1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0112 *********************************************************************** RN0112 DESIGNATION - 0980 W RN0112 PID - RN0112 RN0112 STATE/COUNTY- MN/CARLTON RN0112 USGS QUAD - IVERSON (1969) RN0112 RN0112 *CURRENT SURVEY CONTROL RN0112 ___________________________________________________________________ RN0112* NAD 83(1986)- 46 38 28. (N) 092 31 22. (W) SCALED RN0112* NAVD 88 - 363.185 (meters) 1191.55 (feet) ADJUSTED RN0112 ___________________________________________________________________ RN0112 GEOID HEIGHT- -28.14 (meters) GEOID99 RN0112 DYNAMIC HT - 363.211 (meters) 1191.63 (feet) COMP RN0112 MODELED GRAV- 980,674.4 (mgal) NAVD 88 RN0112 RN0112 VERT ORDER - SECOND CLASS 0 RN0112 RN0112.The horizontal coordinates were scaled from a topographic map and have RN0112.an estimated accuracy of +/- 6 seconds. RN0112 RN0112.The orthometric height was determined by differential leveling RN0112.and adjusted by the National Geodetic Survey in June 1991. RN0112 RN0112.The geoid height was determined by GEOID99. RN0112 RN0112.The dynamic height is computed by dividing the NAVD 88 RN0112.geopotential number by the normal gravity value computed on the RN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN0112.degrees latitude (g = 980.6199 gals.). RN0112 RN0112.The modeled gravity was interpolated from observed gravity values. RN0112 RN0112; North East Units Estimated Accuracy RN0112;SPC MN C - 283,850. 932,220. MT (+/- 180 meters Scaled) RN0112 RN0112 SUPERSEDED SURVEY CONTROL RN0112 RN0112 NGVD 29 - 363.089 (m) 1191.23 (f) ADJ UNCH 2 0 RN0112 RN0112.Superseded values are not recommended for survey control. RN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0112.See file dsdata.txt to determine how the superseded data were derived. RN0112 RN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM365653(NAD 83) RN0112_MARKER: DD = SURVEY DISK RN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN0112_STAMPING: 0980 W LITTLE NO 2 1969 RN0112_MARK LOGO: MNDT RN0112_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RN0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RN0112+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999 RN0112 RN0112 HISTORY - Date Condition Report By RN0112 HISTORY - 1969 MONUMENTED MNDT RN0112 HISTORY - 1971 GOOD MNDT RN0112 HISTORY - 19990901 GOOD MNDT RN0112 RN0112 STATION DESCRIPTION RN0112 RN0112'DESCRIBED BY MN DEPT OF TRANSP 1971 RN0112'1.1 MI NE FROM OTTER CREEK. RN0112'MARK IS LOCATED 1.1 MILES NORTHEAST ALONG FAI 35 FROM THE OTTER CREEK RN0112'OVERPASS NEAR OTTER CREEK, 98 FEET SOUTHEAST OF, AND 4 FEET HIGHER RN0112'THAN, THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT 232.9 (STATION RN0112'6311+45), 700 FEET SOUTHWEST OF LITTLE OTTER CREEK, 1 FOOT NORTHWEST RN0112'OF THE RIGHT OF WAY FENCE, 1 FOOT NORTHWEST OF A STEEL WITNESS POST, RN0112'IN A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE RN0112'GROUND. SE 1/4 SECTION 17, T 17 N, R 48 W. RN0112 RN0112 STATION RECOVERY (1999) RN0112 RN0112'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN0112'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AA2868 *********************************************************************** AA2868 FBN - This is a Federal Base Network Control Station. AA2868 DESIGNATION - GIESEKE AA2868 PID - AA2868 AA2868 STATE/COUNTY- MN/CARLTON AA2868 USGS QUAD - IVERSON (1969) AA2868 AA2868 *CURRENT SURVEY CONTROL AA2868 ___________________________________________________________________ AA2868* NAD 83(1996)- 46 38 23.96630(N) 092 31 22.27474(W) ADJUSTED AA2868* NAVD 88 - 366.23 (meters) 1201.5 (feet) LEVELING AA2868 ___________________________________________________________________ AA2868 X - -193,111.016 (meters) COMP AA2868 Y - -4,382,851.388 (meters) COMP AA2868 Z - 4,614,624.391 (meters) COMP AA2868 LAPLACE CORR- -0.50 (seconds) DEFLEC99 AA2868 ELLIP HEIGHT- 338.11 (meters) (09/21/95) GPS OBS AA2868 GEOID HEIGHT- -28.14 (meters) GEOID99 AA2868 AA2868 HORZ ORDER - A AA2868 VERT ORDER - THIRD AA2868 ELLP ORDER - SECOND CLASS I AA2868 AA2868.The horizontal coordinates were established by GPS observations AA2868.and adjusted by the National Geodetic Survey in September 1995. AA2868 AA2868.The orthometric height was determined by differential leveling. AA2868.The vertical network tie was performed by a horz. field party for horz. AA2868.obs reductions. Reset procedures were used to establish the elevation. AA2868 AA2868.Photographs are available for this station. AA2868 AA2868.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA2868 AA2868.The Laplace correction was computed from DEFLEC99 derived deflections. AA2868 AA2868.The ellipsoidal height was determined by GPS observations AA2868.and is referenced to NAD 83. AA2868 AA2868.The geoid height was determined by GEOID99. AA2868 AA2868; North East Units Scale Converg. AA2868;SPC MN C - 283,722.261 932,220.614 MT 0.99993618 +1 14 57.8 AA2868;UTM 15 - 5,165,269.395 536,518.207 MT 0.99961639 +0 20 48.9 AA2868 AA2868 SUPERSEDED SURVEY CONTROL AA2868 AA2868 NAD 83(1996)- 46 38 23.96687(N) 092 31 22.27393(W) AD( ) A AA2868 ELLIP HT - 338.12 (m) (11/28/94) GP( ) 1 1 AA2868 AA2868.Superseded values are not recommended for survey control. AA2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA2868.See file dsdata.txt to determine how the superseded data were derived. AA2868 AA2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3651865269(NAD 83) AA2868_MARKER: DH = HORIZONTAL CONTROL DISK AA2868_SETTING: 66 = SET IN ROCK OUTCROP AA2868_STAMPING: GIESEKE 1993 AA2868_MARK LOGO: MNDT AA2868_MAGNETIC: O = OTHER; SEE DESCRIPTION AA2868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AA2868+STABILITY: POSITION/ELEVATION WELL AA2868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA2868+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2001 AA2868 AA2868 HISTORY - Date Condition Report By AA2868 HISTORY - 1993 MONUMENTED MNDT AA2868 HISTORY - 19940820 GOOD NGS AA2868 HISTORY - 19951219 GOOD MNDT AA2868 HISTORY - 19990901 GOOD MNDT AA2868 HISTORY - 20011111 GOOD MNDT AA2868 AA2868 STATION DESCRIPTION AA2868 AA2868'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH) AA2868'STATION IS LOCATED ABOUT 6 MI (9.66 KM) SOUTHWEST OF SCANLON NEAR THE AA2868'CENTER OF SEC 17, T48N, R17W ON STATE PROPERTY IN THE MEDIAN OF AA2868'INTERSTATE 35 AT MILEPOST 232.65. AA2868' AA2868'TO REACH THE STATION FROM THE INTERCHANGE AT TH 210 AND I-35 JUST WEST AA2868'OF CARLTON, GO SOUTH ON I-35 FOR 3 MI (4.83 KM) TO THE STATION ON THE AA2868'LEFT IN THE WIDENED MEDIAN. IT IS BEST TO APPROACH THE STATION FROM AA2868'THE NORTHBOUND LANE, SO CONTINUE SOUTHWARD, PASSING THE OUTCROP AA2868'HOLDING THE STATION UNTIL THE LANES COME BACK TOGETHER TO STANDARD AA2868'ROADWAY WIDTH. TURN NORTHWARD AT THE FIRST CONVENIENT MAINTENANCE AA2868'CROSSOVER AND GO NORTHEASTWARD UNTIL THE LANES DIVIDE AT THE OUTCROP. AA2868' AA2868'THE STATION IS LOCATED 126.8 FT (38.65 M) NORTHWEST OF THE CENTER OF AA2868'THE NORTHBOUND LANE OF I-35, 3.7 FT (1.13 M) SOUTHEAST OF A METAL AA2868'WITNESS POST, AND ABOUT LEVEL WITH THE NORTHBOUND ROAD SURFACE. AA2868'STATION IS SET IN A LARGE MASS OF EXPOSED BEDROCK. THREE DEPRESSIONS AA2868'HAVE BEEN DRILLED IN THE ROCK TO STABALIZE ANY TRIPOD SET OVER THE AA2868'STATION. AA2868' AA2868'A PERMIT TO OCCUPY THE STATION SHOULD BE OBTAINED FROM THE MNDOT AA2868'DISTRICT OFFICE IN DULUTH. AA2868 AA2868 STATION RECOVERY (1994) AA2868 AA2868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS) AA2868'NOTE--A PERMIT TO OCCUPY THE STATION SHOULD BE OBTAINED FROM THE MNDOT AA2868'DISTRICT OFFICE IN DULUTH. AA2868' AA2868'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF SCANLON NEAR AA2868'THE CENTER OF SECTION 17, T 48 N, R 17 W, ON STATE PROPERTY IN THE AA2868'MEDIAN OF INTERSTATE HIGHWAY 35 AT MILEPOST 232.65. AA2868' AA2868'TO REACH FROM THE INTERCHANGE AT INTERSTATE HIGHWAY 35 AND TH 210 JUST AA2868'WEST OF CARLTON, GO SOUTH ON HIGHWAY 35 FOR 4.8 KM (3.00 MI) TO THE AA2868'STATION ON THE LEFT IN THE WIDENED MEDIAN. IT IS BEST TO APPROACH THE AA2868'STATION FROM THE NORTHBOUND LANE, SO CONTINUE SOUTHBOUND, PASSING THE AA2868'OUTCROP HOLDING THE STATION UNTIL THE LANES COME BACK TOGETHER TO AA2868'STANDARD ROADWAY WIDTH. TURN NORTHWARD AT THE FIRST CONVENIENT AA2868'MAINTENANCE CROSSOVER AND GO NORTHEASTWARD UNTIL THE LANES DIVIDE AT AA2868'THE OUTCROP. AA2868' AA2868'STATION MARK IS A DISK SET IN A DRILL HOLE IN A LARGE MASS OF EXPOSED AA2868'BEDROCK. IT IS 38.6 M (126.6 FT) NORTHWEST OF THE CENTER OF THE AA2868'NORTHBOUND LANE OF THE HIGHWAY, 1.1 M (3.6 FT) SOUTHEAST OF A METAL AA2868'WITNESS POST, AND ABOUT LEVEL WITH THE NORTHBOUND ROAD SURFACE. THREE AA2868'DEPRESSIONS HAVE BEEN DRILLED IN THE ROCK TO STABALIZE ANY TRIPOD SET AA2868'OVER THE STATION. AA2868 AA2868 STATION RECOVERY (1995) AA2868 AA2868'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) AA2868'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RECOVERY NOTE AA2868'BY DAVID K. HERDER, TYPED BY D.J.E. AA2868 AA2868 STATION RECOVERY (1999) AA2868 AA2868'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) AA2868'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. AA2868 AA2868 STATION RECOVERY (2001) AA2868 AA2868'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) AA2868'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0115 *********************************************************************** RN0115 DESIGNATION - H 1 B RN0115 PID - RN0115 RN0115 STATE/COUNTY- MN/CARLTON RN0115 USGS QUAD - IVERSON (1969) RN0115 RN0115 *CURRENT SURVEY CONTROL RN0115 ___________________________________________________________________ RN0115* NAD 83(1986)- 46 38 01. (N) 092 31 22. (W) SCALED RN0115* NAVD 88 - 353.699 (meters) 1160.43 (feet) ADJUSTED RN0115 ___________________________________________________________________ RN0115 GEOID HEIGHT- -28.12 (meters) GEOID99 RN0115 DYNAMIC HT - 353.724 (meters) 1160.51 (feet) COMP RN0115 MODELED GRAV- 980,674.5 (mgal) NAVD 88 RN0115 RN0115 VERT ORDER - SECOND CLASS 0 RN0115 RN0115.The horizontal coordinates were scaled from a topographic map and have RN0115.an estimated accuracy of +/- 6 seconds. RN0115 RN0115.The orthometric height was determined by differential leveling RN0115.and adjusted by the National Geodetic Survey in June 1991. RN0115 RN0115.The geoid height was determined by GEOID99. RN0115 RN0115.The dynamic height is computed by dividing the NAVD 88 RN0115.geopotential number by the normal gravity value computed on the RN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN0115.degrees latitude (g = 980.6199 gals.). RN0115 RN0115.The modeled gravity was interpolated from observed gravity values. RN0115 RN0115; North East Units Estimated Accuracy RN0115;SPC MN C - 283,010. 932,240. MT (+/- 180 meters Scaled) RN0115 RN0115 SUPERSEDED SURVEY CONTROL RN0115 RN0115 NGVD 29 - 353.602 (m) 1160.11 (f) ADJ UNCH 2 0 RN0115 RN0115.Superseded values are not recommended for survey control. RN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0115.See file dsdata.txt to determine how the superseded data were derived. RN0115 RN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM365645(NAD 83) RN0115_MARKER: DV = VERTICAL CONTROL DISK RN0115_SETTING: 66 = SET IN ROCK OUTCROP RN0115_STAMPING: H 1 B 1971 RN0115_MARK LOGO: NGS RN0115_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD RN0115+STABILITY: POSITION/ELEVATION WELL RN0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RN0115+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999 RN0115 RN0115 HISTORY - Date Condition Report By RN0115 HISTORY - 1971 MONUMENTED NGS RN0115 HISTORY - 19990901 GOOD MNDT RN0115 RN0115 STATION DESCRIPTION RN0115 RN0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 RN0115'0.6 MI N FROM OTTER CREEK. RN0115'MARK IS LOCATED 0.6 MILES NORTHEAST ALONG COUNTY ROAD 61 (OLD TH 61) RN0115'FROM THE OTTER CREEK OVERPASS NEAR OTTER CREEK, 1.0 MILES SOUTHWEST OF RN0115'A T ROAD SOUTHEAST, 88 FEET NORTHEAST OF THE CENTERLINE OF A PRIVATE RN0115'DRIVEWAY (NORTHWEST 61 FEET EAST OF A POWER POLE, 45 FEET SOUTH OF A RN0115'16 INCH PINE TREE, 5.4 FEET NORTHEAST OF STEEL WITNESS POST, 3 FEET RN0115'HIGHER THAN THE GROUND, SET IN BED ROCK OUT CROP. NW 1/4 SECTION 20, RN0115'T 48N, R 17W. RN0115 RN0115 STATION RECOVERY (1999) RN0115 RN0115'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN0115'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1111 *********************************************************************** RN1111 DESIGNATION - K 352 RN1111 PID - RN1111 RN1111 STATE/COUNTY- MN/CARLTON RN1111 USGS QUAD - CLOQUET (1954) RN1111 RN1111 *CURRENT SURVEY CONTROL RN1111 ___________________________________________________________________ RN1111* NAD 83(1986)- 46 41 25. (N) 092 25 40. (W) SCALED RN1111* NAVD 88 - 340.515 (meters) 1117.17 (feet) ADJUSTED RN1111 ___________________________________________________________________ RN1111 GEOID HEIGHT- -28.25 (meters) GEOID99 RN1111 DYNAMIC HT - 340.540 (meters) 1117.26 (feet) COMP RN1111 MODELED GRAV- 980,677.2 (mgal) NAVD 88 RN1111 RN1111 VERT ORDER - FIRST CLASS II RN1111 RN1111.The horizontal coordinates were scaled from a topographic map and have RN1111.an estimated accuracy of +/- 6 seconds. RN1111 RN1111.The orthometric height was determined by differential leveling RN1111.and adjusted by the National Geodetic Survey in June 1991. RN1111 RN1111.The geoid height was determined by GEOID99. RN1111 RN1111.The dynamic height is computed by dividing the NAVD 88 RN1111.geopotential number by the normal gravity value computed on the RN1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN1111.degrees latitude (g = 980.6199 gals.). RN1111 RN1111.The modeled gravity was interpolated from observed gravity values. RN1111 RN1111; North East Units Estimated Accuracy RN1111;SPC MN C - 289,470. 939,370. MT (+/- 180 meters Scaled) RN1111 RN1111 SUPERSEDED SURVEY CONTROL RN1111 RN1111.No superseded survey control is available for this station. RN1111 RN1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM437709(NAD 83) RN1111_MARKER: DV = VERTICAL CONTROL DISK RN1111_SETTING: 66 = SET IN ROCK OUTCROP RN1111_STAMPING: K 352 1979 RN1111_MARK LOGO: NGS RN1111_MAGNETIC: O = OTHER; SEE DESCRIPTION RN1111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD RN1111+STABILITY: POSITION/ELEVATION WELL RN1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RN1111+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1999 RN1111 RN1111 HISTORY - Date Condition Report By RN1111 HISTORY - 1979 MONUMENTED NGS RN1111 HISTORY - 19910508 GOOD USPSQD RN1111 HISTORY - 19990901 GOOD MNDT RN1111 HISTORY - 19990918 GOOD MNDT RN1111 RN1111 STATION DESCRIPTION RN1111 RN1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 RN1111'0.95 MI SOUTH FROM SCANLON. RN1111'0.95 MILE SOUTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF OLD RN1111'HIGHWAY 61 IN SCANLON, IN TOP OF THE HIGHEST POINT OF THE EAST END OF RN1111'A LARGE PORTION OF EXPOSED BEDROCK, 66.5 FT EAST OF THE CENTERLINE OF RN1111'THE HIGHWAY, 42.7 FT WEST OF A 22-INCH PINE TREE. RN1111'THE MARK IS 2 FT N FROM A WITNESS POST. RN1111'THE MARK IS 2 FT ABOVE THE HIGHWAY. RN1111 RN1111 STATION RECOVERY (1991) RN1111 RN1111'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK) RN1111'RECOVERED IN GOOD CONDITION. RN1111 RN1111 STATION RECOVERY (1999) RN1111 RN1111'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN1111'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RN1111 RN1111 STATION RECOVERY (1999) RN1111 RN1111'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN1111'THE MARK WAS RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN1112 *********************************************************************** RN1112 DESIGNATION - L 352 RN1112 PID - RN1112 RN1112 STATE/COUNTY- MN/CARLTON RN1112 USGS QUAD - CLOQUET (1954) RN1112 RN1112 *CURRENT SURVEY CONTROL RN1112 ___________________________________________________________________ RN1112* NAD 83(1986)- 46 40 38. (N) 092 25 38. (W) SCALED RN1112* NAVD 88 - 331.624 (meters) 1088.00 (feet) ADJUSTED RN1112 ___________________________________________________________________ RN1112 GEOID HEIGHT- -28.22 (meters) GEOID99 RN1112 DYNAMIC HT - 331.649 (meters) 1088.09 (feet) COMP RN1112 MODELED GRAV- 980,679.1 (mgal) NAVD 88 RN1112 RN1112 VERT ORDER - FIRST CLASS II RN1112 RN1112.The horizontal coordinates were scaled from a topographic map and have RN1112.an estimated accuracy of +/- 6 seconds. RN1112 RN1112.The orthometric height was determined by differential leveling RN1112.and adjusted by the National Geodetic Survey in June 1991. RN1112 RN1112.The geoid height was determined by GEOID99. RN1112 RN1112.The dynamic height is computed by dividing the NAVD 88 RN1112.geopotential number by the normal gravity value computed on the RN1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN1112.degrees latitude (g = 980.6199 gals.). RN1112 RN1112.The modeled gravity was interpolated from observed gravity values. RN1112 RN1112; North East Units Estimated Accuracy RN1112;SPC MN C - 288,020. 939,450. MT (+/- 180 meters Scaled) RN1112 RN1112 SUPERSEDED SURVEY CONTROL RN1112 RN1112.No superseded survey control is available for this station. RN1112 RN1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM438694(NAD 83) RN1112_MARKER: DV = VERTICAL CONTROL DISK RN1112_SETTING: 66 = SET IN ROCK OUTCROP RN1112_STAMPING: L 352 1979 RN1112_MARK LOGO: NGS RN1112_MAGNETIC: O = OTHER; SEE DESCRIPTION RN1112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD RN1112+STABILITY: POSITION/ELEVATION WELL RN1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RN1112+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1999 RN1112 RN1112 HISTORY - Date Condition Report By RN1112 HISTORY - 1979 MONUMENTED NGS RN1112 HISTORY - 19990901 GOOD MNDT RN1112 HISTORY - 19990918 GOOD MNDT RN1112 RN1112 STATION DESCRIPTION RN1112 RN1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 RN1112'1.9 MI SOUTH FROM SCANLON. RN1112'1.9 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF OLD RN1112'HIGHWAY 61 IN SCANLON, ALSO 1.0 MILE NORTH ALONG STATE HIGHWAY 45 FROM RN1112'THE JUNCTION OF STATE HIGHWAY 210 IN CARLTON, AT A POWERLINE CROSSING, RN1112'IN TOP OF THE SOUTH END OF A 15-FT X 4-FT ROCK OUTCROP, 49.5 FT WEST RN1112'OF THE CENTERLINE OF THE HIGHWAY, 53.2 FT SOUTHEAST OF THE CENTER WIRE RN1112'OF THE POWERLINE. RN1112'THE MARK IS 2 FT ABOVE THE HIGHWAY. RN1112 RN1112 STATION RECOVERY (1999) RN1112 RN1112'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN1112'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RN1112 RN1112 STATION RECOVERY (1999) RN1112 RN1112'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN1112'THE MARK WAS RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0117 *********************************************************************** RN0117 DESIGNATION - M 153 RN0117 PID - RN0117 RN0117 STATE/COUNTY- MN/CARLTON RN0117 USGS QUAD - IVERSON (1969) RN0117 RN0117 *CURRENT SURVEY CONTROL RN0117 ___________________________________________________________________ RN0117* NAD 83(1986)- 46 38 18. (N) 092 30 49. (W) SCALED RN0117* NAVD 88 - 349.643 (meters) 1147.12 (feet) ADJUSTED RN0117 ___________________________________________________________________ RN0117 GEOID HEIGHT- -28.14 (meters) GEOID99 RN0117 DYNAMIC HT - 349.668 (meters) 1147.20 (feet) COMP RN0117 MODELED GRAV- 980,674.5 (mgal) NAVD 88 RN0117 RN0117 VERT ORDER - SECOND CLASS 0 RN0117 RN0117.The horizontal coordinates were scaled from a topographic map and have RN0117.an estimated accuracy of +/- 6 seconds. RN0117 RN0117.The orthometric height was determined by differential leveling RN0117.and adjusted by the National Geodetic Survey in June 1991. RN0117 RN0117.The geoid height was determined by GEOID99. RN0117 RN0117.The dynamic height is computed by dividing the NAVD 88 RN0117.geopotential number by the normal gravity value computed on the RN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN0117.degrees latitude (g = 980.6199 gals.). RN0117 RN0117.The modeled gravity was interpolated from observed gravity values. RN0117 RN0117; North East Units Estimated Accuracy RN0117;SPC MN C - 283,550. 932,930. MT (+/- 180 meters Scaled) RN0117 RN0117 SUPERSEDED SURVEY CONTROL RN0117 RN0117 NGVD 29 - 349.545 (m) 1146.80 (f) ADJ UNCH 2 0 RN0117 RN0117.Superseded values are not recommended for survey control. RN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0117.See file dsdata.txt to determine how the superseded data were derived. RN0117 RN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM372650(NAD 83) RN0117_MARKER: DB = BENCH MARK DISK RN0117_SETTING: 38 = BRIDGE ABUTMENT RN0117_STAMPING: M 153 1935 RN0117_MARK LOGO: CGS RN0117_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RN0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RN0117+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999 RN0117 RN0117 HISTORY - Date Condition Report By RN0117 HISTORY - 1935 MONUMENTED CGS RN0117 HISTORY - 1971 GOOD MNDT RN0117 HISTORY - 19990901 GOOD MNDT RN0117 RN0117 STATION DESCRIPTION RN0117 RN0117'DESCRIBED BY MN DEPT OF TRANSP 1971 RN0117'1.1 MI NE FROM OTTER CREEK. RN0117'1.5 MILES NORTHEAST OF OTTER CREEK, 1.1 MILES NORTHEAST ALONG THE RN0117'RAILROAD OR COUNTY ROAD 61 (OLD TH 61) FROM THE FAI 35 OVERPASS NEAR RN0117'OTTER CREEK, 0.1 MILES NORTHEAST OF A T ROAD SOUTHEAST, 200 FEET RN0117'SOUTHEAST OF COUNTY ROAD 61, IN THE SOUTHWEST CORNER (ABUTMENT) OF A RN0117'SMALL (WOODEN) BURLINGTON NORTHERN RAILROAD BRIDGE OVER OTTER CREEK. RN0117'SE 1/4, SEC 17, T 48N, R 17W. RN0117 RN0117 STATION RECOVERY (1999) RN0117 RN0117'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN0117'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RN0113 *********************************************************************** RN0113 DESIGNATION - TEAS AZ MK RN0113 PID - RN0113 RN0113 STATE/COUNTY- MN/CARLTON RN0113 USGS QUAD - IVERSON (1969) RN0113 RN0113 *CURRENT SURVEY CONTROL RN0113 ___________________________________________________________________ RN0113* NAD 83(1996)- 46 38 07.29055(N) 092 31 48.45557(W) ADJUSTED RN0113* NAVD 88 - 365.595 (meters) 1199.46 (feet) ADJUSTED RN0113 ___________________________________________________________________ RN0113 X - -193,683.830 (meters) COMP RN0113 Y - -4,383,200.444 (meters) COMP RN0113 Z - 4,614,270.375 (meters) COMP RN0113 LAPLACE CORR- -0.49 (seconds) DEFLEC99 RN0113 ELLIP HEIGHT- 337.50 (meters) (08/10/98) GPS OBS RN0113 GEOID HEIGHT- -28.13 (meters) GEOID99 RN0113 DYNAMIC HT - 365.621 (meters) 1199.54 (feet) COMP RN0113 MODELED GRAV- 980,674.6 (mgal) NAVD 88 RN0113 RN0113 HORZ ORDER - FIRST RN0113 VERT ORDER - SECOND CLASS 0 RN0113 ELLP ORDER - THIRD CLASS I RN0113 RN0113.The horizontal coordinates were established by GPS observations RN0113.and adjusted by the National Geodetic Survey in August 1998. RN0113 RN0113.The orthometric height was determined by differential leveling RN0113.and adjusted by the National Geodetic Survey in June 1991. RN0113 RN0113.The X, Y, and Z were computed from the position and the ellipsoidal ht. RN0113 RN0113.The Laplace correction was computed from DEFLEC99 derived deflections. RN0113 RN0113.The ellipsoidal height was determined by GPS observations RN0113.and is referenced to NAD 83. RN0113 RN0113.The geoid height was determined by GEOID99. RN0113 RN0113.The dynamic height is computed by dividing the NAVD 88 RN0113.geopotential number by the normal gravity value computed on the RN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RN0113.degrees latitude (g = 980.6199 gals.). RN0113 RN0113.The modeled gravity was interpolated from observed gravity values. RN0113 RN0113; North East Units Scale Converg. RN0113;SPC MN C - 283,195.373 931,675.143 MT 0.99993575 +1 14 38.9 RN0113;UTM 15 - 5,164,751.330 535,964.682 MT 0.99961590 +0 20 29.8 RN0113 RN0113: Primary Azimuth Mark Grid Az RN0113:SPC MN C - TEAS 189 44 26.5 RN0113:UTM 15 - TEAS 190 38 35.6 RN0113 RN0113|---------------------------------------------------------------------| RN0113| PID Reference Object Distance Geod. Az | RN0113| dddmmss.s | RN0113| RN0783 TEAS APPROX. 1.0 KM 1905905.4 | RN0113|---------------------------------------------------------------------| RN0113 RN0113 SUPERSEDED SURVEY CONTROL RN0113 RN0113 NAD 83(1996)- 46 38 07.28798(N) 092 31 48.45007(W) AD( ) 2 RN0113 NAD 83(1986)- 46 38 07.28539(N) 092 31 48.45253(W) AD( ) 2 RN0113 NGVD 29 - 365.499 (m) 1199.14 (f) ADJ UNCH 2 0 RN0113 RN0113.Superseded values are not recommended for survey control. RN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RN0113.See file dsdata.txt to determine how the superseded data were derived. RN0113 RN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3596564751(NAD 83) RN0113_MARKER: DZ = AZIMUTH MARK DISK RN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RN0113_STAMPING: TEAS 1969 RN0113_MARK LOGO: MNDT RN0113_MAGNETIC: O = OTHER; SEE DESCRIPTION RN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RN0113+STABILITY: SURFACE MOTION RN0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RN0113+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999 RN0113 RN0113 HISTORY - Date Condition Report By RN0113 HISTORY - 1969 MONUMENTED MNDT RN0113 HISTORY - 1971 GOOD NGS RN0113 HISTORY - 1971 GOOD MNDT RN0113 HISTORY - 19930701 GOOD MNDT RN0113 HISTORY - 19990901 GOOD MNDT RN0113 RN0113 STATION DESCRIPTION RN0113 RN0113'DESCRIBED BY MN DEPT OF TRANSP 1969 (OCO) RN0113'AZIMUTH MARK IS LOCATED ABOUT 2.5 MILES NORTHEAST OF THE TOWN OF RN0113'ATKINSON, IN THE NW 1/4, SECTION 20, T48N, R17W ON F.A.I. 35 R/W. RN0113' RN0113'TO REACH THE AZIMUTH MARK FROM THE INTERCHANGE OF T.H. 210 RN0113'AND F.A.I. 35, WEST OF CARLTON, GO SOUTH ON F.A.I. 35 FOR 3.1 RN0113'MILES TO MARK ON LEFT. RN0113' RN0113'AZIMUTH MARK IS A STANDARD MHD DISK STAMPED TEAS 1969. MARK IS RN0113'SET IN A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES RN0113'ABOVE THE SURFACE OF THE GROUND. MARK IS 134.5 FEET WEST OF THE RN0113'CENTERLINE OF NORTHBOUND F.A.I. 35, 98.5 FEET EAST OF THE RN0113'CENTERLINE OF SOUTHBOUND F.A.I. 35 AND 4.4 FEET SOUTH OF A STEEL RN0113'WITNESS POST. NO UNDERGROUND MARK AT THIS STATION. RN0113' RN0113'NO REFERENCE MARKS WERE SET FOR THIS STATION. RN0113' RN0113'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. RN0113 RN0113 STATION RECOVERY (1971) RN0113 RN0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DFJ) RN0113'MARK FOUND AS DESCRIBED, DESCRIPTION ADEQUATE. RN0113' RN0113'MARK IS AT FAI 35 MILE POINT 231.25, 1.8 MILES NORTH EAST OF RN0113'ATKINSON, MINN. RN0113' RN0113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.2 MILES RN0113'SOUTHWEST OF CARLTON RN0113 RN0113 STATION RECOVERY (1971) RN0113 RN0113'RECOVERY NOTE BY MN DEPT OF TRANSP 1971 RN0113'0.45 MI N FROM OTTER CREEK. RN0113'MARK IS LOCATED 0.45 MILES NORTH ALONG FAI 35, FROM THE OTTER CREEK RN0113'OVERPASS NEAR OTTER CREEK, IN THE FAI 35 MEDIAN AT MILE POINT 231.25, RN0113'8 FEET HIGHER THAN THE ROADWAYS, 134 FEET NORTHWEST OF FAI 35 RN0113'NORTHBOUND CENTERLINE, 98 FEET SOUTHEAST OF FAI 35 SOUTHBOUND RN0113'CENTERLINE, 4.4 FEET SOUTH OF A STEEL WITNESS POST, IN A CONCRETE RN0113'MONUMENT PROJECTING 6 INCHES ABOVE GROUND. NW 1/4 SECTION 20, T 48 N, RN0113'R 17 W. RN0113 RN0113 STATION RECOVERY (1993) RN0113 RN0113'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RN0113'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED. RN0113'RECOVERY NOTE BY DAVID K HERDER, TYPED BY G.W.O. RN0113 RN0113 STATION RECOVERY (1999) RN0113 RN0113'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS) RN0113'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.