1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1017 *********************************************************************** RL1017 DESIGNATION - A 120 RL1017 PID - RL1017 RL1017 STATE/COUNTY- MI/GOGEBIC RL1017 USGS QUAD - IMP LAKE (1982) RL1017 RL1017 *CURRENT SURVEY CONTROL RL1017 ___________________________________________________________________ RL1017* NAD 83(1986)- 46 11 07. (N) 089 05 29. (W) SCALED RL1017* NAVD 88 - 522.171 (meters) 1713.16 (feet) ADJUSTED RL1017 ___________________________________________________________________ RL1017 GEOID HEIGHT- -31.39 (meters) GEOID03 RL1017 DYNAMIC HT - 522.176 (meters) 1713.17 (feet) COMP RL1017 MODELED GRAV- 980,606.8 (mgal) NAVD 88 RL1017 RL1017 VERT ORDER - SECOND CLASS 0 RL1017 RL1017.The horizontal coordinates were scaled from a topographic map and have RL1017.an estimated accuracy of +/- 6 seconds. RL1017 RL1017.The orthometric height was determined by differential leveling RL1017.and adjusted by the National Geodetic Survey in June 1991. RL1017 RL1017.The geoid height was determined by GEOID03. RL1017 RL1017.The dynamic height is computed by dividing the NAVD 88 RL1017.geopotential number by the normal gravity value computed on the RL1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1017.degrees latitude (g = 980.6199 gals.). RL1017 RL1017.The modeled gravity was interpolated from observed gravity values. RL1017 RL1017; North East Units Estimated Accuracy RL1017;SPC MI N - 157,950. 7,838,570. MT (+/- 180 meters Scaled) RL1017 RL1017 SUPERSEDED SURVEY CONTROL RL1017 RL1017 NGVD 29 (??/??/92) 522.189 (m) 1713.22 (f) ADJ UNCH 2 0 RL1017 RL1017.Superseded values are not recommended for survey control. RL1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1017.See file dsdata.txt to determine how the superseded data were derived. RL1017 RL1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS386167(NAD 83) RL1017_MARKER: DB = BENCH MARK DISK RL1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1017_STAMPING: A 120 1948 RL1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1017+STABILITY: SURFACE MOTION RL1017 RL1017 HISTORY - Date Condition Report By RL1017 HISTORY - 1948 MONUMENTED CGS RL1017 HISTORY - 20050425 MARK NOT FOUND GEOCAC RL1017 RL1017 STATION DESCRIPTION RL1017 RL1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1017'7 MI NE FROM LAND O LAKES. RL1017'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1017'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL1017'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD LEADING TO LAC VIEUX RL1017'DESERT, THENCE ABOUT 0.85 MILE NORTH A ROAD LEADING TO U.S. RL1017'HIGHWAY 2, 682 FEET NORTH-NORTHEAST OF AN 18-INCH CORRUGATED RL1017'PIPE CULVERT, 20 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE RL1017'ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL RL1017'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING RL1017'5 INCHES. RL1017 RL1017 STATION RECOVERY (2005) RL1017 RL1017'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1017'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1018 *********************************************************************** RL1018 DESIGNATION - B 120 RL1018 PID - RL1018 RL1018 STATE/COUNTY- MI/GOGEBIC RL1018 USGS QUAD - IMP LAKE (1982) RL1018 RL1018 *CURRENT SURVEY CONTROL RL1018 ___________________________________________________________________ RL1018* NAD 83(1986)- 46 11 45. (N) 089 04 43. (W) SCALED RL1018* NAVD 88 - 529.190 (meters) 1736.18 (feet) ADJUSTED RL1018 ___________________________________________________________________ RL1018 GEOID HEIGHT- -31.40 (meters) GEOID03 RL1018 DYNAMIC HT - 529.196 (meters) 1736.20 (feet) COMP RL1018 MODELED GRAV- 980,608.1 (mgal) NAVD 88 RL1018 RL1018 VERT ORDER - SECOND CLASS 0 RL1018 RL1018.The horizontal coordinates were scaled from a topographic map and have RL1018.an estimated accuracy of +/- 6 seconds. RL1018 RL1018.The orthometric height was determined by differential leveling RL1018.and adjusted by the National Geodetic Survey in June 1991. RL1018 RL1018.The geoid height was determined by GEOID03. RL1018 RL1018.The dynamic height is computed by dividing the NAVD 88 RL1018.geopotential number by the normal gravity value computed on the RL1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1018.degrees latitude (g = 980.6199 gals.). RL1018 RL1018.The modeled gravity was interpolated from observed gravity values. RL1018 RL1018; North East Units Estimated Accuracy RL1018;SPC MI N - 159,090. 7,839,590. MT (+/- 180 meters Scaled) RL1018 RL1018 SUPERSEDED SURVEY CONTROL RL1018 RL1018 NGVD 29 (??/??/92) 529.207 (m) 1736.24 (f) ADJ UNCH 2 0 RL1018 RL1018.Superseded values are not recommended for survey control. RL1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1018.See file dsdata.txt to determine how the superseded data were derived. RL1018 RL1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS396179(NAD 83) RL1018_MARKER: DB = BENCH MARK DISK RL1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1018_STAMPING: B 120 1948 RL1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1018+STABILITY: SURFACE MOTION RL1018 RL1018 HISTORY - Date Condition Report By RL1018 HISTORY - 1948 MONUMENTED CGS RL1018 HISTORY - 20050425 MARK NOT FOUND GEOCAC RL1018 RL1018 STATION DESCRIPTION RL1018 RL1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1018'8 MI NE FROM LAND O LAKES. RL1018'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1018'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL1018'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT, RL1018'THENCE ABOUT 1.85 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING RL1018'TO U.S. HIGHWAY 2, ABOUT 0.35 MILE SOUTHWEST OF THE JUNCTION RL1018'OF A ROAD NORTH TO IMP LAKE, AT THE TOP OF A LOW GRADE IN ROAD RL1018'AND AT THE JUNCTION OF A DIM TRAIL EAST, 21 FEET SOUTHEAST OF RL1018'THE CENTER LINE OF THE GRAVEL ROAD, 47 FEET SOUTHWEST OF A RL1018'TRIANGULAR BLAZED 20-INCH MAPLE TREE, 5 FEET NORTHWEST OF A RL1018'2 1/2 FOOT BOULDER, 15 FEET SOUTH OF THE CENTER LINE OF THE RL1018'TRAIL EAST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT RL1018'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST RL1018'PROJECTING 4 INCHES. RL1018 RL1018 STATION RECOVERY (2005) RL1018 RL1018'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1018'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1022 *********************************************************************** RL1022 DESIGNATION - BUSH AZ MK RL1022 PID - RL1022 RL1022 STATE/COUNTY- MI/GOGEBIC RL1022 USGS QUAD - IMP LAKE (1982) RL1022 RL1022 *CURRENT SURVEY CONTROL RL1022 ___________________________________________________________________ RL1022* NAD 83(1986)- 46 11 57. (N) 089 04 17. (W) SCALED RL1022* NAVD 88 - 531.194 (meters) 1742.76 (feet) ADJUSTED RL1022 ___________________________________________________________________ RL1022 GEOID HEIGHT- -31.40 (meters) GEOID03 RL1022 DYNAMIC HT - 531.200 (meters) 1742.78 (feet) COMP RL1022 MODELED GRAV- 980,608.7 (mgal) NAVD 88 RL1022 RL1022 VERT ORDER - SECOND CLASS 0 RL1022 RL1022.The horizontal coordinates were scaled from a topographic map and have RL1022.an estimated accuracy of +/- 6 seconds. RL1022 RL1022.The orthometric height was determined by differential leveling RL1022.and adjusted by the National Geodetic Survey in June 1991. RL1022 RL1022.The geoid height was determined by GEOID03. RL1022 RL1022.The dynamic height is computed by dividing the NAVD 88 RL1022.geopotential number by the normal gravity value computed on the RL1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1022.degrees latitude (g = 980.6199 gals.). RL1022 RL1022.The modeled gravity was interpolated from observed gravity values. RL1022 RL1022; North East Units Estimated Accuracy RL1022;SPC MI N - 159,450. 7,840,150. MT (+/- 180 meters Scaled) RL1022 RL1022 SUPERSEDED SURVEY CONTROL RL1022 RL1022 NGVD 29 (??/??/92) 531.212 (m) 1742.82 (f) ADJ UNCH 2 0 RL1022 RL1022.Superseded values are not recommended for survey control. RL1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1022.See file dsdata.txt to determine how the superseded data were derived. RL1022 RL1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS401182(NAD 83) RL1022_MARKER: DZ = AZIMUTH MARK DISK RL1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1022_STAMPING: BUSH 1940 RL1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1022+STABILITY: SURFACE MOTION RL1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1022+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 RL1022 RL1022 HISTORY - Date Condition Report By RL1022 HISTORY - 1940 MONUMENTED CGS RL1022 HISTORY - 1948 GOOD NGS RL1022 HISTORY - 20050425 GOOD GEOCAC RL1022 RL1022 STATION DESCRIPTION RL1022 RL1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 RL1022'8.5 MI NE FROM LAND O LAKES. RL1022'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1022'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, THENCE RL1022'ABOUT 5.25 MILES EAST ALONG A GRAVEL ROAD TO LAC VIEUX DESERT, RL1022'THENCE ABOUT 2.2 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING RL1022'TO U.S. HIGHWAY 2, THENCE ABOUT 0.1 MILE NORTH ALONG A ROAD RL1022'TO IMP LAKE AND LOOKOUT TOWER, 150 FEET NORTH-NORTHEAST OF THE RL1022'CENTER OF THE JUNCTION OF A TRAIL NORTHWEST, 137 FEET SOUTH RL1022'OF THE TOP OF A GRADE, 17 FEET EAST OF THE CENTER LINE OF THE RL1022'ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE RL1022'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 RL1022'INCHES. RL1022 RL1022 STATION RECOVERY (2005) RL1022 RL1022'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1022'NAD 83(1986)- 46 11 56.3 (N) 089 04 17.9 (W) HANDHELD GPS RL1022' RL1022'IT IS LOCATED 0.1 MILE NORTH ALONG FR 3978 FROM THE JUNCTION WITH FR RL1022'3940 AND 1.9 FT EAST OF A EXISTING METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1023 *********************************************************************** RL1023 DESIGNATION - C 120 RL1023 PID - RL1023 RL1023 STATE/COUNTY- MI/GOGEBIC RL1023 USGS QUAD - IMP LAKE (1982) RL1023 RL1023 *CURRENT SURVEY CONTROL RL1023 ___________________________________________________________________ RL1023* NAD 83(1986)- 46 11 46. (N) 089 03 26. (W) SCALED RL1023* NAVD 88 - 531.606 (meters) 1744.11 (feet) ADJUSTED RL1023 ___________________________________________________________________ RL1023 GEOID HEIGHT- -31.41 (meters) GEOID03 RL1023 DYNAMIC HT - 531.613 (meters) 1744.13 (feet) COMP RL1023 MODELED GRAV- 980,609.6 (mgal) NAVD 88 RL1023 RL1023 VERT ORDER - SECOND CLASS 0 RL1023 RL1023.The horizontal coordinates were scaled from a topographic map and have RL1023.an estimated accuracy of +/- 6 seconds. RL1023 RL1023.The orthometric height was determined by differential leveling RL1023.and adjusted by the National Geodetic Survey in June 1991. RL1023 RL1023.The geoid height was determined by GEOID03. RL1023 RL1023.The dynamic height is computed by dividing the NAVD 88 RL1023.geopotential number by the normal gravity value computed on the RL1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1023.degrees latitude (g = 980.6199 gals.). RL1023 RL1023.The modeled gravity was interpolated from observed gravity values. RL1023 RL1023; North East Units Estimated Accuracy RL1023;SPC MI N - 159,080. 7,841,240. MT (+/- 180 meters Scaled) RL1023 RL1023 SUPERSEDED SURVEY CONTROL RL1023 RL1023 NGVD 29 (??/??/92) 531.623 (m) 1744.17 (f) ADJ UNCH 2 0 RL1023 RL1023.Superseded values are not recommended for survey control. RL1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1023.See file dsdata.txt to determine how the superseded data were derived. RL1023 RL1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS412178(NAD 83) RL1023_MARKER: DB = BENCH MARK DISK RL1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1023_STAMPING: C 120 1948 RL1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1023+STABILITY: SURFACE MOTION RL1023 RL1023 HISTORY - Date Condition Report By RL1023 HISTORY - 1948 MONUMENTED CGS RL1023 HISTORY - 20050425 MARK NOT FOUND GEOCAC RL1023 RL1023 STATION DESCRIPTION RL1023 RL1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1023'9.2 MI NE FROM LAND O LAKES. RL1023'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1023'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL1023'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT, RL1023'THENCE ABOUT 2.95 MILES NORTHEAST ALONG A ROAD LEADING TO U.S. RL1023'HIGHWAY 2, ABOUT 0.75 MILE EAST OF THE JUNCTION OF A ROAD RL1023'NORTH TO IMP LAKE AND LOOKOUT TOWER, 21 FEET SOUTH OF THE RL1023'CENTER LINE OF THE ROAD, 48 FEET EAST-SOUTHEAST OF THE CENTER RL1023'OF THE JUNCTION OF A DIM TRAIL SOUTH-SOUTHWEST, 2 FEET EAST RL1023'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND RL1023'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. RL1023 RL1023 STATION RECOVERY (2005) RL1023 RL1023'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1023'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1024 *********************************************************************** RL1024 DESIGNATION - D 120 RL1024 PID - RL1024 RL1024 STATE/COUNTY- MI/GOGEBIC RL1024 USGS QUAD - IMP LAKE (1982) RL1024 RL1024 *CURRENT SURVEY CONTROL RL1024 ___________________________________________________________________ RL1024* NAD 83(1986)- 46 12 05. (N) 089 02 06. (W) SCALED RL1024* NAVD 88 - 534.997 (meters) 1755.24 (feet) ADJUSTED RL1024 ___________________________________________________________________ RL1024 GEOID HEIGHT- -31.44 (meters) GEOID03 RL1024 DYNAMIC HT - 535.005 (meters) 1755.26 (feet) COMP RL1024 MODELED GRAV- 980,611.3 (mgal) NAVD 88 RL1024 RL1024 VERT ORDER - SECOND CLASS 0 RL1024 RL1024.The horizontal coordinates were scaled from a topographic map and have RL1024.an estimated accuracy of +/- 6 seconds. RL1024 RL1024.The orthometric height was determined by differential leveling RL1024.and adjusted by the National Geodetic Survey in June 1991. RL1024 RL1024.The geoid height was determined by GEOID03. RL1024 RL1024.The dynamic height is computed by dividing the NAVD 88 RL1024.geopotential number by the normal gravity value computed on the RL1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1024.degrees latitude (g = 980.6199 gals.). RL1024 RL1024.The modeled gravity was interpolated from observed gravity values. RL1024 RL1024; North East Units Estimated Accuracy RL1024;SPC MI N - 159,620. 7,842,970. MT (+/- 180 meters Scaled) RL1024 RL1024 SUPERSEDED SURVEY CONTROL RL1024 RL1024 NGVD 29 (??/??/92) 535.014 (m) 1755.29 (f) ADJ UNCH 2 0 RL1024 RL1024.Superseded values are not recommended for survey control. RL1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1024.See file dsdata.txt to determine how the superseded data were derived. RL1024 RL1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS429184(NAD 83) RL1024_MARKER: DB = BENCH MARK DISK RL1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1024_STAMPING: D 120 1948 RL1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1024+STABILITY: SURFACE MOTION RL1024 RL1024 HISTORY - Date Condition Report By RL1024 HISTORY - 1948 MONUMENTED CGS RL1024 HISTORY - 20050425 MARK NOT FOUND GEOCAC RL1024 RL1024 STATION DESCRIPTION RL1024 RL1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1024'10.2 MI NE FROM LAND O LAKES. RL1024'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1024'OF COUNTY ROAD B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL1024'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT, RL1024'THENCE ABOUT 4.05 MILES NORTHEAST ALONG A ROAD LEADING TO RL1024'U.S. HIGHWAY 2, ABOUT 0.8 MILE SOUTHWEST OF THE INTERSECTION RL1024'OF U.S. HIGHWAY 2, AT THE TOP OF A GRADE, 23 FEET NORTH OF THE RL1024'CENTER LINE OF THE ROAD, AT THE EAST END OF A CAMP FIRE PLACE RL1024'SURROUNDED BY SMALL BOULDERS, 2 FEET NORTH OF A WHITE WOODEN WITNESS RL1024'POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST RL1024'PROJECTING 4 INCHES. MARK MAY BE REACHED FROM WATERSMEET, GOGEBIC RL1024'COUNTY BY GOING ABOUT 9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, RL1024'THENCE ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD AND SITE OF MARK. RL1024 RL1024 STATION RECOVERY (2005) RL1024 RL1024'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1024'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0980 *********************************************************************** RL0980 DESIGNATION - H 141 RL0980 PID - RL0980 RL0980 STATE/COUNTY- MI/GOGEBIC RL0980 USGS QUAD - STAR LAKE (1982) RL0980 RL0980 *CURRENT SURVEY CONTROL RL0980 ___________________________________________________________________ RL0980* NAD 83(1986)- 46 20 01. (N) 089 28 00. (W) SCALED RL0980* NAVD 88 - 468.178 (meters) 1536.01 (feet) ADJUSTED RL0980 ___________________________________________________________________ RL0980 GEOID HEIGHT- -31.05 (meters) GEOID03 RL0980 DYNAMIC HT - 468.189 (meters) 1536.05 (feet) COMP RL0980 MODELED GRAV- 980,624.7 (mgal) NAVD 88 RL0980 RL0980 VERT ORDER - SECOND CLASS 0 RL0980 RL0980.The horizontal coordinates were scaled from a topographic map and have RL0980.an estimated accuracy of +/- 6 seconds. RL0980 RL0980.The orthometric height was determined by differential leveling RL0980.and adjusted by the National Geodetic Survey in June 1991. RL0980 RL0980.The geoid height was determined by GEOID03. RL0980 RL0980.The dynamic height is computed by dividing the NAVD 88 RL0980.geopotential number by the normal gravity value computed on the RL0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0980.degrees latitude (g = 980.6199 gals.). RL0980 RL0980.The modeled gravity was interpolated from observed gravity values. RL0980 RL0980; North East Units Estimated Accuracy RL0980;SPC MI N - 175,260. 7,810,130. MT (+/- 180 meters Scaled) RL0980 RL0980 SUPERSEDED SURVEY CONTROL RL0980 RL0980 NGVD 29 (??/??/92) 468.195 (m) 1536.07 (f) ADJ UNCH 2 0 RL0980 RL0980.Superseded values are not recommended for survey control. RL0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0980.See file dsdata.txt to determine how the superseded data were derived. RL0980 RL0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS101340(NAD 83) RL0980_MARKER: DB = BENCH MARK DISK RL0980_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE RL0980_SP_SET: BRIDGE ABUTMENT RL0980_STAMPING: H 141 1948 RL0980_MARK LOGO: CGS RL0980_MAGNETIC: N = NO MAGNETIC MATERIAL RL0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RL0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0980+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005 RL0980 RL0980 HISTORY - Date Condition Report By RL0980 HISTORY - 1948 MONUMENTED CGS RL0980 HISTORY - 1987 GOOD USPSQD RL0980 HISTORY - 19950830 GOOD MIDT RL0980 HISTORY - 19950830 GOOD MIDT RL0980 HISTORY - 20050414 GOOD GEOCAC RL0980 RL0980 STATION DESCRIPTION RL0980 RL0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0980'12.8 MI E FROM MARENISCO. RL0980'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO RL0980'AND NORTHWESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT RL0980'12.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, ABOUT 1.1 MILES RL0980'SOUTHEAST OF THE BRIDGE OVER TENDERFOOT CREEK, SET IN THE RL0980'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF AN 18-FOOT CONCRETE RL0980'BRIDGE, ABOUT 350 FEET SOUTHEAST OF A HOUSE ON SOUTHWEST SIDE RL0980'OF HIGHWAY, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, RL0980'0.6 FOOT NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT AND RL0980'1 1/2 FEET BELOW THE HIGHWAY. RL0980 RL0980 STATION RECOVERY (1987) RL0980 RL0980'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) RL0980'RECOVERED IN GOOD CONDITION. RL0980 RL0980 STATION RECOVERY (1995) RL0980 RL0980'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT) RL0980'RECOVERED AS DESCRIBED. RL0980 RL0980 STATION RECOVERY (1995) RL0980 RL0980'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT) RL0980'STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) SOUTHEAST OF MARENISCO AND RL0980'ABOUT 1.1 MIL SOUTHEAST OF TENDERFOOT CREEK. TO REACH FROM THE RL0980'JUNCTION OF US HIGHWAY 2 AND STATE HIGHWAY M-64 AT MARENISCO, GO RL0980'SOUTHEAST ALONG HIGHWAY 2 FOR 10.65 MI (17.14 KM) TO A ROAD RIGHT. RL0980'TURN RIGHT AND FOLLOW OLD US HIGHWAY 2 FOR 1.5 MI (2.4 KM) TO THE MARK RL0980'ON THE RIGHT IN AN 18.0 FT (5.5 M) LONG CONCRETE BRIDGE, IN THE RL0980'SOUTHEAST END OF THE SOUTHEAST ABUTMENT OF THE BRIDGE. IT IS 23.0 FT RL0980'(7.0 M) SOUTHWEST OF THE ROAD CENTERLINE, 0.6 FT (18.3 CM) NORTHEAST RL0980'OF THE SOUTHWEST END OF THE ABUTMENT AND ABOUT 1.5 FT (0.5 M) BELOW RL0980'THE HIGHWAY. RL0980 RL0980 STATION RECOVERY (2005) RL0980 RL0980'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0980'NAD 83(1986)- 46 20 02.2 (N) 089 28 00.9 (W) HANDHELD GPS 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0981 *********************************************************************** RL0981 DESIGNATION - J 141 RL0981 PID - RL0981 RL0981 STATE/COUNTY- MI/GOGEBIC RL0981 USGS QUAD - STAR LAKE (1982) RL0981 RL0981 *CURRENT SURVEY CONTROL RL0981 ___________________________________________________________________ RL0981* NAD 83(1986)- 46 19 45. (N) 089 27 45. (W) SCALED RL0981* NAVD 88 - 479.421 (meters) 1572.90 (feet) ADJUSTED RL0981 ___________________________________________________________________ RL0981 GEOID HEIGHT- -31.05 (meters) GEOID03 RL0981 DYNAMIC HT - 479.433 (meters) 1572.94 (feet) COMP RL0981 MODELED GRAV- 980,624.4 (mgal) NAVD 88 RL0981 RL0981 VERT ORDER - SECOND CLASS 0 RL0981 RL0981.The horizontal coordinates were scaled from a topographic map and have RL0981.an estimated accuracy of +/- 6 seconds. RL0981 RL0981.The orthometric height was determined by differential leveling RL0981.and adjusted by the National Geodetic Survey in June 1991. RL0981 RL0981.The geoid height was determined by GEOID03. RL0981 RL0981.The dynamic height is computed by dividing the NAVD 88 RL0981.geopotential number by the normal gravity value computed on the RL0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0981.degrees latitude (g = 980.6199 gals.). RL0981 RL0981.The modeled gravity was interpolated from observed gravity values. RL0981 RL0981; North East Units Estimated Accuracy RL0981;SPC MI N - 174,760. 7,810,430. MT (+/- 180 meters Scaled) RL0981 RL0981 SUPERSEDED SURVEY CONTROL RL0981 RL0981 NGVD 29 (??/??/92) 479.438 (m) 1572.96 (f) ADJ UNCH 2 0 RL0981 RL0981.Superseded values are not recommended for survey control. RL0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0981.See file dsdata.txt to determine how the superseded data were derived. RL0981 RL0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS104335(NAD 83) RL0981_MARKER: DB = BENCH MARK DISK RL0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL0981_STAMPING: J 141 1948 RL0981_MARK LOGO: CGS RL0981_MAGNETIC: N = NO MAGNETIC MATERIAL RL0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0981+STABILITY: SURFACE MOTION RL0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0981+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005 RL0981 RL0981 HISTORY - Date Condition Report By RL0981 HISTORY - 1948 MONUMENTED CGS RL0981 HISTORY - 1987 MARK NOT FOUND USPSQD RL0981 HISTORY - 19950830 GOOD MIDT RL0981 HISTORY - 19950830 GOOD MIDT RL0981 HISTORY - 20050414 GOOD GEOCAC RL0981 RL0981 STATION DESCRIPTION RL0981 RL0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0981'13.2 MI E FROM MARENISCO. RL0981'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO RL0981'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT RL0981'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, ABOUT 500 FEET RL0981'SOUTHEAST OF A GRAVEL ROAD LEADING NORTHEAST, 168 FEET NORTHWEST RL0981'OF A GRAVEL ROAD SOUTH TO LANGFORD LAKE, 95 FEET WEST OF THE RL0981'CENTER LINE OF THE HIGHWAY AT THE NORTHWEST RAIL OF THE CHICAGO RL0981'AND NORTH WESTERN RAILWAY CROSSING HIGHWAY, 28 FEET NORTH OF RL0981'THE NORTH RAIL OF THE C. AND N W RY., 44 FEET SOUTHWEST OF THE RL0981'CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF A TELEPHONE POLE RL0981'(RY. MILE POST 307), 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS RL0981'POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A RL0981'CONCRETE POST PROJECTING 6 INCHES. RL0981 RL0981 STATION RECOVERY (1987) RL0981 RL0981'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) RL0981'MARK NOT FOUND. RL0981 RL0981 STATION RECOVERY (1995) RL0981 RL0981'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT) RL0981'RECOVERED AS DESCRIBED. RL0981 RL0981 STATION RECOVERY (1995) RL0981 RL0981'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT) RL0981'STATION IS LOCATED ABOUT 12.6 MI (20.3 KM) SOUTHEAST OF MARENISCO. TO RL0981'REACH FROM THE JUNCTION OF US HIGHWAY 2 AND STATE ROUTE M-64 AT RL0981'MARENISCO, GO SOUTHEAST ALONG HIGHWAY 2 FOR 10.65 MI (17.14 KM) TO A RL0981'ROAD RIGHT. TURN RIGHT AND FOLLOW OLD US HIGHWAY 2 FOR 1.9 MI (3.1 RL0981'KM) TO THE OLD RAILROAD CROSSING AND THE MARK ON THE RIGHT. STATION IS RL0981'95.O FTWEST ALONG THE ROAD CENTERLINE FROM THE JUNCTION WITH THE OLD RL0981'RR GRADE, ABOUT 30.0 FT (9.1 M) WEST OF THE CENTERLINE OF THE GRADE, RL0981'44.0 FT (13.4 M) SOUTHWEST OF THE ROAD CENTERLINE, 13.0 FT (4.0 M) RL0981'EAST OF THE STUB OF THE TELEPHONE POLE, 0.5 FT (15.2 CM) NORTH OF A RL0981'CARSONITE WITNESS POST AND ABOUT 1.5 FEET (0.5 M) ABOVE THE ROAD. RL0981 RL0981 STATION RECOVERY (2005) RL0981 RL0981'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0981'NAD 83(1986)- 46 19 46.6 (N) 089 27 45.4 (W) HANDHELD GPS RL0981' RL0981'NOTE-OLD RR GRADE IS AN ATV/SNOWMOBILE TRAIL. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0961 *********************************************************************** RL0961 DESIGNATION - K 143 RL0961 PID - RL0961 RL0961 STATE/COUNTY- MI/GOGEBIC RL0961 USGS QUAD - STAR LAKE (1982) RL0961 RL0961 *CURRENT SURVEY CONTROL RL0961 ___________________________________________________________________ RL0961* NAD 83(1986)- 46 15 11. (N) 089 27 08. (W) SCALED RL0961* NAVD 88 - 514.428 (meters) 1687.75 (feet) ADJUSTED RL0961 ___________________________________________________________________ RL0961 GEOID HEIGHT- -31.02 (meters) GEOID03 RL0961 DYNAMIC HT - 514.436 (meters) 1687.78 (feet) COMP RL0961 MODELED GRAV- 980,613.6 (mgal) NAVD 88 RL0961 RL0961 VERT ORDER - SECOND CLASS 0 RL0961 RL0961.The horizontal coordinates were scaled from a topographic map and have RL0961.an estimated accuracy of +/- 6 seconds. RL0961 RL0961.The orthometric height was determined by differential leveling RL0961.and adjusted by the National Geodetic Survey in June 1991. RL0961 RL0961.The geoid height was determined by GEOID03. RL0961 RL0961.The dynamic height is computed by dividing the NAVD 88 RL0961.geopotential number by the normal gravity value computed on the RL0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0961.degrees latitude (g = 980.6199 gals.). RL0961 RL0961.The modeled gravity was interpolated from observed gravity values. RL0961 RL0961; North East Units Estimated Accuracy RL0961;SPC MI N - 166,280. 7,810,960. MT (+/- 180 meters Scaled) RL0961 RL0961 SUPERSEDED SURVEY CONTROL RL0961 RL0961 NGVD 29 (??/??/92) 514.440 (m) 1687.79 (f) ADJ UNCH 2 0 RL0961 RL0961.Superseded values are not recommended for survey control. RL0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0961.See file dsdata.txt to determine how the superseded data were derived. RL0961 RL0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS109250(NAD 83) RL0961_MARKER: DB = BENCH MARK DISK RL0961_SETTING: 36 = SET IN A MASSIVE STRUCTURE RL0961_SP_SET: DAM WINGWALL RL0961_STAMPING: K 143 1948 RL0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RL0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0961+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005 RL0961 RL0961 HISTORY - Date Condition Report By RL0961 HISTORY - 1948 MONUMENTED CGS RL0961 HISTORY - 20050414 GOOD GEOCAC RL0961 RL0961 STATION DESCRIPTION RL0961 RL0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0961'16.6 MI SW FROM WATERSMEET. RL0961'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL RL0961'AT WATERSMEET, THENCE ABOUT 11.4 MILES WEST ALONG U.S. HIGHWAY RL0961'2, THENCE ABOUT 3.95 MILES SOUTHWEST ALONG THE CISCO CHAIN OF RL0961'LAKES ROAD, THENCE ABOUT 0.8 MILE WEST ALONG A ROAD, AT THE RL0961'CISCO DAM, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST RL0961'WING WALL OF A 20-FOOT CONCRETE DAM, 103 FEET EAST OF THE CENTER RL0961'LINE OF A DIM ROAD NORTH, 11 FEET SOUTH OF THE CENTER LINE OF RL0961'THE ROAD AND ABOUT LEVEL WITH THE ROAD. RL0961 RL0961 STATION RECOVERY (2005) RL0961 RL0961'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0961'NAD 83(1986)- 46 15 10.7 (N) 089 27 08.0 (W) HANDHELD GPS RL0961' RL0961'MILEAGE UPDATES DUE TO ROAD CHANGES. RL0961' RL0961'US-45 AT WATERSMEET. 11.0 MILE WEST ALONG US-2, THENCE 3.6 MILES RL0961'SOUTH (LEFT) ALONG COUNTY ROAD 531/CISCO CHAIN OF LAKES RD, THENCE 0.7 RL0961'MILES WEST (RIGHT) ALONG CR 531 TO THE MARK ON THE LEFT AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1026 *********************************************************************** RL1026 DESIGNATION - L 120 RL1026 PID - RL1026 RL1026 STATE/COUNTY- MI/GOGEBIC RL1026 USGS QUAD - IMP LAKE (1982) RL1026 RL1026 *CURRENT SURVEY CONTROL RL1026 ___________________________________________________________________ RL1026* NAD 83(1986)- 46 10 13. (N) 089 05 22. (W) SCALED RL1026* NAVD 88 - 519.991 (meters) 1706.00 (feet) ADJUSTED RL1026 ___________________________________________________________________ RL1026 GEOID HEIGHT- -31.40 (meters) GEOID03 RL1026 DYNAMIC HT - 519.995 (meters) 1706.02 (feet) COMP RL1026 MODELED GRAV- 980,606.0 (mgal) NAVD 88 RL1026 RL1026 VERT ORDER - SECOND CLASS 0 RL1026 RL1026.The horizontal coordinates were scaled from a topographic map and have RL1026.an estimated accuracy of +/- 6 seconds. RL1026 RL1026.The orthometric height was determined by differential leveling RL1026.and adjusted by the National Geodetic Survey in June 1991. RL1026 RL1026.The geoid height was determined by GEOID03. RL1026 RL1026.The dynamic height is computed by dividing the NAVD 88 RL1026.geopotential number by the normal gravity value computed on the RL1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1026.degrees latitude (g = 980.6199 gals.). RL1026 RL1026.The modeled gravity was interpolated from observed gravity values. RL1026 RL1026; North East Units Estimated Accuracy RL1026;SPC MI N - 156,280. 7,838,680. MT (+/- 180 meters Scaled) RL1026 RL1026 SUPERSEDED SURVEY CONTROL RL1026 RL1026 NGVD 29 (??/??/92) 520.008 (m) 1706.06 (f) ADJ UNCH 2 0 RL1026 RL1026.Superseded values are not recommended for survey control. RL1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1026.See file dsdata.txt to determine how the superseded data were derived. RL1026 RL1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS387150(NAD 83) RL1026_MARKER: DB = BENCH MARK DISK RL1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1026_STAMPING: L 120 1948 RL1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1026+STABILITY: SURFACE MOTION RL1026 RL1026 HISTORY - Date Condition Report By RL1026 HISTORY - 1948 MONUMENTED CGS RL1026 HISTORY - 20050425 MARK NOT FOUND GEOCAC RL1026 RL1026 STATION DESCRIPTION RL1026 RL1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1026'6.8 MI E FROM LAND O LAKES. RL1026'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1026'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL1026'THENCE ABOUT 5.8 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD RL1026'LEADING TO LAC VIEUX DESERT AND INDIAN VILLAGE, AT THE JUNCTION RL1026'OF A ROAD EAST, ABOUT 0.55 MILE SOUTH-SOUTHEAST OF THE RL1026'JUNCTION OF A ROAD NORTH, 23 FEET NORTH OF THE CENTER LINE OF THE RL1026'ROAD EAST, 107 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH RL1026'TO INDIAN VILLAGE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS RL1026'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE RL1026'POST PROJECTING 4 INCHES. RL1026 RL1026 STATION RECOVERY (2005) RL1026 RL1026'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1026'THERE HAS BEEN ROAD CONTRUCTION ALONG FOREST ROAD 3925. RL1026' RL1026'THE JUNCTION IS WITH FR 3925 AND THE MAIN ROAD IS INDIAN VILLAGE RD. RL1026'IT IS NOW BLACKTOP AND ABOUT 3 FT HIGHER IN GRADE. THE SITE LOCATION RL1026'HAS BEEN GRADED ALONG FR 3925. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0960 *********************************************************************** RL0960 DESIGNATION - L 143 RL0960 PID - RL0960 RL0960 STATE/COUNTY- MI/GOGEBIC RL0960 USGS QUAD - THOUSAND ISLAND LAKE (1981) RL0960 RL0960 *CURRENT SURVEY CONTROL RL0960 ___________________________________________________________________ RL0960* NAD 83(1986)- 46 14 52. (N) 089 26 25. (W) SCALED RL0960* NAVD 88 - 513.994 (meters) 1686.33 (feet) ADJUSTED RL0960 ___________________________________________________________________ RL0960 GEOID HEIGHT- -31.03 (meters) GEOID03 RL0960 DYNAMIC HT - 514.001 (meters) 1686.35 (feet) COMP RL0960 MODELED GRAV- 980,612.0 (mgal) NAVD 88 RL0960 RL0960 VERT ORDER - SECOND CLASS 0 RL0960 RL0960.The horizontal coordinates were scaled from a topographic map and have RL0960.an estimated accuracy of +/- 6 seconds. RL0960 RL0960.The orthometric height was determined by differential leveling RL0960.and adjusted by the National Geodetic Survey in June 1991. RL0960 RL0960.The geoid height was determined by GEOID03. RL0960 RL0960.The dynamic height is computed by dividing the NAVD 88 RL0960.geopotential number by the normal gravity value computed on the RL0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0960.degrees latitude (g = 980.6199 gals.). RL0960 RL0960.The modeled gravity was interpolated from observed gravity values. RL0960 RL0960; North East Units Estimated Accuracy RL0960;SPC MI N - 165,660. 7,811,860. MT (+/- 180 meters Scaled) RL0960 RL0960 SUPERSEDED SURVEY CONTROL RL0960 RL0960 NGVD 29 (??/??/92) 514.005 (m) 1686.36 (f) ADJ UNCH 2 0 RL0960 RL0960.Superseded values are not recommended for survey control. RL0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0960.See file dsdata.txt to determine how the superseded data were derived. RL0960 RL0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS118244(NAD 83) RL0960_MARKER: DB = BENCH MARK DISK RL0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL0960_STAMPING: L 143 1948 RL0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0960+STABILITY: SURFACE MOTION RL0960 RL0960 HISTORY - Date Condition Report By RL0960 HISTORY - 1948 MONUMENTED CGS RL0960 HISTORY - 20050414 POOR GEOCAC RL0960 RL0960 STATION DESCRIPTION RL0960 RL0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0960'15.8 MI SW FROM WATERSMEET. RL0960'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL RL0960'AT WATERSMEET, THENCE ABOUT 11.4 MILES WEST ALONG U.S. HIGHWAY 2, RL0960'THENCE ABOUT 3.95 MILES SOUTHWEST ALONG THE CISCO CHAIN OF RL0960'LAKES ROAD, AT THE JUNCTION OF A ROAD WEST, 95 FEET SOUTHWEST OF RL0960'THE CENTER OF THE JUNCTION, 27 FEET NORTHWEST OF THE CENTER RL0960'LINE OF THE ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD RL0960'WEST, 5 FEET WEST OF THE SOUTHEAST LEG OF A SIGN POST, 2 FEET RL0960'NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE RL0960'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 RL0960'INCHES. RL0960 RL0960 STATION RECOVERY (2005) RL0960 RL0960'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0960'NAD 83(1986)- 46 14 53.5 (N) 089 26 22.9 (W) HANDHELD GPS RL0960' RL0960'MILEAGE UPDATES DUE TO ROAD CHANGES. RL0960' RL0960'US-45 AT WATERSMEET. 11.0 MILE WEST ALONG US-2, THENCE 3.6 MILES RL0960'SOUTH (LEFT) ALONG COUNTY ROAD 531/CISCO CHAIN OF LAKES RD TO Y RL0960'INTERSECTION AND THE MARK. RL0960' RL0960'MARK IS LOCATED ABOUT 3 FT BEHIND A LARGE WOOD LOCAL DIRECTORY SIGN. RL0960'IT IS LEANING (ABOUT 1/2 FT OUT OF PLUMB) AND PROJECTING 1 FT ABOVE RL0960'GROUND. PROBABLY DISTURBED BY ALL THE ACTIVITY AT THIS LOCATION, RL0960'SIGNS, UTILTIES ETC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1161 *********************************************************************** RL1161 DESIGNATION - L 146 RL1161 PID - RL1161 RL1161 STATE/COUNTY- MI/GOGEBIC RL1161 USGS QUAD - GOGEBIC (1982) RL1161 RL1161 *CURRENT SURVEY CONTROL RL1161 ___________________________________________________________________ RL1161* NAD 83(1986)- 46 17 47. (N) 089 34 11. (W) SCALED RL1161* NAVD 88 - 513.762 (meters) 1685.57 (feet) ADJUSTED RL1161 ___________________________________________________________________ RL1161 GEOID HEIGHT- -30.95 (meters) GEOID03 RL1161 DYNAMIC HT - 513.773 (meters) 1685.60 (feet) COMP RL1161 MODELED GRAV- 980,619.5 (mgal) NAVD 88 RL1161 RL1161 VERT ORDER - SECOND CLASS 0 RL1161 RL1161.The horizontal coordinates were scaled from a topographic map and have RL1161.an estimated accuracy of +/- 6 seconds. RL1161 RL1161.The orthometric height was determined by differential leveling RL1161.and adjusted by the National Geodetic Survey in June 1991. RL1161 RL1161.The geoid height was determined by GEOID03. RL1161 RL1161.The dynamic height is computed by dividing the NAVD 88 RL1161.geopotential number by the normal gravity value computed on the RL1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1161.degrees latitude (g = 980.6199 gals.). RL1161 RL1161.The modeled gravity was interpolated from observed gravity values. RL1161 RL1161; North East Units Estimated Accuracy RL1161;SPC MI N - 171,380. 7,802,060. MT (+/- 180 meters Scaled) RL1161 RL1161 SUPERSEDED SURVEY CONTROL RL1161 RL1161 NGVD 29 (??/??/92) 513.776 (m) 1685.61 (f) ADJ UNCH 2 0 RL1161 RL1161.Superseded values are not recommended for survey control. RL1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1161.See file dsdata.txt to determine how the superseded data were derived. RL1161 RL1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS020301(NAD 83) RL1161_MARKER: DB = BENCH MARK DISK RL1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1161_STAMPING: L 146 1948 RL1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1161+STABILITY: SURFACE MOTION RL1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1161+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005 RL1161 RL1161 HISTORY - Date Condition Report By RL1161 HISTORY - 1948 MONUMENTED CGS RL1161 HISTORY - 20050419 GOOD GEOCAC RL1161 RL1161 STATION DESCRIPTION RL1161 RL1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1161'21.4 MI SW FROM MARENISCO. RL1161'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO RL1161'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT RL1161'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, THENCE ABOUT 4.85 RL1161'MILES SOUTH ALONG LANGFORD LAKE ROAD, THENCE ABOUT 3.35 MILES RL1161'WEST AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT 1.0 MILE NORTHEAST RL1161'OF THE BRIDGE OVER POMEROY CREEK, AT THE JUNCTION OF A FIRE RL1161'TRAIL NORTH TO GOGEBIC STATION, AT THE OUTSIDE OF A CURVE RL1161'SOUTHWEST AND SOUTHEAST, 114 FEET WEST-NORTHWEST AND ACROSS RL1161'THE JUNCTION FROM AN OLD CHIMNEY BASE, 19 FEET NORTHWEST OF THE RL1161'SOUTHWEST TANGENT OF THE ROAD, 33 FEET WEST OF THE CENTER OF RL1161'THE JUNCTION OF THE TRAIL NORTH, 31 FEET SOUTHWEST OF A ROAD RL1161'SIGN POST, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, RL1161'ABOUT LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE RL1161'POST PROJECTING 6 INCHES. MARK IS ABOUT 6.35 MILES SOUTH AND RL1161'SOUTHWEST ALONG A DIM FIRE TRAIL FROM ITS CROSSING WITH THE RL1161'CHICAGO AND NORTHWESTERN RAILWAY AT GOGEBIC STATION. RL1161 RL1161 STATION RECOVERY (2005) RL1161 RL1161'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1161'NAD 83(1986)- 46 17 46.8 (N) 089 34 110.6 (W) HANDHELD GPS RL1161' RL1161'THE ROAD JUNCTION HAS MOVED. THE MAIN COUNTY ROAD 527 HAS BEEN RL1161'IMPORVED. TO REACH MARK FROM THE JUNCTION OF COUNTY ROAD 527 AND RL1161'GRAVEL NAT'L FOREST ROAD NORTHEAST (OLD DIM TRAIL), FOLLOW ROAD RL1161'NORTHEAST ABOUT 250 FT TO MARK ON THE LEFT, 1.5 FT SE OF AN EXISTING RL1161'METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1027 *********************************************************************** RL1027 DESIGNATION - M 120 RL1027 PID - RL1027 RL1027 STATE/COUNTY- MI/GOGEBIC RL1027 USGS QUAD - IMP LAKE (1982) RL1027 RL1027 *CURRENT SURVEY CONTROL RL1027 ___________________________________________________________________ RL1027* NAD 83(1986)- 46 10 13. (N) 089 04 11. (W) SCALED RL1027* NAVD 88 - 522.729 (meters) 1714.99 (feet) ADJUSTED RL1027 ___________________________________________________________________ RL1027 GEOID HEIGHT- -31.41 (meters) GEOID03 RL1027 DYNAMIC HT - 522.734 (meters) 1715.00 (feet) COMP RL1027 MODELED GRAV- 980,607.2 (mgal) NAVD 88 RL1027 RL1027 VERT ORDER - SECOND CLASS 0 RL1027 RL1027.The horizontal coordinates were scaled from a topographic map and have RL1027.an estimated accuracy of +/- 6 seconds. RL1027 RL1027.The orthometric height was determined by differential leveling RL1027.and adjusted by the National Geodetic Survey in June 1991. RL1027 RL1027.The geoid height was determined by GEOID03. RL1027 RL1027.The dynamic height is computed by dividing the NAVD 88 RL1027.geopotential number by the normal gravity value computed on the RL1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1027.degrees latitude (g = 980.6199 gals.). RL1027 RL1027.The modeled gravity was interpolated from observed gravity values. RL1027 RL1027; North East Units Estimated Accuracy RL1027;SPC MI N - 156,240. 7,840,200. MT (+/- 180 meters Scaled) RL1027 RL1027 SUPERSEDED SURVEY CONTROL RL1027 RL1027 NGVD 29 (??/??/92) 522.747 (m) 1715.05 (f) ADJ UNCH 2 0 RL1027 RL1027.Superseded values are not recommended for survey control. RL1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1027.See file dsdata.txt to determine how the superseded data were derived. RL1027 RL1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS402150(NAD 83) RL1027_MARKER: DB = BENCH MARK DISK RL1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1027_STAMPING: M 120 1948 RL1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1027+STABILITY: SURFACE MOTION RL1027 RL1027 HISTORY - Date Condition Report By RL1027 HISTORY - 1948 MONUMENTED CGS RL1027 HISTORY - 20050425 POOR GEOCAC RL1027 RL1027 STATION DESCRIPTION RL1027 RL1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1027'7.7 MI SE FROM LAND O LAKES. RL1027'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1027'OF COUNTY ROAD B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL1027'THENCE ABOUT 5.8 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD RL1027'LEADING TO LAC VIEUX DESERT AND INDIAN VILLAGE, THENCE ABOUT RL1027'0.95 MILE EAST ALONG A GRASS ROAD, AT THE OUTSIDE OF A CURVE RL1027'WEST AND SOUTHEAST ABOUT 45 YARDS EAST OF THE WEST END OF THE RL1027'CURVE, 24 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, RL1027'ABOUT 12 FEET NORTH OF THE PROLONGED CENTER LINE OF THE WEST RL1027'TANGENT OF THE ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS RL1027'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE RL1027'POST PROJECTING 6 INCHES. RL1027 RL1027 STATION RECOVERY (2005) RL1027 RL1027'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1027'THERE HAS BEEN ROAD CONTRUCTION ALONG FOREST ROAD 3925, AREA GRADED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0959 *********************************************************************** RL0959 DESIGNATION - M 143 RL0959 PID - RL0959 RL0959 STATE/COUNTY- MI/GOGEBIC RL0959 USGS QUAD - STAR LAKE (1982) RL0959 RL0959 *CURRENT SURVEY CONTROL RL0959 ___________________________________________________________________ RL0959* NAD 83(1986)- 46 15 38. (N) 089 25 43. (W) SCALED RL0959* NAVD 88 - 520.358 (meters) 1707.21 (feet) ADJUSTED RL0959 ___________________________________________________________________ RL0959 GEOID HEIGHT- -31.04 (meters) GEOID03 RL0959 DYNAMIC HT - 520.366 (meters) 1707.23 (feet) COMP RL0959 MODELED GRAV- 980,614.4 (mgal) NAVD 88 RL0959 RL0959 VERT ORDER - SECOND CLASS 0 RL0959 RL0959.The horizontal coordinates were scaled from a topographic map and have RL0959.an estimated accuracy of +/- 6 seconds. RL0959 RL0959.The orthometric height was determined by differential leveling RL0959.and adjusted by the National Geodetic Survey in June 1991. RL0959 RL0959.The geoid height was determined by GEOID03. RL0959 RL0959.The dynamic height is computed by dividing the NAVD 88 RL0959.geopotential number by the normal gravity value computed on the RL0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0959.degrees latitude (g = 980.6199 gals.). RL0959 RL0959.The modeled gravity was interpolated from observed gravity values. RL0959 RL0959; North East Units Estimated Accuracy RL0959;SPC MI N - 167,050. 7,812,800. MT (+/- 180 meters Scaled) RL0959 RL0959 SUPERSEDED SURVEY CONTROL RL0959 RL0959 NGVD 29 (??/??/92) 520.370 (m) 1707.25 (f) ADJ UNCH 2 0 RL0959 RL0959.Superseded values are not recommended for survey control. RL0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0959.See file dsdata.txt to determine how the superseded data were derived. RL0959 RL0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS128258(NAD 83) RL0959_MARKER: DB = BENCH MARK DISK RL0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL0959_STAMPING: M 143 1948 RL0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0959+STABILITY: SURFACE MOTION RL0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0959+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005 RL0959 RL0959 HISTORY - Date Condition Report By RL0959 HISTORY - 1948 MONUMENTED CGS RL0959 HISTORY - 20050414 GOOD GEOCAC RL0959 RL0959 STATION DESCRIPTION RL0959 RL0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0959'14.7 MI SW FROM WATERSMEET. RL0959'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL RL0959'AT WATERSMEET, THENCE ABOUT 11.4 MILES WEST ALONG U.S. HIGHWAY RL0959'2, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG THE CISCO CHAIN RL0959'OF LAKES ROAD, ABOUT 0.1 MILE SOUTHWEST OF A ROAD SOUTHEAST, RL0959'ABOUT 0.2 MILE SOUTHWEST OF THE CROSSING OF THE CHICAGO AND NORTH RL0959'WESTERN RAILWAY, ABOUT 0.25 MILE NORTHEAST OF A ROAD WEST, 30 RL0959'FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH-NORTHEAST RL0959'OF A TRIANGULAR BLAZED 10-INCH MAPLE TREE, 8 FEET NORTHEAST OF RL0959'A TRIANGULAR BLAZED 9-INCH SWAMP CEDAR TREE, 8 FEET SOUTHEAST RL0959'OF A TRIANGULAR BLAZED 14-INCH PINE TREE, 2 FEET NORTH OF A RL0959'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE RL0959'TOP OF A CONCRETE POST PROJECTING 6 INCHES. RL0959 RL0959 STATION RECOVERY (2005) RL0959 RL0959'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0959'NAD 83(1986)- 46 15 38.1 (N) 089 25 43.6 (W) HANDHELD GPS RL0959' RL0959'MILEAGE UPDATES DUE TO ROAD CHANGES. RL0959' RL0959'US-45 AT WATERSMEET. 11.0 MILE WEST ALONG US-2, THENCE 2.4 MILES RL0959'SOUTH (LEFT) ALONG COUNTY ROAD 531/CISCO CHAIN OF LAKES RD TO THE MARK RL0959'ON THE RIGHT. RL0959' RL0959'IT IS 26 FT WEST OF THE ROAD C/L, 27 FT ESE OF A PROMINENT 3 FT RL0959'DIAMETER PINE TREE, 6 FT SSE OF POLE NO. 40-5/87-25075, 2 FT NORTH OF RL0959'AN EXISTING WITNESS POST AND ABOUT 2 FT ABOVE LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1028 *********************************************************************** RL1028 DESIGNATION - N 120 RL1028 PID - RL1028 RL1028 STATE/COUNTY- MI/GOGEBIC RL1028 USGS QUAD - IMP LAKE (1982) RL1028 RL1028 *CURRENT SURVEY CONTROL RL1028 ___________________________________________________________________ RL1028* NAD 83(1986)- 46 09 49. (N) 089 03 08. (W) SCALED RL1028* NAVD 88 - 527.789 (meters) 1731.59 (feet) ADJUSTED RL1028 ___________________________________________________________________ RL1028 GEOID HEIGHT- -31.42 (meters) GEOID03 RL1028 DYNAMIC HT - 527.794 (meters) 1731.60 (feet) COMP RL1028 MODELED GRAV- 980,607.7 (mgal) NAVD 88 RL1028 RL1028 VERT ORDER - SECOND CLASS 0 RL1028 RL1028.The horizontal coordinates were scaled from a topographic map and have RL1028.an estimated accuracy of +/- 6 seconds. RL1028 RL1028.The orthometric height was determined by differential leveling RL1028.and adjusted by the National Geodetic Survey in June 1991. RL1028 RL1028.The geoid height was determined by GEOID03. RL1028 RL1028.The dynamic height is computed by dividing the NAVD 88 RL1028.geopotential number by the normal gravity value computed on the RL1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1028.degrees latitude (g = 980.6199 gals.). RL1028 RL1028.The modeled gravity was interpolated from observed gravity values. RL1028 RL1028; North East Units Estimated Accuracy RL1028;SPC MI N - 155,460. 7,841,530. MT (+/- 180 meters Scaled) RL1028 RL1028 SUPERSEDED SURVEY CONTROL RL1028 RL1028 NGVD 29 (??/??/92) 527.806 (m) 1731.64 (f) ADJ UNCH 2 0 RL1028 RL1028.Superseded values are not recommended for survey control. RL1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1028.See file dsdata.txt to determine how the superseded data were derived. RL1028 RL1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS415142(NAD 83) RL1028_MARKER: DB = BENCH MARK DISK RL1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1028_STAMPING: N 120 1948 RL1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1028+STABILITY: SURFACE MOTION RL1028 RL1028 HISTORY - Date Condition Report By RL1028 HISTORY - 1948 MONUMENTED CGS RL1028 HISTORY - 20050425 POOR GEOCAC RL1028 RL1028 STATION DESCRIPTION RL1028 RL1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1028'8.7 MI E FROM LAND O LAKES. RL1028'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1028'OF COUNTY ROAD B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL1028'THENCE ABOUT 5.8 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD RL1028'LEADING TO LAC VIEUX DESERT AND INDIAN VILLAGE, THENCE ABOUT RL1028'1.95 MILES EAST AND ALONG A GRASS ROAD, ABOUT 0.25 MILE WEST RL1028'OF THE JUNCTION OF A TRAIL SOUTH, ABOUT 0.15 MILE EAST OF THE RL1028'BOTTOM OF GRADES, 24 FEET NORTH OF THE CENTER LINE OF THE RL1028'ROAD, AT A SMALL CLEARING ON NORTH SIDE OF ROAD, 2 FEET NORTH RL1028'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND RL1028'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. RL1028 RL1028 STATION RECOVERY (2005) RL1028 RL1028'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1028'NAD 83(1986)- 46 09 48.4 (N) 089 03 09.7 (W) HANDHELD GPS RL1028' RL1028'THERE HAS BEEN ROAD CONTRUCTION ALONG FOREST ROAD 3925. APPEARS MARK RL1028'WAS HIT DURING ROAD WORK GRADING, TILTED NORTH SEVERAL INCHES. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0958 *********************************************************************** RL0958 DESIGNATION - N 143 RL0958 PID - RL0958 RL0958 STATE/COUNTY- MI/GOGEBIC RL0958 USGS QUAD - STAR LAKE (1982) RL0958 RL0958 *CURRENT SURVEY CONTROL RL0958 ___________________________________________________________________ RL0958* NAD 83(1986)- 46 16 12. (N) 089 24 57. (W) SCALED RL0958* NAVD 88 - 515.816 (meters) 1692.31 (feet) ADJUSTED RL0958 ___________________________________________________________________ RL0958 GEOID HEIGHT- -31.05 (meters) GEOID03 RL0958 DYNAMIC HT - 515.825 (meters) 1692.34 (feet) COMP RL0958 MODELED GRAV- 980,616.0 (mgal) NAVD 88 RL0958 RL0958 VERT ORDER - SECOND CLASS 0 RL0958 RL0958.The horizontal coordinates were scaled from a topographic map and have RL0958.an estimated accuracy of +/- 6 seconds. RL0958 RL0958.The orthometric height was determined by differential leveling RL0958.and adjusted by the National Geodetic Survey in June 1991. RL0958 RL0958.The geoid height was determined by GEOID03. RL0958 RL0958.The dynamic height is computed by dividing the NAVD 88 RL0958.geopotential number by the normal gravity value computed on the RL0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0958.degrees latitude (g = 980.6199 gals.). RL0958 RL0958.The modeled gravity was interpolated from observed gravity values. RL0958 RL0958; North East Units Estimated Accuracy RL0958;SPC MI N - 168,070. 7,813,820. MT (+/- 180 meters Scaled) RL0958 RL0958 SUPERSEDED SURVEY CONTROL RL0958 RL0958 NGVD 29 (??/??/92) 515.829 (m) 1692.35 (f) ADJ UNCH 2 0 RL0958 RL0958.Superseded values are not recommended for survey control. RL0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0958.See file dsdata.txt to determine how the superseded data were derived. RL0958 RL0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS138268(NAD 83) RL0958_MARKER: DB = BENCH MARK DISK RL0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL0958_STAMPING: N 143 1948 RL0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0958+STABILITY: SURFACE MOTION RL0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0958+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005 RL0958 RL0958 HISTORY - Date Condition Report By RL0958 HISTORY - 1948 MONUMENTED CGS RL0958 HISTORY - 20050414 GOOD GEOCAC RL0958 RL0958 STATION DESCRIPTION RL0958 RL0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0958'13.8 MI W FROM WATERSMEET. RL0958'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL RL0958'AT WATERSMEET, THENCE ABOUT 11.4 MILES WEST ALONG U.S. HIGHWAY RL0958'2, THENCE ABOUT 1.9 MILES SOUTH ALONG THE CISCO CHAIN OF LAKES RL0958'ROAD, ABOUT 0.75 MILE NORTH OF THE CROSSING OF THE CHICAGO AND RL0958'NORTH WESTERN RAILWAY, AT A SMALL CLEARING ON THE NORTHWEST RL0958'SIDE OF ROAD, 78 FEET NORTH-NORTHEAST OF A 30-INCH LONE PINE RL0958'TREE ON WEST EDGE OF ROAD, 41 FEET NORTHWEST OF THE CENTER LINE RL0958'OF THE ROAD, 41 FEET NORTHEAST OF A TRIANGULAR BLAZED 14-INCH RL0958'BIRCH TREE, 40 FEET SOUTHEAST OF A TRIANGULAR BLAZED 10-INCH RL0958'BIRCH TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, RL0958'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE RL0958'POST PROJECTING 7 INCHES. RL0958 RL0958 STATION RECOVERY (2005) RL0958 RL0958'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0958'NAD 83(1986)- 46 16 11.6 (N) 089 24 58.2 (W) HANDHELD GPS RL0958' RL0958'CORRECTIONS DUE TO ROAD CHANGES. RL0958' RL0958'FROM US HWY 45 AT WATERSMEET, 11.0 MILES WEST ALONG US-2, THENCE 1.5 RL0958'MILES SOUTH (LEFT) ALONG COUNTY ROAD 531/CISCO CHAIN OF LAKES RD TO RL0958'THE SOUTH END OF A BORROW PIT (FOR ROAD FILL), A JOG IN THE ROAD RL0958'AROUND OLD STUMP OF THE '1948 LONE PINE' AND THE MARK ON THE RIGHT. RL0958' RL0958'IT IS 50 FT NW OF THE C/L OF THE ROAD, 12.5 FT NORTHEAST OF POLE NO. RL0958'76-0891, 3 FT SE OF THE POWER LINE, 2 FT SOUTHWEST OF A WITNESS POST, RL0958'ABOUT LEVEL WITH THE ROAD AND PROJECTING 4 INCHES. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1029 *********************************************************************** RL1029 DESIGNATION - P 120 RL1029 PID - RL1029 RL1029 STATE/COUNTY- MI/GOGEBIC RL1029 USGS QUAD - IMP LAKE (1982) RL1029 RL1029 *CURRENT SURVEY CONTROL RL1029 ___________________________________________________________________ RL1029* NAD 83(1986)- 46 10 02. (N) 089 02 02. (W) SCALED RL1029* NAVD 88 - 528.026 (meters) 1732.37 (feet) ADJUSTED RL1029 ___________________________________________________________________ RL1029 GEOID HEIGHT- -31.43 (meters) GEOID03 RL1029 DYNAMIC HT - 528.033 (meters) 1732.39 (feet) COMP RL1029 MODELED GRAV- 980,609.4 (mgal) NAVD 88 RL1029 RL1029 VERT ORDER - SECOND CLASS 0 RL1029 RL1029.The horizontal coordinates were scaled from a topographic map and have RL1029.an estimated accuracy of +/- 6 seconds. RL1029 RL1029.The orthometric height was determined by differential leveling RL1029.and adjusted by the National Geodetic Survey in June 1991. RL1029 RL1029.The geoid height was determined by GEOID03. RL1029 RL1029.The dynamic height is computed by dividing the NAVD 88 RL1029.geopotential number by the normal gravity value computed on the RL1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1029.degrees latitude (g = 980.6199 gals.). RL1029 RL1029.The modeled gravity was interpolated from observed gravity values. RL1029 RL1029; North East Units Estimated Accuracy RL1029;SPC MI N - 155,830. 7,842,960. MT (+/- 180 meters Scaled) RL1029 RL1029 SUPERSEDED SURVEY CONTROL RL1029 RL1029 NGVD 29 (??/??/92) 528.044 (m) 1732.42 (f) ADJ UNCH 2 0 RL1029 RL1029.Superseded values are not recommended for survey control. RL1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1029.See file dsdata.txt to determine how the superseded data were derived. RL1029 RL1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS429146(NAD 83) RL1029_MARKER: DB = BENCH MARK DISK RL1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1029_STAMPING: P 120 1948 RL1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1029+STABILITY: SURFACE MOTION RL1029 RL1029 HISTORY - Date Condition Report By RL1029 HISTORY - 1948 MONUMENTED CGS RL1029 HISTORY - 1978 MARK NOT FOUND USGS RL1029 HISTORY - 20050425 MARK NOT FOUND GEOCAC RL1029 RL1029 STATION DESCRIPTION RL1029 RL1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1029'9.6 MI E FROM LAND O LAKES. RL1029'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1029'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL1029'THENCE ABOUT 5.8 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD RL1029'LEADING TO LAC VIEUX DESERT AND INDIAN VILLAGE, THENCE ABOUT RL1029'2.9 MILES EAST ALONG A GRASS ROAD, ABOUT 0.15 MILE WEST OF A RL1029'CURVE NORTHEAST AND WEST, 29 FEET SOUTH OF THE CENTER LINE OF RL1029'THE ROAD, 17 FEET NORTHEAST OF A YOUNG SPRUCE TREE, 2 FEET WEST RL1029'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND RL1029'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. RL1029 RL1029 STATION RECOVERY (1978) RL1029 RL1029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 RL1029'MARK NOT FOUND. RL1029 RL1029 STATION RECOVERY (2005) RL1029 RL1029'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1029'THERE HAS BEEN ROAD CONTRUCTION ALONG FOREST ROAD 3925. BRUSH CUTTING RL1029'AND PUSHED UP EARTH IN THE AREA. DESCRIPTION IS TOO VAGUE TO BE ABLE RL1029'TO PINPOINT THE LOCATION. MARK COULD BE BURIED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0957 *********************************************************************** RL0957 DESIGNATION - P 143 RL0957 PID - RL0957 RL0957 STATE/COUNTY- MI/GOGEBIC RL0957 USGS QUAD - STAR LAKE (1982) RL0957 RL0957 *CURRENT SURVEY CONTROL RL0957 ___________________________________________________________________ RL0957* NAD 83(1986)- 46 16 49. (N) 089 24 18. (W) SCALED RL0957* NAVD 88 - 513.952 (meters) 1686.19 (feet) ADJUSTED RL0957 ___________________________________________________________________ RL0957 GEOID HEIGHT- -31.06 (meters) GEOID03 RL0957 DYNAMIC HT - 513.962 (meters) 1686.22 (feet) COMP RL0957 MODELED GRAV- 980,617.7 (mgal) NAVD 88 RL0957 RL0957 VERT ORDER - SECOND CLASS 0 RL0957 RL0957.The horizontal coordinates were scaled from a topographic map and have RL0957.an estimated accuracy of +/- 6 seconds. RL0957 RL0957.The orthometric height was determined by differential leveling RL0957.and adjusted by the National Geodetic Survey in June 1991. RL0957 RL0957.The geoid height was determined by GEOID03. RL0957 RL0957.The dynamic height is computed by dividing the NAVD 88 RL0957.geopotential number by the normal gravity value computed on the RL0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0957.degrees latitude (g = 980.6199 gals.). RL0957 RL0957.The modeled gravity was interpolated from observed gravity values. RL0957 RL0957; North East Units Estimated Accuracy RL0957;SPC MI N - 169,190. 7,814,690. MT (+/- 180 meters Scaled) RL0957 RL0957 SUPERSEDED SURVEY CONTROL RL0957 RL0957 NGVD 29 (??/??/92) 513.966 (m) 1686.24 (f) ADJ UNCH 2 0 RL0957 RL0957.Superseded values are not recommended for survey control. RL0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0957.See file dsdata.txt to determine how the superseded data were derived. RL0957 RL0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS147280(NAD 83) RL0957_MARKER: DB = BENCH MARK DISK RL0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL0957_STAMPING: P 143 1948 RL0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0957+STABILITY: SURFACE MOTION RL0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0957+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005 RL0957 RL0957 HISTORY - Date Condition Report By RL0957 HISTORY - 1948 MONUMENTED CGS RL0957 HISTORY - 20050414 GOOD GEOCAC RL0957 RL0957 STATION DESCRIPTION RL0957 RL0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0957'12.8 MI W FROM WATERSMEET. RL0957'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL RL0957'AT WATERSMEET, THENCE ABOUT 11.4 MILES WEST ALONG U.S. HIGHWAY RL0957'2, THENCE ABOUT 1.0 MILE SOUTH ALONG CISCO CHAIN OF LAKES ROAD, RL0957'AT A HOUSE ON THE WEST SIDE OF THE ROAD, ABOUT 1.65 MILES NORTH RL0957'OF THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, 39 FEET RL0957'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 42 FEET WEST RL0957'OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF THE CENTER RL0957'LINE OF THE DRIVE TO HOUSE, 5 FEET SOUTHWEST OF A 9-INCH FIR RL0957'TREE, 5 1/2 FEET NORTH-NORTHEAST OF A 10-INCH HARD MAPLE TREE, RL0957'3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST RL0957'PROJECTING 5 INCHES. RL0957 RL0957 STATION RECOVERY (2005) RL0957 RL0957'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0957'NAD 83(1986)- 46 16 48.8 (N) 089 24 18.3 (W) HANDHELD GPS RL0957' RL0957'CORRECTIONS DUE TO ROAD CHANGES. RL0957' RL0957'FROM US HWY 45 AT WATERSMEET, 11.0 MILES WEST ALONG US-2, THENCE 0.7 RL0957'MILES SOUTH (LEFT) ALONG COUNTY ROAD 531/CISCO CHAIN OF LAKES RD TO RL0957'MARK ON RIGHT AT THE ONLY HOUSE IN THE AREA, ADDRESS N5085. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1030 *********************************************************************** RL1030 DESIGNATION - Q 120 RL1030 PID - RL1030 RL1030 STATE/COUNTY- MI/GOGEBIC RL1030 USGS QUAD - IMP LAKE (1982) RL1030 RL1030 *CURRENT SURVEY CONTROL RL1030 ___________________________________________________________________ RL1030* NAD 83(1986)- 46 10 23. (N) 089 00 39. (W) SCALED RL1030* NAVD 88 - 537.491 (meters) 1763.42 (feet) ADJUSTED RL1030 ___________________________________________________________________ RL1030 GEOID HEIGHT- -31.45 (meters) GEOID03 RL1030 DYNAMIC HT - 537.499 (meters) 1763.44 (feet) COMP RL1030 MODELED GRAV- 980,611.6 (mgal) NAVD 88 RL1030 RL1030 VERT ORDER - SECOND CLASS 0 RL1030 RL1030.The horizontal coordinates were scaled from a topographic map and have RL1030.an estimated accuracy of +/- 6 seconds. RL1030 RL1030.The orthometric height was determined by differential leveling RL1030.and adjusted by the National Geodetic Survey in June 1991. RL1030 RL1030.The geoid height was determined by GEOID03. RL1030 RL1030.The dynamic height is computed by dividing the NAVD 88 RL1030.geopotential number by the normal gravity value computed on the RL1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1030.degrees latitude (g = 980.6199 gals.). RL1030 RL1030.The modeled gravity was interpolated from observed gravity values. RL1030 RL1030; North East Units Estimated Accuracy RL1030;SPC MI N - 156,430. 7,844,750. MT (+/- 180 meters Scaled) RL1030 RL1030 SUPERSEDED SURVEY CONTROL RL1030 RL1030 NGVD 29 (??/??/92) 537.510 (m) 1763.48 (f) ADJ UNCH 2 0 RL1030 RL1030.Superseded values are not recommended for survey control. RL1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1030.See file dsdata.txt to determine how the superseded data were derived. RL1030 RL1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS447152(NAD 83) RL1030_MARKER: DB = BENCH MARK DISK RL1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1030_STAMPING: Q 120 1948 RL1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1030+STABILITY: SURFACE MOTION RL1030 RL1030 HISTORY - Date Condition Report By RL1030 HISTORY - 1948 MONUMENTED CGS RL1030 HISTORY - 20050425 MARK NOT FOUND GEOCAC RL1030 RL1030 STATION DESCRIPTION RL1030 RL1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1030'10.8 MI E FROM LAND O LAKES. RL1030'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1030'OF COUNTY ROAD B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL1030'THENCE ABOUT 5.8 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD RL1030'LEADING TO LAC VIEUX DESERT AND INDIAN VILLAGE, THENCE ABOUT RL1030'4.1 MILES EAST ALONG A GRASS ROAD, AT THE JUNCTION OF A ROAD RL1030'NORTHEAST AND UPHILL, ABOUT 1.05 MILE WEST OF THE GOGEBIC-IRON RL1030'COUNTY LINE, 24 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD, RL1030'44 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD NORTHEAST, 22 RL1030'FEET EAST OF A FOREST SERVICE LOCATION MARKER POST, 3 FEET EAST RL1030'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET RL1030'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES. RL1030 RL1030 STATION RECOVERY (2005) RL1030 RL1030'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1030'THERE HAS BEEN ROAD CONTRUCTION ALONG FOREST ROAD 3925. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0963 *********************************************************************** RL0963 DESIGNATION - Q 143 RL0963 PID - RL0963 RL0963 STATE/COUNTY- MI/GOGEBIC RL0963 USGS QUAD - STAR LAKE (1982) RL0963 RL0963 *CURRENT SURVEY CONTROL RL0963 ___________________________________________________________________ RL0963* NAD 83(1986)- 46 15 13. (N) 089 28 48. (W) SCALED RL0963* NAVD 88 - 523.528 (meters) 1717.61 (feet) ADJUSTED RL0963 ___________________________________________________________________ RL0963 GEOID HEIGHT- -31.00 (meters) GEOID03 RL0963 DYNAMIC HT - 523.537 (meters) 1717.64 (feet) COMP RL0963 MODELED GRAV- 980,614.1 (mgal) NAVD 88 RL0963 RL0963 VERT ORDER - SECOND CLASS 0 RL0963 RL0963.The horizontal coordinates were scaled from a topographic map and have RL0963.an estimated accuracy of +/- 6 seconds. RL0963 RL0963.The orthometric height was determined by differential leveling RL0963.and adjusted by the National Geodetic Survey in June 1991. RL0963 RL0963.The geoid height was determined by GEOID03. RL0963 RL0963.The dynamic height is computed by dividing the NAVD 88 RL0963.geopotential number by the normal gravity value computed on the RL0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0963.degrees latitude (g = 980.6199 gals.). RL0963 RL0963.The modeled gravity was interpolated from observed gravity values. RL0963 RL0963; North East Units Estimated Accuracy RL0963;SPC MI N - 166,400. 7,808,820. MT (+/- 180 meters Scaled) RL0963 RL0963 SUPERSEDED SURVEY CONTROL RL0963 RL0963 NGVD 29 (??/??/92) 523.541 (m) 1717.65 (f) ADJ UNCH 2 0 RL0963 RL0963.Superseded values are not recommended for survey control. RL0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0963.See file dsdata.txt to determine how the superseded data were derived. RL0963 RL0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS088252(NAD 83) RL0963_MARKER: DB = BENCH MARK DISK RL0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL0963_STAMPING: Q 143 1948 RL0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0963+STABILITY: SURFACE MOTION RL0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0963+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005 RL0963 RL0963 HISTORY - Date Condition Report By RL0963 HISTORY - 1948 MONUMENTED CGS RL0963 HISTORY - 20050414 GOOD GEOCAC RL0963 RL0963 STATION DESCRIPTION RL0963 RL0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0963'21.3 MI SE FROM MARENISCO. RL0963'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO RL0963'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT RL0963'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, THENCE ABOUT 4.85 RL0963'MILES SOUTH ALONG LANGFORD LAKE ROAD, THENCE ABOUT 1.15 MILES RL0963'ALONG A GRAVEL ROAD, THENCE ABOUT 2.1 MILES SOUTH AND EAST ALONG RL0963'A DIM GRASS TRAIL, ABOUT 0.65 MILE SOUTHWEST OF AN 8-FOOT RL0963'WOODEN BRIDGE (BRIDGE OUT), 46 FEET NORTH OF THE NORTH EDGE OF A RL0963'SMALL LAKE SOUTH OF ROAD, 34 FEET EAST-SOUTHEAST OF THE SOUTH RL0963'END OF A 2-FOOT WOODEN CULVERT, 23 FEET SOUTH OF THE CENTERLINE RL0963'OF THE ROAD, 23 FEET NORTH OF A 3-INCH FIR TREE, 2 FEET WEST RL0963'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN RL0963'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. MARK MAY BE RL0963'REACHED FROM WATERSMEET, GOGEBIC COUNTY BY GOING ABOUT 0.45 RL0963'MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL, THENCE RL0963'ABOUT 11.4 MILES WEST ALONG U.S. HIGHWAY 2, THENCE ABOUT 3.95 RL0963'MILES SOUTH ALONG CISCO CHAIN OF LAKES ROAD, THENCE ABOUT 0.8 RL0963'MILE WEST ALONG A ROAD, THENCE ABOUT 2.0 MILES NORTH AND WEST RL0963'ALONG A DIM GRASS TRAIL. NO TRUCK TRAVEL LAST 0.65 MILE AS RL0963'BRIDGE MENTIONED IN ABOVE DESCRIPTION IS OUT. RL0963 RL0963 STATION RECOVERY (2005) RL0963 RL0963'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0963'NAD 83(1986)- 46 15 13.9 (N) 089 28 48.0 (W) HANDHELD GPS RL0963' RL0963'MILEAGE UPDATES DUE TO ROAD CHANGES. RL0963' RL0963'US-45 AT WATERSMEET. 11.0 MILE WEST ALONG US-2, THENCE 3.6 MILES RL0963'SOUTH (LEFT) ALONG COUNTY ROAD 531/CISCO CHAIN OF LAKES RD, THENCE RL0963'0.75 MILES WEST (RIGHT) ALONG CR 531, THENCE 1.8 MILES NORTH (RIGHT) RL0963'AND WEST ALONG WINDING GRAVEL CLOVERLEAF LAKE RD (CR 531) TO MARK ON RL0963'LEFT WHERE ROAD COMES CLOSEST TO LAKE AND A MARSH AREA ON RIGHT. RL0963' RL0963'IT IS LOCATED BETWEEN THE ROAD AND THE LAKE, ABOUT 100 FT WEST A GRASS RL0963'TRAIL TO THE LAKE SHORE. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1160 *********************************************************************** RL1160 DESIGNATION - Q 146 RL1160 PID - RL1160 RL1160 STATE/COUNTY- MI/GOGEBIC RL1160 USGS QUAD - GOGEBIC (1982) RL1160 RL1160 *CURRENT SURVEY CONTROL RL1160 ___________________________________________________________________ RL1160* NAD 83(1986)- 46 17 11. (N) 089 34 55. (W) SCALED RL1160* NAVD 88 - 502.089 (meters) 1647.27 (feet) ADJUSTED RL1160 ___________________________________________________________________ RL1160 GEOID HEIGHT- -30.94 (meters) GEOID03 RL1160 DYNAMIC HT - 502.099 (meters) 1647.30 (feet) COMP RL1160 MODELED GRAV- 980,617.8 (mgal) NAVD 88 RL1160 RL1160 VERT ORDER - SECOND CLASS 0 RL1160 RL1160.The horizontal coordinates were scaled from a topographic map and have RL1160.an estimated accuracy of +/- 6 seconds. RL1160 RL1160.The orthometric height was determined by differential leveling RL1160.and adjusted by the National Geodetic Survey in June 1991. RL1160 RL1160.The geoid height was determined by GEOID03. RL1160 RL1160.The dynamic height is computed by dividing the NAVD 88 RL1160.geopotential number by the normal gravity value computed on the RL1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1160.degrees latitude (g = 980.6199 gals.). RL1160 RL1160.The modeled gravity was interpolated from observed gravity values. RL1160 RL1160; North East Units Estimated Accuracy RL1160;SPC MI N - 170,300. 7,801,080. MT (+/- 180 meters Scaled) RL1160 RL1160 SUPERSEDED SURVEY CONTROL RL1160 RL1160 NGVD 29 (??/??/92) 502.101 (m) 1647.31 (f) ADJ UNCH 2 0 RL1160 RL1160.Superseded values are not recommended for survey control. RL1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1160.See file dsdata.txt to determine how the superseded data were derived. RL1160 RL1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS011291(NAD 83) RL1160_MARKER: DB = BENCH MARK DISK RL1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1160_STAMPING: Q 146 1948 RL1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1160+STABILITY: SURFACE MOTION RL1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1160+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005 RL1160 RL1160 HISTORY - Date Condition Report By RL1160 HISTORY - 1948 MONUMENTED CGS RL1160 HISTORY - 20050419 GOOD GEOCAC RL1160 RL1160 STATION DESCRIPTION RL1160 RL1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1160'22.4 MI SW FROM MARENISCO. RL1160'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO RL1160'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT RL1160'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, THENCE ABOUT 4.85 RL1160'MILES SOUTH ALONG LANGFORD LAKE ROAD, THENCE ABOUT 4.3 MILES RL1160'WEST AND NORTHWEST AND SOUTHWEST ALONG A ROAD LEADING TO STATE RL1160'LINE LOOKOUT TOWER, ABOUT 0.65 MILE NORTHEAST OF POMEROY LAKE, RL1160'348 FEET NORTH-NORTHEAST OF NORTH END OF A 14-FOOT WOODEN BRIDGE RL1160'OVER POMEROY CREEK, 25 FEET EAST OF THE CENTER LINE OF THE RL1160'ROAD, 45 FEET SOUTHEAST AND ACROSS THE ROAD FROM A TRIANGULAR RL1160'BLAZED 7-INCH ASPEN TREE, 7 FEET SOUTHWEST OF A TRIANGULAR RL1160'BLAZED 7-INCH ASPEN TREE, 3 FEET NORTH-NORTHEAST OF A WHITE RL1160'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE RL1160'TOP OF A CONCRETE POST PROJECTING 6 INCHES. RL1160 RL1160 STATION RECOVERY (2005) RL1160 RL1160'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1160'NAD 83(1986)- 46 17 11.6 (N) 089 34 56.9 (W) HANDHELD GPS 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0392 *********************************************************************** RL0392 DESIGNATION - R 120 RL0392 PID - RL0392 RL0392 STATE/COUNTY- MI/GOGEBIC RL0392 USGS QUAD - GOLDEN LAKE (1981) RL0392 RL0392 *CURRENT SURVEY CONTROL RL0392 ___________________________________________________________________ RL0392* NAD 83(1986)- 46 10 28. (N) 088 59 33. (W) SCALED RL0392* NAVD 88 - 537.082 (meters) 1762.08 (feet) ADJUSTED RL0392 ___________________________________________________________________ RL0392 GEOID HEIGHT- -31.47 (meters) GEOID03 RL0392 DYNAMIC HT - 537.091 (meters) 1762.11 (feet) COMP RL0392 MODELED GRAV- 980,612.9 (mgal) NAVD 88 RL0392 RL0392 VERT ORDER - SECOND CLASS 0 RL0392 RL0392.The horizontal coordinates were scaled from a topographic map and have RL0392.an estimated accuracy of +/- 6 seconds. RL0392 RL0392.The orthometric height was determined by differential leveling RL0392.and adjusted by the National Geodetic Survey in June 1991. RL0392 RL0392.The geoid height was determined by GEOID03. RL0392 RL0392.The dynamic height is computed by dividing the NAVD 88 RL0392.geopotential number by the normal gravity value computed on the RL0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0392.degrees latitude (g = 980.6199 gals.). RL0392 RL0392.The modeled gravity was interpolated from observed gravity values. RL0392 RL0392; North East Units Estimated Accuracy RL0392;SPC MI N - 156,550. 7,846,170. MT (+/- 180 meters Scaled) RL0392 RL0392 SUPERSEDED SURVEY CONTROL RL0392 RL0392 NGVD 29 (??/??/92) 537.101 (m) 1762.14 (f) ADJ UNCH 2 0 RL0392 RL0392.Superseded values are not recommended for survey control. RL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0392.See file dsdata.txt to determine how the superseded data were derived. RL0392 RL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS462153(NAD 83) RL0392_MARKER: DB = BENCH MARK DISK RL0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL0392_STAMPING: R 120 1948 RL0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0392+STABILITY: SURFACE MOTION RL0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0392+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 RL0392 RL0392 HISTORY - Date Condition Report By RL0392 HISTORY - 1948 MONUMENTED CGS RL0392 HISTORY - 20050425 GOOD GEOCAC RL0392 RL0392 STATION DESCRIPTION RL0392 RL0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0392'11.8 MI E FROM LAND O LAKES. RL0392'0.95 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH RL0392'COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL0392'THENCE ABOUT 5.8 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD RL0392'LEADING TO LAC VIEUX DESERT AND INDIAN VILLAGE, THENCE ABOUT RL0392'5.1 MILES EAST ALONG A GRASS ROAD, ABOUT 40 YARDS EAST OF A CURVE RL0392'EAST AND SOUTHWEST AND NEAR THE BOTTOM OF A HILL, ABOUT 145 RL0392'YARDS WEST OF THE GOGEBIC-IRON COUNTY LINE AND FOREST SERVICE RL0392'STATION SECTION POST AT THE SOUTHWEST CORNER OF SECTION 30, 2 RL0392'FEET EAST OF A WHITE WOODEN WITNESS POST, 18 FEET NORTH OF THE RL0392'CENTER LINE OF THE ROAD, 10.5 FEET SOUTH-SOUTHWEST OF A RL0392'TRIANGULAR BLAZED 10-INCH MAPLE TREE, 2 FEET ABOVE THE ROAD AND RL0392'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. RL0392 RL0392 STATION RECOVERY (2005) RL0392 RL0392'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0392'NAD 83(1986)- 46 10 27.6 (N) 088 59 33.4 (W) HANDHELD GPS RL0392' RL0392'WATERSMEET RL0392'12.3 MILES SOUTHEAST ALONG US HWY 2 FROM THE JUNCTION WITH US HWY 45, RL0392'THENCE 1.4 MILES SW ALONG FR 3920, THENCE 1.1 MILES WEST ALONG FR 3925 RL0392'TO THE MARK ON THE RIGHT. IT IS 202 FT EAST OF A 12-INCH CMP CROSS RL0392'CULVERT AND ABOUT 100 FT MORE OR LESS EAST FROM THE EAST END OF A RL0392'CURVE TO THE LEFT, 2 FT EAST OF A METAL WITNES POST. RL0392'NOTE--THE 1948 MAPLE (NOW 24 INCH DIA.) HAS THE BLAZE GROWN OVER BUT RL0392'THE SCAR IS VISIBLE. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0965 *********************************************************************** RL0965 DESIGNATION - S 143 RL0965 PID - RL0965 RL0965 STATE/COUNTY- MI/GOGEBIC RL0965 USGS QUAD - STAR LAKE (1982) RL0965 RL0965 *CURRENT SURVEY CONTROL RL0965 ___________________________________________________________________ RL0965* NAD 83(1986)- 46 16 23. (N) 089 29 49. (W) SCALED RL0965* NAVD 88 - 515.824 (meters) 1692.33 (feet) ADJUSTED RL0965 ___________________________________________________________________ RL0965 GEOID HEIGHT- -30.98 (meters) GEOID03 RL0965 DYNAMIC HT - 515.834 (meters) 1692.37 (feet) COMP RL0965 MODELED GRAV- 980,617.1 (mgal) NAVD 88 RL0965 RL0965 VERT ORDER - SECOND CLASS 0 RL0965 RL0965.The horizontal coordinates were scaled from a topographic map and have RL0965.an estimated accuracy of +/- 6 seconds. RL0965 RL0965.The orthometric height was determined by differential leveling RL0965.and adjusted by the National Geodetic Survey in June 1991. RL0965 RL0965.The geoid height was determined by GEOID03. RL0965 RL0965.The dynamic height is computed by dividing the NAVD 88 RL0965.geopotential number by the normal gravity value computed on the RL0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0965.degrees latitude (g = 980.6199 gals.). RL0965 RL0965.The modeled gravity was interpolated from observed gravity values. RL0965 RL0965; North East Units Estimated Accuracy RL0965;SPC MI N - 168,600. 7,807,580. MT (+/- 180 meters Scaled) RL0965 RL0965 SUPERSEDED SURVEY CONTROL RL0965 RL0965 NGVD 29 (??/??/92) 515.839 (m) 1692.38 (f) ADJ UNCH 2 0 RL0965 RL0965.Superseded values are not recommended for survey control. RL0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0965.See file dsdata.txt to determine how the superseded data were derived. RL0965 RL0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS076274(NAD 83) RL0965_MARKER: DB = BENCH MARK DISK RL0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL0965_STAMPING: S 143 1948 RL0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0965+STABILITY: SURFACE MOTION RL0965 RL0965 HISTORY - Date Condition Report By RL0965 HISTORY - 1948 MONUMENTED CGS RL0965 HISTORY - 20050419 POOR GEOCAC RL0965 RL0965 STATION DESCRIPTION RL0965 RL0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0965'19.2 MI SE FROM MARENISCO. RL0965'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO RL0965'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT RL0965'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, THENCE ABOUT 4.85 RL0965'MILES SOUTH ALONG LANGFORD LAKE ROAD, THENCE ABOUT 1.15 MILES RL0965'SOUTHEAST ALONG A GRAVEL ROAD, AT THE NORTHEAST END OF A CUT IN RL0965'GRAVEL ROAD, AT THE JUNCTION OF A DIM TRAIL SOUTH, 46 FEET RL0965'SOUTHEAST OF THE CENTER OF THE JUNCTION, 18 FEET WEST OF THE RL0965'CENTER LINE OF THE DIM ROAD SOUTH, 13 FEET SOUTHEAST OF A RL0965'TRIANGULAR BLAZED 6-INCH ASPEN TREE, 2 FEET SOUTHWEST OF A WHITE RL0965'WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE DIM ROAD SOUTH, RL0965'ABOUT LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE RL0965'POST PROJECTING 6 INCHES. RL0965 RL0965 STATION RECOVERY (2005) RL0965 RL0965'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0965'NAD 83(1986)- 46 16 22.7 (N) 089 29 48.7 (W) HANDHELD GPS RL0965' RL0965'MARK IS DAMAGED, PORTIONS OF CONCRETE POST TOP BROKEN OFF AT EAST SIDE RL0965'AND THE DISK IS SCARRED. THE GRAVEL ROAD SOUTH IS COUNTY ROAD 531, NO RL0965'LONGER A DIM ROAD. RL0965' RL0965'AT THE T JUNCTION OF COUNTY ROAD 531 (S) AND FR 6757 (E-W), AT THE TOP RL0965'EDGE OF CUT SLOPE FOR ROAD SOUTH, IN THE SW CORNER OF THE RL0965'INTERSECTION, 42 FT SSW OF THE JUNCTION, 40 FT SOUTH OF C/L OF E-W RD, RL0965'21 FT WEST OF C/L OF COUNTY ROAD 531 SOUTH, 12 FT EAST OF A TELEPHONE RL0965'JUNCTION POST MARKED 4 G 3, ABOUT LEVEL WITH THE JUNCTION AND RL0965'PROJECTING ABOUT 4 INCHES. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1181 *********************************************************************** RL1181 DESIGNATION - T 143 RL1181 PID - RL1181 RL1181 STATE/COUNTY- MI/GOGEBIC RL1181 USGS QUAD - GOGEBIC (1982) RL1181 RL1181 *CURRENT SURVEY CONTROL RL1181 ___________________________________________________________________ RL1181* NAD 83(1986)- 46 16 33. (N) 089 30 53. (W) SCALED RL1181* NAVD 88 - 510.128 (meters) 1673.64 (feet) ADJUSTED RL1181 ___________________________________________________________________ RL1181 GEOID HEIGHT- -30.97 (meters) GEOID03 RL1181 DYNAMIC HT - 510.139 (meters) 1673.68 (feet) COMP RL1181 MODELED GRAV- 980,618.3 (mgal) NAVD 88 RL1181 RL1181 VERT ORDER - SECOND CLASS 0 RL1181 RL1181.The horizontal coordinates were scaled from a topographic map and have RL1181.an estimated accuracy of +/- 6 seconds. RL1181 RL1181.The orthometric height was determined by differential leveling RL1181.and adjusted by the National Geodetic Survey in June 1991. RL1181 RL1181.The geoid height was determined by GEOID03. RL1181 RL1181.The dynamic height is computed by dividing the NAVD 88 RL1181.geopotential number by the normal gravity value computed on the RL1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1181.degrees latitude (g = 980.6199 gals.). RL1181 RL1181.The modeled gravity was interpolated from observed gravity values. RL1181 RL1181; North East Units Estimated Accuracy RL1181;SPC MI N - 168,960. 7,806,220. MT (+/- 180 meters Scaled) RL1181 RL1181 SUPERSEDED SURVEY CONTROL RL1181 RL1181 NGVD 29 (??/??/92) 510.144 (m) 1673.70 (f) ADJ UNCH 2 0 RL1181 RL1181.Superseded values are not recommended for survey control. RL1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1181.See file dsdata.txt to determine how the superseded data were derived. RL1181 RL1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS062277(NAD 83) RL1181_MARKER: DB = BENCH MARK DISK RL1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1181_STAMPING: T 143 1948 RL1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1181+STABILITY: SURFACE MOTION RL1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1181+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005 RL1181 RL1181 HISTORY - Date Condition Report By RL1181 HISTORY - 1948 MONUMENTED CGS RL1181 HISTORY - 20050414 GOOD GEOCAC RL1181 RL1181 STATION DESCRIPTION RL1181 RL1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1181'18.2 MI SE FROM MARENISCO. RL1181'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO RL1181'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT RL1181'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, THENCE ABOUT 4.85 RL1181'MILES SOUTH ALONG LANGFORD LAKE ROAD, THENCE ABOUT 0.2 MILE RL1181'EAST ALONG A GRAVEL ROAD, 29 FEET NORTH OF THE CENTER LINE OF RL1181'THE ROAD, 6 FEET NORTHWEST OF A TRIANGULAR BLAZED 6-INCH ASPEN RL1181'TREE, 4 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 6-INCH RL1181'ASPEN TREE, 34 FEET EAST OF A TRIANGULAR BLAZED 9-INCH ASPEN RL1181'TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET RL1181'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING RL1181'6 INCHES. RL1181 RL1181 STATION RECOVERY (2005) RL1181 RL1181'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1181'NAD 83(1986)- 46 16 33.0 (N) 089 30 54.1 (W) HANDHELD GPS RL1181' RL1181'MILEAGE FROM OLD US 2 ALONG LANGSFORD LAKE ROAD TO JUNCTION WITH RL1181'COUNTY ROAD WAS CLOCKED AT 4.7 MILES, THENCE LEFT 0.15 MILES TO MARK RL1181'ON THE LEFT. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1031 *********************************************************************** RL1031 DESIGNATION - U 120 RL1031 PID - RL1031 RL1031 STATE/COUNTY- MI/GOGEBIC RL1031 USGS QUAD - IMP LAKE (1982) RL1031 RL1031 *CURRENT SURVEY CONTROL RL1031 ___________________________________________________________________ RL1031* NAD 83(1986)- 46 08 23. (N) 089 00 01. (W) SCALED RL1031* NAVD 88 - 523.375 (meters) 1717.11 (feet) ADJUSTED RL1031 ___________________________________________________________________ RL1031 GEOID HEIGHT- -31.48 (meters) GEOID03 RL1031 DYNAMIC HT - 523.382 (meters) 1717.13 (feet) COMP RL1031 MODELED GRAV- 980,610.8 (mgal) NAVD 88 RL1031 RL1031 VERT ORDER - SECOND CLASS 0 RL1031 RL1031.The horizontal coordinates were scaled from a topographic map and have RL1031.an estimated accuracy of +/- 6 seconds. RL1031 RL1031.The orthometric height was determined by differential leveling RL1031.and adjusted by the National Geodetic Survey in June 1991. RL1031 RL1031.The geoid height was determined by GEOID03. RL1031 RL1031.The dynamic height is computed by dividing the NAVD 88 RL1031.geopotential number by the normal gravity value computed on the RL1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1031.degrees latitude (g = 980.6199 gals.). RL1031 RL1031.The modeled gravity was interpolated from observed gravity values. RL1031 RL1031; North East Units Estimated Accuracy RL1031;SPC MI N - 152,700. 7,845,470. MT (+/- 180 meters Scaled) RL1031 RL1031 SUPERSEDED SURVEY CONTROL RL1031 RL1031 NGVD 29 (??/??/92) 523.392 (m) 1717.16 (f) ADJ UNCH 2 0 RL1031 RL1031.Superseded values are not recommended for survey control. RL1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1031.See file dsdata.txt to determine how the superseded data were derived. RL1031 RL1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS455115(NAD 83) RL1031_MARKER: DB = BENCH MARK DISK RL1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1031_STAMPING: U 120 1948 RL1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1031+STABILITY: SURFACE MOTION RL1031 RL1031 HISTORY - Date Condition Report By RL1031 HISTORY - 1948 MONUMENTED CGS RL1031 HISTORY - 1978 MARK NOT FOUND USGS RL1031 HISTORY - 20050428 MARK NOT FOUND GEOCAC RL1031 RL1031 STATION DESCRIPTION RL1031 RL1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1031'14.9 MI SE FROM LAND O LAKES. RL1031'ABOUT 0.95 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1031'OF COUNTY HIGHWAY B AND THE STATE LINE AT LAND O LAKES, THENCE RL1031'ABOUT 5.8 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD LEADING RL1031'TO LAC VIEUX DESERT AND INDIAN VILLAGE, THENCE ABOUT 6.15 RL1031'MILES EAST ALONG A GRASS ROAD, THENCE ABOUT 2.0 MILES RL1031'SOUTH-SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 0.5 MILE NORTH OF RL1031'THE JUNCTION OF A ROAD EAST, ABOUT 1.0 MILE NORTH OF THE RL1031'JUNCTION OF AN EAST-WEST ROAD, NEAR THE BOTTOM OF GRADES, 26 RL1031'FEET WEST OF THE CENTER LINE OF THE ROAD, 46 FEET NORTH-NORTHWEST RL1031'OF THE WEST END OF A 16-INCH CORRUGATED PIPE CULVERT, 2 FEET RL1031'SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOO ABOVE THE ROAD AND RL1031'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. MARK MAY RL1031'BE REACHED FROM THE PHELPS STATE BANK BUILDING AT PHELPS BY RL1031'GOING ABOUT 2.65 MILES EAST ALONG STATE HIGHWAY 17 THENCE RL1031'ABOUT 5.3 MILES NORTH AND NORTHEAST ALONG A GRAVEL ROAD, THENCE RL1031'ABOUT 1.0 MILE NORTH-NORTHEAST ALONG A GRAVEL ROAD AND SITE OF RL1031'MARK. RL1031 RL1031 STATION RECOVERY (1978) RL1031 RL1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 RL1031'MARK NOT FOUND. RL1031 RL1031 STATION RECOVERY (2005) RL1031 RL1031'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1031'LOTS OF PUSHED UP EARTH AT THE SITE LOCATION FROM ROAD WORK. MARK RL1031'COULD BE BURIED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1182 *********************************************************************** RL1182 DESIGNATION - U 143 RL1182 PID - RL1182 RL1182 STATE/COUNTY- MI/GOGEBIC RL1182 USGS QUAD - GOGEBIC (1982) RL1182 RL1182 *CURRENT SURVEY CONTROL RL1182 ___________________________________________________________________ RL1182* NAD 83(1986)- 46 16 43. (N) 089 31 51. (W) SCALED RL1182* NAVD 88 - 508.450 (meters) 1668.14 (feet) ADJUSTED RL1182 ___________________________________________________________________ RL1182 GEOID HEIGHT- -30.96 (meters) GEOID03 RL1182 DYNAMIC HT - 508.461 (meters) 1668.18 (feet) COMP RL1182 MODELED GRAV- 980,618.4 (mgal) NAVD 88 RL1182 RL1182 VERT ORDER - SECOND CLASS 0 RL1182 RL1182.The horizontal coordinates were scaled from a topographic map and have RL1182.an estimated accuracy of +/- 6 seconds. RL1182 RL1182.The orthometric height was determined by differential leveling RL1182.and adjusted by the National Geodetic Survey in June 1991. RL1182 RL1182.The geoid height was determined by GEOID03. RL1182 RL1182.The dynamic height is computed by dividing the NAVD 88 RL1182.geopotential number by the normal gravity value computed on the RL1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1182.degrees latitude (g = 980.6199 gals.). RL1182 RL1182.The modeled gravity was interpolated from observed gravity values. RL1182 RL1182; North East Units Estimated Accuracy RL1182;SPC MI N - 169,300. 7,804,990. MT (+/- 180 meters Scaled) RL1182 RL1182 SUPERSEDED SURVEY CONTROL RL1182 RL1182 NGVD 29 (??/??/92) 508.465 (m) 1668.19 (f) ADJ UNCH 2 0 RL1182 RL1182.Superseded values are not recommended for survey control. RL1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1182.See file dsdata.txt to determine how the superseded data were derived. RL1182 RL1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS050281(NAD 83) RL1182_MARKER: DB = BENCH MARK DISK RL1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1182_STAMPING: U 143 1948 RL1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1182+STABILITY: SURFACE MOTION RL1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1182+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005 RL1182 RL1182 HISTORY - Date Condition Report By RL1182 HISTORY - 1948 MONUMENTED CGS RL1182 HISTORY - 20050414 GOOD GEOCAC RL1182 RL1182 STATION DESCRIPTION RL1182 RL1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1182'18.8 MI SE FROM MARENISCO. RL1182'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO RL1182'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT RL1182'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, THENCE ABOUT 4.85 RL1182'MILES SOUTH ALONG LANGFORD LAKE ROAD, THENCE ABOUT 0.8 MILE RL1182'WEST A LONG A GRAVEL ROAD, ON THE OUTSIDE OF ALONG CURVE WITH RL1182'TANGENTS NORTHWEST AND SOUTH, ABOUT 0.5 MILE NORTHWEST OF THE RL1182'18-FOOT WOODEN BRIDGE OVER TENDERFOOT CREEK, 30 FEET WEST OF RL1182'THE CENTER LINE OF THE ROAD, 4 FEET EAST OF THE FIRST ROW OF RL1182'PINES IN A PLANTED PATCH OF PINES, 2 FEET SOUTH OF A WHITE RL1182'WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP RL1182'OF A CONCRETE POST PROJECTING 6 INCHES. RL1182 RL1182 STATION RECOVERY (2005) RL1182 RL1182'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1182'NAD 83(1986)- 46 16 42.5 (N) 089 31 51.0 (W) HANDHELD GPS RL1182' RL1182'MILEAGE FROM OLD US 2 ALONG LANGSFORD LAKE ROAD TO JUNCTION WITH RL1182'COUNTY ROAD 527 WAS CLOCKED AT 4.7 MILES. THENCE RIGHT ABOUT O.8 MILE RL1182'TO MARK ON THE LEFT, ON THE INSIDE OF A LONG CURVE, NOT THE OUTSIDE. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1012 *********************************************************************** RL1012 DESIGNATION - V 119 RL1012 PID - RL1012 RL1012 STATE/COUNTY- MI/GOGEBIC RL1012 USGS QUAD - LAND O' LAKES (1982) RL1012 RL1012 *CURRENT SURVEY CONTROL RL1012 ___________________________________________________________________ RL1012* NAD 83(1986)- 46 10 16. (N) 089 10 42. (W) SCALED RL1012* NAVD 88 - 523.614 (meters) 1717.89 (feet) ADJUSTED RL1012 ___________________________________________________________________ RL1012 GEOID HEIGHT- -31.35 (meters) GEOID03 RL1012 DYNAMIC HT - 523.614 (meters) 1717.89 (feet) COMP RL1012 MODELED GRAV- 980,597.6 (mgal) NAVD 88 RL1012 RL1012 VERT ORDER - SECOND CLASS 0 RL1012 RL1012.The horizontal coordinates were scaled from a topographic map and have RL1012.an estimated accuracy of +/- 6 seconds. RL1012 RL1012.The orthometric height was determined by differential leveling RL1012.and adjusted by the National Geodetic Survey in June 1991. RL1012 RL1012.The geoid height was determined by GEOID03. RL1012 RL1012.The dynamic height is computed by dividing the NAVD 88 RL1012.geopotential number by the normal gravity value computed on the RL1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1012.degrees latitude (g = 980.6199 gals.). RL1012 RL1012.The modeled gravity was interpolated from observed gravity values. RL1012 RL1012; North East Units Estimated Accuracy RL1012;SPC MI N - 156,550. 7,831,820. MT (+/- 180 meters Scaled) RL1012 RL1012 SUPERSEDED SURVEY CONTROL RL1012 RL1012 NGVD 29 (??/??/92) 523.632 (m) 1717.95 (f) ADJ UNCH 2 0 RL1012 RL1012.Superseded values are not recommended for survey control. RL1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1012.See file dsdata.txt to determine how the superseded data were derived. RL1012 RL1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS318153(NAD 83) RL1012_MARKER: DB = BENCH MARK DISK RL1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1012_STAMPING: V 119 1948 RL1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1012+STABILITY: SURFACE MOTION RL1012 RL1012 HISTORY - Date Condition Report By RL1012 HISTORY - 1948 MONUMENTED CGS RL1012 HISTORY - 20050425 POOR GEOCAC RL1012 RL1012 STATION DESCRIPTION RL1012 RL1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1012'1.8 MI NE FROM LAND O LAKES. RL1012'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1012'OF COUNTY HIGHWAY B AND THE STATE LINE AT LAND O LAKES, RL1012'WISCONSIN, THENCE ABOUT 0.9 MILE EAST ALONG A GRAVEL ROAD LEADING RL1012'TO LAC VIEUX DESERT, AT THE CROSSING OF A POWER TRANSMISSION RL1012'LINE, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT RL1012'EAST OF BEING IN LINE WITH THE ROW OF POWER POLES, 3.5 FEET RL1012'NORTH-NORTHEAST OF A FOREST SERVICE LOCATION POSTER, 6 FEET RL1012'SOUTH-SOUTHWEST OF A WOODEN POST MARKED P-13-6 - 9-39 5, 2 FEET RL1012'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD RL1012'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. RL1012 RL1012 STATION RECOVERY (2005) RL1012 RL1012'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1012'NAD 83(1986)- 46 10 15.7 (N) 089 10 42.3 (W) HANDHELD GPS RL1012' RL1012'PORTION OF TOP OF POST IS BROKEN AWAY FROM VEHICLES DRIVING OVER IT. RL1012'POST APPEARS OTHERWISE IN GOOD CONDITION. RL1012' RL1012'LOCATED ALONG A BLACKTOP TOP INDIAN VILLAGE ROAD, ABOUT 0.5 MILES WEST RL1012'OF THE CROSSROAD, OLD MILITARY ROAD. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL0435 *********************************************************************** RL0435 DESIGNATION - V 120 RL0435 PID - RL0435 RL0435 STATE/COUNTY- MI/GOGEBIC RL0435 USGS QUAD - GOLDEN LAKE (1981) RL0435 RL0435 *CURRENT SURVEY CONTROL RL0435 ___________________________________________________________________ RL0435* NAD 83(1986)- 46 07 34. (N) 088 59 49. (W) SCALED RL0435* NAVD 88 - 536.634 (meters) 1760.61 (feet) ADJUSTED RL0435 ___________________________________________________________________ RL0435 GEOID HEIGHT- -31.50 (meters) GEOID03 RL0435 DYNAMIC HT - 536.638 (meters) 1760.62 (feet) COMP RL0435 MODELED GRAV- 980,606.0 (mgal) NAVD 88 RL0435 RL0435 VERT ORDER - SECOND CLASS 0 RL0435 RL0435.The horizontal coordinates were scaled from a topographic map and have RL0435.an estimated accuracy of +/- 6 seconds. RL0435 RL0435.The orthometric height was determined by differential leveling RL0435.and adjusted by the National Geodetic Survey in June 1991. RL0435 RL0435.The geoid height was determined by GEOID03. RL0435 RL0435.The dynamic height is computed by dividing the NAVD 88 RL0435.geopotential number by the normal gravity value computed on the RL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL0435.degrees latitude (g = 980.6199 gals.). RL0435 RL0435.The modeled gravity was interpolated from observed gravity values. RL0435 RL0435; North East Units Estimated Accuracy RL0435;SPC MI N - 151,190. 7,845,690. MT (+/- 180 meters Scaled) RL0435 RL0435 SUPERSEDED SURVEY CONTROL RL0435 RL0435 NGVD 29 (??/??/92) 536.648 (m) 1760.65 (f) ADJ UNCH 2 0 RL0435 RL0435.Superseded values are not recommended for survey control. RL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL0435.See file dsdata.txt to determine how the superseded data were derived. RL0435 RL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS457099(NAD 83) RL0435_MARKER: DB = BENCH MARK DISK RL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL0435_STAMPING: V 120 1948 RL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL0435+STABILITY: SURFACE MOTION RL0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL0435+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005 RL0435 RL0435 HISTORY - Date Condition Report By RL0435 HISTORY - 1948 MONUMENTED CGS RL0435 HISTORY - 20050428 GOOD GEOCAC RL0435 RL0435 STATION DESCRIPTION RL0435 RL0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL0435'8 MI NE FROM PHELPS. RL0435'2.65 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS STATE RL0435'BANK BUILDING AT PHELPS, THENCE ABOUT 5.3 MILES NORTH AND RL0435'NORTHEAST ALONG A GRAVEL ROAD, AT THE Y JUNCTION OF A GRAVEL RL0435'ROAD NORTH TO U.S. HIGHWAY 2, ABOUT 0.25 MILE SOUTHWEST RL0435'OF THE IRON-GOGEBIC COUNTY LINE, 38 FEET SOUTHEAST OF THE CENTER RL0435'LINE OF THE MAIN ROAD, 26 FEET EAST OF THE PROLONGED CENTER LINE RL0435'OF THE ROAD NORTH, 9 FEET NORTHEAST OF THE CENTER LINE OF A RL0435'TRAIL SOUTHEAST, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS RL0435'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE RL0435'POST PROJECTING 5 INCHES. RL0435 RL0435 STATION RECOVERY (2005) RL0435 RL0435'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL0435'NAD 83(1986)- 46 07 34.3 (N) 088 59 49.5 (W) HANDHELD GPS RL0435' RL0435'AT THE JUNCTION OF FOREST ROAD 3910 (E-W) AND FOREST ROAD 3920 (N). 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1183 *********************************************************************** RL1183 DESIGNATION - V 143 RL1183 PID - RL1183 RL1183 STATE/COUNTY- MI/GOGEBIC RL1183 USGS QUAD - GOGEBIC (1982) RL1183 RL1183 *CURRENT SURVEY CONTROL RL1183 ___________________________________________________________________ RL1183* NAD 83(1986)- 46 17 13. (N) 089 32 42. (W) SCALED RL1183* NAVD 88 - 511.309 (meters) 1677.52 (feet) ADJUSTED RL1183 ___________________________________________________________________ RL1183 GEOID HEIGHT- -30.96 (meters) GEOID03 RL1183 DYNAMIC HT - 511.320 (meters) 1677.56 (feet) COMP RL1183 MODELED GRAV- 980,619.3 (mgal) NAVD 88 RL1183 RL1183 VERT ORDER - SECOND CLASS 0 RL1183 RL1183.The horizontal coordinates were scaled from a topographic map and have RL1183.an estimated accuracy of +/- 6 seconds. RL1183 RL1183.The orthometric height was determined by differential leveling RL1183.and adjusted by the National Geodetic Survey in June 1991. RL1183 RL1183.The geoid height was determined by GEOID03. RL1183 RL1183.The dynamic height is computed by dividing the NAVD 88 RL1183.geopotential number by the normal gravity value computed on the RL1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1183.degrees latitude (g = 980.6199 gals.). RL1183 RL1183.The modeled gravity was interpolated from observed gravity values. RL1183 RL1183; North East Units Estimated Accuracy RL1183;SPC MI N - 170,270. 7,803,930. MT (+/- 180 meters Scaled) RL1183 RL1183 SUPERSEDED SURVEY CONTROL RL1183 RL1183 NGVD 29 (??/??/92) 511.323 (m) 1677.57 (f) ADJ UNCH 2 0 RL1183 RL1183.Superseded values are not recommended for survey control. RL1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1183.See file dsdata.txt to determine how the superseded data were derived. RL1183 RL1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS039290(NAD 83) RL1183_MARKER: DB = BENCH MARK DISK RL1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1183_STAMPING: V 143 1948 RL1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1183+STABILITY: SURFACE MOTION RL1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1183+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005 RL1183 RL1183 HISTORY - Date Condition Report By RL1183 HISTORY - 1948 MONUMENTED CGS RL1183 HISTORY - 20050419 GOOD GEOCAC RL1183 RL1183 STATION DESCRIPTION RL1183 RL1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1183'20 MI SE FROM MARENISCO. RL1183'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO RL1183'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT RL1183'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, THENCE ABOUT 4.85 RL1183'MILES SOUTH ALONG LANGFORD LAKE ROAD, THENCE ABOUT 1.8 MILES RL1183'WEST AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT 1.5 MILES NORTHWEST RL1183'OF THE BRIDGE OVER TENDERFOOT CREEK, ABOUT 75 YARDS SOUTHEAST RL1183'OF THE TOP OF A GRADE, ABOUT 60 FEET NORTHWEST OF THE SOUTHEAST RL1183'END OF A SMALL CUT, 29 FEET NORTHEAST OF THE CENTER LINE OF THE RL1183'ROAD, 26 FEET SOUTHEAST OF A TRIANGULAR BLAZED 10-INCH TWIN RL1183'ASPEN TREE, 14 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED RL1183'7-INCH ASPEN TREE, 14 FEET SOUTH OF A 5-INCH SHORT LEAF PINE RL1183'TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 5 FEET RL1183'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING RL1183'8 INCHES. RL1183 RL1183 STATION RECOVERY (2005) RL1183 RL1183'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1183'NAD 83(1986)- 46 17 13.0 (N) 089 32 42.5 (W) HANDHELD GPS RL1183' RL1183'WATERSMEET, FOLLOW US 2 12.8 MILES WEST BY NORTHWEST, THENCE 2.1 MILES RL1183'NORTHWEST (LEFT) ALONG OLD US 2, THENCE 4.75 MILES WEST (LEFT) AND RL1183'SOUTH ALONG LANGFORD LAKE ROAD, THENCE 1.8 MILES WEST (RIGHT) AND RL1183'NORTHWEST ALONG A GRAVEL COUNTY ROAD 527 TO THE MARK OF THE RIGHT. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1070 *********************************************************************** RL1070 DESIGNATION - W 120 RL1070 PID - RL1070 RL1070 STATE/COUNTY- MI/GOGEBIC RL1070 USGS QUAD - IMP LAKE (1982) RL1070 RL1070 *CURRENT SURVEY CONTROL RL1070 ___________________________________________________________________ RL1070* NAD 83(1986)- 46 07 33. (N) 089 00 13. (W) SCALED RL1070* NAVD 88 - 534.450 (meters) 1753.44 (feet) ADJUSTED RL1070 ___________________________________________________________________ RL1070 GEOID HEIGHT- -31.49 (meters) GEOID03 RL1070 DYNAMIC HT - 534.454 (meters) 1753.45 (feet) COMP RL1070 MODELED GRAV- 980,605.3 (mgal) NAVD 88 RL1070 RL1070 VERT ORDER - SECOND CLASS 0 RL1070 RL1070.The horizontal coordinates were scaled from a topographic map and have RL1070.an estimated accuracy of +/- 6 seconds. RL1070 RL1070.The orthometric height was determined by differential leveling RL1070.and adjusted by the National Geodetic Survey in June 1991. RL1070 RL1070.The geoid height was determined by GEOID03. RL1070 RL1070.The dynamic height is computed by dividing the NAVD 88 RL1070.geopotential number by the normal gravity value computed on the RL1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1070.degrees latitude (g = 980.6199 gals.). RL1070 RL1070.The modeled gravity was interpolated from observed gravity values. RL1070 RL1070; North East Units Estimated Accuracy RL1070;SPC MI N - 151,170. 7,845,180. MT (+/- 180 meters Scaled) RL1070 RL1070 SUPERSEDED SURVEY CONTROL RL1070 RL1070 NGVD 29 (??/??/92) 534.464 (m) 1753.49 (f) ADJ UNCH 2 0 RL1070 RL1070.Superseded values are not recommended for survey control. RL1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1070.See file dsdata.txt to determine how the superseded data were derived. RL1070 RL1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS452099(NAD 83) RL1070_MARKER: DB = BENCH MARK DISK RL1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1070_STAMPING: W 120 1948 RL1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1070+STABILITY: SURFACE MOTION RL1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1070+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005 RL1070 RL1070 HISTORY - Date Condition Report By RL1070 HISTORY - 1948 MONUMENTED CGS RL1070 HISTORY - 20050428 GOOD GEOCAC RL1070 RL1070 STATION DESCRIPTION RL1070 RL1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1070'7.6 MI NE FROM PHELPS. RL1070'ABOUT 2.65 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS RL1070'STATE BANK BUILDING AT PHELPS, THENCE ABOUT 4.95 MILES NORTH RL1070'AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.35 MILE SOUTHWEST RL1070'OF THE JUNCTION OF A ROAD NORTH TO U.S. HIGHWAY 2, AT THE RL1070'SOUTHWEST END OF A CURVE WITH TANGENTS EAST AND SOUTHWEST, AT RL1070'THE NORTHEAST AND OF A NORTHEAST-SOUTHWEST TANGENT IN ROAD, RL1070'25 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SET AMONG RL1070'A BUNCH OF BOULDERS, 31 FEET EAST OF THE EAST END OF A 5 BY 5 RL1070'BY 3-FOOT SURFACE BOULDER, 2 FEET WEST OF A WHITE WOODEN WITNESS RL1070'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE RL1070'POST PROJECTING 6 INCHES. RL1070 RL1070 STATION RECOVERY (2005) RL1070 RL1070'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1070'NAD 83(1986)- 46 07 32.5 (N) 089 00 14.8 (W) HANDHELD GPS 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1014 *********************************************************************** RL1014 DESIGNATION - X 119 RL1014 PID - RL1014 RL1014 STATE/COUNTY- MI/GOGEBIC RL1014 USGS QUAD - LAND O' LAKES (1982) RL1014 RL1014 *CURRENT SURVEY CONTROL RL1014 ___________________________________________________________________ RL1014* NAD 83(1986)- 46 10 26. (N) 089 08 22. (W) SCALED RL1014* NAVD 88 - 521.774 (meters) 1711.85 (feet) ADJUSTED RL1014 ___________________________________________________________________ RL1014 GEOID HEIGHT- -31.37 (meters) GEOID03 RL1014 DYNAMIC HT - 521.776 (meters) 1711.86 (feet) COMP RL1014 MODELED GRAV- 980,602.0 (mgal) NAVD 88 RL1014 RL1014 VERT ORDER - SECOND CLASS 0 RL1014 RL1014.The horizontal coordinates were scaled from a topographic map and have RL1014.an estimated accuracy of +/- 6 seconds. RL1014 RL1014.The orthometric height was determined by differential leveling RL1014.and adjusted by the National Geodetic Survey in June 1991. RL1014 RL1014.The geoid height was determined by GEOID03. RL1014 RL1014.The dynamic height is computed by dividing the NAVD 88 RL1014.geopotential number by the normal gravity value computed on the RL1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1014.degrees latitude (g = 980.6199 gals.). RL1014 RL1014.The modeled gravity was interpolated from observed gravity values. RL1014 RL1014; North East Units Estimated Accuracy RL1014;SPC MI N - 156,780. 7,834,830. MT (+/- 180 meters Scaled) RL1014 RL1014 SUPERSEDED SURVEY CONTROL RL1014 RL1014 NGVD 29 (??/??/92) 521.793 (m) 1711.92 (f) ADJ UNCH 2 0 RL1014 RL1014.Superseded values are not recommended for survey control. RL1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1014.See file dsdata.txt to determine how the superseded data were derived. RL1014 RL1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS348155(NAD 83) RL1014_MARKER: DB = BENCH MARK DISK RL1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1014_STAMPING: X 119 1948 RL1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1014+STABILITY: SURFACE MOTION RL1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1014+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 RL1014 RL1014 HISTORY - Date Condition Report By RL1014 HISTORY - 1948 MONUMENTED CGS RL1014 HISTORY - 20050425 GOOD GEOCAC RL1014 RL1014 STATION DESCRIPTION RL1014 RL1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1014'3.9 MI NE FROM LAND O LAKES. RL1014'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION RL1014'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN, RL1014'THENCE ABOUT 2.95 MILES EAST ALONG A GRAVEL ROAD LEADING TO RL1014'LAC VIEUX DESERT, ABOUT 0.7 MILE EAST OF A ROAD NORTH TO A RL1014'PUBLIC FISHING GROUND, 37 YARDS WEST OF THE TOP OF A SMALL RL1014'KNOLL IN ROAD, 125 YARDS WEST OF THE BOTTOM OF A DIP IN ROAD, 58 RL1014'FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET NORTHEAST RL1014'OF THE CENTER LINE OF A TRAIL NORTHWEST, 21 FEET SOUTH-SOUTHEAST RL1014'OF A TALL LONE 20-INCH PINE TREE, 2 FEET EAST OF A WHITE WOODEN RL1014'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A RL1014'CONCRETE POST PROJECTING 4 INCHES. RL1014 RL1014 STATION RECOVERY (2005) RL1014 RL1014'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1014'NAD 83(1986)- 46 10 25.7 (N) 089 08 22.9 (W) HANDHELD GPS RL1014' RL1014'ALONG OLD INDIAN VILLAGE ROAD (BLACKTOP), 1.3 MILES EAST OF THE RL1014'JUNCTION OF OLD MILITARY RD, 0.6 MILES EAST OF DINNERLAKE RD AND 0.5 RL1014'MILES WEST OF GRASS LAKE PUBLIC ACCESS SITE. IT IS 54.5 FT NORTH OF RL1014'THE C/L OF THE ROAD, 15 FT NE OF THE C/L OF A WOODS ROAD NW AND 2 FT RL1014'EAST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1069 *********************************************************************** RL1069 DESIGNATION - X 120 RL1069 PID - RL1069 RL1069 STATE/COUNTY- MI/GOGEBIC RL1069 USGS QUAD - PHELPS (1981) RL1069 RL1069 *CURRENT SURVEY CONTROL RL1069 ___________________________________________________________________ RL1069* NAD 83(1986)- 46 07 00. (N) 089 01 07. (W) SCALED RL1069* NAVD 88 - 551.231 (meters) 1808.50 (feet) ADJUSTED RL1069 ___________________________________________________________________ RL1069 GEOID HEIGHT- -31.49 (meters) GEOID03 RL1069 DYNAMIC HT - 551.232 (meters) 1808.50 (feet) COMP RL1069 MODELED GRAV- 980,599.8 (mgal) NAVD 88 RL1069 RL1069 VERT ORDER - SECOND CLASS 0 RL1069 RL1069.The horizontal coordinates were scaled from a topographic map and have RL1069.an estimated accuracy of +/- 6 seconds. RL1069 RL1069.The orthometric height was determined by differential leveling RL1069.and adjusted by the National Geodetic Survey in June 1991. RL1069 RL1069.The geoid height was determined by GEOID03. RL1069 RL1069.The dynamic height is computed by dividing the NAVD 88 RL1069.geopotential number by the normal gravity value computed on the RL1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1069.degrees latitude (g = 980.6199 gals.). RL1069 RL1069.The modeled gravity was interpolated from observed gravity values. RL1069 RL1069; North East Units Estimated Accuracy RL1069;SPC MI N - 150,180. 7,843,990. MT (+/- 180 meters Scaled) RL1069 RL1069 SUPERSEDED SURVEY CONTROL RL1069 RL1069 NGVD 29 (??/??/92) 551.242 (m) 1808.53 (f) ADJ UNCH 2 0 RL1069 RL1069.Superseded values are not recommended for survey control. RL1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1069.See file dsdata.txt to determine how the superseded data were derived. RL1069 RL1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS440089(NAD 83) RL1069_MARKER: DB = BENCH MARK DISK RL1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1069_STAMPING: X 120 1948 RL1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1069+STABILITY: SURFACE MOTION RL1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RL1069+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005 RL1069 RL1069 HISTORY - Date Condition Report By RL1069 HISTORY - 1948 MONUMENTED CGS RL1069 HISTORY - 20050428 GOOD GEOCAC RL1069 RL1069 STATION DESCRIPTION RL1069 RL1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1069'6.6 MI NE FROM PHELPS. RL1069'ABOUT 2.65 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS RL1069'STATE BANK BUILDING AT PHELPS, THENCE ABOUT 3.95 MILES NORTH RL1069'AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT 1.35 MILES SOUTHWEST RL1069'OF THE Y JUNCTION OF A ROAD NORTH TO U.S. HIGHWAY 2, 75 YARDS RL1069'WEST-SOUTHWEST OF A BREAK IN THE GRADE DECENDING NORTHEAST, RL1069'213.4 FEET WEST-SOUTHWEST AND ACROSS THE ROAD FROM A FOREST RL1069'SERVICE LOCATION POST, 24 FEET NORTH-NORTHWEST OF THE CENTERLINE RL1069'OF THE ROAD, 10.5 FEET SOUTH OF A 4 BY 1 1/2 BY 2 1/2 FOOT RL1069'SURFACE BOULDER, 6 FEET WEST OF A FOOT TRAIL NORTH, 3 FEET RL1069'WEST OF A WHITE WOODEN WITNESS POST ABOUT LEVEL WITH THE ROAD RL1069'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. RL1069 RL1069 STATION RECOVERY (2005) RL1069 RL1069'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1069'NAD 83(1986)- 46 06 59.1 (N) 089 01 07.7 (W) HANDHELD GPS 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 RL1016 *********************************************************************** RL1016 DESIGNATION - Z 119 RL1016 PID - RL1016 RL1016 STATE/COUNTY- MI/GOGEBIC RL1016 USGS QUAD - IMP LAKE (1982) RL1016 RL1016 *CURRENT SURVEY CONTROL RL1016 ___________________________________________________________________ RL1016* NAD 83(1986)- 46 10 30. (N) 089 05 54. (W) SCALED RL1016* NAVD 88 - 516.642 (meters) 1695.02 (feet) ADJUSTED RL1016 ___________________________________________________________________ RL1016 GEOID HEIGHT- -31.39 (meters) GEOID03 RL1016 DYNAMIC HT - 516.646 (meters) 1695.03 (feet) COMP RL1016 MODELED GRAV- 980,605.7 (mgal) NAVD 88 RL1016 RL1016 VERT ORDER - SECOND CLASS 0 RL1016 RL1016.The horizontal coordinates were scaled from a topographic map and have RL1016.an estimated accuracy of +/- 6 seconds. RL1016 RL1016.The orthometric height was determined by differential leveling RL1016.and adjusted by the National Geodetic Survey in June 1991. RL1016 RL1016.The geoid height was determined by GEOID03. RL1016 RL1016.The dynamic height is computed by dividing the NAVD 88 RL1016.geopotential number by the normal gravity value computed on the RL1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RL1016.degrees latitude (g = 980.6199 gals.). RL1016 RL1016.The modeled gravity was interpolated from observed gravity values. RL1016 RL1016; North East Units Estimated Accuracy RL1016;SPC MI N - 156,820. 7,838,000. MT (+/- 180 meters Scaled) RL1016 RL1016 SUPERSEDED SURVEY CONTROL RL1016 RL1016 NGVD 29 (??/??/92) 516.660 (m) 1695.08 (f) ADJ UNCH 2 0 RL1016 RL1016.Superseded values are not recommended for survey control. RL1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RL1016.See file dsdata.txt to determine how the superseded data were derived. RL1016 RL1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS380156(NAD 83) RL1016_MARKER: DB = BENCH MARK DISK RL1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RL1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT RL1016_STAMPING: Z 119 1948 RL1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RL1016+STABILITY: SURFACE MOTION RL1016 RL1016 HISTORY - Date Condition Report By RL1016 HISTORY - 1948 MONUMENTED CGS RL1016 HISTORY - 20050425 MARK NOT FOUND GEOCAC RL1016 RL1016 STATION DESCRIPTION RL1016 RL1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 RL1016'6 MI NE FROM LAND O LAKES. RL1016'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF RL1016'COUNTY HIGHWAY B AND THE STATE LINE AT LAND O LAKES, WISCONSIN, RL1016'THENCE ABOUT 5.1 MILES EAST ALONG A ROAD LEADING TO LAC VIEUX RL1016'DESERT, ABOUT 55 YARDS WEST OF THE CENTER OF A CURVE WITH RL1016'TANGENTS WEST AND NORTHEAST, ABOUT 0.15 MILE SOUTHWEST OF THE RL1016'JUNCTION OF A ROAD NORTH, 26 FEET SOUTH OF THE CENTER LINE OF THE RL1016'ROAD, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT RL1016'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST RL1016'PROJECTING 6 INCHES. RL1016 RL1016 STATION RECOVERY (2005) RL1016 RL1016'RECOVERY NOTE BY GEOCACHING 2005 (MPR) RL1016'THERE HAS BEEN ROAD CONSTRUCTION ALONG THIS ROUTE KNOW AS INDIAN RL1016'VILLAGE ROAD. LARGE ROAD FILL (6 FT) AT THE LOCATION.