE/COUNTY- MN/BELTRAMI AB9981 USGS QUAD - BLACKDUCK (1996) AB9981 AB9981 *CURRENT SURVEY CONTROL AB9981 ___________________________________________________________________ AB9981* NAD 83(1996)- 47 44 34.56727(N) 094 32 57.37512(W) ADJUSTED AB9981* NAVD 88 - 432.64 (meters) 1419.4 (feet) GPS OBS AB9981 ___________________________________________________________________ AB9981 X - -340,837.267 (meters) COMP AB9981 Y - -4,283,649.440 (meters) COMP AB9981 Z - 4,698,002.739 (meters) COMP AB9981 LAPLACE CORR- -2.41 (seconds) DEFLEC99 AB9981 ELLIP HEIGHT- 404.51 (meters) (01/15/97) GPS OBS AB9981 GEOID HEIGHT- -28.10 (meters) GEOID03 AB9981 AB9981 HORZ ORDER - B AB9981 ELLP ORDER - FOURTH CLASS I AB9981 AB9981.The horizontal coordinates were established by GPS observations AB9981.and adjusted by the National Geodetic Survey in January 1997. AB9981 AB9981.The orthometric height was determined by GPS observations and a AB9981.high-resolution geoid model using precise GPS observation and AB9981.processing techniques. It supersedes the leveled height previously AB9981.determined for this station. AB9981 AB9981.Photographs are available for this station. AB9981 AB9981.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9981 AB9981.The Laplace correction was computed from DEFLEC99 derived deflections. AB9981 AB9981.The ellipsoidal height was determined by GPS observations AB9981.and is referenced to NAD 83. AB9981 AB9981.The geoid height was determined by GEOID03. AB9981 AB9981; North East Units Scale Factor Converg. AB9981;SPC MN N - 239,199.755 691,328.246 MT 0.99990411 -1 04 27.2 AB9981;UTM 15 - 5,288,891.502 383,859.735 MT 0.99976575 -1 08 48.5 AB9981 AB9981! - Elev Factor x Scale Factor = Combined Factor AB9981!SPC MN N - 0.99993660 x 0.99990411 = 0.99984072 AB9981!UTM 15 - 0.99993660 x 0.99976575 = 0.99970237 AB9981 AB9981 SUPERSEDED SURVEY CONTROL AB9981 AB9981 NAVD 88 (03/18/05) 432.608 (m) 1419.31 (f) ADJUSTED 2 1 AB9981 AB9981.Superseded values are not recommended for survey control. AB9981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB9981.See file dsdata.txt to determine how the superseded data were derived. AB9981 AB9981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8386088892(NAD 83) AB9981_MARKER: DH = HORIZONTAL CONTROL DISK AB9981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AB9981_STAMPING: GATE 1991 AB9981_MARK LOGO: MNDT AB9981_PROJECTION: RECESSED 10 CENTIMETERS AB9981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AB9981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9981+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004 AB9981_ROD/PIPE-DEPTH: 5.5 meters AB9981 AB9981 HISTORY - Date Condition Report By AB9981 HISTORY - 1991 MONUMENTED MNDT AB9981 HISTORY - 19950918 GOOD MNDT AB9981 HISTORY - 20010724 GOOD MNDT AB9981 HISTORY - 20030507 GOOD MNDT AB9981 HISTORY - 20030721 GOOD MNDT AB9981 HISTORY - 20040224 GOOD MNDT AB9981 AB9981 STATION DESCRIPTION AB9981 AB9981'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH) AB9981'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED ABOUT AB9981'3/4 MI NORTH OF THE TOWN OF BLACKDUCK IN THE NE 1/4 OF SECTION 12, AB9981'T149N, R31W. TO REACH THE MARK FROM THE JCT OF TH 72 AND TH 71 IN AB9981'BLACKDUCK, GO NORTH FOR 0.65 MI (1.05 KM) ALONG TH 72 TO TH 72 MP 0.75 AB9981'AND THE MARK ON THE LEFT. THE MARK, A DISK SET ON A 18 FT (5.5 M) AB9981'DRIVEN ALUMINUM ROD, IS 91.3 FT (27.8 M) WNW OF TH 72, 99.3 FT (30.3 AB9981'M) SSW OF A P-POLE, AND 3.0 FT (0.9 M) WEST OF A WIT POST. RECOVERED AB9981'AND DESCRIBED BY DAVID K. HERDER, TYPED BY M.P.P. AB9981 AB9981 STATION RECOVERY (2001) AB9981 AB9981'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) AB9981'RECOVERED AS DESCRIBED, ACCESS COVER FLUSH, DISK RECESSED 4 INCHES. AB9981 AB9981 STATION RECOVERY (2003) AB9981 AB9981'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS) AB9981'RECOVERED AS DESCRIBED. AB9981 AB9981 STATION RECOVERY (2003) AB9981 AB9981'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DJS) AB9981'THE MARK WAS RECOVERED IN GOOD CONDITION. AB9981 AB9981 STATION RECOVERY (2004) AB9981 AB9981'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH) AB9981'0.75 MILES NORTH OF BLACKDUCK, 0.65 MILES NORTH ALONG TRUNK HIGHWAY 72 AB9981'FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 72 IN BLACKDUCK, AB9981'AT TRUNK HIGHWAY 72 MILEPOINT 0.75, 91.3 FEET WEST-NORTHWEST OF TRUNK AB9981'HIGHWAY 72, 99.3 FEET SOUTH-SOUTHWEST OF POWER POLE, 3.0 FEET WEST OF AB9981'WITNESS POST 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG6293 *********************************************************************** DG6293 DESIGNATION - JESSIE DG6293 PID - DG6293 DG6293 STATE/COUNTY- MN/BELTRAMI DG6293 USGS QUAD - FOUR TOWN NW (1973) DG6293 DG6293 *CURRENT SURVEY CONTROL DG6293 ___________________________________________________________________ DG6293* NAD 83(1986)- 48 26 30. (N) 095 29 33. (W) SCALED DG6293* NAVD 88 - 364.591 (meters) 1196.16 (feet) ADJUSTED DG6293 ___________________________________________________________________ DG6293 GEOID HEIGHT- -27.62 (meters) GEOID03 DG6293 DYNAMIC HT - 364.676 (meters) 1196.44 (feet) COMP DG6293 MODELED GRAV- 980,832.7 (mgal) NAVD 88 DG6293 DG6293 VERT ORDER - SECOND CLASS I DG6293 DG6293.The horizontal coordinates were scaled from a topographic map and have DG6293.an estimated accuracy of +/- 6 seconds. DG6293 DG6293.The orthometric height was determined by differential leveling DG6293.and adjusted by the National Geodetic Survey in March 2005. DG6293.No vertical observational check was made to the station. DG6293 DG6293.The geoid height was determined by GEOID03. DG6293 DG6293.The dynamic height is computed by dividing the NAVD 88 DG6293.geopotential number by the normal gravity value computed on the DG6293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG6293.degrees latitude (g = 980.6199 gals.). DG6293 DG6293.The modeled gravity was interpolated from observed gravity values. DG6293 DG6293; North East Units Estimated Accuracy DG6293;SPC MN N - 318,610. 623,020. MT (+/- 180 meters Scaled) DG6293 DG6293 SUPERSEDED SURVEY CONTROL DG6293 DG6293.No superseded survey control is available for this station. DG6293 DG6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP156683(NAD 83) DG6293_MARKER: DD = SURVEY DISK DG6293_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DG6293_STAMPING: JESSIE 2003 DG6293_MARK LOGO: MNDT DG6293_PROJECTION: FLUSH DG6293_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG6293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG6293+SATELLITE: SATELLITE OBSERVATIONS - 2003 DG6293_ROD/PIPE-DEPTH: 6.1 meters DG6293 DG6293 HISTORY - Date Condition Report By DG6293 HISTORY - 2003 MONUMENTED MNDT DG6293 DG6293 STATION DESCRIPTION DG6293 DG6293'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP) DG6293'THE MARK IS 11.0 MILES (17.7 KM) NORTHEAST OF GRYGLA, 10.25 MILES DG6293'(16.50 KM) NORTH ALONG COUNTY ROAD 54 FROM JUNCTION OF COUNTY ROAD 54 DG6293'AND TRUNK HIGHWAY 89 IN GRYGLA, THENCE 5.45 MILES (8.77 KM) EAST ON DG6293'COUNTY ROAD 706, THENCE 0.25 MILES (0.40 KM) SOUTH ON TOWNSHIP ROAD DG6293'(MOREL ROAD NORTHWEST) , 28.9 FEET (8.8 M) WEST OF GRAVEL ROAD (MOREL DG6293'ROAD NORTHWEST) , 1.3 FEET (0.4 M) EAST OF WITNESS POST. THE MARK, A DG6293'STANDARD STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC MARK DG6293'DISK SET ON TOP OF A 20 FOOT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT DG6293'(0.9 M) STABILIZER FIN IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG6292 *********************************************************************** DG6292 DESIGNATION - RICHARD DG6292 PID - DG6292 DG6292 STATE/COUNTY- MN/BELTRAMI DG6292 USGS QUAD - FOUR TOWN NW (1973) DG6292 DG6292 *CURRENT SURVEY CONTROL DG6292 ___________________________________________________________________ DG6292* NAD 83(1986)- 48 26 40. (N) 095 29 21. (W) SCALED DG6292* NAVD 88 - 363.404 (meters) 1192.27 (feet) ADJUSTED DG6292 ___________________________________________________________________ DG6292 GEOID HEIGHT- -27.63 (meters) GEOID03 DG6292 DYNAMIC HT - 363.488 (meters) 1192.54 (feet) COMP DG6292 MODELED GRAV- 980,832.8 (mgal) NAVD 88 DG6292 DG6292 VERT ORDER - SECOND CLASS I DG6292 DG6292.The horizontal coordinates were scaled from a topographic map and have DG6292.an estimated accuracy of +/- 6 seconds. DG6292 DG6292.The orthometric height was determined by differential leveling DG6292.and adjusted by the National Geodetic Survey in March 2005. DG6292.No vertical observational check was made to the station. DG6292 DG6292.The geoid height was determined by GEOID03. DG6292 DG6292.The dynamic height is computed by dividing the NAVD 88 DG6292.geopotential number by the normal gravity value computed on the DG6292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG6292.degrees latitude (g = 980.6199 gals.). DG6292 DG6292.The modeled gravity was interpolated from observed gravity values. DG6292 DG6292; North East Units Estimated Accuracy DG6292;SPC MN N - 318,910. 623,280. MT (+/- 180 meters Scaled) DG6292 DG6292 SUPERSEDED SURVEY CONTROL DG6292 DG6292.No superseded survey control is available for this station. DG6292 DG6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP159686(NAD 83) DG6292_MARKER: DD = SURVEY DISK DG6292_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DG6292_STAMPING: RICHARD 2003 DG6292_MARK LOGO: MNDT DG6292_PROJECTION: FLUSH DG6292_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG6292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG6292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG6292+SATELLITE: SATELLITE OBSERVATIONS - 2003 DG6292_ROD/PIPE-DEPTH: 4.6 meters DG6292 DG6292 HISTORY - Date Condition Report By DG6292 HISTORY - 2003 MONUMENTED MNDT DG6292 DG6292 STATION DESCRIPTION DG6292 DG6292'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP) DG6292'THE MARK IS 11.5 MILES (18.5 KM) NORTHEAST OF GRYGLA, 10.25 MILES DG6292'(16.50 KM) NORTH ALONG COUNTY ROAD 54 FROM JUNCTION OF COUNTY ROAD 54 DG6292'AND TRUNK HIGHWAY 89 IN GRYGLA, THENCE 5.45 MILES (8.77 KM) EAST ON DG6292'BOREL ROAD NORTHWEST, THENCE 0.20 MILES (0.32 KM) EAST-SOUTHEAST ON DG6292'GRAVEL ROAD (MOOSE RIVER ROAD NORTHWEST) , 21.6 FEET (6.6 M) SOUTH OF DG6292'GRAVEL ROAD, 27 FEET (8.2 M) WEST OF DRIVEWAY NUMBER 40632, 1.5 FEET DG6292'(0.5 M) WEST OF WITNESS POST. THE MARK, A STANDARD STATE OF MINNESOTA DG6292'DEPARTMENT OF TRANSPORTATION GEODETIC MARK DISK SET ON TOP OF A 15 DG6292'FOOT (4.6 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN DG6292'IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AB9945 *********************************************************************** AB9945 HT_MOD - This is a Height Modernization Survey Station. AB9945 CBN - This is a Cooperative Base Network Control Station. AB9945 DESIGNATION - RULE AB9945 PID - AB9945 AB9945 STATE/COUNTY- MN/BELTRAMI AB9945 USGS QUAD - SHILLING DAM NW (1973) AB9945 AB9945 *CURRENT SURVEY CONTROL AB9945 ___________________________________________________________________ AB9945* NAD 83(1996)- 48 27 07.20412(N) 095 13 55.66328(W) ADJUSTED AB9945* NAVD 88 - 381.00 (meters) 1250.0 (feet) GPS OBS AB9945 ___________________________________________________________________ AB9945 X - -386,510.280 (meters) COMP AB9945 Y - -4,220,809.218 (meters) COMP AB9945 Z - 4,750,623.480 (meters) COMP AB9945 LAPLACE CORR- -2.39 (seconds) DEFLEC99 AB9945 ELLIP HEIGHT- 353.06 (meters) (01/15/97) GPS OBS AB9945 GEOID HEIGHT- -27.92 (meters) GEOID03 AB9945 AB9945 HORZ ORDER - B AB9945 ELLP ORDER - FOURTH CLASS I AB9945 AB9945.The horizontal coordinates were established by GPS observations AB9945.and adjusted by the National Geodetic Survey in January 1997. AB9945 AB9945.The orthometric height was determined by GPS observations and a AB9945.high-resolution geoid model using precise GPS observation and AB9945.processing techniques. It supersedes the leveled height previously AB9945.determined for this station. AB9945 AB9945.Photographs are available for this station. AB9945 AB9945.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9945 AB9945.The Laplace correction was computed from DEFLEC99 derived deflections. AB9945 AB9945.The ellipsoidal height was determined by GPS observations AB9945.and is referenced to NAD 83. AB9945 AB9945.The geoid height was determined by GEOID03. AB9945 AB9945; North East Units Scale Factor Converg. AB9945;SPC MN N - 319,192.153 642,310.162 MT 0.99996078 -1 34 49.4 AB9945;UTM 15 - 5,368,946.833 334,957.883 MT 0.99993467 -1 40 15.2 AB9945 AB9945! - Elev Factor x Scale Factor = Combined Factor AB9945!SPC MN N - 0.99994467 x 0.99996078 = 0.99990545 AB9945!UTM 15 - 0.99994467 x 0.99993467 = 0.99987934 AB9945 AB9945 SUPERSEDED SURVEY CONTROL AB9945 AB9945 NAVD 88 (03/18/05) 380.991 (m) 1249.97 (f) ADJUSTED 2 1 AB9945 AB9945.Superseded values are not recommended for survey control. AB9945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB9945.See file dsdata.txt to determine how the superseded data were derived. AB9945 AB9945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3495868947(NAD 83) AB9945_MARKER: I = METAL ROD AB9945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AB9945_STAMPING: RULE 1994 AB9945_MARK LOGO: MNDT AB9945_PROJECTION: FLUSH AB9945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AB9945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9945+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004 AB9945_ROD/PIPE-DEPTH: 4.9 meters AB9945 AB9945 HISTORY - Date Condition Report By AB9945 HISTORY - 1994 MONUMENTED MNDT AB9945 HISTORY - 19970401 GOOD MNDT AB9945 HISTORY - 20030703 POOR MNDT AB9945 HISTORY - 20031021 GOOD MNDT AB9945 HISTORY - 20040302 POOR MNDT AB9945 AB9945 STATION DESCRIPTION AB9945 AB9945'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH) AB9945'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1994. THE MARK IS AB9945'LOCATED ABOUT 13 MI (20.9 KM) NE OF THE TOWN OF FOURTOWN IN THE SW 1/4 AB9945'OF SECTION 36, T158N, R36W. TO REACH THE MARK FROM THE JCT OF CO RD AB9945'44 AND TH 89 IN FOURTOWN, GO NORTH FOR 1.8 MI (2.9 KM) ON CO RD 54, AB9945'THEN GO NORTH FOR 1.15 MI (1.85 KM) ON CO RD 704, THEN GO NORTH FOR AB9945'9.3 MI (15.0 KM) ON A TWP RD, THEN GO EAST ON TWP RD FOR 3.95 MI (6.36 AB9945'KM) AND THE MARK ON THE RIGHT. THE MARK IS 8 FT (2.4 M) SOUTH OF A AB9945'TWP RD, 9 FT (2.7 M) EAST OF THE TWP RD TO THE SOUTH, 161 FT (49.1 M) AB9945'EAST OF THE TWP RD TO THE NE, 12 FT (3.7 M) SOUTH OF THE EDGE OF THE AB9945'CREEK, AND 6.5 FT (2.0 M) SOUTH OF A WIT POST. THE MARK IS A PUNCH AB9945'MARK ON THE TOP OF A DRIVEN 1/2 INCH DIAMETER BY 16 FT (4.9 M) LONG AB9945'STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE. AB9945'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP THAT IS FLUSH AB9945'WITH THE GROUND, STAMPED---RULE 1994---, SET ON TOP OF A 5 INCH AB9945'DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND AB9945'SET IN CONCRETE. A METAL SPIKE WAS PLACED IN THE SILICA SAND MAKING AB9945'THE MARK MAGNETIC. DESCRIBED BY DAVID K. HERDER, TYPED BY J.E.M. AB9945 AB9945 STATION RECOVERY (1997) AB9945 AB9945'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH) AB9945'THE MARK WAS RECOVERED AS DESCRIBED. AB9945 AB9945 STATION RECOVERY (2003) AB9945 AB9945'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP) AB9945'THE MARK WAS RECOVERED IN GOOD CONDITION. AB9945 AB9945 STATION RECOVERY (2003) AB9945 AB9945'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DJS) AB9945'RECOVERED AS DESCRIBED. AB9945 AB9945 STATION RECOVERY (2004) AB9945 AB9945'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH) AB9945'13 MILES NORTH-NORTHEAST OF FOURTOWN, 1.8 MILES NORTH ALONG COUNTY AB9945'ROAD 44 FROM JUNCTION OF COUNTY ROAD 44 AND TRUNK HIGHWAY 89 IN AB9945'FOURTOWN THEN 1.15 MILES NORTH ON COUNTY ROAD 704 THEN 9.3 MILES NORTH AB9945'ON TOWNSHIP ROAD THEN 3.95 MILES EAST ON ROAD, 161 FEET EAST OF ROAD AB9945'TO NORTHEAST, 8 FEET SOUTH OF ROAD, 9 FEET EAST OF ROAD TO SOUTH, 12 AB9945'FEET SOUTH OF EDGE OF CREEK, 6.5 FEET SOUTH OF WITNESS POST