1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0679 *********************************************************************** NH0679 DESIGNATION - 27 WA USGS NH0679 PID - NH0679 NH0679 STATE/COUNTY- IL/CARROLL NH0679 USGS QUAD - LANARK (1985) NH0679 NH0679 *CURRENT SURVEY CONTROL NH0679 ___________________________________________________________________ NH0679* NAD 83(1986)- 42 06 53. (N) 089 48 11. (W) SCALED NH0679* NAVD 88 - 254.199 (meters) 833.98 (feet) ADJUSTED NH0679 ___________________________________________________________________ NH0679 GEOID HEIGHT- -32.96 (meters) GEOID99 NH0679 DYNAMIC HT - 254.112 (meters) 833.70 (feet) COMP NH0679 MODELED GRAV- 980,272.9 (mgal) NAVD 88 NH0679 NH0679 VERT ORDER - SECOND CLASS 0 NH0679 NH0679.The horizontal coordinates were scaled from a topographic map and have NH0679.an estimated accuracy of +/- 6 seconds. NH0679 NH0679.The orthometric height was determined by differential leveling NH0679.and adjusted by the National Geodetic Survey in June 1991. NH0679 NH0679.The geoid height was determined by GEOID99. NH0679 NH0679.The dynamic height is computed by dividing the NAVD 88 NH0679.geopotential number by the normal gravity value computed on the NH0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0679.degrees latitude (g = 980.6199 gals.). NH0679 NH0679.The modeled gravity was interpolated from observed gravity values. NH0679 NH0679; North East Units Estimated Accuracy NH0679;SPC IL W - 604,890. 730,070. MT (+/- 180 meters Scaled) NH0679 NH0679 SUPERSEDED SURVEY CONTROL NH0679 NH0679 NGVD 29 (??/??/92) 254.255 (m) 834.17 (f) ADJ UNCH 2 0 NH0679 NH0679.Superseded values are not recommended for survey control. NH0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0679.See file dsdata.txt to determine how the superseded data were derived. NH0679 NH0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM682663(NAD 83) NH0679_MARKER: DD = SURVEY DISK NH0679_SETTING: 0 = UNSPECIFIED SETTING NH0679_STAMPING: 27 WA 1934 NH0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0679 NH0679 HISTORY - Date Condition Report By NH0679 HISTORY - 1934 MONUMENTED USGS NH0679 HISTORY - 19950515 MARK NOT FOUND USPSQD NH0679 HISTORY - 20011203 MARK NOT FOUND NGS NH0679 HISTORY - 20031004 MARK NOT FOUND USPSQD NH0679 NH0679 STATION DESCRIPTION NH0679 NH0679'DESCRIBED BY US GEOLOGICAL SURVEY 1934 NH0679'2 MI E FROM LANARK. NH0679'2.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND NH0679'PACIFIC RAILROAD FROM THE EXCHANGE STATE BANK AT LANARK, CARROLL NH0679'COUNTY, AT A ROAD CROSSING, 36 FEET SOUTH OF THE CENTERLINE OF NH0679'THE SOUTH TRACK, AND 25 FEET WEST OF THE CENTERLINE OF THE NH0679'ROAD. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED NH0679'27 WA 1934. NOTE-- A NEW POWER POLE HAS BEEN CONSTRUCTED NH0679'IN THE IMMEDIATE VICINITY OF THE MARK. ANOTHER USGS SURVEY NH0679'MARK STAMPED 27 WA 1927 ILL 834 WAS FOUND IN THE IMMEDIATE NH0679'VICINITY. THE DIFFERENCE IN ELEVATION INDICATES THIS WAS NH0679'NOT THE OLD MARK. NH0679 NH0679 STATION RECOVERY (1995) NH0679 NH0679'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0679'MARK NOT FOUND. NH0679 NH0679 STATION RECOVERY (2001) NH0679 NH0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0679'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0679 NH0679 STATION RECOVERY (2003) NH0679 NH0679'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0679'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0923 *********************************************************************** NH0923 DESIGNATION - 31 MDD NH0923 PID - NH0923 NH0923 STATE/COUNTY- IL/CARROLL NH0923 USGS QUAD - LORAN (1985) NH0923 NH0923 *CURRENT SURVEY CONTROL NH0923 ___________________________________________________________________ NH0923* NAD 83(1986)- 42 11 32. (N) 089 59 49. (W) SCALED NH0923* NAVD 88 - 262.445 (meters) 861.04 (feet) ADJUSTED NH0923 ___________________________________________________________________ NH0923 GEOID HEIGHT- -33.09 (meters) GEOID99 NH0923 DYNAMIC HT - 262.357 (meters) 860.75 (feet) COMP NH0923 MODELED GRAV- 980,278.6 (mgal) NAVD 88 NH0923 NH0923 VERT ORDER - THIRD NH0923 NH0923.The horizontal coordinates were scaled from a topographic map and have NH0923.an estimated accuracy of +/- 6 seconds. NH0923 NH0923.The orthometric height was determined by differential leveling NH0923.and adjusted by the National Geodetic Survey in June 1991. NH0923 NH0923.The geoid height was determined by GEOID99. NH0923 NH0923.The dynamic height is computed by dividing the NAVD 88 NH0923.geopotential number by the normal gravity value computed on the NH0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0923.degrees latitude (g = 980.6199 gals.). NH0923 NH0923.The modeled gravity was interpolated from observed gravity values. NH0923 NH0923; North East Units Estimated Accuracy NH0923;SPC IL W - 613,450. 714,020. MT (+/- 180 meters Scaled) NH0923 NH0923 SUPERSEDED SURVEY CONTROL NH0923 NH0923.No superseded survey control is available for this station. NH0923 NH0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM525754(NAD 83) NH0923_MARKER: DB = BENCH MARK DISK NH0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0923_STAMPING: 31 MDD 1967 NH0923_MARK LOGO: USGS NH0923_PROJECTION: FLUSH NH0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0923+STABILITY: SURFACE MOTION NH0923 NH0923 HISTORY - Date Condition Report By NH0923 HISTORY - 1967 MONUMENTED USGS NH0923 HISTORY - 19950624 GOOD USPSQD NH0923 HISTORY - 20011203 GOOD NGS NH0923 HISTORY - 20031002 GOOD USPSQD NH0923 NH0923 STATION DESCRIPTION NH0923 NH0923'DESCRIBED BY US GEOLOGICAL SURVEY 1967 NH0923'10.1 KM (6.30 MI) NNW FROM MT CARROLL. NH0923'MT. CARROLL, 6.2 MI NORTH AND 1.0 MI WEST OF, NEAR THE NORTH NH0923'SIXTEENTHCORNER BETWEEN SECS. 1 AND 2, T. 25 N., R. 4 E.,207 FT NORTH NH0923'AND 31 FT WEST OF HWY. 78 AT FIELD RD. WEST, 4.O FT SOUTH OF A NH0923'RIGHT-OF-WAY MARKER, 2.5 FT EAST OF A FENCE AND 1.O FT EAST OF A NH0923'WITNESS SIGN ON A STEEL POST, IN TOP OF CONCRETE POST, A STANDARD NH0923'TABLET STAMPED 31 MDD 1967 NH0923 NH0923 STATION RECOVERY (1995) NH0923 NH0923'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0923'RECOVERED IN GOOD CONDITION. NH0923 NH0923 STATION RECOVERY (2001) NH0923 NH0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0923'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0923 NH0923 STATION RECOVERY (2003) NH0923 NH0923'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0923'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0926 *********************************************************************** NH0926 DESIGNATION - 32 MDD NH0926 PID - NH0926 NH0926 STATE/COUNTY- IL/CARROLL NH0926 USGS QUAD - LORAN (1985) NH0926 NH0926 *CURRENT SURVEY CONTROL NH0926 ___________________________________________________________________ NH0926* NAD 83(1986)- 42 09 33. (N) 089 59 17. (W) SCALED NH0926* NAVD 88 - 197.506 (meters) 647.98 (feet) ADJUSTED NH0926 ___________________________________________________________________ NH0926 GEOID HEIGHT- -33.07 (meters) GEOID99 NH0926 DYNAMIC HT - 197.439 (meters) 647.76 (feet) COMP NH0926 MODELED GRAV- 980,279.2 (mgal) NAVD 88 NH0926 NH0926 VERT ORDER - THIRD NH0926 NH0926.The horizontal coordinates were scaled from a topographic map and have NH0926.an estimated accuracy of +/- 6 seconds. NH0926 NH0926.The orthometric height was determined by differential leveling NH0926.and adjusted by the National Geodetic Survey in June 1991. NH0926 NH0926.The geoid height was determined by GEOID99. NH0926 NH0926.The dynamic height is computed by dividing the NAVD 88 NH0926.geopotential number by the normal gravity value computed on the NH0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0926.degrees latitude (g = 980.6199 gals.). NH0926 NH0926.The modeled gravity was interpolated from observed gravity values. NH0926 NH0926; North East Units Estimated Accuracy NH0926;SPC IL W - 609,780. 714,760. MT (+/- 180 meters Scaled) NH0926 NH0926 SUPERSEDED SURVEY CONTROL NH0926 NH0926.No superseded survey control is available for this station. NH0926 NH0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM531717(NAD 83) NH0926_MARKER: DB = BENCH MARK DISK NH0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0926_STAMPING: 32 MDD 1967 NH0926_MARK LOGO: USGS NH0926_PROJECTION: FLUSH NH0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0926+STABILITY: SURFACE MOTION NH0926 NH0926 HISTORY - Date Condition Report By NH0926 HISTORY - 1967 MONUMENTED USGS NH0926 HISTORY - 19950624 MARK NOT FOUND USPSQD NH0926 HISTORY - 20011203 MARK NOT FOUND NGS NH0926 HISTORY - 20031002 MARK NOT FOUND USPSQD NH0926 NH0926 STATION DESCRIPTION NH0926 NH0926'DESCRIBED BY US GEOLOGICAL SURVEY 1967 NH0926'6.6 KM (4.10 MI) NNW FROM MT CARROLL. NH0926'MT. CARROLL, 4.0 MI NORTH AND 0.5 MI WEST OF, NEAR THE CENTER OF SEC- NH0926'TION 13, T. 25 N., R. 4 E., 213 FT NORTH AND 27 FT WEST OF HWY. 78 AT NH0926'GRAVEL RD. WEST, 2.0 FT NORTH OF A POWER POLE, 0.5 FT EAST OF A WIT- NH0926'NESS SIGN ON A STEEL POST, IN THE TOP OF A CONCRETE POST , A STANDARD NH0926'TABLET STAMPED 32 MDD 1967 NH0926 NH0926 STATION RECOVERY (1995) NH0926 NH0926'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0926'MARK NOT FOUND. NH0926 NH0926 STATION RECOVERY (2001) NH0926 NH0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0926'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0926 NH0926 STATION RECOVERY (2003) NH0926 NH0926'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0926'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0928 *********************************************************************** NH0928 DESIGNATION - 33 MDD NH0928 PID - NH0928 NH0928 STATE/COUNTY- IL/CARROLL NH0928 USGS QUAD - LORAN (1985) NH0928 NH0928 *CURRENT SURVEY CONTROL NH0928 ___________________________________________________________________ NH0928* NAD 83(1986)- 42 07 42. (N) 089 59 36. (W) SCALED NH0928* NAVD 88 - 260.964 (meters) 856.18 (feet) ADJUSTED NH0928 ___________________________________________________________________ NH0928 GEOID HEIGHT- -33.05 (meters) GEOID99 NH0928 DYNAMIC HT - 260.875 (meters) 855.89 (feet) COMP NH0928 MODELED GRAV- 980,275.5 (mgal) NAVD 88 NH0928 NH0928 VERT ORDER - THIRD NH0928 NH0928.The horizontal coordinates were scaled from a topographic map and have NH0928.an estimated accuracy of +/- 6 seconds. NH0928 NH0928.The orthometric height was determined by differential leveling NH0928.and adjusted by the National Geodetic Survey in June 1991. NH0928 NH0928.The geoid height was determined by GEOID99. NH0928 NH0928.The dynamic height is computed by dividing the NAVD 88 NH0928.geopotential number by the normal gravity value computed on the NH0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0928.degrees latitude (g = 980.6199 gals.). NH0928 NH0928.The modeled gravity was interpolated from observed gravity values. NH0928 NH0928; North East Units Estimated Accuracy NH0928;SPC IL W - 606,350. 714,330. MT (+/- 180 meters Scaled) NH0928 NH0928 SUPERSEDED SURVEY CONTROL NH0928 NH0928.No superseded survey control is available for this station. NH0928 NH0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM525683(NAD 83) NH0928_MARKER: DB = BENCH MARK DISK NH0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0928_STAMPING: 33 MDD 1967 NH0928_MARK LOGO: USGS NH0928_PROJECTION: FLUSH NH0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0928+STABILITY: SURFACE MOTION NH0928 NH0928 HISTORY - Date Condition Report By NH0928 HISTORY - 1967 MONUMENTED USGS NH0928 HISTORY - 19950624 MARK NOT FOUND USPSQD NH0928 HISTORY - 20011203 MARK NOT FOUND NGS NH0928 HISTORY - 20031002 MARK NOT FOUND USPSQD NH0928 NH0928 STATION DESCRIPTION NH0928 NH0928'DESCRIBED BY US GEOLOGICAL SURVEY 1967 NH0928'3.2 KM (2.00 MI) NNW FROM MT CARROLL. NH0928'MT. CARROLL, 2.0 MI NORTH AND 0.8 MI WEST OF, NEAR THE CENTER OF THE NH0928'WEST ONE-HALF OF SECTION 25, T. 25 N., R. 4 E., 1000 FT NORTH AND 52 NH0928'FT WEST OF HWY. 78 AT PRIVATE DRIVE NE., 32 FT WSW. OF AND NORMAL TO NH0928'THE HWY., 27 FT SOUTH OF A TELEPHONE PLOE, 1.5 FT EAST OF A FENCE AND NH0928'1.0 FT EAST OF A WITNESS SIGN ON A STEEL POST, IN THE TOP OF A CON- NH0928'CRETE POST, A STANDARD TABLET STAMPED 33 MDD 1967 NH0928 NH0928 STATION RECOVERY (1995) NH0928 NH0928'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0928'MARK NOT FOUND. NH0928 NH0928 STATION RECOVERY (2001) NH0928 NH0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0928'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0928 NH0928 STATION RECOVERY (2003) NH0928 NH0928'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0928'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0077 *********************************************************************** NJ0077 DESIGNATION - 332 NJ0077 PID - NJ0077 NJ0077 STATE/COUNTY- IL/CARROLL NJ0077 USGS QUAD - BLACKHAWK (1975) NJ0077 NJ0077 *CURRENT SURVEY CONTROL NJ0077 ___________________________________________________________________ NJ0077* NAD 83(1986)- 42 08 21. (N) 090 09 57. (W) SCALED NJ0077* NAVD 88 - 179.585 (meters) 589.19 (feet) ADJUSTED NJ0077 ___________________________________________________________________ NJ0077 GEOID HEIGHT- -33.04 (meters) GEOID99 NJ0077 DYNAMIC HT - 179.524 (meters) 588.99 (feet) COMP NJ0077 MODELED GRAV- 980,280.0 (mgal) NAVD 88 NJ0077 NJ0077 VERT ORDER - FIRST CLASS I NJ0077 NJ0077.The horizontal coordinates were scaled from a topographic map and have NJ0077.an estimated accuracy of +/- 6 seconds. NJ0077 NJ0077.The orthometric height was determined by differential leveling NJ0077.and adjusted by the National Geodetic Survey in June 1991. NJ0077 NJ0077.The geoid height was determined by GEOID99. NJ0077 NJ0077.The dynamic height is computed by dividing the NAVD 88 NJ0077.geopotential number by the normal gravity value computed on the NJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0077.degrees latitude (g = 980.6199 gals.). NJ0077 NJ0077.The modeled gravity was interpolated from observed gravity values. NJ0077 NJ0077; North East Units Estimated Accuracy NJ0077;SPC IL W - 607,540. 700,070. MT (+/- 180 meters Scaled) NJ0077 NJ0077 SUPERSEDED SURVEY CONTROL NJ0077 NJ0077 NGVD 29 (??/??/92) 179.611 (m) 589.27 (f) ADJ UNCH 1 1 NJ0077 NJ0077.Superseded values are not recommended for survey control. NJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0077.See file dsdata.txt to determine how the superseded data were derived. NJ0077 NJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG342691(NAD 83) NJ0077_MARKER: B = BOLT NJ0077_SETTING: 30 = TILE NJ0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0077 NJ0077 HISTORY - Date Condition Report By NJ0077 HISTORY - UNK MONUMENTED DOD NJ0077 HISTORY - 1970 GOOD NGS NJ0077 HISTORY - 20011203 GOOD NGS NJ0077 HISTORY - 20030923 POOR USPSQD NJ0077 NJ0077 STATION DESCRIPTION NJ0077 NJ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0077'3 MI N FROM SAVANNA. NJ0077'ABOUT 3.05 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD NJ0077'FROM THE STATION AT SAVANNA, 39 FEET NORTHWEST OF THE NORTHWEST NJ0077'CORNER OF RAILROAD BRIDGE NUMBER 148.59, 27 FEET WEST OF THE NJ0077'WEST RAIL OF THE WEST TRACK, 4 FEET EAST OF A FENCE, 4.0 FEET NJ0077'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE NJ0077'TRACK, A COPPER BOLT LEADED IN AN 18- X 18-INCH TILE WHICH IS NJ0077'SET 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH NJ0077'IS HAD THROUGH AN IRON PIPE WHICH BEARS A MISSISSIPPI RIVER NJ0077'COMMISSION CAP AND WHICH PROJECTS 3 INCHES. SEC 21, T25N, R3E NJ0077 NJ0077 STATION RECOVERY (2001) NJ0077 NJ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0077'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0077 NJ0077 STATION RECOVERY (2003) NJ0077 NJ0077'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0077'FOUND PIPE AND WITNESS POST. CAP MISSING. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0078 *********************************************************************** NJ0078 DESIGNATION - 333 NJ0078 PID - NJ0078 NJ0078 STATE/COUNTY- IL/CARROLL NJ0078 USGS QUAD - BLACKHAWK (1975) NJ0078 NJ0078 *CURRENT SURVEY CONTROL NJ0078 ___________________________________________________________________ NJ0078* NAD 83(1986)- 42 08 21. (N) 090 09 57. (W) SCALED NJ0078* NAVD 88 - 180.845 (meters) 593.32 (feet) ADJUSTED NJ0078 ___________________________________________________________________ NJ0078 GEOID HEIGHT- -33.04 (meters) GEOID99 NJ0078 DYNAMIC HT - 180.783 (meters) 593.12 (feet) COMP NJ0078 MODELED GRAV- 980,280.0 (mgal) NAVD 88 NJ0078 NJ0078 VERT ORDER - FIRST CLASS I NJ0078 NJ0078.The horizontal coordinates were scaled from a topographic map and have NJ0078.an estimated accuracy of +/- 6 seconds. NJ0078 NJ0078.The orthometric height was determined by differential leveling NJ0078.and adjusted by the National Geodetic Survey in June 1991. NJ0078 NJ0078.The geoid height was determined by GEOID99. NJ0078 NJ0078.The dynamic height is computed by dividing the NAVD 88 NJ0078.geopotential number by the normal gravity value computed on the NJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0078.degrees latitude (g = 980.6199 gals.). NJ0078 NJ0078.The modeled gravity was interpolated from observed gravity values. NJ0078 NJ0078; North East Units Estimated Accuracy NJ0078;SPC IL W - 607,540. 700,070. MT (+/- 180 meters Scaled) NJ0078 NJ0078 SUPERSEDED SURVEY CONTROL NJ0078 NJ0078 NGVD 29 (??/??/92) 180.871 (m) 593.41 (f) ADJ UNCH 1 1 NJ0078 NJ0078.Superseded values are not recommended for survey control. NJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0078.See file dsdata.txt to determine how the superseded data were derived. NJ0078 NJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG342691(NAD 83) NJ0078_MARKER: P = PIPE CAP NJ0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0078 NJ0078 HISTORY - Date Condition Report By NJ0078 HISTORY - UNK MONUMENTED DOD NJ0078 HISTORY - 1970 GOOD NGS NJ0078 HISTORY - 20011203 GOOD NGS NJ0078 HISTORY - 20030923 POOR USPSQD NJ0078 NJ0078 STATION DESCRIPTION NJ0078 NJ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0078'3 MI N FROM SAVANNA. NJ0078'ABOUT 3.05 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD NJ0078'FROM THE STATION AT SAVANNA, 39 FEET NORTHWEST OF THE NORTHWEST NJ0078'CORNER OF RAILROAD BRIDGE NUMBER 148.59, 27 FEET WEST OF THE NJ0078'WEST RAIL OF THE WEST TRACK, 4 FEET EAST OF A FENCE, 4.0 FEET NJ0078'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL NJ0078'OF THE TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE NJ0078'TOP OF AN IRON PIPE PROJECTING 3 INCHES. SEC 21, T25N, R3E NJ0078 NJ0078 STATION RECOVERY (2001) NJ0078 NJ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0078 NJ0078 STATION RECOVERY (2003) NJ0078 NJ0078'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0078'FOUND WITNESS POST AND PIPE. CAP MISSING. APPEARS TO BE IDENTICAL TO NJ0078'NJ0077 AND NJ0079 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0079 *********************************************************************** NJ0079 DESIGNATION - 333 RESET NJ0079 PID - NJ0079 NJ0079 STATE/COUNTY- IL/CARROLL NJ0079 USGS QUAD - BLACKHAWK (1975) NJ0079 NJ0079 *CURRENT SURVEY CONTROL NJ0079 ___________________________________________________________________ NJ0079* NAD 83(1986)- 42 08 21. (N) 090 09 57. (W) SCALED NJ0079* NAVD 88 - 180.809 (meters) 593.20 (feet) ADJUSTED NJ0079 ___________________________________________________________________ NJ0079 GEOID HEIGHT- -33.04 (meters) GEOID99 NJ0079 DYNAMIC HT - 180.748 (meters) 593.00 (feet) COMP NJ0079 MODELED GRAV- 980,280.0 (mgal) NAVD 88 NJ0079 NJ0079 VERT ORDER - FIRST CLASS I NJ0079 NJ0079.The horizontal coordinates were scaled from a topographic map and have NJ0079.an estimated accuracy of +/- 6 seconds. NJ0079 NJ0079.The orthometric height was determined by differential leveling NJ0079.and adjusted by the National Geodetic Survey in June 1991. NJ0079 NJ0079.The geoid height was determined by GEOID99. NJ0079 NJ0079.The dynamic height is computed by dividing the NAVD 88 NJ0079.geopotential number by the normal gravity value computed on the NJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0079.degrees latitude (g = 980.6199 gals.). NJ0079 NJ0079.The modeled gravity was interpolated from observed gravity values. NJ0079 NJ0079; North East Units Estimated Accuracy NJ0079;SPC IL W - 607,540. 700,070. MT (+/- 180 meters Scaled) NJ0079 NJ0079 SUPERSEDED SURVEY CONTROL NJ0079 NJ0079 NGVD 29 (??/??/92) 180.835 (m) 593.29 (f) ADJ UNCH 1 1 NJ0079 NJ0079.Superseded values are not recommended for survey control. NJ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0079.See file dsdata.txt to determine how the superseded data were derived. NJ0079 NJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG342691(NAD 83) NJ0079_MARKER: P = PIPE CAP NJ0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0079 NJ0079 HISTORY - Date Condition Report By NJ0079 HISTORY - 1970 MONUMENTED DOD NJ0079 HISTORY - 1970 GOOD NGS NJ0079 HISTORY - 19950524 MARK NOT FOUND USPSQD NJ0079 HISTORY - 20011203 GOOD NGS NJ0079 HISTORY - 20030923 POOR USPSQD NJ0079 NJ0079 STATION DESCRIPTION NJ0079 NJ0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0079'3 MI N FROM SAVANNA. NJ0079'ABOUT 3.05 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD NJ0079'FROM THE STATION AT SAVANNA, 39 FEET NORTHWEST OF THE NORTHWEST NJ0079'CORNER OF RAILROAD BRIDGE NUMBER 148.59, 27 FEET WEST OF THE NJ0079'WEST RAIL OF THE WEST TRACK, 4 FEET EAST OF A FENCE, 4.0 FEET NJ0079'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE NJ0079'TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP NJ0079'OF AN IRON PIPE PROJECTING 3 INCHES. SECTION 21, T25N, R3E NJ0079 NJ0079 STATION RECOVERY (1995) NJ0079 NJ0079'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0079'MARK NOT FOUND. NJ0079 NJ0079 STATION RECOVERY (2001) NJ0079 NJ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0079'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0079 NJ0079 STATION RECOVERY (2003) NJ0079 NJ0079'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0079'FOUND WITNESS POST AND PIPE. CAP MISSING. APPEARS TO BE IDENTICAL TO NJ0079'NJ0077 AND NJ0078 EXCEPT FOR THE RESET ON DATA SHEEY 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0176 *********************************************************************** NJ0176 DESIGNATION - 606 NJ0176 PID - NJ0176 NJ0176 STATE/COUNTY- IL/CARROLL NJ0176 USGS QUAD - SAVANNA (1990) NJ0176 NJ0176 *CURRENT SURVEY CONTROL NJ0176 ___________________________________________________________________ NJ0176* NAD 83(1986)- 42 05 39. (N) 090 09 19. (W) SCALED NJ0176* NAVD 88 - 184.782 (meters) 606.24 (feet) ADJUSTED NJ0176 ___________________________________________________________________ NJ0176 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0176 DYNAMIC HT - 184.718 (meters) 606.03 (feet) COMP NJ0176 MODELED GRAV- 980,276.3 (mgal) NAVD 88 NJ0176 NJ0176 VERT ORDER - FIRST CLASS I NJ0176 NJ0176.The horizontal coordinates were scaled from a topographic map and have NJ0176.an estimated accuracy of +/- 6 seconds. NJ0176 NJ0176.The orthometric height was determined by differential leveling NJ0176.and adjusted by the National Geodetic Survey in June 1991. NJ0176 NJ0176.The geoid height was determined by GEOID99. NJ0176 NJ0176.The dynamic height is computed by dividing the NAVD 88 NJ0176.geopotential number by the normal gravity value computed on the NJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0176.degrees latitude (g = 980.6199 gals.). NJ0176 NJ0176.The modeled gravity was interpolated from observed gravity values. NJ0176 NJ0176; North East Units Estimated Accuracy NJ0176;SPC IL W - 602,540. 700,940. MT (+/- 180 meters Scaled) NJ0176 NJ0176 SUPERSEDED SURVEY CONTROL NJ0176 NJ0176 NGVD 29 (??/??/92) 184.813 (m) 606.34 (f) ADJ UNCH 1 1 NJ0176 NJ0176.Superseded values are not recommended for survey control. NJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0176.See file dsdata.txt to determine how the superseded data were derived. NJ0176 NJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG352641(NAD 83) NJ0176_MARKER: DD = SURVEY DISK NJ0176_SETTING: 36 = WATER TABLE NJ0176_STAMPING: 606 1934 NJ0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NJ0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NJ0176+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 NJ0176 NJ0176 HISTORY - Date Condition Report By NJ0176 HISTORY - 1934 MONUMENTED USGS NJ0176 HISTORY - 1970 GOOD NGS NJ0176 HISTORY - 1977 GOOD LOCSUR NJ0176 HISTORY - 19950524 GOOD USPSQD NJ0176 HISTORY - 20011203 GOOD NGS NJ0176 HISTORY - 20030923 GOOD USPSQD NJ0176 NJ0176 STATION DESCRIPTION NJ0176 NJ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0176'AT SAVANNA. NJ0176'AT SAVANNA, 0.7 FOOT WEST OF THE NORTHEAST CORNER OF THE POST NJ0176'OFFICE BUILDING, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 3RD NJ0176'STREET AND MADISON STREET, 50 FEET WEST OF THE CENTER LINE OF 3RD NJ0176'STREET, 50 FEET SOUTH OF THE CENTER LINE OF MADISON STREET, SET NJ0176'VERTICALLY IN THE NORTH FACE OF THE STONE WATER TABLE AT THE NJ0176'NORTHEAST CORNER OF THE POST OFFICE, 2.7 FEET ABOVE THE LEVEL OF NJ0176'THE GROUND, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE STREETS. NJ0176'SECTION 9, T24N, R3E NJ0176 NJ0176 STATION RECOVERY (1977) NJ0176 NJ0176'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 NJ0176'RECOVERED IN GOOD CONDITION. NJ0176 NJ0176 STATION RECOVERY (1995) NJ0176 NJ0176'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0176'RECOVERED IN GOOD CONDITION. NJ0176 NJ0176 STATION RECOVERY (2001) NJ0176 NJ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0176'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0176 NJ0176 STATION RECOVERY (2003) NJ0176 NJ0176'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0176'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0177 *********************************************************************** NJ0177 DESIGNATION - 62 NJ0177 PID - NJ0177 NJ0177 STATE/COUNTY- IL/CARROLL NJ0177 USGS QUAD - SAVANNA (1990) NJ0177 NJ0177 *CURRENT SURVEY CONTROL NJ0177 ___________________________________________________________________ NJ0177* NAD 83(1986)- 42 05 38. (N) 090 09 29. (W) SCALED NJ0177* NAVD 88 - 180.338 (meters) 591.66 (feet) ADJUSTED NJ0177 ___________________________________________________________________ NJ0177 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0177 DYNAMIC HT - 180.276 (meters) 591.46 (feet) COMP NJ0177 MODELED GRAV- 980,276.3 (mgal) NAVD 88 NJ0177 NJ0177 VERT ORDER - FIRST CLASS I NJ0177 NJ0177.The horizontal coordinates were scaled from a topographic map and have NJ0177.an estimated accuracy of +/- 6 seconds. NJ0177 NJ0177.The orthometric height was determined by differential leveling NJ0177.and adjusted by the National Geodetic Survey in June 1991. NJ0177 NJ0177.The geoid height was determined by GEOID99. NJ0177 NJ0177.The dynamic height is computed by dividing the NAVD 88 NJ0177.geopotential number by the normal gravity value computed on the NJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0177.degrees latitude (g = 980.6199 gals.). NJ0177 NJ0177.The modeled gravity was interpolated from observed gravity values. NJ0177 NJ0177; North East Units Estimated Accuracy NJ0177;SPC IL W - 602,510. 700,710. MT (+/- 180 meters Scaled) NJ0177 NJ0177 SUPERSEDED SURVEY CONTROL NJ0177 NJ0177 NGVD 29 (??/??/92) 180.368 (m) 591.76 (f) ADJ UNCH 1 1 NJ0177 NJ0177.Superseded values are not recommended for survey control. NJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0177.See file dsdata.txt to determine how the superseded data were derived. NJ0177 NJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG350641(NAD 83) NJ0177_MARKER: B = BOLT NJ0177_SETTING: 36 = FOUNDATION NJ0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NJ0177 NJ0177 HISTORY - Date Condition Report By NJ0177 HISTORY - UNK MONUMENTED DOD NJ0177 HISTORY - 1970 GOOD NGS NJ0177 HISTORY - 20011203 MARK NOT FOUND NGS NJ0177 HISTORY - 20030927 MARK NOT FOUND USPSQD NJ0177 NJ0177 STATION DESCRIPTION NJ0177 NJ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0177'0.2 MI W FROM SAVANNA. NJ0177'ABOUT 0.2 MILE WEST ALONG MADISON STREET FROM THE POST OFFICE AT NJ0177'SAVANNA, 73 YARDS NORTH OF THE EXTENDED CENTER LINE OF THE STREET, NJ0177'95 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE BURLINGTON NJ0177'NORTHERN RAILROAD, 103 FEET SOUTH OF THE SOUTH EDGE OF THE MOST NJ0177'SOUTHERLY OF 5 GRAIN ELEVATORS, 1.0 FOOT NORTH OF THE SOUTH END NJ0177'OF THE BRICK WALL ON THE NORTH SIDE OF A BRICK SMOKE STACK, A NJ0177'COPPER BOLT LEADED IN THE TOP AND 3 FEET NORTH OF THE SOUTHEAST NJ0177'CORNER OF AN OLD FOUNDATION, ABOUT 3 FEET BELOW THE LEVEL OF THE NJ0177'TRACK. NOTE-- THE MARK IS SET HORIZONTALLY. NOTE-- THE ENGINE NJ0177'ROOM HAS BEEN TORN DOWN AND ALL THAT REMAINS IS THE FOUNDATION AND NJ0177'THE SMOKE STACK. SEC 9, T24N, R3E NJ0177 NJ0177 STATION RECOVERY (2001) NJ0177 NJ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0177 NJ0177 STATION RECOVERY (2003) NJ0177 NJ0177'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK) NJ0177'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0166 *********************************************************************** NJ0166 DESIGNATION - 64 BOLT NJ0166 PID - NJ0166 NJ0166 STATE/COUNTY- IL/CARROLL NJ0166 USGS QUAD - WACKER (1985) NJ0166 NJ0166 *CURRENT SURVEY CONTROL NJ0166 ___________________________________________________________________ NJ0166* NAD 83(1986)- 42 04 51. (N) 090 06 19. (W) SCALED NJ0166* NAVD 88 - 180.828 (meters) 593.27 (feet) ADJUSTED NJ0166 ___________________________________________________________________ NJ0166 GEOID HEIGHT- -33.06 (meters) GEOID99 NJ0166 DYNAMIC HT - 180.765 (meters) 593.06 (feet) COMP NJ0166 MODELED GRAV- 980,272.4 (mgal) NAVD 88 NJ0166 NJ0166 VERT ORDER - FIRST CLASS I NJ0166 NJ0166.The horizontal coordinates were scaled from a topographic map and have NJ0166.an estimated accuracy of +/- 6 seconds. NJ0166 NJ0166.The orthometric height was determined by differential leveling NJ0166.and adjusted by the National Geodetic Survey in June 1991. NJ0166.WARNING-Repeat measurements at this control monument indicate possible NJ0166.vertical movement. NJ0166 NJ0166.The geoid height was determined by GEOID99. NJ0166 NJ0166.The dynamic height is computed by dividing the NAVD 88 NJ0166.geopotential number by the normal gravity value computed on the NJ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0166.degrees latitude (g = 980.6199 gals.). NJ0166 NJ0166.The modeled gravity was interpolated from observed gravity values. NJ0166 NJ0166; North East Units Estimated Accuracy NJ0166;SPC IL W - 601,060. 705,080. MT (+/- 180 meters Scaled) NJ0166 NJ0166 SUPERSEDED SURVEY CONTROL NJ0166 NJ0166 NGVD 29 (??/??/92) 180.859 (m) 593.37 (f) ADJ UNCH 1 1 NJ0166 NJ0166.Superseded values are not recommended for survey control. NJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0166.See file dsdata.txt to determine how the superseded data were derived. NJ0166 NJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG394628(NAD 83) NJ0166_MARKER: B = BOLT NJ0166_SETTING: 36 = ABUTMENT NJ0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NJ0166 NJ0166 HISTORY - Date Condition Report By NJ0166 HISTORY - UNK MONUMENTED DOD NJ0166 HISTORY - 1970 GOOD NGS NJ0166 HISTORY - 20011203 GOOD NGS NJ0166 HISTORY - 20030923 MARK NOT FOUND USPSQD NJ0166 NJ0166 STATION DESCRIPTION NJ0166 NJ0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0166'4.2 MI E FROM SAVANNA. NJ0166'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0166'SAVANNA, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 52, THENCE 1.45 NJ0166'MILES SOUTHEAST ALONG GEORGETOWN SCENIC ROAD, 10 FEET NORTHWEST OF NJ0166'THE CENTER LINE OF THE ROAD, 168 FEET SOUTHWEST OF THE SOUTHWEST NJ0166'RAIL OF THE SOUTHWEST TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL NJ0166'AND PACIFIC RAILROAD, A COPPER BOLT WHICH IS LEADED IN THE TOP OF NJ0166'THE NORTHWEST END OF THE NORTHEAST STONE ABUTMENT OF A BRIDGE OVER NJ0166'PLUM RIVER AND WHICH IS SURROUNDED BY THE LETTERS USBM, AND ABOUT NJ0166'1 1/2 FEET BELOW THE LEVEL OF THE ROAD. SEC 12, T24N, R3E NJ0166 NJ0166 STATION RECOVERY (2001) NJ0166 NJ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0166'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0166 NJ0166 STATION RECOVERY (2003) NJ0166 NJ0166'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0166'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0667 *********************************************************************** NH0667 DESIGNATION - A 271 NH0667 PID - NH0667 NH0667 STATE/COUNTY- IL/CARROLL NH0667 USGS QUAD - SHANNON (1983) NH0667 NH0667 *CURRENT SURVEY CONTROL NH0667 ___________________________________________________________________ NH0667* NAD 83(1986)- 42 07 34. (N) 089 41 11. (W) SCALED NH0667* NAVD 88 - 304.978 (meters) 1000.58 (feet) ADJUSTED NH0667 ___________________________________________________________________ NH0667 GEOID HEIGHT- -32.94 (meters) GEOID99 NH0667 DYNAMIC HT - 304.874 (meters) 1000.24 (feet) COMP NH0667 MODELED GRAV- 980,272.9 (mgal) NAVD 88 NH0667 NH0667 VERT ORDER - FIRST CLASS I NH0667 NH0667.The horizontal coordinates were scaled from a topographic map and have NH0667.an estimated accuracy of +/- 6 seconds. NH0667 NH0667.The orthometric height was determined by differential leveling NH0667.and adjusted by the National Geodetic Survey in June 1991. NH0667 NH0667.The geoid height was determined by GEOID99. NH0667 NH0667.The dynamic height is computed by dividing the NAVD 88 NH0667.geopotential number by the normal gravity value computed on the NH0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0667.degrees latitude (g = 980.6199 gals.). NH0667 NH0667.The modeled gravity was interpolated from observed gravity values. NH0667 NH0667; North East Units Estimated Accuracy NH0667;SPC IL W - 606,200. 739,710. MT (+/- 180 meters Scaled) NH0667 NH0667 SUPERSEDED SURVEY CONTROL NH0667 NH0667 NGVD 29 (??/??/92) 305.010 (m) 1000.69 (f) ADJ UNCH 1 1 NH0667 NH0667.Superseded values are not recommended for survey control. NH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0667.See file dsdata.txt to determine how the superseded data were derived. NH0667 NH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM779672(NAD 83) NH0667_MARKER: DB = BENCH MARK DISK NH0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0667_STAMPING: A 271 1970 NH0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0667+STABILITY: SURFACE MOTION NH0667 NH0667 HISTORY - Date Condition Report By NH0667 HISTORY - 1970 MONUMENTED NGS NH0667 HISTORY - 19950524 GOOD USPSQD NH0667 HISTORY - 20011203 GOOD NGS NH0667 HISTORY - 20031004 MARK NOT FOUND USPSQD NH0667 NH0667 STATION DESCRIPTION NH0667 NH0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0667'5.6 MI W FROM FORRESTON. NH0667'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST NH0667'OFFICE AT FORRESTON, THENCE 5.55 MILES WEST ALONG WHITE OAK NH0667'ROAD AND STRADDLE CREEK ROAD, AT THE OGLE-CARROLL COUNTY LINE, NH0667'25 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 58 NH0667'FEET WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 30 FEET NH0667'SOUTH OF A CORNER FENCE POST, 1.1 FEET EAST OF A FENCE, 0.6 NH0667'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, NH0667'AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 7 INCHES. NH0667'SECTION 33, T25N, R7E NH0667 NH0667 STATION RECOVERY (1995) NH0667 NH0667'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0667'RECOVERED IN GOOD CONDITION. NH0667 NH0667 STATION RECOVERY (2001) NH0667 NH0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0667'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0667 NH0667 STATION RECOVERY (2003) NH0667 NH0667'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0667'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0701 *********************************************************************** NH0701 DESIGNATION - A 272 NH0701 PID - NH0701 NH0701 STATE/COUNTY- IL/CARROLL NH0701 USGS QUAD - MT CARROLL (1985) NH0701 NH0701 *CURRENT SURVEY CONTROL NH0701 ___________________________________________________________________ NH0701* NAD 83(1986)- 42 04 57. (N) 089 59 28. (W) SCALED NH0701* NAVD 88 - 240.063 (meters) 787.61 (feet) ADJUSTED NH0701 ___________________________________________________________________ NH0701 GEOID HEIGHT- -33.02 (meters) GEOID99 NH0701 DYNAMIC HT - 239.980 (meters) 787.33 (feet) COMP NH0701 MODELED GRAV- 980,272.3 (mgal) NAVD 88 NH0701 NH0701 VERT ORDER - FIRST CLASS I NH0701 NH0701.The horizontal coordinates were scaled from a topographic map and have NH0701.an estimated accuracy of +/- 6 seconds. NH0701 NH0701.The orthometric height was determined by differential leveling NH0701.and adjusted by the National Geodetic Survey in June 1991. NH0701 NH0701.The geoid height was determined by GEOID99. NH0701 NH0701.The dynamic height is computed by dividing the NAVD 88 NH0701.geopotential number by the normal gravity value computed on the NH0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0701.degrees latitude (g = 980.6199 gals.). NH0701 NH0701.The modeled gravity was interpolated from observed gravity values. NH0701 NH0701; North East Units Estimated Accuracy NH0701;SPC IL W - 601,260. 714,530. MT (+/- 180 meters Scaled) NH0701 NH0701 SUPERSEDED SURVEY CONTROL NH0701 NH0701 NGVD 29 (??/??/92) 240.095 (m) 787.71 (f) ADJ UNCH 1 1 NH0701 NH0701.Superseded values are not recommended for survey control. NH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0701.See file dsdata.txt to determine how the superseded data were derived. NH0701 NH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM525632(NAD 83) NH0701_MARKER: DB = BENCH MARK DISK NH0701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NH0701_STAMPING: A 272 1970 NH0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NH0701+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 NH0701 NH0701 HISTORY - Date Condition Report By NH0701 HISTORY - 1970 MONUMENTED NGS NH0701 HISTORY - 1987 GOOD USPSQD NH0701 HISTORY - 19950515 GOOD USPSQD NH0701 HISTORY - 20011203 GOOD NGS NH0701 HISTORY - 20031002 GOOD USPSQD NH0701 NH0701 STATION DESCRIPTION NH0701 NH0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0701'1.9 MI SW FROM MT CARROLL. NH0701'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE NH0701'AT MT. CARROLL, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 52, NH0701'115 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND NH0701'A PAVED ROAD LEADING NORTH, 108 FEET SOUTHEAST OF THE CENTER NH0701'LINE OF THE HIGHWAY, 13.5 FEET SOUTHWEST OF THE SOUTHWEST POST NH0701'FOR A GATE, 8.4 FEET SOUTHWEST OF A CONCRETE HIGHWAY NH0701'RIGHT-OF-WAY MARKER, 1.0 FOOT NORTHWEST OF A FENCE, 1.5 FEET NH0701'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL NH0701'OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE NH0701'PROJECTING 6 INCHES. SECTION 13, T24N, R4E. NH0701 NH0701 STATION RECOVERY (1987) NH0701 NH0701'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0701'RECOVERED IN GOOD CONDITION. NH0701 NH0701 STATION RECOVERY (1995) NH0701 NH0701'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0701'RECOVERED IN GOOD CONDITION. NH0701 NH0701 STATION RECOVERY (2001) NH0701 NH0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0701'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0701 NH0701 STATION RECOVERY (2003) NH0701 NH0701'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0701'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0157 *********************************************************************** NJ0157 DESIGNATION - B 272 NJ0157 PID - NJ0157 NJ0157 STATE/COUNTY- IL/CARROLL NJ0157 USGS QUAD - WACKER (1985) NJ0157 NJ0157 *CURRENT SURVEY CONTROL NJ0157 ___________________________________________________________________ NJ0157* NAD 83(1986)- 42 04 49. (N) 090 00 29. (W) SCALED NJ0157* NAVD 88 - 236.280 (meters) 775.20 (feet) ADJUSTED NJ0157 ___________________________________________________________________ NJ0157 GEOID HEIGHT- -33.03 (meters) GEOID99 NJ0157 DYNAMIC HT - 236.199 (meters) 774.93 (feet) COMP NJ0157 MODELED GRAV- 980,271.1 (mgal) NAVD 88 NJ0157 NJ0157 VERT ORDER - FIRST CLASS I NJ0157 NJ0157.The horizontal coordinates were scaled from a topographic map and have NJ0157.an estimated accuracy of +/- 6 seconds. NJ0157 NJ0157.The orthometric height was determined by differential leveling NJ0157.and adjusted by the National Geodetic Survey in June 1991. NJ0157 NJ0157.The geoid height was determined by GEOID99. NJ0157 NJ0157.The dynamic height is computed by dividing the NAVD 88 NJ0157.geopotential number by the normal gravity value computed on the NJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0157.degrees latitude (g = 980.6199 gals.). NJ0157 NJ0157.The modeled gravity was interpolated from observed gravity values. NJ0157 NJ0157; North East Units Estimated Accuracy NJ0157;SPC IL W - 601,010. 713,120. MT (+/- 180 meters Scaled) NJ0157 NJ0157 SUPERSEDED SURVEY CONTROL NJ0157 NJ0157 NGVD 29 (??/??/92) 236.312 (m) 775.30 (f) ADJ UNCH 1 1 NJ0157 NJ0157.Superseded values are not recommended for survey control. NJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0157.See file dsdata.txt to determine how the superseded data were derived. NJ0157 NJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG474630(NAD 83) NJ0157_MARKER: DB = BENCH MARK DISK NJ0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0157_STAMPING: B 272 1970 NJ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NJ0157+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 NJ0157 NJ0157 HISTORY - Date Condition Report By NJ0157 HISTORY - 1970 MONUMENTED NGS NJ0157 HISTORY - 1987 GOOD USPSQD NJ0157 HISTORY - 19950515 MARK NOT FOUND USPSQD NJ0157 HISTORY - 20011203 GOOD NGS NJ0157 HISTORY - 20030923 GOOD USPSQD NJ0157 NJ0157 STATION DESCRIPTION NJ0157 NJ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0157'2.6 MI SW FROM MT CARROLL. NJ0157'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE NJ0157'AT MT. CARROLL, THENCE 1.6 MILES WEST ALONG U.S. HIGHWAY 52, NJ0157'65 YARDS NORTH AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER NJ0157'OF A FARM HOUSE, 60 FEET NORTH OF THE CENTER LINE OF THE NJ0157'HIGHWAY, 20.5 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY NJ0157'MARKER, 8 FEET EAST OF A CORNER FENCE POST, ABOUT LEVEL WITH NJ0157'THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE NJ0157'PROJECTING 6 INCHES. SECTION 11, T24N, R4E. NJ0157 NJ0157 STATION RECOVERY (1987) NJ0157 NJ0157'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NJ0157'RECOVERED IN GOOD CONDITION. NJ0157 NJ0157 STATION RECOVERY (1995) NJ0157 NJ0157'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0157'MARK NOT FOUND. NJ0157 NJ0157 STATION RECOVERY (2001) NJ0157 NJ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0157'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0157 NJ0157 STATION RECOVERY (2003) NJ0157 NJ0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0157'STATE OF ILLINOIS CAP ON PIPE AT THIS LOCATION 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0878 *********************************************************************** NJ0878 DESIGNATION - BARTH NJ0878 PID - NJ0878 NJ0878 STATE/COUNTY- IL/CARROLL NJ0878 USGS QUAD - PLEASANT VALLEY (1985) NJ0878 NJ0878 *CURRENT SURVEY CONTROL NJ0878 ___________________________________________________________________ NJ0878* NAD 83(1997)- 42 11 42.40656(N) 090 04 23.06752(W) ADJUSTED NJ0878* NAVD 88 - 282.4 (meters) 927. (feet) GPS OBS NJ0878 ___________________________________________________________________ NJ0878 X - -6,035.966 (meters) COMP NJ0878 Y - -4,732,650.938 (meters) COMP NJ0878 Z - 4,261,852.191 (meters) COMP NJ0878 LAPLACE CORR- -0.68 (seconds) DEFLEC99 NJ0878 ELLIP HEIGHT- 249.37 (meters) (09/15/98) GPS OBS NJ0878 GEOID HEIGHT- -33.07 (meters) GEOID99 NJ0878 NJ0878 HORZ ORDER - FIRST NJ0878 ELLP ORDER - THIRD CLASS I NJ0878 NJ0878.The horizontal coordinates were established by GPS observations NJ0878.and adjusted by the National Geodetic Survey in September 1998. NJ0878 NJ0878.The orthometric height was determined by GPS observations and a NJ0878.high-resolution geoid model. NJ0878 NJ0878.The X, Y, and Z were computed from the position and the ellipsoidal ht. NJ0878 NJ0878.The Laplace correction was computed from DEFLEC99 derived deflections. NJ0878 NJ0878.The ellipsoidal height was determined by GPS observations NJ0878.and is referenced to NAD 83. NJ0878 NJ0878.The geoid height was determined by GEOID99. NJ0878 NJ0878; North East Units Scale Converg. NJ0878;SPC IL W - 613,757.751 707,730.011 MT 0.99994191 +0 03 46.3 NJ0878;SPC IA N - 1,082,946.650 1,782,971.002 MT 0.99997917 +2 19 21.3 NJ0878;SPC IA S - 249,358.363 783,009.248 MT 1.00009915 +2 15 26.3 NJ0878;UTM 15 - 4,675,587.660 741,669.567 MT 1.00031869 +1 58 00.6 NJ0878;UTM 16 - 4,676,012.467 246,262.157 MT 1.00039227 -2 03 54.5 NJ0878 NJ0878: Primary Azimuth Mark Grid Az NJ0878:SPC IL W - ASHBY 174 03 23.9 NJ0878:SPC IA N - ASHBY 171 47 48.9 NJ0878:SPC IA S - ASHBY 171 51 43.9 NJ0878:UTM 15 - ASHBY 172 09 09.6 NJ0878:UTM 16 - ASHBY 176 11 04.7 NJ0878 NJ0878|---------------------------------------------------------------------| NJ0878| PID Reference Object Distance Geod. Az | NJ0878| dddmmss.s | NJ0878| CI8972 BARTH RM 1 29.770 METERS 11420 | NJ0878| NJ0879 ASHBY APPROX.19.0 KM 1740710.2 | NJ0878| CI8973 BARTH RM 2 22549 | NJ0878|---------------------------------------------------------------------| NJ0878 NJ0878 SUPERSEDED SURVEY CONTROL NJ0878 NJ0878 NAD 83(1986)- 42 11 42.41524(N) 090 04 23.07287(W) AD( ) 1 NJ0878 NAD 27 - 42 11 42.34400(N) 090 04 22.61100(W) AD( ) 1 NJ0878 NJ0878.Superseded values are not recommended for survey control. NJ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0878.See file dsdata.txt to determine how the superseded data were derived. NJ0878 NJ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4167075588(NAD 83) NJ0878_MARKER: DS = TRIANGULATION STATION DISK NJ0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NJ0878_PROJECTION: FLUSH NJ0878_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT NJ0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NJ0878+STABILITY: SURFACE MOTION NJ0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NJ0878+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1996 NJ0878 NJ0878 HISTORY - Date Condition Report By NJ0878 HISTORY - 1931 MONUMENTED CGS NJ0878 HISTORY - 19950624 MARK NOT FOUND USPSQD NJ0878 HISTORY - 19961031 GOOD SECI NJ0878 HISTORY - 20011203 MARK NOT FOUND NGS NJ0878 HISTORY - 20031002 MARK NOT FOUND USPSQD NJ0878 NJ0878 STATION DESCRIPTION NJ0878 NJ0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH) NJ0878'8 MILES NORTHEAST OF SAVANNA, 1 MILE NORTHEAST OF ZION CHURCH NJ0878'AND CEMETERY AT BARTH, ON LAND BELONGING TO MR. JAS. WILLIAMSON, NJ0878'WHO LIVES AT THE STATION SITE. NJ0878' NJ0878'TO REACH FROM SAVANNA VIA THE RIDGE ROAD, GO SOUTH OUT OF NJ0878'TOWN ON STATE HIGHWAY 27 TO ITS INTERSECTION WITH FOURTH STREET, NJ0878'TAKING DISTANCES FROM THIS POINT, GO UP BLUFF ON FOURTH STREET NJ0878'AND CONTINUE ON MAIN-TRAVELED ROAD TO 4.1. TURN RIGHT AT THIS NJ0878'POINT AND CONTINUE TO 10.4 TO A POINT WHERE STATION SITE IN ON NJ0878'LEFT HAND SIDE OF ROAD IN BACK OF THE HOUSE. THE STATION NJ0878'SITE IS 0.8 MILE BEYOND THE POINT WHERE A ROAD TURNS OUT NJ0878'TO THE LEFT JUST NORTH OF ZION CHURCH. NJ0878' NJ0878'THE MARK IS 5.92 METERS NORTHEAST OF THE NORTHWEST CORNER OF NJ0878'THE ORCHARD IN BACK OF HOUSE, 2.92 METERS NORTH OF THE NORTH NJ0878'FENCE OF THE ORCHARD, 3.90 METERS NORTH-NORTHEAST OF A DEAD PLUM NJ0878'TREE, 10.97 METERS WEST OF THE SOUTHWEST CORNER OF A PASTURE, NJ0878'AND ON THE PROLONGATION OF THE CENTERLINE OF THE LANE LEADING NJ0878'FROM THE HOG LOT TO THE FIELD, MARK PROJECTS 12 INCHES BELOW NJ0878'SURFACE. NJ0878' NJ0878'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 1 METER SOUTH NJ0878'OF THE NORTHWEST CORNER OF PUMP HOUSE, AND 1 FOOT WEST OF NJ0878'PUMP HOUSE, IN CHICKEN YARD AND ORCHARD. NJ0878' NJ0878'REFERENCE MARK NO. 2 IS SOUTHWEST BY WEST OF THE STATION AND NJ0878'ABOUT 1/4 MILE DISTANT, ON THE WEST SIDE OF THE ROAD, OPPOSITE NJ0878'AND SOUTH OF LANE LEADING INTO FARMYARD, ONE FOOT EAST OF FENCE, NJ0878'9 METERS WEST OF CENTERLINE OF ROAD, IN THE SOUTHEAST CORNER NJ0878'OF HAYFIELD, EVIDENTLY USED PERMANENTLY FOR A PLACE TO STACK NJ0878'HAY. NEAR STATION THE ROAD CURVES, GOING NORTHEAST BY EAST AND NJ0878'SOUTHWEST BY SOUTH. MARK SET IN ANGLE OF FENCE, 17 METERS NJ0878'NORTH OF ENTRANCE TO HAYFIELD. REFERENCE MARKS ARE 6 INCHES NJ0878'ABOVE SURFACE. NJ0878' NJ0878'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS. NJ0878 NJ0878 STATION RECOVERY (1995) NJ0878 NJ0878'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0878'MARK NOT FOUND. NJ0878 NJ0878 STATION RECOVERY (1996) NJ0878 NJ0878'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR) NJ0878'THE STATION IS LOCATED APPROXIMENTLY 8.5 MI (13.7 KM) NORTHEAST OF NJ0878'SAVANNA, 8.7 MI (14.0 KM) NORTHWEST OF MOUNT CARROLL, AND 12.3 MI NJ0878'(19.8 KM) SOUTHWEST OF STOCKTON. TO REACH THE STATION FROM THE NJ0878'JUNCTION OF ILLINOIS ROUTE 78 AND U.S. ROUTE 52/ILLINOIS ROUTE 64, NJ0878'PROCEED NORTH OF ILLINOIS ROUTE 78 FOR APPROXIMENTLY +/- 10 MI (16.1 NJ0878'KM) TO THE JUNCTION OF ILLINOIS ROUTE 78 AND SOUTH GOODMILLER ROAD, NJ0878'TURN LEFT (WEST) ON SOUTH GOODMILLER ROAD AND PROCEED FOR NJ0878'APPROXIMENTLY 0.35 MI (0.56 KM) TO A Y INTERSECTION, TURN LEFT NJ0878'(CONTINUING WEST) ON EAST BACK ROAD, PROCEED FOR APPROXIMENTLY 2.6 MI NJ0878'(4.2 KM) TO A Y INTERSECTION, TURN LEFT (SOUTH) ON SOUTH GOOD HOPE NJ0878'ROAD (ZION ROAD IN CARROLL COUNTY) , PROCEED FOR APPROXIMENTLY 1.7 MI NJ0878'(2.7 KM) TO THE STATION ON THE RIGHT (NORTH) SIDE OF ZION ROAD AT THE NJ0878'HAAS FARM. THE STATION IS LOCATED 20.6 FT (6.3 M) NORTHEAST OF A NJ0878'SOUTHEAST CORNER OF A METAL SHED, 79.7 FT (24.3 M) SOUTHEAST OF A NJ0878'NORTHEAST CORNER OF A METAL SHED, 51.7 FT (15.8 M) SOUTHWEST OF A PINE NJ0878'TREE, 106.5 FT (32.5 M) NORTHWEST OF A SOUTHWEST CORNER OF A ONE STORY NJ0878'RANCH RESIDENCE, AND 91 FT (27.7 M) NORTHWEST OF A 48-IN TREE. NJ0878 NJ0878 STATION RECOVERY (2001) NJ0878 NJ0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0878'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0878 NJ0878 STATION RECOVERY (2003) NJ0878 NJ0878'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0878'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH1556 *********************************************************************** NH1556 DESIGNATION - BYERS RESET NH1556 PID - NH1556 NH1556 STATE/COUNTY- IL/CARROLL NH1556 USGS QUAD - BROOKVILLE (1983) NH1556 NH1556 *CURRENT SURVEY CONTROL NH1556 ___________________________________________________________________ NH1556* NAD 83(1997)- 42 07 03.49857(N) 089 43 30.21668(W) ADJUSTED NH1556* NAVD 88 - 317.8 (meters) 1043. (feet) GPS OBS NH1556 ___________________________________________________________________ NH1556 X - 22,737.896 (meters) COMP NH1556 Y - -4,738,402.478 (meters) COMP NH1556 Z - 4,255,496.300 (meters) COMP NH1556 LAPLACE CORR- 0.61 (seconds) DEFLEC99 NH1556 ELLIP HEIGHT- 284.87 (meters) (09/15/98) GPS OBS NH1556 GEOID HEIGHT- -32.94 (meters) GEOID99 NH1556 NH1556 HORZ ORDER - FIRST NH1556 ELLP ORDER - THIRD CLASS I NH1556 NH1556.The horizontal coordinates were established by GPS observations NH1556.and adjusted by the National Geodetic Survey in September 1998. NH1556 NH1556.The orthometric height was determined by GPS observations and a NH1556.high-resolution geoid model. NH1556 NH1556.The X, Y, and Z were computed from the position and the ellipsoidal ht. NH1556 NH1556.The Laplace correction was computed from DEFLEC99 derived deflections. NH1556 NH1556.The ellipsoidal height was determined by GPS observations NH1556.and is referenced to NAD 83. NH1556 NH1556.The geoid height was determined by GEOID99. NH1556 NH1556; North East Units Scale Converg. NH1556;SPC IL W - 605,242.824 736,517.856 MT 0.99995758 +0 17 46.2 NH1556;UTM 16 - 4,666,431.889 274,724.469 MT 1.00022449 -1 49 42.0 NH1556 NH1556: Primary Azimuth Mark Grid Az NH1556:SPC IL W - BYERS AZ MK 345 40 00.1 NH1556:UTM 16 - BYERS AZ MK 347 47 28.3 NH1556 NH1556|---------------------------------------------------------------------| NH1556| PID Reference Object Distance Geod. Az | NH1556| dddmmss.s | NH1556| NH1541 FREEPORT MUNICIPAL TANK APPROX.21.0 KM 0201236.6 | NH1556| NH1531 FREEPORT ST JOSEPHS CH SPIRE APPROX.21.4 KM 0234752.2 | NH1556| NH1553 FORRESTON MUNICIPAL TANK APPROX.11.9 KM 0880357.5 | NH1556| MF1718 POLO MUNICIPAL STANDPIPE APPROX.18.5 KM 1390445.0 | NH1556| MF1719 POLO FIRST PRESB CH SPIRE APPROX.18.8 KM 1395330.0 | NH1556| CI9139 BYERS RM 1 43.544 METERS 20037 | NH1556| NH1563 LANARK HIGH SCHOOL TOWER APPROX. 8.7 KM 2573714.4 | NH1556| NH1562 LANARK MUNICIPAL TANK APPROX. 9.2 KM 2603121.8 | NH1556| CI9140 BYERS RM 2 27.140 METERS 32132 | NH1556| NH1559 SHANNON MUNICIPAL TANK APPROX. 3.7 KM 3415842.5 | NH1556| CI9138 BYERS AZ MK 3455746.3 | NH1556|---------------------------------------------------------------------| NH1556 NH1556 SUPERSEDED SURVEY CONTROL NH1556 NH1556 NAD 83(1986)- 42 07 03.50173(N) 089 43 30.21675(W) AD( ) 1 NH1556 NAD 27 - 42 07 03.40700(N) 089 43 29.80000(W) AD( ) 1 NH1556 NGVD 29 (06/25/91) 318.0 (m) 1043. (f) GPS OBS NH1556 NH1556.Superseded values are not recommended for survey control. NH1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH1556.See file dsdata.txt to determine how the superseded data were derived. NH1556 NH1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7472466432(NAD 83) NH1556_MARKER: DS = TRIANGULATION STATION DISK NH1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH1556_STAMPING: BYERS 1935 1970 NH1556_MARK LOGO: CGS NH1556_PROJECTION: FLUSH NH1556_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT NH1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH1556+STABILITY: SURFACE MOTION NH1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NH1556+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003 NH1556 NH1556 HISTORY - Date Condition Report By NH1556 HISTORY - 1970 MONUMENTED NGS NH1556 HISTORY - 1970 GOOD ILDT NH1556 HISTORY - 1970 GOOD CGS NH1556 HISTORY - 19900921 GOOD NGS NH1556 HISTORY - 19960814 GOOD SECI NH1556 HISTORY - 20011203 GOOD NGS NH1556 HISTORY - 20031004 GOOD USPSQD NH1556 NH1556 STATION DESCRIPTION NH1556 NH1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS) NH1556'THE UNDERGROUND STATION MARK, REFERENCE MARKS AND THE AZIMUTH NH1556'MARK WERE FOUND IN GOOD CONDITION. THE SURFACE STATION MARK NH1556'WAS FOUND TO HAVE BEEN HIT BY ROAD EQUIPMENT AND A NEW SURFACE NH1556'STATION MARK WAS SET HOLDING THE UNDERGROUND POINT. THE DISTANCE NH1556'AND DIRECTION TO THE REFERENCE MARKS CHECKED. THE DIRECTION NH1556'TO THE TANK AND AZIMUTH MARK ALSO CHECKED. A NEW DESCRIPTION NH1556'FOLLOWS-- NH1556' NH1556'THE STATION IS LOCATED ABOUT 5 MILES EAST OF LANARK, ON THE NH1556'CREST OF A GRADE, 137 FEET NORTH OF THE CENTERLINE OF A FIELD NH1556'ENTRANCE EAST, 26 FEET EAST OF THE CENTERLINE OF GRANGE ROAD, 4 NH1556'FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE NH1556'AND 1 FOOT SOUTH OF A METAL WITNESS POST. THE MONUMENT PROJECTS NH1556'3 INCHES AND THE DISK IS STAMPED BYERS 1935 1970. NH1556' NH1556'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 NH1556'AND U.S. HIGHWAY 52 AT THE SOUTH EDGE OF LANARK, GO SOUTHEAST NH1556'ON HIGHWAY 52 FOR 4.5 MILES TO A CROSSROAD AND SIGN SHANNON NH1556'4 MILES. TURN LEFT AND GO NORTH ON THE ROAD FOR 1.0 MILE NH1556'TO A CROSSROAD. TURN RIGHT AND GO EAST ON LOCUST ROAD FOR NH1556'1.0 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON NH1556'GRANGE ROAD FOR 0.4 MILE TO THE TOP OF GRADE AND THE STATION NH1556'ON THE RIGHT. CONTINUE NORTH ON THE ROAD FOR 0.6 MILE TO NH1556'A CROSSROAD. TURN LEFT AND GO WEST ON STRADDLE CREEK ROAD NH1556'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT. NH1556' NH1556'REFERENCE MARK 1 IS 26 FEET WEST OF THE CENTERLINE OF THE NH1556'ROAD, 2 FEET EAST OF A FENCE, 64 FEET NORTH OF A TELEPHONE NH1556'POLE AND 6 FEET NORTH OF THE EXTENDED CENTERLINE OF THE FIELD NH1556'ENTRANCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED NH1556'BYERS NO 1 1935. NH1556' NH1556'REFERENCE MARK 2 IS 26 FEET WEST OF THE CENTERLINE OF THE ROAD, NH1556'2 FEET EAST OF A FENCE AND 73 FEET SOUTH OF A TELEPHONE POLE. NH1556'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BYERS NO NH1556'2 1935. NH1556' NH1556'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTERLINE OF THE NH1556'ROAD, 1 FOOT SOUTH OF A FENCE AND 1 FOOT SOUTH OF A METAL NH1556'WITNESS POST. THE MONUMENT PROJECTS 2 INCHES AND THE DISK NH1556'IS STAMPED BYERS 1935 AZIMUTH. NH1556' NH1556'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. NH1556' NH1556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 NH1556'MILES SOUTHEAST OF SHANNON. NH1556 NH1556 STATION RECOVERY (1970) NH1556 NH1556'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DEW) NH1556'BYERS 1935-1970-GOOD (NEW MARK). NH1556' NH1556'BYERS NO. 1 1935-GOOD. NH1556' NH1556'BYERS NO. 2 1935-GOOD. NH1556' NH1556'BYERS 1935 AZI. MK.-GOOD. NH1556' NH1556'NOTE--SINCE THE STATION AND REFERENCE MARKS WERE RECOVERED NH1556'THIS YEAR, WE DIDNT BOTHER WITH THE DESCRIPTIONS. NH1556 NH1556 STATION RECOVERY (1970) NH1556 NH1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 NH1556'RECOVERED IN GOOD CONDITION. NH1556 NH1556 STATION RECOVERY (1990) NH1556 NH1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 NH1556'STATION MARK RECOVERED IN GOOD CONDITION. OTHER MARKS NOT SEARCHED NH1556'FOR. STATION IS LOCATED IN A WEED STRIP BETWEEN A GRAVEL ROAD AND A NH1556'CULTIVATED FIELD, ON THE WEST EDGE OF SECTION 32, T 25 N, R 7 E, ON NH1556'ROAD RIGHT-OF-WAY. OWNERSHIP--DEPARTMENT OF TRANSPORTATION. NH1556'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 72 WEST (ABOUT 8 NH1556'KM (5.0 MI) EAST OF SHANNON), GO SOUTH ON HIGHWAYS 26 AND 72 FOR 1.53 NH1556'KM (0.95 MI) TO A FORK JUST PAST A RAILROAD OVERPASS. KEEP RIGHT, NH1556'SOUTH, ON FREEPORT ROAD FOR 1.60 KM (0.99 MI) TO A PAVED CROSSROAD. NH1556'TURN RIGHT, WEST, ON WHITE OAK ROAD FOR 8.08 KM (5.02 MI) TO A GRAVEL NH1556'CROSSROAD. TURN LEFT, SOUTH, ON GRAVEL ROAD FOR 0.91 KM (0.57 MI) TO NH1556'THE STATION ON THE LEFT. NH1556'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST NH1556'PROJECTING 5 CM. IT IS ABOUT 100 M (328.1 FT) SOUTH-SOUTHEAST OF A NH1556'SMALL RADIO TOWER, 42.5 M (139.4 FT) NORTH OF A DIM FIELD ENTRANCE, NH1556'8.2 M (26.9 FT) EAST OF, AND LEVEL WITH THE ROAD CENTER, 18.0 M NH1556'(59.1 FT) NORTHEAST OF A UTILITY POLE ACROSS ROAD, 0.3 M (1.0 FT) NH1556'SOUTH OF A METAL WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A NH1556'FIBERGLASS WITNESS POST. NH1556 NH1556 STATION RECOVERY (1996) NH1556 NH1556'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR) NH1556'RECOVERED AS DESCRIBED. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE NH1556'73 AND U.S. ROUTE 52/ILLINOIS ROUTE 64, PROCEED EAST ON U.S. ROUTE NH1556'52/ILLINOIS ROUTE 64 FOR APPROXIMENTLY 4.5 MI (7.2 KM) TO THE JUNCTION NH1556'OF U.S. ROUTE 52/ILLINOIS ROUTE 64 AND SHANNON RTE, TURN LEFT (NORTH) NH1556'ON SHANNON RTE AND PROCEED FOR APPROXIMENTLY 1.0 MI (1.6 KM) TO THE NH1556'JUNCTION OF SHANNON RTE AND LOCUST ROAD, TURN RIGHT (EAST) ON LOCUST NH1556'ROAD AND PROCEED FOR APPROXIMENTLY 1.0 MI (1.6 KM) TO THE JUNCTION OF NH1556'LOCUST ROAD AND GRANGE ROAD, TURN LEFT (NORTH) ON GRANGE ROAD AND NH1556'PROCEED FOR APPROXIMENTLY 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT NH1556'(EAST) SIDE OF GRANGE ROAD. NOTES--THE STATION TIES WERE RECOVERED IN NH1556'GOOD CONDITION. NH1556 NH1556 STATION RECOVERY (2001) NH1556 NH1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH1556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH1556 NH1556 STATION RECOVERY (2003) NH1556 NH1556'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH1556'RM 1 AND RM2 WERE NOT FOUND. THE AZIMUTH WAS FOUND AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0158 *********************************************************************** NJ0158 DESIGNATION - C 272 NJ0158 PID - NJ0158 NJ0158 STATE/COUNTY- IL/CARROLL NJ0158 USGS QUAD - WACKER (1985) NJ0158 NJ0158 *CURRENT SURVEY CONTROL NJ0158 ___________________________________________________________________ NJ0158* NAD 83(1986)- 42 04 51. (N) 090 01 34. (W) SCALED NJ0158* NAVD 88 - 220.006 (meters) 721.80 (feet) ADJUSTED NJ0158 ___________________________________________________________________ NJ0158 GEOID HEIGHT- -33.03 (meters) GEOID99 NJ0158 DYNAMIC HT - 219.929 (meters) 721.55 (feet) COMP NJ0158 MODELED GRAV- 980,269.3 (mgal) NAVD 88 NJ0158 NJ0158 VERT ORDER - FIRST CLASS I NJ0158 NJ0158.The horizontal coordinates were scaled from a topographic map and have NJ0158.an estimated accuracy of +/- 6 seconds. NJ0158 NJ0158.The orthometric height was determined by differential leveling NJ0158.and adjusted by the National Geodetic Survey in June 1991. NJ0158 NJ0158.The geoid height was determined by GEOID99. NJ0158 NJ0158.The dynamic height is computed by dividing the NAVD 88 NJ0158.geopotential number by the normal gravity value computed on the NJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0158.degrees latitude (g = 980.6199 gals.). NJ0158 NJ0158.The modeled gravity was interpolated from observed gravity values. NJ0158 NJ0158; North East Units Estimated Accuracy NJ0158;SPC IL W - 601,070. 711,630. MT (+/- 180 meters Scaled) NJ0158 NJ0158 SUPERSEDED SURVEY CONTROL NJ0158 NJ0158 NGVD 29 (??/??/92) 220.038 (m) 721.91 (f) ADJ UNCH 1 1 NJ0158 NJ0158.Superseded values are not recommended for survey control. NJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0158.See file dsdata.txt to determine how the superseded data were derived. NJ0158 NJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG459630(NAD 83) NJ0158_MARKER: DB = BENCH MARK DISK NJ0158_SETTING: 36 = ABUTMENT NJ0158_STAMPING: C 272 1970 NJ0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NJ0158 NJ0158 HISTORY - Date Condition Report By NJ0158 HISTORY - 1970 MONUMENTED NGS NJ0158 HISTORY - 1987 GOOD USPSQD NJ0158 HISTORY - 19950515 GOOD USPSQD NJ0158 HISTORY - 20011203 GOOD NGS NJ0158 HISTORY - 20030923 GOOD USPSQD NJ0158 NJ0158 STATION DESCRIPTION NJ0158 NJ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0158'3.7 MI SW FROM MT CARROLL. NJ0158'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE NJ0158'AT MT. CARROLL, THENCE 2.7 MILES WEST ALONG U.S. HIGHWAY 52, NJ0158'24.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE NJ0158'TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A 40-FOOT NJ0158'HIGHWAY BRIDGE OVER A CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF NJ0158'THE HIGHWAY. SECTION 10, T24N, R4E. NJ0158 NJ0158 STATION RECOVERY (1987) NJ0158 NJ0158'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NJ0158'RECOVERED IN GOOD CONDITION. NJ0158 NJ0158 STATION RECOVERY (1995) NJ0158 NJ0158'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0158'RECOVERED IN GOOD CONDITION. NJ0158 NJ0158 STATION RECOVERY (2001) NJ0158 NJ0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0158'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0158 NJ0158 STATION RECOVERY (2003) NJ0158 NJ0158'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0158'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0698 *********************************************************************** NH0698 DESIGNATION - C 273 NH0698 PID - NH0698 NH0698 STATE/COUNTY- IL/CARROLL NH0698 USGS QUAD - MT CARROLL (1985) NH0698 NH0698 *CURRENT SURVEY CONTROL NH0698 ___________________________________________________________________ NH0698* NAD 83(1986)- 42 05 03. (N) 089 58 40. (W) SCALED NH0698* NAVD 88 - 246.940 (meters) 810.17 (feet) ADJUSTED NH0698 ___________________________________________________________________ NH0698 GEOID HEIGHT- -33.01 (meters) GEOID99 NH0698 DYNAMIC HT - 246.856 (meters) 809.89 (feet) COMP NH0698 MODELED GRAV- 980,273.0 (mgal) NAVD 88 NH0698 NH0698 VERT ORDER - FIRST CLASS I NH0698 NH0698.The horizontal coordinates were scaled from a topographic map and have NH0698.an estimated accuracy of +/- 6 seconds. NH0698 NH0698.The orthometric height was determined by differential leveling NH0698.and adjusted by the National Geodetic Survey in June 1991. NH0698 NH0698.The geoid height was determined by GEOID99. NH0698 NH0698.The dynamic height is computed by dividing the NAVD 88 NH0698.geopotential number by the normal gravity value computed on the NH0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0698.degrees latitude (g = 980.6199 gals.). NH0698 NH0698.The modeled gravity was interpolated from observed gravity values. NH0698 NH0698; North East Units Estimated Accuracy NH0698;SPC IL W - 601,450. 715,630. MT (+/- 180 meters Scaled) NH0698 NH0698 SUPERSEDED SURVEY CONTROL NH0698 NH0698 NGVD 29 (??/??/92) 246.972 (m) 810.27 (f) ADJ UNCH 1 1 NH0698 NH0698.Superseded values are not recommended for survey control. NH0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0698.See file dsdata.txt to determine how the superseded data were derived. NH0698 NH0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM537634(NAD 83) NH0698_MARKER: DB = BENCH MARK DISK NH0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) NH0698_STAMPING: C 273 1970 NH0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NH0698 NH0698 HISTORY - Date Condition Report By NH0698 HISTORY - 1970 MONUMENTED NGS NH0698 HISTORY - 1987 MARK NOT FOUND USPSQD NH0698 HISTORY - 19950515 GOOD USPSQD NH0698 HISTORY - 20011203 GOOD NGS NH0698 HISTORY - 20031002 MARK NOT FOUND USPSQD NH0698 NH0698 STATION DESCRIPTION NH0698 NH0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0698'1.2 MI S FROM MT CARROLL. NH0698'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE NH0698'AT MT. CARROLL, 59 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, NH0698'52 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF NH0698'TRACKS OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, NH0698'3 FEET NORTHWEST OF A POWER POLE, 1.7 FEET NORTHWEST OF THE NH0698'SOUTH CORNER OF A FENCE WHICH SURROUNDS A GROUP OF TRANSFORMERS, NH0698'1.3 FEET SOUTHWEST OF THE FENCE, ABOUT 15 FEET ABOVE THE LEVEL NH0698'OF THE HIGHWAY, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, NH0698'AND ON TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT NH0698'A DEPTH OF 47 FEET AND IS ENCASED IN A 3 1/2-INCH IRON PIPE NH0698'PROJECTING 1 INCH. SECTION 12, T24N, R4E. NH0698 NH0698 STATION RECOVERY (1987) NH0698 NH0698'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0698'MARK NOT FOUND. NH0698 NH0698 STATION RECOVERY (1995) NH0698 NH0698'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0698'RECOVERED IN GOOD CONDITION. NH0698 NH0698 STATION RECOVERY (2001) NH0698 NH0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0698'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0698 NH0698 STATION RECOVERY (2003) NH0698 NH0698'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0698'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2964 *********************************************************************** AH2964 DESIGNATION - CAR40 1A AH2964 PID - AH2964 AH2964 STATE/COUNTY- IL/CARROLL AH2964 USGS QUAD - LANARK (1985) AH2964 AH2964 *CURRENT SURVEY CONTROL AH2964 ___________________________________________________________________ AH2964* NAD 83(1997)- 42 00 34.75060(N) 089 49 19.95955(W) ADJUSTED AH2964* NAVD 88 - 241.1 (meters) 791. (feet) GPS OBS AH2964 ___________________________________________________________________ AH2964 X - 14,728.185 (meters) COMP AH2964 Y - -4,746,413.385 (meters) COMP AH2964 Z - 4,246,539.964 (meters) COMP AH2964 LAPLACE CORR- 0.98 (seconds) DEFLEC99 AH2964 ELLIP HEIGHT- 208.29 (meters) (09/15/98) GPS OBS AH2964 GEOID HEIGHT- -32.89 (meters) GEOID99 AH2964 AH2964 HORZ ORDER - FIRST AH2964 ELLP ORDER - THIRD CLASS I AH2964 AH2964.The horizontal coordinates were established by GPS observations AH2964.and adjusted by the National Geodetic Survey in September 1998. AH2964 AH2964.The orthometric height was determined by GPS observations and a AH2964.high-resolution geoid model. AH2964 AH2964.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2964 AH2964.The Laplace correction was computed from DEFLEC99 derived deflections. AH2964 AH2964.The ellipsoidal height was determined by GPS observations AH2964.and is referenced to NAD 83. AH2964 AH2964.The geoid height was determined by GEOID99. AH2964 AH2964; North East Units Scale Converg. AH2964;SPC IL W - 593,212.104 728,532.442 MT 0.99995119 +0 13 49.9 AH2964;UTM 16 - 4,654,701.702 266,296.518 MT 1.00027211 -1 53 22.7 AH2964 AH2964: Primary Azimuth Mark Grid Az AH2964:SPC IL W - CAR40 1B 271 54 20.7 AH2964:UTM 16 - CAR40 1B 274 01 33.3 AH2964 AH2964|---------------------------------------------------------------------| AH2964| PID Reference Object Distance Geod. Az | AH2964| dddmmss.s | AH2964| AH2965 CAR40 1B APPROX. 0.7 KM 2720810.6 | AH2964|---------------------------------------------------------------------| AH2964 AH2964 SUPERSEDED SURVEY CONTROL AH2964 AH2964.No superseded survey control is available for this station. AH2964 AH2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6629754702(NAD 83) AH2964_MARKER: I = METAL ROD AH2964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2964_STAMPING: CAR40-1A AH2964_MARK LOGO: ILDT AH2964_PROJECTION: FLUSH AH2964_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2964+STABILITY: POSITION/ELEVATION WELL AH2964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2964+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2964_ROD/PIPE-DEPTH: 7.3 meters AH2964_SLEEVE-DEPTH : 0.9 meters AH2964 AH2964 HISTORY - Date Condition Report By AH2964 HISTORY - 1996 MONUMENTED SECI AH2964 HISTORY - 20011203 GOOD NGS AH2964 HISTORY - 20030923 GOOD USPSQD AH2964 AH2964 STATION DESCRIPTION AH2964 AH2964'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2964'STATION IS LOCATED APPROXIMATELY 3.6 MI (5.8 KM) EAST OF CHADWICK, 4.1 AH2964'MI (6.6 KM) NORTHEAST OF MILLEDGEVILLE IN THE SOUTHWEST 1/4 OF SECTION AH2964'5, T 23 N, R 6 E. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 40 AH2964'(FORMERLY ILLINOIS ROUT 88) AND ILLINOIS ROUTE 78, PROCEED SOUTH ALONG AH2964'ILLINOIS ROUTE 40 FOR APPROXIMATELY 11.4 MI (18.3 KM) TO THE STATION AH2964'LOCATED IN THE GRASS MERIDIAN AT THE INTERSECTION OF ILLINOIS ROUTE AH2964'40, EAST COOK ROAD, AND SOUTH BENSON ROAD. THE STATION IS LOCATED AH2964'53.9 FT (16.4 M) NORTHEAST OF THE CENTERLINE OF ILLINOIS ROUTE 40, AH2964'35.4 FT (10.8 M) SOUTH OF THE CENTERLINE OF EAST COOK ROAD, 219.8 FT AH2964'(67.0 M) WEST OF THE CENTERLINE OF SOUTH BENSON ROAD, 247.3 FT (75.4 AH2964'M) SOUTHEAST OF A CARROLL COUNTY MILE MARKER 7.52 SIGN, 469.3 FT AH2964'(143.0 M) NORTHWEST OF A CARROL COUNTY MILE MARKER 7.39 SIGN, 141.5 FT AH2964'(43.1 M) SOUTHWEST OF A CONCRETE R.O.W. MARKER, 140.9 FT (42.9 M) AH2964'SOUTHWEST OF A FENCE CORNER TO A FENCE THAT RUNS WEST AND NORTHEAST, AH2964'AND 1.2 FT (0.4 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST. AH2964'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK NAILS AH2964'WERE SET IN ALL WOOD PHYSICAL TIES. AH2964 AH2964 STATION RECOVERY (2001) AH2964 AH2964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2964'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2964 AH2964 STATION RECOVERY (2003) AH2964 AH2964'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2964'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2965 *********************************************************************** AH2965 DESIGNATION - CAR40 1B AH2965 PID - AH2965 AH2965 STATE/COUNTY- IL/CARROLL AH2965 USGS QUAD - LANARK (1985) AH2965 AH2965 *CURRENT SURVEY CONTROL AH2965 ___________________________________________________________________ AH2965* NAD 83(1997)- 42 00 35.61052(N) 089 49 50.91143(W) ADJUSTED AH2965* NAVD 88 - 238.7 (meters) 783. (feet) GPS OBS AH2965 ___________________________________________________________________ AH2965 X - 14,015.886 (meters) COMP AH2965 Y - -4,746,395.979 (meters) COMP AH2965 Z - 4,246,558.052 (meters) COMP AH2965 LAPLACE CORR- 1.08 (seconds) DEFLEC99 AH2965 ELLIP HEIGHT- 205.86 (meters) (09/15/98) GPS OBS AH2965 GEOID HEIGHT- -32.89 (meters) GEOID99 AH2965 AH2965 HORZ ORDER - FIRST AH2965 ELLP ORDER - THIRD CLASS I AH2965 AH2965.The horizontal coordinates were established by GPS observations AH2965.and adjusted by the National Geodetic Survey in September 1998. AH2965 AH2965.The orthometric height was determined by GPS observations and a AH2965.high-resolution geoid model. AH2965 AH2965.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2965 AH2965.The Laplace correction was computed from DEFLEC99 derived deflections. AH2965 AH2965.The ellipsoidal height was determined by GPS observations AH2965.and is referenced to NAD 83. AH2965 AH2965.The geoid height was determined by GEOID99. AH2965 AH2965; North East Units Scale Converg. AH2965;SPC IL W - 593,235.805 727,820.156 MT 0.99995070 +0 13 29.2 AH2965;UTM 16 - 4,654,751.754 265,585.367 MT 1.00027621 -1 53 43.5 AH2965 AH2965: Primary Azimuth Mark Grid Az AH2965:SPC IL W - CAR40 1A 091 54 20.7 AH2965:UTM 16 - CAR40 1A 094 01 33.4 AH2965 AH2965|---------------------------------------------------------------------| AH2965| PID Reference Object Distance Geod. Az | AH2965| dddmmss.s | AH2965| AH2964 CAR40 1A APPROX. 0.7 KM 0920749.9 | AH2965|---------------------------------------------------------------------| AH2965 AH2965 SUPERSEDED SURVEY CONTROL AH2965 AH2965.No superseded survey control is available for this station. AH2965 AH2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6558554752(NAD 83) AH2965_MARKER: I = METAL ROD AH2965_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2965_STAMPING: CAR40-1B AH2965_MARK LOGO: ILDT AH2965_PROJECTION: RECESSED 3 CENTIMETERS AH2965_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2965+STABILITY: POSITION/ELEVATION WELL AH2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2965+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2965_ROD/PIPE-DEPTH: 6.1 meters AH2965_SLEEVE-DEPTH : 0.9 meters AH2965 AH2965 HISTORY - Date Condition Report By AH2965 HISTORY - 1996 MONUMENTED SECI AH2965 HISTORY - 20011203 GOOD NGS AH2965 HISTORY - 20030923 GOOD USPSQD AH2965 AH2965 STATION DESCRIPTION AH2965 AH2965'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2965'STATION IS LOCATED APPROXIMATELY 3.1 MI (5.0 KM) EAST OF CHADWICK, 4.4 AH2965'MI (7.1 KM) NORTHEAST OF MILLEDGEVILLE IN THE SOUTHEAST 1/4 OF SECTION AH2965'5, T 23 N, R 6 E. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 40 AH2965'(FORMERLY ILLINOIS ROUTE 88) AND ILLINOIS ROUTE 78, PROCEED SOUTH AH2965'ALONG ILLINOIS ROUTE 40 FOR APPROXIMATELY 10.95 MI (17.62 KM) TO THE AH2965'STATION LOCATED ON THE LEFT (NORTH) SIDE OF ILLINOIS ROUTE 40, JUST AH2965'WEST OF A FIELD ENTRANCE AND NEAR MILE MARKER 7.93. THE STATION IS AH2965'LOCATED 31.8 FT (9.7 M) NORTH OF THE CENTERLINE OF ILLINOIS ROUTE 40, AH2965'30 FT (9.1 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 42.6 FT (13.0 M) AH2965'WEST OF A FENCE CORNER ON THE EAST SIDE OF THE FIELD ENTRANCE TO A AH2965'FENCE THAT RUNS EAST, 57.8 FT (17.6 M) EAST OF A FENCE CORNER TO A AH2965'FENCE THAT RUNS EAST, WEST, AND NORTH, 68.3 FT (20.8 M) SOUTHEAST OF A AH2965'WOOD FENCE POST (4TH POST NORTH OF THE CORNER POST) , +/- 375 FT AH2965'(114.3 M) EAST OF A CARROLL COUNTY MILE MARKER 8, 2.5 FT (0.8 M) SOUTH AH2965'OF THE EAST-WEST FENCE LINE, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE AH2965'FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS THROUGH A AH2965'6-INCH LOGO CAP. PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES. AH2965 AH2965 STATION RECOVERY (2001) AH2965 AH2965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2965'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2965 AH2965 STATION RECOVERY (2003) AH2965 AH2965'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2965'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2970 *********************************************************************** AH2970 DESIGNATION - CAR64 1A AH2970 PID - AH2970 AH2970 STATE/COUNTY- IL/CARROLL AH2970 USGS QUAD - WACKER (1985) AH2970 AH2970 *CURRENT SURVEY CONTROL AH2970 ___________________________________________________________________ AH2970* NAD 83(1997)- 42 05 57.43679(N) 090 07 26.20959(W) ADJUSTED AH2970* NAVD 88 - 190.5 (meters) 625. (feet) GPS OBS AH2970 ___________________________________________________________________ AH2970 X - -10,253.378 (meters) COMP AH2970 Y - -4,739,718.184 (meters) COMP AH2970 Z - 4,253,898.629 (meters) COMP AH2970 LAPLACE CORR- -0.58 (seconds) DEFLEC99 AH2970 ELLIP HEIGHT- 157.42 (meters) (09/15/98) GPS OBS AH2970 GEOID HEIGHT- -33.05 (meters) GEOID99 AH2970 AH2970 HORZ ORDER - FIRST AH2970 ELLP ORDER - THIRD CLASS I AH2970 AH2970.The horizontal coordinates were established by GPS observations AH2970.and adjusted by the National Geodetic Survey in September 1998. AH2970 AH2970.The orthometric height was determined by GPS observations and a AH2970.high-resolution geoid model. AH2970 AH2970.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2970 AH2970.The Laplace correction was computed from DEFLEC99 derived deflections. AH2970 AH2970.The ellipsoidal height was determined by GPS observations AH2970.and is referenced to NAD 83. AH2970 AH2970.The geoid height was determined by GEOID99. AH2970 AH2970; North East Units Scale Converg. AH2970;SPC IL W - 603,111.156 703,533.633 MT 0.99994133 +0 01 43.1 AH2970;UTM 15 - 4,664,803.696 737,827.495 MT 1.00029603 +1 55 44.6 AH2970 AH2970: Primary Azimuth Mark Grid Az AH2970:SPC IL W - CAR64 1B 088 37 39.5 AH2970:UTM 15 - CAR64 1B 086 43 38.0 AH2970 AH2970|---------------------------------------------------------------------| AH2970| PID Reference Object Distance Geod. Az | AH2970| dddmmss.s | AH2970| AH2971 CAR64 1B APPROX. 0.8 KM 0883922.6 | AH2970| NJ0173 K 272 267.675 METERS 24507 | AH2970|---------------------------------------------------------------------| AH2970 AH2970 SUPERSEDED SURVEY CONTROL AH2970 AH2970.No superseded survey control is available for this station. AH2970 AH2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3782764804(NAD 83) AH2970_MARKER: I = METAL ROD AH2970_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2970_STAMPING: CAR64-1A AH2970_MARK LOGO: ILDT AH2970_PROJECTION: FLUSH AH2970_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2970+STABILITY: POSITION/ELEVATION WELL AH2970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2970+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2970_ROD/PIPE-DEPTH: 4.9 meters AH2970_SLEEVE-DEPTH : 0.9 meters AH2970 AH2970 HISTORY - Date Condition Report By AH2970 HISTORY - 1996 MONUMENTED SECI AH2970 HISTORY - 20011203 GOOD NGS AH2970 HISTORY - 20030923 GOOD USPSQD AH2970 AH2970 STATION DESCRIPTION AH2970 AH2970'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2970'STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) NORTHEAST OF SAVANNA, AH2970'7.4 MI (11.9 KM) WEST OF MT. CARROLL IN THE SOUTHWEST 1/4 OF SECTION AH2970'2, T 24 N, R 3 E. THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF AH2970'SAVANNA, IN BETWEEN ILLINOIS ROUTE 64 AND OLD MILL PARK, 44.4 FT (13.5 AH2970'M) NORTH OF THE CENTERLINE OF ILLINOIS ROUTE 64, 108 FT (32.9 M) EAST AH2970'OF THE CENTER OF THE ENTRANCE TO OLD MILL PARK, 30 FT (9.1 M) SOUTH OF AH2970'A ONE LANE ROAD IN OLD MILL PARK, 85.2 FT (26.0 M) SOUTHEAST OF A AH2970'POWER POLE NEAR THE NORTHEAST CORNER OF THE PARK ENTRANCE AND ILLINOIS AH2970'ROUTE 64, 51.8 FT (15.8 M) SOUTHEAST OF A CONCRETE R.O.W. MARKER, 22 AH2970'FT (6.7 M) SOUTH OF A FENCE BETWEEN THE ROAD R.O.W. AND OLD MILL AH2970'PARK, 133.7 FT (40.8 M) WEST OF A CONCRETE R.O.W. MARKER, 79 FT (24.1 AH2970'M) SOUTHWEST OF A LIGHT POLE TO THE BASEBALL DIAMOND, 85.1 FT (25.9 M) AH2970'SOUTHWEST OF A FLAGPOLE, AND 1.5 FT (0.5 M) SOUTH OF AN ORANGE AH2970'FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS THROUGH A AH2970'6-INCH LOGO CAP. PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES. AH2970 AH2970 STATION RECOVERY (2001) AH2970 AH2970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2970'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2970 AH2970 STATION RECOVERY (2003) AH2970 AH2970'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2970'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2971 *********************************************************************** AH2971 DESIGNATION - CAR64 1B AH2971 PID - AH2971 AH2971 STATE/COUNTY- IL/CARROLL AH2971 USGS QUAD - WACKER (1985) AH2971 AH2971 *CURRENT SURVEY CONTROL AH2971 ___________________________________________________________________ AH2971* NAD 83(1997)- 42 05 58.05774(N) 090 06 50.57610(W) ADJUSTED AH2971* NAVD 88 - 192.7 (meters) 632. (feet) GPS OBS AH2971 ___________________________________________________________________ AH2971 X - -9,434.541 (meters) COMP AH2971 Y - -4,739,708.680 (meters) COMP AH2971 Z - 4,253,914.326 (meters) COMP AH2971 LAPLACE CORR- -0.41 (seconds) DEFLEC99 AH2971 ELLIP HEIGHT- 159.63 (meters) (09/15/98) GPS OBS AH2971 GEOID HEIGHT- -33.06 (meters) GEOID99 AH2971 AH2971 HORZ ORDER - FIRST AH2971 ELLP ORDER - THIRD CLASS I AH2971 AH2971.The horizontal coordinates were established by GPS observations AH2971.and adjusted by the National Geodetic Survey in September 1998. AH2971 AH2971.The orthometric height was determined by GPS observations and a AH2971.high-resolution geoid model. AH2971 AH2971.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2971 AH2971.The Laplace correction was computed from DEFLEC99 derived deflections. AH2971 AH2971.The ellipsoidal height was determined by GPS observations AH2971.and is referenced to NAD 83. AH2971 AH2971.The geoid height was determined by GEOID99. AH2971 AH2971; North East Units Scale Converg. AH2971;SPC IL W - 603,130.770 704,352.369 MT 0.99994141 +0 02 07.0 AH2971;UTM 15 - 4,664,850.468 738,645.423 MT 1.00030083 +1 56 08.6 AH2971 AH2971: Primary Azimuth Mark Grid Az AH2971:SPC IL W - CAR64 1A 268 37 39.5 AH2971:UTM 15 - CAR64 1A 266 43 37.9 AH2971 AH2971|---------------------------------------------------------------------| AH2971| PID Reference Object Distance Geod. Az | AH2971| dddmmss.s | AH2971| AH2970 CAR64 1A APPROX. 0.8 KM 2683946.5 | AH2971|---------------------------------------------------------------------| AH2971 AH2971 SUPERSEDED SURVEY CONTROL AH2971 AH2971.No superseded survey control is available for this station. AH2971 AH2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3864564850(NAD 83) AH2971_MARKER: I = METAL ROD AH2971_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2971_STAMPING: CAR64-1B AH2971_MARK LOGO: ILDT AH2971_PROJECTION: RECESSED 3 CENTIMETERS AH2971_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2971+STABILITY: POSITION/ELEVATION WELL AH2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2971+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2971_ROD/PIPE-DEPTH: 4.9 meters AH2971_SLEEVE-DEPTH : 0.9 meters AH2971 AH2971 HISTORY - Date Condition Report By AH2971 HISTORY - 1996 MONUMENTED SECI AH2971 HISTORY - 20011203 GOOD NGS AH2971 HISTORY - 20030923 GOOD USPSQD AH2971 AH2971 STATION DESCRIPTION AH2971 AH2971'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2971'STATION IS LOCATED APPROXIMATELY 1.4 MI (2.3 KM) NORTHEAST OF SAVANNA, AH2971'6.8 MI (10.9 KM) WEST OF MT. CARROLL IN THE SOUTHWEST 1/4 OF SECTION AH2971'1, T 24 N, R 3 E. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64 AND AH2971'ILLINOIS ROUTE 84 (SOUTH) IN THE SOUTHWEST CORNER OF SAVANNA, PROCEED AH2971'EAST ALONG ILLINOIS ROUTE 64 FOR APPROXIMATELY 1.4 MI (2.3 KM) TO THE AH2971'STATION LOCATED ON THE LEFT (NORTH) SIDE OF ILLINOIS ROUTE 64 NEAR AH2971'MILE MARKER 3.48. THE STATION IS LOCATED 58.9 FT (18.0 M) NORTH OF AH2971'THE CENTERLINE OF ILLINOIS ROUTE 64, 310 FT (94.5 M) EAST OF THE AH2971'CENTER OF SCENIC BLUFF ROAD, 227.6 FT (69.4 M) SOUTHEAST OF A FENCE AH2971'CORNER TO A FENCE THAT RUNS EAST AND NORTHWEST, 227.2 FT (69.3 M) AH2971'SOUTHEAST OF A CONCRETE R.O.W. MARKER NEAR THE FENCE CORNER, 230.6 FT AH2971'(70.3 M) NORTHEAST OF NGS VERTICAL STATION H 272 1970 LOCATED ON AH2971'CENTER OF THE NORTH HEADWALL OF A BOX CULVERT UNDER ILLINOIS ROUTE 64, AH2971'250.6 FT (76.4 M) NORTHEAST OF A CONCRETE R.O.W. MARKER, 136.4 FT AH2971'(41.6 M) NORTHWEST OF THE CENTER OF A CONCRETE HEADWALL AROUND A AH2971'CORRUGATED METAL PIPE, 153.9 FT (46.9 M) NORTHWEST OF THE CENTER OF AH2971'THE BACK OF CURB OF AN INLET ON THE NORTH SIDE OF ILLINOIS ROUTE 64, AH2971'AND 1.2 FT (0.4 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. AH2971'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK NAILS AH2971'WERE SET IN ALL WOOD PHYSICAL TIES. AH2971 AH2971 STATION RECOVERY (2001) AH2971 AH2971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2971'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2971 AH2971 STATION RECOVERY (2003) AH2971 AH2971'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2971'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2972 *********************************************************************** AH2972 DESIGNATION - CAR64 2A AH2972 PID - AH2972 AH2972 STATE/COUNTY- IL/CARROLL AH2972 USGS QUAD - MT CARROLL (1985) AH2972 AH2972 *CURRENT SURVEY CONTROL AH2972 ___________________________________________________________________ AH2972* NAD 83(1997)- 42 05 23.17915(N) 089 58 00.71840(W) ADJUSTED AH2972* NAVD 88 - 253.8 (meters) 833. (feet) GPS OBS AH2972 ___________________________________________________________________ AH2972 X - 2,741.392 (meters) COMP AH2972 Y - -4,740,484.079 (meters) COMP AH2972 Z - 4,253,156.749 (meters) COMP AH2972 LAPLACE CORR- 1.16 (seconds) DEFLEC99 AH2972 ELLIP HEIGHT- 220.78 (meters) (09/15/98) GPS OBS AH2972 GEOID HEIGHT- -33.01 (meters) GEOID99 AH2972 AH2972 HORZ ORDER - FIRST AH2972 ELLP ORDER - THIRD CLASS I AH2972 AH2972.The horizontal coordinates were established by GPS observations AH2972.and adjusted by the National Geodetic Survey in September 1998. AH2972 AH2972.The orthometric height was determined by GPS observations and a AH2972.high-resolution geoid model. AH2972 AH2972.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2972 AH2972.The Laplace correction was computed from DEFLEC99 derived deflections. AH2972 AH2972.The ellipsoidal height was determined by GPS observations AH2972.and is referenced to NAD 83. AH2972 AH2972.The geoid height was determined by GEOID99. AH2972 AH2972; North East Units Scale Converg. AH2972;SPC IL W - 602,072.661 716,529.363 MT 0.99994454 +0 08 02.1 AH2972;UTM 16 - 4,664,003.936 254,625.550 MT 1.00034091 -1 59 22.8 AH2972;UTM 15 - 4,664,196.483 750,855.624 MT 1.00037439 +2 02 02.9 AH2972 AH2972: Primary Azimuth Mark Grid Az AH2972:SPC IL W - CAR64 2B 046 57 22.3 AH2972:UTM 16 - CAR64 2B 049 04 47.2 AH2972:UTM 15 - CAR64 2B 045 03 21.5 AH2972 AH2972|---------------------------------------------------------------------| AH2972| PID Reference Object Distance Geod. Az | AH2972| dddmmss.s | AH2972| AH2973 CAR64 2B APPROX. 0.7 KM 0470524.4 | AH2972|---------------------------------------------------------------------| AH2972 AH2972 SUPERSEDED SURVEY CONTROL AH2972 AH2972.No superseded survey control is available for this station. AH2972 AH2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5462664004(NAD 83) AH2972_MARKER: I = METAL ROD AH2972_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2972_STAMPING: CAR64-2A AH2972_MARK LOGO: ILDT AH2972_PROJECTION: FLUSH AH2972_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2972+STABILITY: POSITION/ELEVATION WELL AH2972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2972+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2972_ROD/PIPE-DEPTH: 6.1 meters AH2972_SLEEVE-DEPTH : 0.9 meters AH2972 AH2972 HISTORY - Date Condition Report By AH2972 HISTORY - 1996 MONUMENTED SECI AH2972 HISTORY - 20011203 GOOD NGS AH2972 HISTORY - 20030923 GOOD USPSQD AH2972 AH2972 STATION DESCRIPTION AH2972 AH2972'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2972'STATION IS LOCATED APPROXIMATELY 0.8 MI (1.3 KM) SOUTHEAST OF MT. AH2972'CARROLL, 6.9 MI (11.1 KM) WEST OF LANARK IN THE NORTHEAST 1/4 OF AH2972'SECTION 7, T 24 N, R 5 E. TO REACH FROM THE JUNCTION OF ILLINOIS AH2972'ROUTE 64 AND ILLINOIS ROUTE 78, PROCEED EAST ALONG ILLINOIS ROUTE 64 AH2972'FOR APPROXIMATELY 0.55 MI (0.89 KM) TO THE STATION LOCATED ON THE AH2972'RIGHT (SOUTH) SIDE OF ILLINOIS ROUTE 64. THE STATION IS LOCATED 56.8 AH2972'FT (17.3 M) SOUTHEAST OF THE CENTERLINE OF ILLINOIS ROUTE 64, 370.6 FT AH2972'(113.0 M) EAST OF A POWER POLE, 227.68 SOUTHWEST OF A FENCE CORNER TO AH2972'A FENCE RUNING NORTHEAST, 163.95 FT (49.97 M) WEST OF A FOUND IRON BAR AH2972'WITH A CAP STAMPED VANDERSCHAAF IL RLS 2110, 161.5 FT (49.2 M) AH2972'NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY BUILDING, 175.6 FT AH2972'(53.5 M) NORTH OF THE SOUTHWEST CORNER OF A 1 STORY BUILDING, AND 1.7 AH2972'FT (0.5 M) NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST. AH2972'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK NAILS AH2972'WERE SET IN ALL WOOD PHYSICAL TIES. AH2972 AH2972 STATION RECOVERY (2001) AH2972 AH2972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2972'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2972 AH2972 STATION RECOVERY (2003) AH2972 AH2972'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2972'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2973 *********************************************************************** AH2973 DESIGNATION - CAR64 2B AH2973 PID - AH2973 AH2973 STATE/COUNTY- IL/CARROLL AH2973 USGS QUAD - MT CARROLL (1985) AH2973 AH2973 *CURRENT SURVEY CONTROL AH2973 ___________________________________________________________________ AH2973* NAD 83(1997)- 42 05 38.03574(N) 089 57 39.25944(W) ADJUSTED AH2973* NAVD 88 - 245.0 (meters) 804. (feet) GPS OBS AH2973 ___________________________________________________________________ AH2973 X - 3,234.358 (meters) COMP AH2973 Y - -4,740,169.998 (meters) COMP AH2973 Z - 4,253,491.052 (meters) COMP AH2973 LAPLACE CORR- 1.19 (seconds) DEFLEC99 AH2973 ELLIP HEIGHT- 212.03 (meters) (09/15/98) GPS OBS AH2973 GEOID HEIGHT- -33.01 (meters) GEOID99 AH2973 AH2973 HORZ ORDER - FIRST AH2973 ELLP ORDER - THIRD CLASS I AH2973 AH2973.The horizontal coordinates were established by GPS observations AH2973.and adjusted by the National Geodetic Survey in September 1998. AH2973 AH2973.The orthometric height was determined by GPS observations and a AH2973.high-resolution geoid model. AH2973 AH2973.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2973 AH2973.The Laplace correction was computed from DEFLEC99 derived deflections. AH2973 AH2973.The ellipsoidal height was determined by GPS observations AH2973.and is referenced to NAD 83. AH2973 AH2973.The geoid height was determined by GEOID99. AH2973 AH2973; North East Units Scale Converg. AH2973;SPC IL W - 602,532.192 717,021.395 MT 0.99994474 +0 08 16.6 AH2973;UTM 16 - 4,664,445.092 255,134.473 MT 1.00033784 -1 59 09.0 AH2973;UTM 15 - 4,664,672.282 751,332.352 MT 1.00037733 +2 02 17.9 AH2973 AH2973: Primary Azimuth Mark Grid Az AH2973:SPC IL W - CAR64 2A 226 57 22.2 AH2973:UTM 16 - CAR64 2A 229 04 47.8 AH2973:UTM 15 - CAR64 2A 225 03 20.9 AH2973 AH2973|---------------------------------------------------------------------| AH2973| PID Reference Object Distance Geod. Az | AH2973| dddmmss.s | AH2973| AH2972 CAR64 2A APPROX. 0.7 KM 2270538.8 | AH2973|---------------------------------------------------------------------| AH2973 AH2973 SUPERSEDED SURVEY CONTROL AH2973 AH2973.No superseded survey control is available for this station. AH2973 AH2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5513464445(NAD 83) AH2973_MARKER: I = METAL ROD AH2973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2973_STAMPING: CAR64-2B AH2973_MARK LOGO: ILDT AH2973_PROJECTION: FLUSH AH2973_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2973+STABILITY: POSITION/ELEVATION WELL AH2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2973+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2973_ROD/PIPE-DEPTH: 4.9 meters AH2973_SLEEVE-DEPTH : 0.9 meters AH2973 AH2973 HISTORY - Date Condition Report By AH2973 HISTORY - 1996 MONUMENTED SECI AH2973 HISTORY - 20011203 GOOD NGS AH2973 HISTORY - 20030923 GOOD USPSQD AH2973 AH2973 STATION DESCRIPTION AH2973 AH2973'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2973'STATION IS LOCATED APPROXIMATELY 0.9 MI (1.4 KM) SOUTHEAST OF MT. AH2973'CARROLL, 6.7 MI (10.8 KM) WEST OF LANARK IN THE NORTHEAST 1/4 OF AH2973'SECTION 7, T 24 N, R 5 E. TO REACH FROM THE JUNCTION OF ILLINOIS AH2973'ROUTE 64 AND ILLINOIS ROUTE 78, PROCEED EAST ALONG ILLINOIS ROUTE 64 AH2973'FOR APPROXIMATELY 1.0 MI (1.6 KM) TO THE STATION LOCATED ON THE LEFT AH2973'(NORTH) SIDE OF ILLINOIS ROUTE 64 AT THE NORTHWEST CORNER OF THE AH2973'INTERSECTION OF ILLINOIS ROUTE 64 AND BENTON STREET. THE STATION IS AH2973'LOCATED 74.7 FT (22.8 M) NORTH OF THE CENTERLINE OF ILLINOIS ROUTE 64, AH2973'126.4 FT (38.5 M) WEST OF THE CENTERLINE OF BENTON STREET, 550 FT AH2973'(167.6 M) NORTHEAST OF A CARROLL COUNTY MILE MARKER 12 SIGN, 103.6 FT AH2973'(31.6 M) WEST OF THE NORTHWEST CORNER OF A CONCRETE HEADWALL TO A AH2973'CULVERT UNDER BENTON STREET, 58.7 FT (17.9 M) SOUTHWEST OF A CONCRETE AH2973'R.O.W. MARKER, 108.7 FT (33.1 M) SOUTHWEST OF A POWER POLE, 18.2 FT AH2973'(5.5 M) SOUTH OF A LAND OF OZ SIGN, 6.3 FT (1.9 M) SOUTHEAST OF A AH2973'CONCRETE R.O.W. MARKER, AND 1.5 FT (0.5 M) SOUTH OF AN ORANGE AH2973'FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS THROUGH A AH2973'6-INCH LOGO CAP. PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES. AH2973 AH2973 STATION RECOVERY (2001) AH2973 AH2973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2973'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2973 AH2973 STATION RECOVERY (2003) AH2973 AH2973'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2973'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2974 *********************************************************************** AH2974 DESIGNATION - CAR64 3A AH2974 PID - AH2974 AH2974 STATE/COUNTY- IL/CARROLL AH2974 USGS QUAD - LANARK (1985) AH2974 AH2974 *CURRENT SURVEY CONTROL AH2974 ___________________________________________________________________ AH2974* NAD 83(1997)- 42 05 47.44768(N) 089 46 09.81286(W) ADJUSTED AH2974* NAVD 88 - 275.5 (meters) 904. (feet) GPS OBS AH2974 ___________________________________________________________________ AH2974 X - 19,077.785 (meters) COMP AH2974 Y - -4,739,960.720 (meters) COMP AH2974 Z - 4,253,727.044 (meters) COMP AH2974 LAPLACE CORR- 0.66 (seconds) DEFLEC99 AH2974 ELLIP HEIGHT- 242.61 (meters) (09/15/98) GPS OBS AH2974 GEOID HEIGHT- -32.93 (meters) GEOID99 AH2974 AH2974 HORZ ORDER - FIRST AH2974 ELLP ORDER - THIRD CLASS I AH2974 AH2974.The horizontal coordinates were established by GPS observations AH2974.and adjusted by the National Geodetic Survey in September 1998. AH2974 AH2974.The orthometric height was determined by GPS observations and a AH2974.high-resolution geoid model. AH2974 AH2974.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2974 AH2974.The Laplace correction was computed from DEFLEC99 derived deflections. AH2974 AH2974.The ellipsoidal height was determined by GPS observations AH2974.and is referenced to NAD 83. AH2974 AH2974.The geoid height was determined by GEOID99. AH2974 AH2974; North East Units Scale Converg. AH2974;SPC IL W - 602,878.462 732,862.781 MT 0.99995446 +0 15 58.8 AH2974;UTM 16 - 4,664,204.003 270,983.229 MT 1.00024541 -1 51 26.5 AH2974 AH2974: Primary Azimuth Mark Grid Az AH2974:SPC IL W - CAR64 3B 088 17 10.9 AH2974:UTM 16 - CAR64 3B 090 24 36.2 AH2974 AH2974|---------------------------------------------------------------------| AH2974| PID Reference Object Distance Geod. Az | AH2974| dddmmss.s | AH2974| AH2975 CAR64 3B APPROX. 0.9 KM 0883309.7 | AH2974|---------------------------------------------------------------------| AH2974 AH2974 SUPERSEDED SURVEY CONTROL AH2974 AH2974.No superseded survey control is available for this station. AH2974 AH2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7098364204(NAD 83) AH2974_MARKER: I = METAL ROD AH2974_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2974_STAMPING: CAR64-3A AH2974_MARK LOGO: ILDT AH2974_PROJECTION: FLUSH AH2974_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2974+STABILITY: POSITION/ELEVATION WELL AH2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2974+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003 AH2974_ROD/PIPE-DEPTH: 6.1 meters AH2974_SLEEVE-DEPTH : 0.9 meters AH2974 AH2974 HISTORY - Date Condition Report By AH2974 HISTORY - 1996 MONUMENTED SECI AH2974 HISTORY - 20011203 GOOD NGS AH2974 HISTORY - 20031004 GOOD USPSQD AH2974 AH2974 STATION DESCRIPTION AH2974 AH2974'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2974'STATION IS LOCATED APPROXIMATELY 3.3 MI (5.3 KM) EAST OF LANARK, 4.4 AH2974'MI (7.1 KM) SOUTHWEST OF SHANNON IN THE NORTHEAST 1/4 OF SECTION 11, T AH2974'24 N, R 6 E. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64 AND AH2974'ILLINOIS ROUTE 73, PROCEED EAST ALONG ILLINOIS ROUTE 64 FOR AH2974'APPROXIMATELY 3.25 MI (5.23 KM) TO THE STATION LOCATED ON THE RIGHT AH2974'(SOUTH) SIDE OF ILLINOIS ROUTE 64, 0.27 MI (0.43 KM) WEST OF MAPLE AH2974'GROVE ROAD AND NEAR CARROLL COUNTY MILE MARKER 22.02. THE STATION IS AH2974'LOCATED 26.3 FT (8.0 M) SOUTH OF THE CENTERLINE OF ILLINOIS ROUTE 64, AH2974'12.8 FT (3.9 M) EAST OF THE CENTER OF A FIELD ENTRANCE TO THE SOUTH, AH2974'104.7 FT (31.9 M) EAST OF A CARROLL COUNTY MILE MARKER 22.00, 30.9 FT AH2974'(9.4 M) NORTHEAST OF A FENCE CORNER TO A FENCE RUNNING WEST AND IS AH2974'LOCATED JUST WEST OF THE FIELD ENTRANCE TO THE SOUTH, 146.1 FT (44.5 AH2974'M) SOUTHEAST OF A POWER POLE, 59.7 FT (18.2 M) SOUTHEAST OF A POWER AH2974'POLE, 59.2 FT (18.0 M) SOUTHEAST OF A CONCRETE R.O.W. MARKER, 142.7 AH2974'FT (43.5 M) SOUTHWEST OF A POWER POLE, 8.0 FT (2.4 M) NORTHEAST OF A AH2974'CONCRETE R.O.W. MARKER, 7.9 FT (2.4 M) NORTH OF THE EAST-WEST FENCE AH2974'LINE, AND 1.7 FT (0.5 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST. AH2974'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK NAILS AH2974'WERE SET IN ALL WOOD PHYSICAL TIES. AH2974 AH2974 STATION RECOVERY (2001) AH2974 AH2974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2974'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2974 AH2974 STATION RECOVERY (2003) AH2974 AH2974'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2974'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2975 *********************************************************************** AH2975 DESIGNATION - CAR64 3B AH2975 PID - AH2975 AH2975 STATE/COUNTY- IL/CARROLL AH2975 USGS QUAD - LANARK (1985) AH2975 AH2975 *CURRENT SURVEY CONTROL AH2975 ___________________________________________________________________ AH2975* NAD 83(1997)- 42 05 48.17107(N) 089 45 31.27390(W) ADJUSTED AH2975* NAVD 88 - 277.0 (meters) 909. (feet) GPS OBS AH2975 ___________________________________________________________________ AH2975 X - 19,963.351 (meters) COMP AH2975 Y - -4,739,943.216 (meters) COMP AH2975 Z - 4,253,744.605 (meters) COMP AH2975 LAPLACE CORR- 0.62 (seconds) DEFLEC99 AH2975 ELLIP HEIGHT- 244.10 (meters) (09/15/98) GPS OBS AH2975 GEOID HEIGHT- -32.93 (meters) GEOID99 AH2975 AH2975 HORZ ORDER - FIRST AH2975 ELLP ORDER - THIRD CLASS I AH2975 AH2975.The horizontal coordinates were established by GPS observations AH2975.and adjusted by the National Geodetic Survey in September 1998. AH2975 AH2975.The orthometric height was determined by GPS observations and a AH2975.high-resolution geoid model. AH2975 AH2975.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2975 AH2975.The Laplace correction was computed from DEFLEC99 derived deflections. AH2975 AH2975.The ellipsoidal height was determined by GPS observations AH2975.and is referenced to NAD 83. AH2975 AH2975.The geoid height was determined by GEOID99. AH2975 AH2975; North East Units Scale Converg. AH2975;SPC IL W - 602,904.953 733,748.223 MT 0.99995519 +0 16 24.6 AH2975;UTM 16 - 4,664,197.661 271,869.300 MT 1.00024042 -1 51 00.6 AH2975 AH2975: Primary Azimuth Mark Grid Az AH2975:SPC IL W - CAR64 3A 268 17 10.9 AH2975:UTM 16 - CAR64 3A 270 24 36.1 AH2975 AH2975|---------------------------------------------------------------------| AH2975| PID Reference Object Distance Geod. Az | AH2975| dddmmss.s | AH2975| AH2974 CAR64 3A APPROX. 0.9 KM 2683335.5 | AH2975|---------------------------------------------------------------------| AH2975 AH2975 SUPERSEDED SURVEY CONTROL AH2975 AH2975.No superseded survey control is available for this station. AH2975 AH2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7186964198(NAD 83) AH2975_MARKER: I = METAL ROD AH2975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2975_STAMPING: CAR64-3B AH2975_MARK LOGO: ILDT AH2975_PROJECTION: FLUSH AH2975_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2975+STABILITY: POSITION/ELEVATION WELL AH2975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2975+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003 AH2975_ROD/PIPE-DEPTH: 3.7 meters AH2975_SLEEVE-DEPTH : 0.9 meters AH2975 AH2975 HISTORY - Date Condition Report By AH2975 HISTORY - 1996 MONUMENTED SECI AH2975 HISTORY - 20011203 GOOD NGS AH2975 HISTORY - 20031004 GOOD USPSQD AH2975 AH2975 STATION DESCRIPTION AH2975 AH2975'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2975'STATION IS LOCATED APPROXIMATELY 3.8 MI (6.1 KM) EAST OF LANARK, 4.0 AH2975'MI (6.4 KM) SOUTHWEST OF SHANNON IN THE SOUTHWEST 1/4 OF SECTION 1, T AH2975'24 N, R 6 E. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64 AND AH2975'ILLINOIS ROUTE 73, PROCEED EAST ALONG ILLINOIS ROUTE 64 FOR AH2975'APPROXIMATELY 3.8 MI (6.1 KM) TO THE STATION LOCATED ON THE LEFT AH2975'(NORTH) SIDE OF ILLINOIS ROUTE 64 NEAR CARROLL COUNTY MILE MARKER AH2975'22.57. THE STATION IS ALSO 0.25 MI (0.40 KM) EAST OF MAPLE GROVE AH2975'ROAD. THE STATION IS LOCATED 29.7 FT (9.1 M) NORTH OF THE CENTERLINE AH2975'OF ILLINOIS ROUTE 64, 51.1 FT (15.6 M) EAST OF A POWER POLE, 123.9 FT AH2975'(37.8 M) EST OF A POWER POLE, 41.7 FT (12.7 M) WEST OF A NO PASSING AH2975'ZONE SIGN, AND 1.8 FT (0.5 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS AH2975'POST. NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK AH2975'NAILS WERE SET IN ALL WOOD PHYSICAL TIES. AH2975 AH2975 STATION RECOVERY (2001) AH2975 AH2975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2975'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2975 AH2975 STATION RECOVERY (2003) AH2975 AH2975'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2975'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2976 *********************************************************************** AH2976 DESIGNATION - CAR73 1A AH2976 PID - AH2976 AH2976 STATE/COUNTY- IL/CARROLL AH2976 USGS QUAD - BOONE BRANCH (1985) AH2976 AH2976 *CURRENT SURVEY CONTROL AH2976 ___________________________________________________________________ AH2976* NAD 83(1997)- 42 09 55.87228(N) 089 49 26.57750(W) ADJUSTED AH2976* NAVD 88 - 273.4 (meters) 897. (feet) GPS OBS AH2976 ___________________________________________________________________ AH2976 X - 14,540.334 (meters) COMP AH2976 Y - -4,734,833.083 (meters) COMP AH2976 Z - 4,259,410.252 (meters) COMP AH2976 LAPLACE CORR- 0.78 (seconds) DEFLEC99 AH2976 ELLIP HEIGHT- 240.43 (meters) (09/15/98) GPS OBS AH2976 GEOID HEIGHT- -33.02 (meters) GEOID99 AH2976 AH2976 HORZ ORDER - FIRST AH2976 ELLP ORDER - THIRD CLASS I AH2976 AH2976.The horizontal coordinates were established by GPS observations AH2976.and adjusted by the National Geodetic Survey in September 1998. AH2976 AH2976.The orthometric height was determined by GPS observations and a AH2976.high-resolution geoid model. AH2976 AH2976.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2976 AH2976.The Laplace correction was computed from DEFLEC99 derived deflections. AH2976 AH2976.The ellipsoidal height was determined by GPS observations AH2976.and is referenced to NAD 83. AH2976 AH2976.The geoid height was determined by GEOID99. AH2976 AH2976; North East Units Scale Converg. AH2976;SPC IL W - 610,523.446 728,310.779 MT 0.99995103 +0 13 48.0 AH2976;UTM 16 - 4,672,014.905 266,716.548 MT 1.00026967 -1 53 47.6 AH2976 AH2976: Primary Azimuth Mark Grid Az AH2976:SPC IL W - CAR73 1B 357 33 46.4 AH2976:UTM 16 - CAR73 1B 359 41 22.0 AH2976 AH2976|---------------------------------------------------------------------| AH2976| PID Reference Object Distance Geod. Az | AH2976| dddmmss.s | AH2976| AH2977 CAR73 1B APPROX. 1.3 KM 3574734.4 | AH2976|---------------------------------------------------------------------| AH2976 AH2976 SUPERSEDED SURVEY CONTROL AH2976 AH2976.No superseded survey control is available for this station. AH2976 AH2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6671772015(NAD 83) AH2976_MARKER: I = METAL ROD AH2976_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2976_STAMPING: CAR73-1A AH2976_MARK LOGO: ILDT AH2976_PROJECTION: FLUSH AH2976_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2976+STABILITY: POSITION/ELEVATION WELL AH2976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2976+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003 AH2976_ROD/PIPE-DEPTH: 2.4 meters AH2976_SLEEVE-DEPTH : 0.9 meters AH2976 AH2976 HISTORY - Date Condition Report By AH2976 HISTORY - 1996 MONUMENTED SECI AH2976 HISTORY - 20011203 GOOD NGS AH2976 HISTORY - 20031004 GOOD USPSQD AH2976 AH2976 STATION DESCRIPTION AH2976 AH2976'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2976'STATION IS LOCATED APPROXIMATELY 4.4 MI (7.1 KM) NORTH OF LANARK, 4.3 AH2976'MI (6.9 KM) WEST OF SHANNON IN THE NORTHWEST 1/4 OF SECTION 16, T 25 AH2976'N, R 6 E. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 73 AND AH2976'ILLINOIS ROUTE 72, PROCEED NORTH ALONG ILLINOIS ROUTE 73 FOR AH2976'APPROXIMATELY 0.8 MI (1.3 KM) TO THE STATION LOCATED ON THE RIGHT AH2976'(EAST) SIDE OF ILLINOIS ROUTE 73 AT THE TOP OF THE ROADWAY CUT. THE AH2976'STATION IS ALSO 0.2 MI (0.3 KM) SOUTH OF PAYNE ROAD. THE STATION IS AH2976'LOCATED 37.0 FT (11.3 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 73, AH2976'113.0 FT (34.4 M) NORTHEAST OF A POWER POLE, 115.3 FT (35.1 M) AH2976'NORTHEAST OF A CONCRETE R.O.W. MARKER, 81.6 FT (24.9 M) NORTH OF A AH2976'POWER POLE, 87.3 FT (26.6 M) NORTH OF A CONCRETE R.O.W. MARKER, 66.2 AH2976'FT (20.2 M) SOUTH OF A POWER POLE, 83.4 FT (25.4 M) SOUTH OF A AH2976'CONCRETE R.O.W. MARKER, 446.2 FT (136.0 M) SOUTH OF A CARROLL COUNTY AH2976'MILE MARKER 5.00 SIGN, AND 1.4 FT (0.4 M) WEST OF AN ORANGE FIBERGLASS AH2976'WITNESS POST. NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO AH2976'CAP. PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES. AH2976 AH2976 STATION RECOVERY (2001) AH2976 AH2976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2976'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2976 AH2976 STATION RECOVERY (2003) AH2976 AH2976'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2976'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2977 *********************************************************************** AH2977 DESIGNATION - CAR73 1B AH2977 PID - AH2977 AH2977 STATE/COUNTY- IL/CARROLL AH2977 USGS QUAD - BOONE BRANCH (1985) AH2977 AH2977 *CURRENT SURVEY CONTROL AH2977 ___________________________________________________________________ AH2977* NAD 83(1997)- 42 10 38.62162(N) 089 49 28.79255(W) ADJUSTED AH2977* NAVD 88 - 286.1 (meters) 939. (feet) GPS OBS AH2977 ___________________________________________________________________ AH2977 X - 14,486.806 (meters) COMP AH2977 Y - -4,733,957.055 (meters) COMP AH2977 Z - 4,260,396.349 (meters) COMP AH2977 LAPLACE CORR- 0.78 (seconds) DEFLEC99 AH2977 ELLIP HEIGHT- 253.07 (meters) (09/15/98) GPS OBS AH2977 GEOID HEIGHT- -33.04 (meters) GEOID99 AH2977 AH2977 HORZ ORDER - FIRST AH2977 ELLP ORDER - THIRD CLASS I AH2977 AH2977.The horizontal coordinates were established by GPS observations AH2977.and adjusted by the National Geodetic Survey in September 1998. AH2977 AH2977.The orthometric height was determined by GPS observations and a AH2977.high-resolution geoid model. AH2977 AH2977.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2977 AH2977.The Laplace correction was computed from DEFLEC99 derived deflections. AH2977 AH2977.The ellipsoidal height was determined by GPS observations AH2977.and is referenced to NAD 83. AH2977 AH2977.The geoid height was determined by GEOID99. AH2977 AH2977; North East Units Scale Converg. AH2977;SPC IL W - 611,842.181 728,254.651 MT 0.99995100 +0 13 46.7 AH2977;UTM 16 - 4,673,335.236 266,709.397 MT 1.00026971 -1 53 50.7 AH2977 AH2977: Primary Azimuth Mark Grid Az AH2977:SPC IL W - CAR73 1A 177 33 46.2 AH2977:UTM 16 - CAR73 1A 179 41 23.6 AH2977 AH2977|---------------------------------------------------------------------| AH2977| PID Reference Object Distance Geod. Az | AH2977| dddmmss.s | AH2977| AH2976 CAR73 1A APPROX. 1.3 KM 1774732.9 | AH2977|---------------------------------------------------------------------| AH2977 AH2977 SUPERSEDED SURVEY CONTROL AH2977 AH2977.No superseded survey control is available for this station. AH2977 AH2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6670973335(NAD 83) AH2977_MARKER: I = METAL ROD AH2977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2977_STAMPING: CAR73-1B AH2977_MARK LOGO: ILDT AH2977_PROJECTION: FLUSH AH2977_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2977+STABILITY: POSITION/ELEVATION WELL AH2977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2977+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003 AH2977_ROD/PIPE-DEPTH: 2.4 meters AH2977_SLEEVE-DEPTH : 0.9 meters AH2977 AH2977 HISTORY - Date Condition Report By AH2977 HISTORY - 1996 MONUMENTED SECI AH2977 HISTORY - 20011203 GOOD NGS AH2977 HISTORY - 20031004 GOOD USPSQD AH2977 AH2977 STATION DESCRIPTION AH2977 AH2977'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2977'STATION IS LOCATED APPROXIMATELY 5.25 MI (8.45 KM) NORTH OF LANARK, AH2977'4.3 MI (6.9 KM) WEST OF SHANNON IN THE SOUTHEAST 1/4 OF SECTION 8, T AH2977'25 N, R 6 E. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 73 AND AH2977'ILLINOIS ROUTE 72, PROCEED NORTH ALONG ILLINOIS ROUTE 73 FOR AH2977'APPROXIMATELY 1.6 MI (2.6 KM) TO THE STATION LOCATED ON THE LEFT AH2977'(WEST) SIDE OF ILLINOIS ROUTE 73. THE STATION IS ALSO 0.6 MI (1.0 KM) AH2977'NORTH OF PAYNE ROAD. THE STATION IS LOCATED 40.5 FT (12.3 M) WEST OF AH2977'THE CENTERLINE OF ILLINOIS ROUTE 73, 388 FT (118.3 M) NORTH OF A AH2977'PRIVATE DRIVE TO THE WEST, 236.5 FT (72.1 M) NORTHWEST OF A POWER AH2977'POLE, 231.5 FT (70.6 M) SOUTHWEST OF A POWER POLE, 78.6 FT (24.0 M) AH2977'WEST OF A POWER POLE, 43.7 FT (13.3 M) NORTH OF A WARNING UNDERGROUND AH2977'TELEPHONE CABLE SIGN, 154.1 FT (47.0 M) NORTH OF A FENCE CORNER TO A AH2977'FENCE THAT RUNS NORTH, 2.5 FT (0.8 M) EAST OF THE NORTH-SOUTH FENCE AH2977'LINE, AND 2.0 FT (0.6 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST. AH2977'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK NAILS AH2977'WERE SET IN ALL WOOD PHYSICAL TIES. AH2977 AH2977 STATION RECOVERY (2001) AH2977 AH2977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2977'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2977 AH2977 STATION RECOVERY (2003) AH2977 AH2977'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2977'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2962 *********************************************************************** AH2962 DESIGNATION - CAR78 1A AH2962 PID - AH2962 AH2962 STATE/COUNTY- IL/CARROLL AH2962 USGS QUAD - FAIR HAVEN (1985) AH2962 AH2962 *CURRENT SURVEY CONTROL AH2962 ___________________________________________________________________ AH2962* NAD 83(1997)- 41 59 43.46068(N) 089 59 18.53616(W) ADJUSTED AH2962* NAVD 88 - 244.0 (meters) 801. (feet) GPS OBS AH2962 ___________________________________________________________________ AH2962 X - 954.353 (meters) COMP AH2962 Y - -4,747,497.129 (meters) COMP AH2962 Z - 4,245,365.770 (meters) COMP AH2962 LAPLACE CORR- 1.66 (seconds) DEFLEC99 AH2962 ELLIP HEIGHT- 211.00 (meters) (09/15/98) GPS OBS AH2962 GEOID HEIGHT- -32.99 (meters) GEOID99 AH2962 AH2962 HORZ ORDER - FIRST AH2962 ELLP ORDER - THIRD CLASS I AH2962 AH2962.The horizontal coordinates were established by GPS observations AH2962.and adjusted by the National Geodetic Survey in September 1998. AH2962 AH2962.The orthometric height was determined by GPS observations and a AH2962.high-resolution geoid model. AH2962 AH2962.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2962 AH2962.The Laplace correction was computed from DEFLEC99 derived deflections. AH2962 AH2962.The ellipsoidal height was determined by GPS observations AH2962.and is referenced to NAD 83. AH2962 AH2962.The geoid height was determined by GEOID99. AH2962 AH2962; North East Units Scale Converg. AH2962;SPC IL W - 591,587.672 714,762.909 MT 0.99994386 +0 07 09.2 AH2962;UTM 16 - 4,653,587.332 252,471.268 MT 1.00035400 -2 00 01.9 AH2962;UTM 15 - 4,653,654.241 749,436.890 MT 1.00036567 +2 00 57.4 AH2962 AH2962: Primary Azimuth Mark Grid Az AH2962:SPC IL W - CAR78 1B 002 04 51.1 AH2962:UTM 16 - CAR78 1B 004 12 02.2 AH2962:UTM 15 - CAR78 1B 000 11 02.9 AH2962 AH2962|---------------------------------------------------------------------| AH2962| PID Reference Object Distance Geod. Az | AH2962| dddmmss.s | AH2962| AH2963 CAR78 1B APPROX. 0.6 KM 0021200.3 | AH2962|---------------------------------------------------------------------| AH2962 AH2962 SUPERSEDED SURVEY CONTROL AH2962 AH2962.No superseded survey control is available for this station. AH2962 AH2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5247153587(NAD 83) AH2962_MARKER: I = METAL ROD AH2962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2962_STAMPING: CAR78-1A AH2962_MARK LOGO: ILDT AH2962_PROJECTION: RECESSED 5 CENTIMETERS AH2962_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2962+STABILITY: POSITION/ELEVATION WELL AH2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2962+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2962_ROD/PIPE-DEPTH: 3.7 meters AH2962_SLEEVE-DEPTH : 0.9 meters AH2962 AH2962 HISTORY - Date Condition Report By AH2962 HISTORY - 1996 MONUMENTED SECI AH2962 HISTORY - 20011203 GOOD NGS AH2962 HISTORY - 20030923 GOOD USPSQD AH2962 AH2962 STATION DESCRIPTION AH2962 AH2962'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2962'STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) SOUTHEAST OF ARGO, AH2962'5.3 MI (8.5 KM) SOUTHWEST OF CHADWICK, 6.2 MI (10.0 KM) NORTHEAST OF AH2962'HOMSON, 7.0 MI (11.3 KM) SOUTH OF MT. CARROL IN THE SOUTHWEST 1/4 OF AH2962'SECTION 12, T 23 N, R 4 E. TO REACH FROM THE JUNCTION OF ILLINOIS AH2962'ROUTE 78 AND U.S. ROUTE 30, PROCEED NORTH ALONG ILLINOIS ROUTE 78 FOR AH2962'APPROXIMATELY 12.0 MI (19.3 KM) TO THE STATION LOCATED 0.55 MI (0.89 AH2962'KM) SOUTH OF THE INTERSECTION OF ILLINOIS ROUTE 78 AND ARGO-FAY ROAD AH2962'ON THE LEFT (WEST) SIDE OF ILLINOIS ROUTE 78. THE STATION IS LOCATED AH2962'38.4 FT (11.7 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 78, 39 FT AH2962'(11.9 M) SOUTH OF A GRASS FIELD ENTRANCE TO THE WEST, 127.7 FT (38.9 AH2962'M) NORTHWEST OF A POWER POLE, 124.5 FT (37.9 M) SOUTHWEST OF A POWER AH2962'POLE, AND 1.8 FT (0.5 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST. AH2962'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK NAILS AH2962'WERE SET IN ALL WOOD PHYSICAL TIES. AH2962 AH2962 STATION RECOVERY (2001) AH2962 AH2962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2962'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2962 AH2962 STATION RECOVERY (2003) AH2962 AH2962'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2962'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2963 *********************************************************************** AH2963 DESIGNATION - CAR78 1B AH2963 PID - AH2963 AH2963 STATE/COUNTY- IL/CARROLL AH2963 USGS QUAD - MT CARROLL (1985) AH2963 AH2963 *CURRENT SURVEY CONTROL AH2963 ___________________________________________________________________ AH2963* NAD 83(1997)- 42 00 03.74052(N) 089 59 17.49164(W) ADJUSTED AH2963* NAVD 88 - 212.9 (meters) 698. (feet) GPS OBS AH2963 ___________________________________________________________________ AH2963 X - 978.303 (meters) COMP AH2963 Y - -4,747,055.400 (meters) COMP AH2963 Z - 4,245,810.040 (meters) COMP AH2963 LAPLACE CORR- 1.66 (seconds) DEFLEC99 AH2963 ELLIP HEIGHT- 179.99 (meters) (09/15/98) GPS OBS AH2963 GEOID HEIGHT- -32.99 (meters) GEOID99 AH2963 AH2963 HORZ ORDER - FIRST AH2963 ELLP ORDER - THIRD CLASS I AH2963 AH2963.The horizontal coordinates were established by GPS observations AH2963.and adjusted by the National Geodetic Survey in September 1998. AH2963 AH2963.The orthometric height was determined by GPS observations and a AH2963.high-resolution geoid model. AH2963 AH2963.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2963 AH2963.The Laplace correction was computed from DEFLEC99 derived deflections. AH2963 AH2963.The ellipsoidal height was determined by GPS observations AH2963.and is referenced to NAD 83. AH2963 AH2963.The geoid height was determined by GEOID99. AH2963 AH2963; North East Units Scale Converg. AH2963;SPC IL W - 592,213.393 714,785.644 MT 0.99994387 +0 07 09.9 AH2963;UTM 16 - 4,654,212.040 252,517.151 MT 1.00035372 -2 00 02.0 AH2963;UTM 15 - 4,654,280.636 749,438.902 MT 1.00036568 +2 00 58.9 AH2963 AH2963: Primary Azimuth Mark Grid Az AH2963:SPC IL W - CAR78 1A 182 04 51.1 AH2963:UTM 16 - CAR78 1A 184 12 03.0 AH2963:UTM 15 - CAR78 1A 180 11 02.1 AH2963 AH2963|---------------------------------------------------------------------| AH2963| PID Reference Object Distance Geod. Az | AH2963| dddmmss.s | AH2963| AH2962 CAR78 1A APPROX. 0.6 KM 1821201.0 | AH2963|---------------------------------------------------------------------| AH2963 AH2963 SUPERSEDED SURVEY CONTROL AH2963 AH2963.No superseded survey control is available for this station. AH2963 AH2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5251754212(NAD 83) AH2963_MARKER: I = METAL ROD AH2963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2963_STAMPING: CAR78-1B AH2963_MARK LOGO: ILDT AH2963_PROJECTION: RECESSED 3 CENTIMETERS AH2963_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2963+STABILITY: POSITION/ELEVATION WELL AH2963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2963+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2963_ROD/PIPE-DEPTH: 3.7 meters AH2963_SLEEVE-DEPTH : 0.9 meters AH2963 AH2963 HISTORY - Date Condition Report By AH2963 HISTORY - 1996 MONUMENTED SECI AH2963 HISTORY - 20011203 GOOD NGS AH2963 HISTORY - 20030923 GOOD USPSQD AH2963 AH2963 STATION DESCRIPTION AH2963 AH2963'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2963'STATION IS LOCATED APPROXIMATELY 1.7 MI (2.7 KM) SOUTHEAST OF ARGO, AH2963'5.1 MI (8.2 KM) SOUTHWEST OF CHADWICK, 6.7 MI (10.8 KM) NORTHEAST OF AH2963'HOMSON, 6.5 MI (10.5 KM) SOUTH OF MT. CARROL IN THE NORTHEAST 1/4 OF AH2963'SECTION 12, T 23 N, R 4 E. TO REACH FROM THE JUNCTION OF ILLINOIS AH2963'ROUTE 78 AND U.S. ROUTE 30, PROCEED NORTH ALONG ILLINOIS ROUTE 78 FOR AH2963'APPROXIMATELY 12.4 MI (20.0 KM) TO THE STATION LOCATED 0.1 MI (0.2 KM) AH2963'SOUTH OF THE INTERSECTION OF ILLINOIS ROUTE 78 AND ARGO-FAY ROAD ON AH2963'THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 78. THE STATION IS LOCATED AH2963'38.4 FT (11.7 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 78, 159.8 FT AH2963'(48.7 M) NORTH OF A POWER POLE, 244.0 FT (74.4 M) SOUTH OF A POWER AH2963'POLE, 212.9 FT (64.9 M) SOUTH OF A 36-IN DAIMETER TREE, 23.5 FT (7.2 AH2963'M) SOUTH OF A POWER POLE, 1.7 FT (0.5 M) WEST OF THE NORTH-SOUTH FENCE AH2963'LINE, AND 1.4 FT (0.4 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST AH2963'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK NAILS AH2963'WERE SET IN ALL WOOD PHYSICAL TIES. AH2963 AH2963 STATION RECOVERY (2001) AH2963 AH2963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2963'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2963 AH2963 STATION RECOVERY (2003) AH2963 AH2963'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2963'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2966 *********************************************************************** AH2966 DESIGNATION - CAR84 1A AH2966 PID - AH2966 AH2966 STATE/COUNTY- IL/CARROLL AH2966 USGS QUAD - THOMSON (1985) AH2966 AH2966 *CURRENT SURVEY CONTROL AH2966 ___________________________________________________________________ AH2966* NAD 83(1997)- 41 56 27.01287(N) 090 05 56.22992(W) ADJUSTED AH2966* NAVD 88 - 180.8 (meters) 593. (feet) GPS OBS AH2966 ___________________________________________________________________ AH2966 X - -8,206.087 (meters) COMP AH2966 Y - -4,751,496.405 (meters) COMP AH2966 Z - 4,240,816.825 (meters) COMP AH2966 LAPLACE CORR- 0.66 (seconds) DEFLEC99 AH2966 ELLIP HEIGHT- 147.77 (meters) (09/15/98) GPS OBS AH2966 GEOID HEIGHT- -33.04 (meters) GEOID99 AH2966 AH2966 HORZ ORDER - FIRST AH2966 ELLP ORDER - THIRD CLASS I AH2966 AH2966.The horizontal coordinates were established by GPS observations AH2966.and adjusted by the National Geodetic Survey in September 1998. AH2966 AH2966.The orthometric height was determined by GPS observations and a AH2966.high-resolution geoid model. AH2966 AH2966.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2966 AH2966.The Laplace correction was computed from DEFLEC99 derived deflections. AH2966 AH2966.The ellipsoidal height was determined by GPS observations AH2966.and is referenced to NAD 83. AH2966 AH2966.The geoid height was determined by GEOID99. AH2966 AH2966; North East Units Scale Converg. AH2966;SPC IL W - 585,513.781 705,615.013 MT 0.99994156 +0 02 42.9 AH2966;UTM 15 - 4,647,278.540 740,491.382 MT 1.00031174 +1 56 23.6 AH2966 AH2966: Primary Azimuth Mark Grid Az AH2966:SPC IL W - CAR84 1B 359 17 09.7 AH2966:UTM 15 - CAR84 1B 357 23 29.0 AH2966 AH2966|---------------------------------------------------------------------| AH2966| PID Reference Object Distance Geod. Az | AH2966| dddmmss.s | AH2966| AH2967 CAR84 1B APPROX. 0.7 KM 3591952.6 | AH2966|---------------------------------------------------------------------| AH2966 AH2966 SUPERSEDED SURVEY CONTROL AH2966 AH2966.No superseded survey control is available for this station. AH2966 AH2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4049147279(NAD 83) AH2966_MARKER: I = METAL ROD AH2966_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2966_STAMPING: CAR84-1A AH2966_MARK LOGO: ILDT AH2966_PROJECTION: RECESSED 5 CENTIMETERS AH2966_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2966+STABILITY: POSITION/ELEVATION WELL AH2966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2966+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2966_ROD/PIPE-DEPTH: 14.6 meters AH2966_SLEEVE-DEPTH : 0.9 meters AH2966 AH2966 HISTORY - Date Condition Report By AH2966 HISTORY - 1996 MONUMENTED SECI AH2966 HISTORY - 20011203 GOOD NGS AH2966 HISTORY - 20030923 GOOD USPSQD AH2966 AH2966 STATION DESCRIPTION AH2966 AH2966'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2966'STATION IS LOCATED APPROXIMATELY 1.3 MI (2.1 KM) SOUTH OF THOMPSON, AH2966'5.8 MI (9.3 KM) SOUTHEAST OF ARGO IN THE NORTHEAST 1/4 OF SECTION 36, AH2966'T 23 N, R 3 E. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 84 AND AH2966'U.S. ROUTE 30, PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR AH2966'APPROXIMATELY 7.6 MI (12.2 KM) TO THE STATION LOCATED ON THE RIGHT AH2966'(EAST) SIDE OF ILLINOIS ROUTE 84, JUST NORTH OF A SMALL METAL BUILDING AH2966'ON THE LEFT (WEST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 0.87. AH2966'TO REACH FROM THE JUNCTION OF ILINOIS ROUTE 84 AND ILLINOIS ROUTE 136, AH2966'PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR APPROXIMATELY 5.9 MI (9.5 AH2966'KM) TO THE STATION LOCATED ON THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE AH2966'84, JUST NORTH OF A SMALL METAL BUILDING ON THE LEFT (WEST) SIDE OF AH2966'ILLINOIS ROUTE 84 NEAR MILE MARKER O.87. THE STATION IS LOCATED 49.5 AH2966'FT (15.1 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 84, 121.7 FT AH2966'(37.1 M) NORTHEAST OF THE NORTHEAST FENCE CORNER OF A FENCE AROUND A AH2966'SMALL METAL BUILDING, 68.5 FT (20.9 M) NORTHEAST OF A NO PASSING ZONE AH2966'SIGN, 41.2 FT (12.6 M) NORTH OF POWER POLE WITH A GUY WIRE AND A AH2966'TRANSFORMER (LAST POWER POLE TO THE SOUTH) , 250.4 FT (76.3 M) SOUTH AH2966'OF A POWER POLE, AND 1.5 FT (0.5 M) WEST OF AN ORANGE FIBERGLASS AH2966'WITNESS POST. NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO AH2966'CAP. PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES. AH2966 AH2966 STATION RECOVERY (2001) AH2966 AH2966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2966'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2966 AH2966 STATION RECOVERY (2003) AH2966 AH2966'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2966'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2967 *********************************************************************** AH2967 DESIGNATION - CAR84 1B AH2967 PID - AH2967 AH2967 STATE/COUNTY- IL/CARROLL AH2967 USGS QUAD - THOMSON (1985) AH2967 AH2967 *CURRENT SURVEY CONTROL AH2967 ___________________________________________________________________ AH2967* NAD 83(1997)- 41 56 49.58211(N) 090 05 56.58278(W) ADJUSTED AH2967* NAVD 88 - 181.6 (meters) 596. (feet) GPS OBS AH2967 ___________________________________________________________________ AH2967 X - -8,213.411 (meters) COMP AH2967 Y - -4,751,031.541 (meters) COMP AH2967 Z - 4,241,335.307 (meters) COMP AH2967 LAPLACE CORR- 0.59 (seconds) DEFLEC99 AH2967 ELLIP HEIGHT- 148.57 (meters) (09/15/98) GPS OBS AH2967 GEOID HEIGHT- -33.04 (meters) GEOID99 AH2967 AH2967 HORZ ORDER - FIRST AH2967 ELLP ORDER - THIRD CLASS I AH2967 AH2967.The horizontal coordinates were established by GPS observations AH2967.and adjusted by the National Geodetic Survey in September 1998. AH2967 AH2967.The orthometric height was determined by GPS observations and a AH2967.high-resolution geoid model. AH2967 AH2967.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2967 AH2967.The Laplace correction was computed from DEFLEC99 derived deflections. AH2967 AH2967.The ellipsoidal height was determined by GPS observations AH2967.and is referenced to NAD 83. AH2967 AH2967.The geoid height was determined by GEOID99. AH2967 AH2967; North East Units Scale Converg. AH2967;SPC IL W - 586,210.071 705,606.336 MT 0.99994156 +0 02 42.7 AH2967;UTM 15 - 4,647,974.420 740,459.676 MT 1.00031155 +1 56 24.2 AH2967 AH2967: Primary Azimuth Mark Grid Az AH2967:SPC IL W - CAR84 1A 179 17 09.7 AH2967:UTM 15 - CAR84 1A 177 23 28.2 AH2967 AH2967|---------------------------------------------------------------------| AH2967| PID Reference Object Distance Geod. Az | AH2967| dddmmss.s | AH2967| AH2966 CAR84 1A APPROX. 0.7 KM 1791952.4 | AH2967|---------------------------------------------------------------------| AH2967 AH2967 SUPERSEDED SURVEY CONTROL AH2967 AH2967.No superseded survey control is available for this station. AH2967 AH2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4046047974(NAD 83) AH2967_MARKER: I = METAL ROD AH2967_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2967_STAMPING: CAR84-1B AH2967_MARK LOGO: ILDT AH2967_PROJECTION: RECESSED 3 CENTIMETERS AH2967_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2967+STABILITY: POSITION/ELEVATION WELL AH2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2967+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2967_ROD/PIPE-DEPTH: 19.5 meters AH2967_SLEEVE-DEPTH : 0.9 meters AH2967 AH2967 HISTORY - Date Condition Report By AH2967 HISTORY - 1996 MONUMENTED SECI AH2967 HISTORY - 20011203 GOOD NGS AH2967 HISTORY - 20030923 GOOD USPSQD AH2967 AH2967 STATION DESCRIPTION AH2967 AH2967'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2967'STATION IS LOCATED APPROXIMATELY 0.8 MI (1.3 KM) SOUTH OF THOMPSON, AH2967'5.4 MI (8.7 KM) SOUTHWEST OF ARGO IN THE SOUTHEAST 1/4 OF SECTION 25, AH2967'T 23 N, R 3 E. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 84 AND AH2967'U.S. ROUTE 30, PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR AH2967'APPROXIMATELY 8.1 MI (13.0 KM) TO THE STATION LOCATED ON THE RIGHT AH2967'(EAST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 1.27. TO REACH FROM AH2967'THE JUNCTION OF ILINOIS ROUTE 84 AND ILLINOIS ROUTE 136, PROCEED NORTH AH2967'ALONG ILLINOIS ROUTE 84 FOR APPROXIMATELY 6.6 MI (10.6 KM) TO THE AH2967'STATION LOCATED ON THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 84 NEAR AH2967'MILE MARKER 1.27. THE STATION IS LOCATED 37.9 FT (11.6 M) EAST OF THE AH2967'CENTERLINE OF ILLINOIS ROUTE 84, +/- 340 FT (103.6 M) SOUTH OF A AH2967'PRIVATE DRIVE TO THE WEST, 38.4 FT (11.7 M) NORTH OF A POWER POLE, AH2967'239.8 FT (73.1 M) SOUTH OF A POWER POLE WITH A GUY WIRE AND AH2967'TRANSFORMER, 219.7 FT (67.0 M) SOUTH OF A 2-FT DIAMETER TREE, 249.3 FT AH2967'(76.0 M) SOUTHEAST OF A CONCRETE R.O.W. MARKER, 255.8 FT (78.0 M) AH2967'SOUTHEAST OF A POWER POLE JUST NORTH OF A PRIVATE DRIVE, AND 1.5 FT AH2967'(0.5 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO AH2967'DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK NAILS WERE SET IN ALL AH2967'WOOD PHYSICAL TIES. AH2967 AH2967 STATION RECOVERY (2001) AH2967 AH2967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2967'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2967 AH2967 STATION RECOVERY (2003) AH2967 AH2967'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2967'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2968 *********************************************************************** AH2968 DESIGNATION - CAR84 2A AH2968 PID - AH2968 AH2968 STATE/COUNTY- IL/CARROLL AH2968 USGS QUAD - BLACKHAWK (1975) AH2968 AH2968 *CURRENT SURVEY CONTROL AH2968 ___________________________________________________________________ AH2968* NAD 83(1997)- 42 10 42.42283(N) 090 12 10.78493(W) ADJUSTED AH2968* NAVD 88 - 190.5 (meters) 625. (feet) GPS OBS AH2968 ___________________________________________________________________ AH2968 X - -16,771.664 (meters) COMP AH2968 Y - -4,733,799.920 (meters) COMP AH2968 Z - 4,260,419.085 (meters) COMP AH2968 LAPLACE CORR- -1.18 (seconds) DEFLEC99 AH2968 ELLIP HEIGHT- 157.48 (meters) (09/15/98) GPS OBS AH2968 GEOID HEIGHT- -33.02 (meters) GEOID99 AH2968 AH2968 HORZ ORDER - FIRST AH2968 ELLP ORDER - THIRD CLASS I AH2968 AH2968.The horizontal coordinates were established by GPS observations AH2968.and adjusted by the National Geodetic Survey in September 1998. AH2968 AH2968.The orthometric height was determined by GPS observations and a AH2968.high-resolution geoid model. AH2968 AH2968.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2968 AH2968.The Laplace correction was computed from DEFLEC99 derived deflections. AH2968 AH2968.The ellipsoidal height was determined by GPS observations AH2968.and is referenced to NAD 83. AH2968 AH2968.The geoid height was determined by GEOID99. AH2968 AH2968; North East Units Scale Converg. AH2968;SPC IL W - 611,903.479 696,998.703 MT 0.99994129 -0 01 27.8 AH2968;UTM 15 - 4,673,377.172 731,002.087 MT 1.00025664 +1 52 43.9 AH2968 AH2968: Primary Azimuth Mark Grid Az AH2968:SPC IL W - CAR84 2B 324 59 50.8 AH2968:UTM 15 - CAR84 2B 323 05 39.1 AH2968 AH2968|---------------------------------------------------------------------| AH2968| PID Reference Object Distance Geod. Az | AH2968| dddmmss.s | AH2968| AH2969 CAR84 2B APPROX. 0.6 KM 3245823.0 | AH2968|---------------------------------------------------------------------| AH2968 AH2968 SUPERSEDED SURVEY CONTROL AH2968 AH2968.No superseded survey control is available for this station. AH2968 AH2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3100273377(NAD 83) AH2968_MARKER: I = METAL ROD AH2968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2968_STAMPING: CAR84-2A AH2968_MARK LOGO: ILDT AH2968_PROJECTION: RECESSED 5 CENTIMETERS AH2968_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2968+STABILITY: POSITION/ELEVATION WELL AH2968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2968+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2968_ROD/PIPE-DEPTH: 13.4 meters AH2968_SLEEVE-DEPTH : 0.9 meters AH2968 AH2968 HISTORY - Date Condition Report By AH2968 HISTORY - 1996 MONUMENTED SECI AH2968 HISTORY - 20011203 GOOD NGS AH2968 HISTORY - 20030923 GOOD USPSQD AH2968 AH2968 STATION DESCRIPTION AH2968 AH2968'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2968'STATION IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) NORTHWEST OF AH2968'SAVANNA, 3.1 MI (5.0 KM) NORTHWEST OF MISSISSIPPI PALISADES STATE PARK AH2968'IN THE NORTHEAST 1/4 OF SECTION 7, T 25 N, R 3 E. TO REACH FROM THE AH2968'JUNCTION OF ILLINOIS ROUTE 84 AND ILLINOIS ROUTE 64 (EAST) IN THE AH2968'SOUTHWEST CORNER OF SAVANNA, PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR AH2968'APPROXIMATELY 8.0 MI (12.9 KM) TO THE STATION LOCATED ON THE RIGHT AH2968'(EAST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 19.62. THE STATION AH2968'IS ALSO 0.9 MI (1.4 KM) SOUTH OF ARMY DEPOT ROAD AND 0.75 MI (1.21 KM) AH2968'NORTH OF PALISADES GOLF COURSE. TO REACH FROM THE JUNCTION OF ILINOIS AH2968'ROUTE 84, ILLINOIS ROUTE 64 (WEST) AND U.S. ROUTE 52 IN THE NORTHWEST AH2968'CORNER OF SAVANNA, PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR AH2968'APPROXIMATELY 6.0 MI (9.7 KM) TO THE STATION LOCATED ON THE RIGHT AH2968'(EAST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 19.62. THE STATION AH2968'IS LOCATED 37.0 FT (11.3 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE AH2968'84, 164 FT (50.0 M) SOUTH OF THE CENTER OF DIEHL ROAD TO THE WEST, AH2968'197.9 FT (60.3 M) SOUTHEAST OF A 24-IN DIAMETER TREE LOCATED AT THE AH2968'NORTHWEST CORNER OF THE INTERSECTION OF ILLINOIS ROUTE 84 AND DIEHL AH2968'ROAD, 196.9 FT (60.0 M) NORTHEAST OF A 14-IN DIAMETER TREE, 234.0 FT AH2968'(71.3 M) NORTHWEST OF A POWER POLE, 115.2 FT (35.1 M) SOUTH OF A POWER AH2968'POLE, 81.5 FT (24.8 M) SOUTH OF A CONCRETE R.O.W. MARKER, 163.5 FT AH2968'(49.8 M) SOUTH OF A MT. CARROLL MILE MARKER 19.66 SIGN, 3.7 FT (1.1 AH2968'M) WEST OF THE NORTH-SOUTH FENCE LINE, AND 3.3 FT (1.0 M) WEST OF AN AH2968'ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS AH2968'THROUGH A 6-INCH LOGO CAP. PK NAILS WERE SET IN ALL WOOD PHYSICAL AH2968'TIES. AH2968 AH2968 STATION RECOVERY (2001) AH2968 AH2968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2968'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2968 AH2968 STATION RECOVERY (2003) AH2968 AH2968'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2968'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2969 *********************************************************************** AH2969 DESIGNATION - CAR84 2B AH2969 PID - AH2969 AH2969 STATE/COUNTY- IL/CARROLL AH2969 USGS QUAD - BLACKHAWK (1975) AH2969 AH2969 *CURRENT SURVEY CONTROL AH2969 ___________________________________________________________________ AH2969* NAD 83(1997)- 42 10 59.64463(N) 090 12 27.01517(W) ADJUSTED AH2969* NAVD 88 - 194.2 (meters) 637. (feet) GPS OBS AH2969 ___________________________________________________________________ AH2969 X - -17,142.868 (meters) COMP AH2969 Y - -4,733,444.548 (meters) COMP AH2969 Z - 4,260,815.369 (meters) COMP AH2969 LAPLACE CORR- -1.30 (seconds) DEFLEC99 AH2969 ELLIP HEIGHT- 161.22 (meters) (09/15/98) GPS OBS AH2969 GEOID HEIGHT- -33.01 (meters) GEOID99 AH2969 AH2969 HORZ ORDER - FIRST AH2969 ELLP ORDER - THIRD CLASS I AH2969 AH2969.The horizontal coordinates were established by GPS observations AH2969.and adjusted by the National Geodetic Survey in September 1998. AH2969 AH2969.The orthometric height was determined by GPS observations and a AH2969.high-resolution geoid model. AH2969 AH2969.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH2969 AH2969.The Laplace correction was computed from DEFLEC99 derived deflections. AH2969 AH2969.The ellipsoidal height was determined by GPS observations AH2969.and is referenced to NAD 83. AH2969 AH2969.The geoid height was determined by GEOID99. AH2969 AH2969; North East Units Scale Converg. AH2969;SPC IL W - 612,434.989 696,626.500 MT 0.99994132 -0 01 38.7 AH2969;UTM 15 - 4,673,896.190 730,612.314 MT 1.00025442 +1 52 33.6 AH2969 AH2969: Primary Azimuth Mark Grid Az AH2969:SPC IL W - CAR84 2A 144 59 50.8 AH2969:UTM 15 - CAR84 2A 143 05 38.5 AH2969 AH2969|---------------------------------------------------------------------| AH2969| PID Reference Object Distance Geod. Az | AH2969| dddmmss.s | AH2969| AH2968 CAR84 2A APPROX. 0.6 KM 1445812.1 | AH2969|---------------------------------------------------------------------| AH2969 AH2969 SUPERSEDED SURVEY CONTROL AH2969 AH2969.No superseded survey control is available for this station. AH2969 AH2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3061273896(NAD 83) AH2969_MARKER: I = METAL ROD AH2969_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH2969_STAMPING: CAR84-2B AH2969_MARK LOGO: ILDT AH2969_PROJECTION: RECESSED 5 CENTIMETERS AH2969_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AH2969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2969+STABILITY: POSITION/ELEVATION WELL AH2969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2969+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AH2969_ROD/PIPE-DEPTH: 9.8 meters AH2969_SLEEVE-DEPTH : 0.9 meters AH2969 AH2969 HISTORY - Date Condition Report By AH2969 HISTORY - 1996 MONUMENTED SECI AH2969 HISTORY - 20011203 GOOD NGS AH2969 HISTORY - 20030923 GOOD USPSQD AH2969 AH2969 STATION DESCRIPTION AH2969 AH2969'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR) AH2969'STATION IS LOCATED APPROXIMATELY 7.4 MI (11.9 KM) NORTHWEST OF AH2969'SAVANNA, 3.5 MI (5.6 KM) NORTHWEST OF MISSISSIPPI PALISADES STATE PARK AH2969'IN THE SOUTHEAST 1/4 OF SECTION 6, T 25 N, R 3 E. TO REACH FROM THE AH2969'JUNCTION OF ILLINOIS ROUTE 84 AND ILLINOIS ROUTE 64 (EAST) IN THE AH2969'SOUTHWEST CORNER OF SAVANNA, PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR AH2969'APPROXIMATELY 8.4 MI (13.5 KM) TO THE STATION LOCATED ON THE RIGHT AH2969'(EAST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 20.02. THE STATION AH2969'IS ALSO 0.5 MI (0.8 KM) SOUTH OF ARMY DEPOT ROAD AND 1.15 MI (1.85 KM) AH2969'NORTH OF THE ENTRANCE TO PALISADES GOLF COURSE. TO REACH FROM THE AH2969'JUNCTION OF ILINOIS ROUTE 84, ILLINOIS ROUTE 64 (WEST) AND U.S. ROUTE AH2969'52 IN THE NORTHWEST CORNER OF SAVANNA, PROCEED NORTH ALONG ILLINOIS AH2969'ROUTE 84 FOR APPROXIMATELY 6.4 MI (10.3 KM) TO THE STATION LOCATED ON AH2969'THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 20.02. AH2969'THE STATION IS LOCATED 33.4 FT (10.2 M) EAST OF THE CENTERLINE OF AH2969'ILLINOIS ROUTE 84, 117 FT (35.7 M) SOUTH OF THE CENTER OF A FIELD AH2969'ENTRANCE TO THE WEST, 299.4 FT (91.3 M) SOUTH OF A FENCE CORNER TO A AH2969'FENCE THAT RUNS EAST AND SOUTH, 314.8 FT (96.0 M) SOUTH OF A POWER AH2969'POLE WITH A GUY WIRE, 199.9 FT (60.9 M) SOUTHEAST OF A 54-IN DIAMETER AH2969'TREE, 150.1 FT (45.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL AH2969'BRICK BUIDING JUST NORTH OF THE FIELD ENTRANCE TO THE WEST, 58.0 FT AH2969'(17.7 M) NORTH OF A POWER POLE, 83.8 FT (25.5 M) NORTH OF A MT. AH2969'CARROLL MILE MARKER 20.00 SIGN, 2.7 FT (0.8 M) WEST OF A NORTH-SOUTH AH2969'FENCE LINE, AND 2.2 FT (0.7 M) WEST OF AN ORANGE FIBERGLASS WITNESS AH2969'POST. NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK AH2969'NAILS WERE SET IN ALL WOOD PHYSICAL TIES. AH2969 AH2969 STATION RECOVERY (2001) AH2969 AH2969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AH2969'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AH2969 AH2969 STATION RECOVERY (2003) AH2969 AH2969'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) AH2969'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0159 *********************************************************************** NJ0159 DESIGNATION - D 272 NJ0159 PID - NJ0159 NJ0159 STATE/COUNTY- IL/CARROLL NJ0159 USGS QUAD - WACKER (1985) NJ0159 NJ0159 *CURRENT SURVEY CONTROL NJ0159 ___________________________________________________________________ NJ0159* NAD 83(1986)- 42 04 51. (N) 090 02 38. (W) SCALED NJ0159* NAVD 88 - 267.992 (meters) 879.24 (feet) ADJUSTED NJ0159 ___________________________________________________________________ NJ0159 GEOID HEIGHT- -33.04 (meters) GEOID99 NJ0159 DYNAMIC HT - 267.898 (meters) 878.93 (feet) COMP NJ0159 MODELED GRAV- 980,267.1 (mgal) NAVD 88 NJ0159 NJ0159 VERT ORDER - FIRST CLASS I NJ0159 NJ0159.The horizontal coordinates were scaled from a topographic map and have NJ0159.an estimated accuracy of +/- 6 seconds. NJ0159 NJ0159.The orthometric height was determined by differential leveling NJ0159.and adjusted by the National Geodetic Survey in June 1991. NJ0159 NJ0159.The geoid height was determined by GEOID99. NJ0159 NJ0159.The dynamic height is computed by dividing the NAVD 88 NJ0159.geopotential number by the normal gravity value computed on the NJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0159.degrees latitude (g = 980.6199 gals.). NJ0159 NJ0159.The modeled gravity was interpolated from observed gravity values. NJ0159 NJ0159; North East Units Estimated Accuracy NJ0159;SPC IL W - 601,070. 710,160. MT (+/- 180 meters Scaled) NJ0159 NJ0159 SUPERSEDED SURVEY CONTROL NJ0159 NJ0159 NGVD 29 (??/??/92) 268.023 (m) 879.34 (f) ADJ UNCH 1 1 NJ0159 NJ0159.Superseded values are not recommended for survey control. NJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0159.See file dsdata.txt to determine how the superseded data were derived. NJ0159 NJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG445629(NAD 83) NJ0159_MARKER: DB = BENCH MARK DISK NJ0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0159_STAMPING: D 272 1970 NJ0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0159 NJ0159 HISTORY - Date Condition Report By NJ0159 HISTORY - 1970 MONUMENTED NGS NJ0159 HISTORY - 1987 GOOD USPSQD NJ0159 HISTORY - 19950515 POOR USPSQD NJ0159 HISTORY - 20011203 POOR NGS NJ0159 HISTORY - 20030923 POOR USPSQD NJ0159 NJ0159 STATION DESCRIPTION NJ0159 NJ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0159'4.6 MI W FROM MT CARROLL. NJ0159'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE NJ0159'AT MT. CARROLL, THENCE 3.55 MILES WEST ALONG U.S. HIGHWAY 52, NJ0159'AT THE SOUTHWEST CORNER OF THE CENTER HILL CEMETERY, 148 FEET NJ0159'NORTH AND ACROSS THE OLD HIGHWAY FROM THE CENTER LINE OF THE NEW NJ0159'HIGHWAY, 25.0 FEET SOUTHWEST OF THE SOUTH END OF THE GEORGE NJ0159'C. SOLTOW TOMBSTONE, 2.4 FEET WEST OF A FENCE CORNER, 2.6 FEET NJ0159'WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE NJ0159'HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING NJ0159'6 INCHES. SECTION 9, T24N, R4E. NJ0159 NJ0159 STATION RECOVERY (1987) NJ0159 NJ0159'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NJ0159'RECOVERED IN GOOD CONDITION. NJ0159 NJ0159 STATION RECOVERY (1995) NJ0159 NJ0159'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0159'MARK RECOVERED IN POOR CONDITION. NJ0159 NJ0159 STATION RECOVERY (2001) NJ0159 NJ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0159'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0159 NJ0159 STATION RECOVERY (2003) NJ0159 NJ0159'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0159'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0160 *********************************************************************** NJ0160 DESIGNATION - E 272 NJ0160 PID - NJ0160 NJ0160 STATE/COUNTY- IL/CARROLL NJ0160 USGS QUAD - WACKER (1985) NJ0160 NJ0160 *CURRENT SURVEY CONTROL NJ0160 ___________________________________________________________________ NJ0160* NAD 83(1986)- 42 04 55. (N) 090 03 18. (W) SCALED NJ0160* NAVD 88 - 262.541 (meters) 861.35 (feet) ADJUSTED NJ0160 ___________________________________________________________________ NJ0160 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0160 DYNAMIC HT - 262.449 (meters) 861.05 (feet) COMP NJ0160 MODELED GRAV- 980,265.7 (mgal) NAVD 88 NJ0160 NJ0160 VERT ORDER - FIRST CLASS I NJ0160 NJ0160.The horizontal coordinates were scaled from a topographic map and have NJ0160.an estimated accuracy of +/- 6 seconds. NJ0160 NJ0160.The orthometric height was determined by differential leveling NJ0160.and adjusted by the National Geodetic Survey in June 1991. NJ0160 NJ0160.The geoid height was determined by GEOID99. NJ0160 NJ0160.The dynamic height is computed by dividing the NAVD 88 NJ0160.geopotential number by the normal gravity value computed on the NJ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0160.degrees latitude (g = 980.6199 gals.). NJ0160 NJ0160.The modeled gravity was interpolated from observed gravity values. NJ0160 NJ0160; North East Units Estimated Accuracy NJ0160;SPC IL W - 601,190. 709,240. MT (+/- 180 meters Scaled) NJ0160 NJ0160 SUPERSEDED SURVEY CONTROL NJ0160 NJ0160 NGVD 29 (??/??/92) 262.572 (m) 861.46 (f) ADJ UNCH 1 1 NJ0160 NJ0160.Superseded values are not recommended for survey control. NJ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0160.See file dsdata.txt to determine how the superseded data were derived. NJ0160 NJ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG435630(NAD 83) NJ0160_MARKER: DB = BENCH MARK DISK NJ0160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0160_STAMPING: E 272 1970 NJ0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NJ0160+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 NJ0160 NJ0160 HISTORY - Date Condition Report By NJ0160 HISTORY - 1970 MONUMENTED NGS NJ0160 HISTORY - 19950515 GOOD USPSQD NJ0160 HISTORY - 20011203 GOOD NGS NJ0160 HISTORY - 20030923 GOOD USPSQD NJ0160 NJ0160 STATION DESCRIPTION NJ0160 NJ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0160'5.3 MI W FROM MT CARROLL. NJ0160'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE NJ0160'AT MT. CARROLL, THENCE 4.3 MILES WEST ALONG U.S. HIGHWAY 52, NJ0160'OR ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE NJ0160'AT SAVANNA, THENCE 5.95 MILES EAST ALONG U.S. HIGHWAY 52, 0.35 NJ0160'MILE WEST OF THE CENTER HILL SCHOOL BUILDING, 141 FEET SOUTH AND NJ0160'ACROSS THE OLD HIGHWAY FROM THE CENTER LINE OF THE PRESENT NJ0160'HIGHWAY, 99 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE NJ0160'HEADWALL OF A 2-FOOT CONCRETE CULVERT UNDER THE OLD HIGHWAY, NJ0160'1.5 FEET NORTH OF A FENCE, 5.5 FEET EAST OF AN UNDERGROUND NJ0160'CABLE MARKER, 2.5 FEET WEST OF A METAL WITNESS POST, ABOUT NJ0160'LEVEL WITH THE HIGHWAYS, AND BRAZED ON THE TOP OF A 3-INCH IRON NJ0160'PIPE PROJECTING 6 INCHES. SECTION 9, T24N, R4E. NJ0160 NJ0160 STATION RECOVERY (1995) NJ0160 NJ0160'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0160'RECOVERED IN GOOD CONDITION. NJ0160 NJ0160 STATION RECOVERY (2001) NJ0160 NJ0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0160'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0160 NJ0160 STATION RECOVERY (2003) NJ0160 NJ0160'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0160'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0068 *********************************************************************** NJ0068 DESIGNATION - E 273 NJ0068 PID - NJ0068 NJ0068 STATE/COUNTY- IL/CARROLL NJ0068 USGS QUAD - SAVANNA (1990) NJ0068 NJ0068 *CURRENT SURVEY CONTROL NJ0068 ___________________________________________________________________ NJ0068* NAD 83(1986)- 42 06 42. (N) 090 09 30. (W) SCALED NJ0068* NAVD 88 - 186.573 (meters) 612.11 (feet) ADJUSTED NJ0068 ___________________________________________________________________ NJ0068 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0068 DYNAMIC HT - 186.509 (meters) 611.90 (feet) COMP NJ0068 MODELED GRAV- 980,275.0 (mgal) NAVD 88 NJ0068 NJ0068 VERT ORDER - FIRST CLASS I NJ0068 NJ0068.The horizontal coordinates were scaled from a topographic map and have NJ0068.an estimated accuracy of +/- 6 seconds. NJ0068 NJ0068.The orthometric height was determined by differential leveling NJ0068.and adjusted by the National Geodetic Survey in June 1991. NJ0068 NJ0068.The geoid height was determined by GEOID99. NJ0068 NJ0068.The dynamic height is computed by dividing the NAVD 88 NJ0068.geopotential number by the normal gravity value computed on the NJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0068.degrees latitude (g = 980.6199 gals.). NJ0068 NJ0068.The modeled gravity was interpolated from observed gravity values. NJ0068 NJ0068; North East Units Estimated Accuracy NJ0068;SPC IL W - 604,490. 700,690. MT (+/- 180 meters Scaled) NJ0068 NJ0068 SUPERSEDED SURVEY CONTROL NJ0068 NJ0068 NGVD 29 (??/??/92) 186.604 (m) 612.22 (f) ADJ UNCH 1 1 NJ0068 NJ0068.Superseded values are not recommended for survey control. NJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0068.See file dsdata.txt to determine how the superseded data were derived. NJ0068 NJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG349660(NAD 83) NJ0068_MARKER: DB = BENCH MARK DISK NJ0068_SETTING: 66 = SET IN ROCK OUTCROP NJ0068_STAMPING: E 273 1970 NJ0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD NJ0068+STABILITY: POSITION/ELEVATION WELL NJ0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NJ0068+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 NJ0068 NJ0068 HISTORY - Date Condition Report By NJ0068 HISTORY - 1970 MONUMENTED NGS NJ0068 HISTORY - 1977 GOOD LOCSUR NJ0068 HISTORY - 19950524 GOOD USPSQD NJ0068 HISTORY - 20011203 GOOD NGS NJ0068 HISTORY - 20030923 GOOD USPSQD NJ0068 NJ0068 STATION DESCRIPTION NJ0068 NJ0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0068'1 MI N FROM SAVANNA. NJ0068'ABOUT 0.95 MILE NORTH ALONG THE BURLINGTON NORTHERN RAILROAD NJ0068'FROM THE STATION AT SAVANNA, 67 FEET EAST AND ACROSS STATE NJ0068'HIGHWAY 84 FROM THE EAST RAIL OF THE EAST TRACK, 22 FEET EAST NJ0068'OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE WEST NJ0068'FACE AND AT THE SOUTHWEST END OF A ROCK CLIFF, 12.5 FEET NJ0068'NORTHEAST OF A TELEPHONE POLE, 1.7 FEET ABOVE THE LEVEL OF THE NJ0068'GROUND, ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT NJ0068'3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY. SECTION 33, T25N, NJ0068'R3E NJ0068 NJ0068 STATION RECOVERY (1977) NJ0068 NJ0068'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 NJ0068'RECOVERED IN GOOD CONDITION. NJ0068 NJ0068 STATION RECOVERY (1995) NJ0068 NJ0068'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0068'RECOVERED IN GOOD CONDITION. NJ0068 NJ0068 STATION RECOVERY (2001) NJ0068 NJ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0068'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0068 NJ0068 STATION RECOVERY (2003) NJ0068 NJ0068'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0068'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0162 *********************************************************************** NJ0162 DESIGNATION - F 272 NJ0162 PID - NJ0162 NJ0162 STATE/COUNTY- IL/CARROLL NJ0162 USGS QUAD - WACKER (1985) NJ0162 NJ0162 *CURRENT SURVEY CONTROL NJ0162 ___________________________________________________________________ NJ0162* NAD 83(1986)- 42 05 28. (N) 090 04 58. (W) SCALED NJ0162* NAVD 88 - 250.240 (meters) 821.00 (feet) ADJUSTED NJ0162 ___________________________________________________________________ NJ0162 GEOID HEIGHT- -33.06 (meters) GEOID99 NJ0162 DYNAMIC HT - 250.152 (meters) 820.71 (feet) COMP NJ0162 MODELED GRAV- 980,265.8 (mgal) NAVD 88 NJ0162 NJ0162 VERT ORDER - FIRST CLASS I NJ0162 NJ0162.The horizontal coordinates were scaled from a topographic map and have NJ0162.an estimated accuracy of +/- 6 seconds. NJ0162 NJ0162.The orthometric height was determined by differential leveling NJ0162.and adjusted by the National Geodetic Survey in June 1991. NJ0162 NJ0162.The geoid height was determined by GEOID99. NJ0162 NJ0162.The dynamic height is computed by dividing the NAVD 88 NJ0162.geopotential number by the normal gravity value computed on the NJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0162.degrees latitude (g = 980.6199 gals.). NJ0162 NJ0162.The modeled gravity was interpolated from observed gravity values. NJ0162 NJ0162; North East Units Estimated Accuracy NJ0162;SPC IL W - 602,210. 706,940. MT (+/- 180 meters Scaled) NJ0162 NJ0162 SUPERSEDED SURVEY CONTROL NJ0162 NJ0162 NGVD 29 (??/??/92) 250.269 (m) 821.09 (f) ADJ UNCH 1 1 NJ0162 NJ0162.Superseded values are not recommended for survey control. NJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0162.See file dsdata.txt to determine how the superseded data were derived. NJ0162 NJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG412640(NAD 83) NJ0162_MARKER: DB = BENCH MARK DISK NJ0162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0162_STAMPING: F 272 1970 NJ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NJ0162+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 NJ0162 NJ0162 HISTORY - Date Condition Report By NJ0162 HISTORY - 1970 MONUMENTED NGS NJ0162 HISTORY - 1987 GOOD USPSQD NJ0162 HISTORY - 19950524 GOOD USPSQD NJ0162 HISTORY - 20011203 GOOD NGS NJ0162 HISTORY - 20030923 GOOD USPSQD NJ0162 NJ0162 STATION DESCRIPTION NJ0162 NJ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0162'4.4 MI E FROM SAVANNA. NJ0162'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0162'SAVANNA, THENCE 4.2 MILES EAST ALONG U.S. HIGHWAY 52, NEAR THE NJ0162'WEST END OF A CUT ON THE SOUTH SIDE OF THE HIGHWAY, 91 FEET SOUTH NJ0162'OF THE CENTER LINE OF THE HIGHWAY, 8.5 FEET SOUTHEAST OF A CABLE NJ0162'LINE POLE, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET WEST OF A METAL NJ0162'WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND NJ0162'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES. NJ0162'SECTION 7, T24N, R4E NJ0162 NJ0162 STATION RECOVERY (1987) NJ0162 NJ0162'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NJ0162'RECOVERED IN GOOD CONDITION. NJ0162 NJ0162 STATION RECOVERY (1995) NJ0162 NJ0162'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0162'RECOVERED IN GOOD CONDITION. NJ0162 NJ0162 STATION RECOVERY (2001) NJ0162 NJ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0162'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0162 NJ0162 STATION RECOVERY (2003) NJ0162 NJ0162'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0162'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0075 *********************************************************************** NJ0075 DESIGNATION - F 273 NJ0075 PID - NJ0075 NJ0075 STATE/COUNTY- IL/CARROLL NJ0075 USGS QUAD - BLACKHAWK (1975) NJ0075 NJ0075 *CURRENT SURVEY CONTROL NJ0075 ___________________________________________________________________ NJ0075* NAD 83(1986)- 42 07 31. (N) 090 09 25. (W) SCALED NJ0075* NAVD 88 - 182.630 (meters) 599.18 (feet) ADJUSTED NJ0075 ___________________________________________________________________ NJ0075 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0075 DYNAMIC HT - 182.568 (meters) 598.98 (feet) COMP NJ0075 MODELED GRAV- 980,275.8 (mgal) NAVD 88 NJ0075 NJ0075 VERT ORDER - FIRST CLASS I NJ0075 NJ0075.The horizontal coordinates were scaled from a topographic map and have NJ0075.an estimated accuracy of +/- 6 seconds. NJ0075 NJ0075.The orthometric height was determined by differential leveling NJ0075.and adjusted by the National Geodetic Survey in June 1991. NJ0075 NJ0075.The geoid height was determined by GEOID99. NJ0075 NJ0075.The dynamic height is computed by dividing the NAVD 88 NJ0075.geopotential number by the normal gravity value computed on the NJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0075.degrees latitude (g = 980.6199 gals.). NJ0075 NJ0075.The modeled gravity was interpolated from observed gravity values. NJ0075 NJ0075; North East Units Estimated Accuracy NJ0075;SPC IL W - 606,000. 700,800. MT (+/- 180 meters Scaled) NJ0075 NJ0075 SUPERSEDED SURVEY CONTROL NJ0075 NJ0075 NGVD 29 (??/??/92) 182.659 (m) 599.27 (f) ADJ UNCH 1 1 NJ0075 NJ0075.Superseded values are not recommended for survey control. NJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0075.See file dsdata.txt to determine how the superseded data were derived. NJ0075 NJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG350675(NAD 83) NJ0075_MARKER: DB = BENCH MARK DISK NJ0075_SETTING: 66 = SET IN ROCK OUTCROP NJ0075_STAMPING: F 273 1970 NJ0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD NJ0075+STABILITY: POSITION/ELEVATION WELL NJ0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NJ0075+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 NJ0075 NJ0075 HISTORY - Date Condition Report By NJ0075 HISTORY - 1970 MONUMENTED NGS NJ0075 HISTORY - 19950524 GOOD USPSQD NJ0075 HISTORY - 20011203 GOOD NGS NJ0075 HISTORY - 20030923 GOOD USPSQD NJ0075 NJ0075 STATION DESCRIPTION NJ0075 NJ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0075'2 MI N FROM SAVANNA. NJ0075'ABOUT 1.95 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD NJ0075'FROM THE STATION AT SAVANNA, 84 FEET EAST AND ACROSS STATE NJ0075'HIGHWAY 84 FROM THE EAST RAIL OF THE EAST TRACK, 28 FEET EAST NJ0075'OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE WEST NJ0075'FACE OF A ROCK CLIFF, 121 YARDS SOUTH OF THE CENTER LINE OF NJ0075'A DIRT ROAD WHICH LEADS EAST TO STATE BUILDING, 187 FEET NORTH NJ0075'OF THE CENTER LINE OF A DIRT ROAD WHICH LEADS EAST, 2 FEET NJ0075'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE NJ0075'HIGHWAY AND TRACK. SECTION 28, T25N, R3E NJ0075 NJ0075 STATION RECOVERY (1995) NJ0075 NJ0075'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0075'RECOVERED IN GOOD CONDITION. NJ0075 NJ0075 STATION RECOVERY (2001) NJ0075 NJ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0075'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0075 NJ0075 STATION RECOVERY (2003) NJ0075 NJ0075'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0075'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0065 *********************************************************************** NJ0065 DESIGNATION - F 57 NJ0065 PID - NJ0065 NJ0065 STATE/COUNTY- IL/CARROLL NJ0065 USGS QUAD - SAVANNA (1990) NJ0065 NJ0065 *CURRENT SURVEY CONTROL NJ0065 ___________________________________________________________________ NJ0065* NAD 83(1986)- 42 05 52. (N) 090 09 28. (W) SCALED NJ0065* NAVD 88 - 182.489 (meters) 598.72 (feet) ADJUSTED NJ0065 ___________________________________________________________________ NJ0065 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0065 DYNAMIC HT - 182.427 (meters) 598.51 (feet) COMP NJ0065 MODELED GRAV- 980,276.1 (mgal) NAVD 88 NJ0065 NJ0065 VERT ORDER - FIRST CLASS I NJ0065 NJ0065.The horizontal coordinates were scaled from a topographic map and have NJ0065.an estimated accuracy of +/- 6 seconds. NJ0065 NJ0065.The orthometric height was determined by differential leveling NJ0065.and adjusted by the National Geodetic Survey in June 1991. NJ0065.WARNING-Repeat measurements at this control monument indicate possible NJ0065.vertical movement. NJ0065 NJ0065.The geoid height was determined by GEOID99. NJ0065 NJ0065.The dynamic height is computed by dividing the NAVD 88 NJ0065.geopotential number by the normal gravity value computed on the NJ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0065.degrees latitude (g = 980.6199 gals.). NJ0065 NJ0065.The modeled gravity was interpolated from observed gravity values. NJ0065 NJ0065; North East Units Estimated Accuracy NJ0065;SPC IL W - 602,940. 700,740. MT (+/- 180 meters Scaled) NJ0065 NJ0065 SUPERSEDED SURVEY CONTROL NJ0065 NJ0065 NGVD 29 (??/??/92) 182.521 (m) 598.82 (f) ADJ UNCH 1 1 NJ0065 NJ0065.Superseded values are not recommended for survey control. NJ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0065.See file dsdata.txt to determine how the superseded data were derived. NJ0065 NJ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG350645(NAD 83) NJ0065_MARKER: DB = BENCH MARK DISK NJ0065_SETTING: 36 = BUILDING NJ0065_STAMPING: F 57 1934 NJ0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NJ0065 NJ0065 HISTORY - Date Condition Report By NJ0065 HISTORY - 1934 MONUMENTED CGS NJ0065 HISTORY - 1970 GOOD NGS NJ0065 HISTORY - 1977 GOOD LOCSUR NJ0065 HISTORY - 1988 MARK NOT FOUND USPSQD NJ0065 HISTORY - 19950524 MARK NOT FOUND USPSQD NJ0065 HISTORY - 20011203 MARK NOT FOUND NGS NJ0065 HISTORY - 20030923 MARK NOT FOUND USPSQD NJ0065 NJ0065 STATION DESCRIPTION NJ0065 NJ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0065'0.4 MI W FROM SAVANNA. NJ0065'ABOUT 0.2 MILE WEST ALONG MADISON STREET FROM THE POST OFFICE NJ0065'AT SAVANNA, THENCE 0.25 MILE NORTH ALONG THE CHICAGO, BURLINGTON NJ0065'AND QUINCY RAILROAD, 29 FEET EAST OF THE EAST RAIL OF THE MAIN NJ0065'TRACK, SET VERTICALLY IN THE WEST BRICK FACE OF THE RAILROAD NJ0065'STATION TICKET OFFICE, 0.8 FOOT SOUTH OF THE SOUTH EDGE OF THE NJ0065'MIDDLE TICKET OFFICE WINDOW, AND 4.7 FEET ABOVE THE LEVEL OF THE NJ0065'PLATFORM. SEC 4, T24N, R3E. NOTE-- THE CHICAGO, BURLINGTON NJ0065'AND QUINCY RAILROAD IS NOW THE BURLINGTON NORTHERN RAILROAD. NJ0065 NJ0065 STATION RECOVERY (1977) NJ0065 NJ0065'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 NJ0065'RECOVERED IN GOOD CONDITION. NJ0065 NJ0065 STATION RECOVERY (1988) NJ0065 NJ0065'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG) NJ0065'MARK NOT FOUND. NJ0065 NJ0065 STATION RECOVERY (1995) NJ0065 NJ0065'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0065'MARK NOT FOUND. NJ0065 NJ0065 STATION RECOVERY (2001) NJ0065 NJ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0065 NJ0065 STATION RECOVERY (2003) NJ0065 NJ0065'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0065'RAILROAD TICKET OFFICE BUILDING DESTROYED. STATION PRESUMED LOST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH1564 *********************************************************************** NH1564 DESIGNATION - FREDERICK NH1564 PID - NH1564 NH1564 STATE/COUNTY- IL/CARROLL NH1564 USGS QUAD - MT CARROLL (1985) NH1564 NH1564 *CURRENT SURVEY CONTROL NH1564 ___________________________________________________________________ NH1564* NAD 83(1997)- 42 00 01.77307(N) 089 54 57.52742(W) ADJUSTED NH1564* NAVD 88 - 283.1 (meters) 929. (feet) GPS OBS NH1564 ___________________________________________________________________ NH1564 X - 6,961.351 (meters) COMP NH1564 Y - -4,747,143.162 (meters) COMP NH1564 Z - 4,245,811.881 (meters) COMP NH1564 LAPLACE CORR- 1.42 (seconds) DEFLEC99 NH1564 ELLIP HEIGHT- 250.16 (meters) (09/15/98) GPS OBS NH1564 GEOID HEIGHT- -32.94 (meters) GEOID99 NH1564 NH1564 HORZ ORDER - FIRST NH1564 ELLP ORDER - THIRD CLASS I NH1564 NH1564.The horizontal coordinates were established by GPS observations NH1564.and adjusted by the National Geodetic Survey in September 1998. NH1564 NH1564.The orthometric height was determined by GPS observations and a NH1564.high-resolution geoid model. NH1564 NH1564.The X, Y, and Z were computed from the position and the ellipsoidal ht. NH1564 NH1564.The Laplace correction was computed from DEFLEC99 derived deflections. NH1564 NH1564.The ellipsoidal height was determined by GPS observations NH1564.and is referenced to NAD 83. NH1564 NH1564.The geoid height was determined by GEOID99. NH1564 NH1564; North East Units Scale Converg. NH1564;SPC IL W - 592,167.686 720,768.220 MT 0.99994648 +0 10 03.9 NH1564;UTM 16 - 4,653,944.957 258,496.276 MT 1.00031773 -1 57 07.7 NH1564 NH1564: Primary Azimuth Mark Grid Az NH1564:SPC IL W - FREDERICK AZ MK 2 335 24 09.0 NH1564:UTM 16 - FREDERICK AZ MK 2 337 31 20.6 NH1564 NH1564|---------------------------------------------------------------------| NH1564| PID Reference Object Distance Geod. Az | NH1564| dddmmss.s | NH1564| CI8719 FREDERICK RM 1 28.941 METERS 08930 | NH1564| CI8717 FREDERICK AZ MK 2801529.8 | NH1564| CI8718 FREDERICK AZ MK 2 3353412.9 | NH1564| CI8720 FREDERICK RM 2 34506 | NH1564| CI8721 FREDERICK RM 3 18.842 METERS 34511 | NH1564|---------------------------------------------------------------------| NH1564 NH1564 SUPERSEDED SURVEY CONTROL NH1564 NH1564 NAD 83(1986)- 42 00 01.77936(N) 089 54 57.53070(W) AD( ) 1 NH1564 NAD 27 - 42 00 01.68200(N) 089 54 57.09200(W) AD( ) 1 NH1564 NH1564.Superseded values are not recommended for survey control. NH1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH1564.See file dsdata.txt to determine how the superseded data were derived. NH1564 NH1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5849653945(NAD 83) NH1564_MARKER: DS = TRIANGULATION STATION DISK NH1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH1564_PROJECTION: FLUSH NH1564_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT NH1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH1564+STABILITY: SURFACE MOTION NH1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NH1564+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1996 NH1564 NH1564 HISTORY - Date Condition Report By NH1564 HISTORY - 1938 MONUMENTED CGS NH1564 HISTORY - 1970 GOOD ILDT NH1564 HISTORY - 1970 GOOD NGS NH1564 HISTORY - 1975 GOOD NGS NH1564 HISTORY - 19960804 GOOD SECI NH1564 HISTORY - 20011203 MARK NOT FOUND NGS NH1564 HISTORY - 20031002 MARK NOT FOUND USPSQD NH1564 NH1564 STATION DESCRIPTION NH1564 NH1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM) NH1564'STATION IS ON LAND OWNED BY MYRON FREDERICK, IN THE SW 1/4 NH1564'OF THE NW 1/4 OF SEC. 10, T 23 N, R 5 E, 3/4 MILE S AND 1.5 NH1564'MILES E OF CHADWICK AND ABOUT 1/4 MILE SSE OF PLEASANT HILL NH1564'SCHOOL, ON A PROMINENT SANDY ALFALFA-COVERED HILL, 100 YARDS NH1564'SE OF THE SE CORNER OF LARGE RED BARN IN REAR OF FREDERICK NH1564'FARMHOUSE. NH1564' NH1564'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD NH1564'BRONZE DISKS SET IN CONCRETE. NH1564' NH1564'MARK IS FLUSH WITH GROUND, 0.15 MILE E OF N-S SECTION NH1564'LINE ROAD, 0.25 MILE N OF E-W 1/2 SECTION LINE ROAD, 63 FEET NH1564'S OF A SE FENCE CORNER, 96.5 FEET W OF W FENCE OF A LANE FROM NH1564'FREDERICK BARN TO FIELD. NH1564' NH1564'REACHED FROM CHADWICK RAILROAD STATION, GO S ON MAIN STREET, NH1564'PAST E SIDE OF R.R. STATION AND ACROSS TRACKS FOR 0.05 MILE NH1564'TO END OF STREET, THEN TURN RIGHT, W ON GRAVEL FOR 1.35 NH1564'MILES TO CROSS ROAD, THENCE LEFT, S FOR 0.75 MILE TO 0.2 NH1564'MILE PAST PLEASANT HILL SCHOOL ON RIGHT, TO GATE INTO FIELD NH1564'JUST S OF FREDERICK HOUSE, THENCE LEFT, E THROUGH GATE ALONG NH1564'S SIDE OF AN E-W FENCE 0.15 MILE TO TOP OF HILL AND STATION. NH1564' NH1564'REFERENCE MARK NO. 1 IS E OF STATION AT BOTTOM OF HILL, 1 NH1564'FOOT W OF W FENCE OF LANE. PROJECTS 8 INCHES. NH1564'DISTANCE = 95.54 FEET, SLOPE MEASUREMENT. REFERENCE MARK NH1564'NO. 2 IS NNW OF STATION, 1 FOOT S OF AN E-W FENCE, 5 FEET NH1564'W OF SE FENCE CORNER. PROJECTS ABOUT 8 INCHES. NH1564'DISTANCE = 62.02 FEET, SLOPE MEASUREMENT. NH1564' NH1564'AZIMUTH MARK IS APPROXIMATELY 1.2 MILES WNW OF STATION. FROM NH1564'STATION GO W 0.15 MILE TO N-S ROAD, THENCE N 0.2 MILE TO NH1564'PLEASANT HILL SCHOOL, THENCE W 1.1 MILES TO TOP OF SMALL HILL NH1564'AND MARK ON LEFT, S. MARK PROJECTS ABOUT 8 NH1564'INCHES, SET 1 FOOT N OF AN E-W FENCE LINE, 24 FEET S OF CENTER NH1564'LINE OF ROAD. NH1564' NH1564'90-FOOT TOWERS AT BYERS (1935), LEWIS (1931) AND HINRICHS NH1564'(1935) ARE ALL VISIBLE FROM THE GROUND. NH1564' NH1564'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS. NH1564 NH1564 STATION RECOVERY (1970) NH1564 NH1564'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DEW) NH1564'FREDERICK 1938-GOOD DESCRIPTION ADEQUATE SEE NOTE. NH1564' NH1564'FREDERICK NO. 2 1938-SEE NOTE NH1564' NH1564'FREDERICK NO. 1 1938-GOOD DESCRIPTION ADEQUATE NH1564' NH1564'FREDERICK 1938 AZI MK-GOOD DESCRIPTION ADEQUATE. NH1564' NH1564'NOTE--BESIDE THE AZI. MK. - STA. LANARK IS V.G. NH1564' NH1564'R.M. NO. 2--BECAUSE OF EROSION R.M. NO. 2 NOW PROJECTS APPROX 2.5 NH1564'FEET AND IS TILTED TO THE EAST. THIS MK. SHOULD BE RESET WHEN NH1564'CONVENIENT. PROPERTY IS STILL OWNED BY ORIGINAL OWNERS NH1564'AND IS STILL IN ALFALFA. NH1564 NH1564 STATION RECOVERY (1970) NH1564 NH1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) NH1564'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE NH1564'FOUND IN GOOD CONDITION. REFERENCE MARK 2 WAS FOUND WITH THE NH1564'TOP 2-1/2 FEET EXPOSED AND LEANING TO THE EAST. THE MONUMENT NH1564'WAS RESET AND USED AS REFERENCE MARK 3. THE DIRECTION TO NH1564'REFERENCE MARK 1 CHECKED AND THE MARK WAS MEASURED HORIZONTAL NH1564'AT THIS TIME RATHER THAN SLOPE. A NEW DESCRIPTION FOLLOWS-- NH1564' NH1564'STATION IS LOCATED IN THE SW 1/4 OF THE NW 1/4 OF SEC. 10, NH1564'T-23-N, R-5-E, ON A PROMINENT SANDY ALFALFA COVERED HILL NH1564'OWNED BY MR. MYRON FREDERICK, 270 FEET NORTHEAST OF THE NH1564'NORTHEAST CORNER OF A FENCE AROUND A SHORT FAA MAST, 125 NH1564'FEET NORTHWEST OF A FENCE CORNER, 95 FEET WEST OF A FENCE AND A NH1564'METAL WITNESS POST, 56 FEET SOUTH OF A FENCE AND ON THE NH1564'HIGHEST POINT. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED NH1564'FREDERICK 1938. NH1564' NH1564'TO REACH THE STATION FROM THE FARMERS STATE BANK IN CHADWICK, NH1564'GO SOUTH ON MAIN STREET FOR 0.15 MILE TO ROAD CURVE TO THE NH1564'RIGHT. TURN RIGHT AND GO WEST ON PAVED ROAD FOR 1.35 MILES NH1564'TO A CROSS ROAD. TURN LEFT AND GO SOUTH ON THE GRAVELED NH1564'ROAD FOR 0.75 MILE TO THE STATION ON THE LEFT 0.1 MILE EAST NH1564'OF THE ROAD. CONTINUE SOUTH ON THE ROAD FOR 0.25 MILE TO A NH1564'CROSSROAD. TURN RIGHT AND GO WEST ON THE GRADED SAND ROAD NH1564'FOR 1.0 MILE TO A T-ROAD. TURN RIGHT AND GO NORTH ON GRAVELED NH1564'ROAD FOR 0.55 MILE TO A CROSSROAD. TURN LEFT AND GO WEST NH1564'ON GRADED SAND ROAD FOR 0.15 MILE TO THE TOP OF GRADE AND NH1564'THE AZIMUTH MARK ON THE LEFT. NH1564' NH1564'REFERENCE MARK 1 IS 1 FOOT WEST OF FENCE, 65 FEET NORTH OF NH1564'THE FENCE CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST. NH1564'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED FREDERICK NH1564'NO 1 1938. NH1564' NH1564'REFERENCE MARK 3 IS 1 FOOT EAST OF A METAL WITNESS POST AND NH1564'1 FOOT SOUTH OF A FENCE. THE MONUMENT PROJECTS ABOUT 12 NH1564'INCHES AND THE DISK IS STAMPED FREDERICK 1938 NO 3 1970. NH1564' NH1564'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, NH1564'1 FOOT NORTH OF A FENCE, 30 FEET SOUTH OF CENTERLINE OF THE NH1564'ROAD, 7 FEET NORTHWEST OF AN 8 INCH WILD CHERRY TREE AND 7 NH1564'FEET EAST OF A 6 INCH ELM TREE. THE MONUMENT PROJECTS NH1564'10 INCHES AND THE DISK IS STAMPED FREDERICK 1938. NH1564' NH1564'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. NH1564' NH1564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 NH1564'MILE SOUTHWEST OF CHADWICK NH1564 NH1564 STATION RECOVERY (1975) NH1564 NH1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) NH1564'THE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE NH1564'FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS IN THE WAY OF ROAD NH1564'WORK AND AZI 2 WAS ESTABLISHED. THE AZIMUTH MARK WAS LEFT INTACT NH1564'AS THE ROAD CONSTRUCTION DATE IS NOT KNOWN. THE DIRECTION TO NH1564'REFERENCE MARK 1, 3 AND THE CHADWICK WATER TANK CHECKED. THE NH1564'DISTANCE TO REFERENCE MARK 3 CHECKED. THE DISTANCE TO NH1564'REFERENCE MARK 1 MISSED THE 1938 DISTANCE BY 0.18 METER AND THE NH1564'DISTANCE WAS MEASURED SLOPE. A NEW DESCRIPTION FOLLOWS. NH1564' NH1564'STATION IS LOCATED IN THE SW 1/4 OF THE NW 1/4 OF SEC. 10, T-23-N, NH1564'R-5-E, ON A PROMINENT SANDY HILL ON LAND OWNED BY MR. MYRON NH1564'FREDERICK, 270 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FENCE NH1564'AROUND A SHORT FAA MAST, 125 FEET NORTHWEST OF A FENCE CORNER, 69 NH1564'FEET NORTH OF A FENCE, 62 FEET SOUTHWEST OF A METAL WITNESS POST NH1564'AND 58 FEET SOUTH OF A FENCE. THE MONUMENT IS FLUSH AND THE DISK IS NH1564'STAMPED FREDERICK 1938. NH1564' NH1564'TO REACH THE STATION FROM THE FARMERS STATE BANK IN CHADWICK, GO NH1564'SOUTH ON MAIN STREET FOR 0.15 MILE TO A CURVE RIGHT. TURN RIGHT AND NH1564'GO WEST ON A PAVED ROAD FOR 1.35 MILES TO A CROSS ROAD. TURN LEFT NH1564'AND GO SOUTH ON A PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT AND NH1564'AZI 2 IN THE NORTHWEST ANGLE OF ROADS. CONTINUE AHEAD FOR 0.25 NH1564'MILE AND STATION ON LEFT 0.1 MILE EAST OF THE PAVED ROAD ON A NH1564'SMALL SAND HILL. NH1564' NH1564'REFERENCE MARK 1 IS 65 FEET NORTH OF A FENCE CORNER, 19 FEET WEST NH1564'OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST. THE MONUMENT NH1564'PROJECTS 5 INCHES AND THE DISK IS STAMPED FREDERICK NO 1 1938. NH1564' NH1564'REFERENCE MARK 3 IS 1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT NH1564'SOUTH OF A FENCE. THE MONUMENT PROJECTS 12 INCHES AND THE DISK IS NH1564'STAMPED FREDERICK 1938 NO 3 1970. NH1564' NH1564'AZI 2 IS 56 FEET WEST OF CENTERLINE OF THE PAVED ROAD, 30 FEET NORTH NH1564'OF THE CENTERLINE OF A DIRT ROAD 25 FEET WEST OF A FENCE CORNER, NH1564'2 FEET SOUTH OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS NH1564'POST. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED NH1564'FREDERICK AZI 2 1975. NH1564' NH1564'AZIMUTH MARK IS 30 FEET SOUTH OF CENTERLINE OF A DIRT ROAD, 6 FEET NH1564'WEST OF A 6 INCH WILD CHERRY TREE AND 1 FOOT EAST OF A METAL WITNESS NH1564'POST. THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED NH1564'FREDERICK 1938. NH1564' NH1564'TO REACH THE AZIMUTH MARK FROM HERE, GO WEST ON A DIRT ROAD FOR 1 NH1564'MILE TO A PAVED CROSS ROAD. CONTINUE AHEAD ACROSS THE PAVED ROAD NH1564'FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED. NH1564' NH1564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHWEST NH1564'OF CHADWICK. NH1564 NH1564 STATION RECOVERY (1996) NH1564 NH1564'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR) NH1564'RECOVERED AS DESCRIBED. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE NH1564'78 AND U.S. ROUTE 52/ILLINOIS ROUTE 64, PROCEED SOUTH ON ILLINOIS NH1564'ROUTE 78 FOR APPROXIMENTLY 5 MI (8.0 KM) TO THE JUNCTION OF ILLINOIS NH1564'ROUTE 78 AND VINEGAR ROAD, TURN LEFT (EAST) ON VINEGAR ROAD AND NH1564'PROCEED FOR APPROXIMENTLY 3.5 MI (5.6 KM) TO THE JUNCTION OF VINEGAR NH1564'ROAD AND OAKVILLE ROAD, TURN RIGHT (SOUTH) ON OAKVILLE ROAD AND NH1564'PROCEED FOR APPROXIMENTLY 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT NH1564'(EAST) SIDE OF OAKVILLE ROAD. THE STATION IS LOCATED APPROXIMENTLY NH1564'0.1 MI (0.2 KM) EAST OF THE CENTERLINE OF OAKVILLE ROAD OF TOP OF A NH1564'HILL IN A GRASS PRAIRIE SURROUNDED BY CULTIVATED FIELDS, 58 FT (17.7 NH1564'M) SOUTH OF A EAST-WEST FENCE LINE, 68 FT (20.7 M) NORTH OF A NH1564'EAST-WEST FENCE LINE, 126 FT (38.4 M) WEST OF A WEST EDGE OF A NH1564'CULTIVATED FIELD, 124 FT (37.8 M) NORTHWEST OF A FENCE CORNER TO THE NH1564'WEST, 62.5 FT (19.1 M) SOUTHEAST OF FREDERICK RM 3, AND 95 FT (29.0 M) NH1564'WEST OF FREDERICK RM 1. NH1564 NH1564 STATION RECOVERY (2001) NH1564 NH1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH1564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH1564 NH1564 STATION RECOVERY (2003) NH1564 NH1564'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH1564'STATION RM1 RM2 RM3 APPEAR TO BE IN A CULTIVATED FIELD THE AZIMUTH WAS NH1564'NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0697 *********************************************************************** NH0697 DESIGNATION - G 268 NH0697 PID - NH0697 NH0697 STATE/COUNTY- IL/CARROLL NH0697 USGS QUAD - MT CARROLL (1985) NH0697 NH0697 *CURRENT SURVEY CONTROL NH0697 ___________________________________________________________________ NH0697* NAD 83(1986)- 42 04 47. (N) 089 58 23. (W) SCALED NH0697* NAVD 88 - 245.560 (meters) 805.64 (feet) ADJUSTED NH0697 ___________________________________________________________________ NH0697 GEOID HEIGHT- -33.01 (meters) GEOID99 NH0697 DYNAMIC HT - 245.475 (meters) 805.36 (feet) COMP NH0697 MODELED GRAV- 980,273.1 (mgal) NAVD 88 NH0697 NH0697 VERT ORDER - FIRST CLASS I NH0697 NH0697.The horizontal coordinates were scaled from a topographic map and have NH0697.an estimated accuracy of +/- 6 seconds. NH0697 NH0697.The orthometric height was determined by differential leveling NH0697.and adjusted by the National Geodetic Survey in June 1991. NH0697 NH0697.The geoid height was determined by GEOID99. NH0697 NH0697.The dynamic height is computed by dividing the NAVD 88 NH0697.geopotential number by the normal gravity value computed on the NH0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0697.degrees latitude (g = 980.6199 gals.). NH0697 NH0697.The modeled gravity was interpolated from observed gravity values. NH0697 NH0697; North East Units Estimated Accuracy NH0697;SPC IL W - 600,960. 716,020. MT (+/- 180 meters Scaled) NH0697 NH0697 SUPERSEDED SURVEY CONTROL NH0697 NH0697 NGVD 29 (??/??/92) 245.591 (m) 805.74 (f) ADJ UNCH 1 1 NH0697 NH0697.Superseded values are not recommended for survey control. NH0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0697.See file dsdata.txt to determine how the superseded data were derived. NH0697 NH0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM540629(NAD 83) NH0697_MARKER: DB = BENCH MARK DISK NH0697_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NH0697_STAMPING: G 268 1970 NH0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0697 NH0697 HISTORY - Date Condition Report By NH0697 HISTORY - 1970 MONUMENTED NGS NH0697 HISTORY - 1987 GOOD USPSQD NH0697 HISTORY - 19950515 GOOD USPSQD NH0697 HISTORY - 20011203 GOOD NGS NH0697 HISTORY - 20031002 GOOD USPSQD NH0697 NH0697 STATION DESCRIPTION NH0697 NH0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0697'1.6 MI S FROM MT CARROLL. NH0697'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE NH0697'AT MT. CARROLL, THENCE 0.2 MILE EAST ALONG STATE HIGHWAY 88, 43 NH0697'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF NH0697'THE CENTER OF A WOODEN GATE AT AN ENTRANCE TO A FIELD, 1.2 FEET NH0697'NORTH OF A FENCE, 0.7 FOOT SOUTH OF A METAL WITNESS POST, ABOUT NH0697'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE NH0697'TOP OF A 3-INCH IRON PIPE PROJECTING 4 INCHES. SECTION 18, NH0697'T24N, R5E. NH0697 NH0697 STATION RECOVERY (1987) NH0697 NH0697'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0697'RECOVERED IN GOOD CONDITION. NH0697 NH0697 STATION RECOVERY (1995) NH0697 NH0697'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0697'RECOVERED IN GOOD CONDITION. NH0697 NH0697 STATION RECOVERY (2001) NH0697 NH0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0697'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0697 NH0697 STATION RECOVERY (2003) NH0697 NH0697'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0697'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0163 *********************************************************************** NJ0163 DESIGNATION - G 272 NJ0163 PID - NJ0163 NJ0163 STATE/COUNTY- IL/CARROLL NJ0163 USGS QUAD - WACKER (1985) NJ0163 NJ0163 *CURRENT SURVEY CONTROL NJ0163 ___________________________________________________________________ NJ0163* NAD 83(1986)- 42 05 49. (N) 090 06 00. (W) SCALED NJ0163* NAVD 88 - 236.964 (meters) 777.44 (feet) ADJUSTED NJ0163 ___________________________________________________________________ NJ0163 GEOID HEIGHT- -33.06 (meters) GEOID99 NJ0163 DYNAMIC HT - 236.881 (meters) 777.17 (feet) COMP NJ0163 MODELED GRAV- 980,266.9 (mgal) NAVD 88 NJ0163 NJ0163 VERT ORDER - FIRST CLASS I NJ0163 NJ0163.The horizontal coordinates were scaled from a topographic map and have NJ0163.an estimated accuracy of +/- 6 seconds. NJ0163 NJ0163.The orthometric height was determined by differential leveling NJ0163.and adjusted by the National Geodetic Survey in June 1991. NJ0163 NJ0163.The geoid height was determined by GEOID99. NJ0163 NJ0163.The dynamic height is computed by dividing the NAVD 88 NJ0163.geopotential number by the normal gravity value computed on the NJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0163.degrees latitude (g = 980.6199 gals.). NJ0163 NJ0163.The modeled gravity was interpolated from observed gravity values. NJ0163 NJ0163; North East Units Estimated Accuracy NJ0163;SPC IL W - 602,850. 705,520. MT (+/- 180 meters Scaled) NJ0163 NJ0163 SUPERSEDED SURVEY CONTROL NJ0163 NJ0163 NGVD 29 (??/??/92) 236.994 (m) 777.54 (f) ADJ UNCH 1 1 NJ0163 NJ0163.Superseded values are not recommended for survey control. NJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0163.See file dsdata.txt to determine how the superseded data were derived. NJ0163 NJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG398646(NAD 83) NJ0163_MARKER: DB = BENCH MARK DISK NJ0163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0163_STAMPING: G 272 1970 NJ0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0163 NJ0163 HISTORY - Date Condition Report By NJ0163 HISTORY - 1970 MONUMENTED NGS NJ0163 HISTORY - 1987 GOOD USPSQD NJ0163 HISTORY - 19950524 GOOD USPSQD NJ0163 HISTORY - 20011203 GOOD NGS NJ0163 HISTORY - 20030923 GOOD USPSQD NJ0163 NJ0163 STATION DESCRIPTION NJ0163 NJ0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0163'3.4 MI E FROM SAVANNA. NJ0163'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0163'SAVANNA, THENCE 3.2 MILES EAST ALONG U.S. HIGHWAY 52, NEAR THE NJ0163'EAST END OF A PAVED ROAD LEADING TO A HISTORICAL MARKER, 100 FEET NJ0163'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 174 FEET EAST OF THE EAST NJ0163'LEG FOR THE SIGN AT THE HISTORICAL MARKER, 3.0 FEET EAST OF A NJ0163'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2.0 FEET WEST OF A METAL NJ0163'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND NJ0163'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES. NJ0163'SECTION 1, T24N, R3E NJ0163 NJ0163 STATION RECOVERY (1987) NJ0163 NJ0163'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NJ0163'RECOVERED IN GOOD CONDITION. NJ0163 NJ0163 STATION RECOVERY (1995) NJ0163 NJ0163'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0163'RECOVERED IN GOOD CONDITION. NJ0163 NJ0163 STATION RECOVERY (2001) NJ0163 NJ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0163'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0163 NJ0163 STATION RECOVERY (2003) NJ0163 NJ0163'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0163'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0076 *********************************************************************** NJ0076 DESIGNATION - G 273 NJ0076 PID - NJ0076 NJ0076 STATE/COUNTY- IL/CARROLL NJ0076 USGS QUAD - BLACKHAWK (1975) NJ0076 NJ0076 *CURRENT SURVEY CONTROL NJ0076 ___________________________________________________________________ NJ0076* NAD 83(1986)- 42 08 23. (N) 090 09 56. (W) SCALED NJ0076* NAVD 88 - 182.769 (meters) 599.63 (feet) ADJUSTED NJ0076 ___________________________________________________________________ NJ0076 GEOID HEIGHT- -33.04 (meters) GEOID99 NJ0076 DYNAMIC HT - 182.707 (meters) 599.43 (feet) COMP NJ0076 MODELED GRAV- 980,279.8 (mgal) NAVD 88 NJ0076 NJ0076 VERT ORDER - FIRST CLASS I NJ0076 NJ0076.The horizontal coordinates were scaled from a topographic map and have NJ0076.an estimated accuracy of +/- 6 seconds. NJ0076 NJ0076.The orthometric height was determined by differential leveling NJ0076.and adjusted by the National Geodetic Survey in June 1991. NJ0076 NJ0076.The geoid height was determined by GEOID99. NJ0076 NJ0076.The dynamic height is computed by dividing the NAVD 88 NJ0076.geopotential number by the normal gravity value computed on the NJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0076.degrees latitude (g = 980.6199 gals.). NJ0076 NJ0076.The modeled gravity was interpolated from observed gravity values. NJ0076 NJ0076; North East Units Estimated Accuracy NJ0076;SPC IL W - 607,600. 700,090. MT (+/- 180 meters Scaled) NJ0076 NJ0076 SUPERSEDED SURVEY CONTROL NJ0076 NJ0076 NGVD 29 (??/??/92) 182.795 (m) 599.72 (f) ADJ UNCH 1 1 NJ0076 NJ0076.Superseded values are not recommended for survey control. NJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0076.See file dsdata.txt to determine how the superseded data were derived. NJ0076 NJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG342691(NAD 83) NJ0076_MARKER: DB = BENCH MARK DISK NJ0076_SETTING: 36 = ABUTMENT NJ0076_STAMPING: G 273 1970 NJ0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NJ0076 NJ0076 HISTORY - Date Condition Report By NJ0076 HISTORY - 1970 MONUMENTED NGS NJ0076 HISTORY - 19950524 GOOD USPSQD NJ0076 HISTORY - 20011203 GOOD NGS NJ0076 HISTORY - 20030923 GOOD USPSQD NJ0076 NJ0076 STATION DESCRIPTION NJ0076 NJ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0076'3 MI N FROM SAVANNA. NJ0076'ABOUT 3.05 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD NJ0076'FROM THE STATION AT SAVANNA, 139 FEET NORTHEAST OF THE NORTHEAST NJ0076'RAIL OF THE NORTHEAST TRACK, 27 FEET SOUTHWEST OF THE CENTER NJ0076'LINE OF STATE HIGHWAY 84, SET IN THE TOP OF THE SOUTHWEST END NJ0076'OF THE NORTHWEST CONCRETE ABUTMENT OF A 43-FOOT CONCRETE HIGHWAY NJ0076'BRIDGE OVER A CREEK, AND ABOUT LEVEL WITH THE TRACK AND THE NJ0076'HIGHWAY. SECTION 21, T25N, R3E NJ0076 NJ0076 STATION RECOVERY (1995) NJ0076 NJ0076'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0076'RECOVERED IN GOOD CONDITION. NJ0076 NJ0076 STATION RECOVERY (2001) NJ0076 NJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0076'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0076 NJ0076 STATION RECOVERY (2003) NJ0076 NJ0076'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0076'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0067 *********************************************************************** NJ0067 DESIGNATION - G 57 NJ0067 PID - NJ0067 NJ0067 STATE/COUNTY- IL/CARROLL NJ0067 USGS QUAD - SAVANNA (1990) NJ0067 NJ0067 *CURRENT SURVEY CONTROL NJ0067 ___________________________________________________________________ NJ0067* NAD 83(1986)- 42 06 15. (N) 090 09 27. (W) SCALED NJ0067* NAVD 88 - 192.034 (meters) 630.03 (feet) ADJUSTED NJ0067 ___________________________________________________________________ NJ0067 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0067 DYNAMIC HT - 191.969 (meters) 629.82 (feet) COMP NJ0067 MODELED GRAV- 980,275.5 (mgal) NAVD 88 NJ0067 NJ0067 VERT ORDER - FIRST CLASS I NJ0067 NJ0067.The horizontal coordinates were scaled from a topographic map and have NJ0067.an estimated accuracy of +/- 6 seconds. NJ0067 NJ0067.The orthometric height was determined by differential leveling NJ0067.and adjusted by the National Geodetic Survey in June 1991. NJ0067 NJ0067.The geoid height was determined by GEOID99. NJ0067 NJ0067.The dynamic height is computed by dividing the NAVD 88 NJ0067.geopotential number by the normal gravity value computed on the NJ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0067.degrees latitude (g = 980.6199 gals.). NJ0067 NJ0067.The modeled gravity was interpolated from observed gravity values. NJ0067 NJ0067; North East Units Estimated Accuracy NJ0067;SPC IL W - 603,650. 700,760. MT (+/- 180 meters Scaled) NJ0067 NJ0067 SUPERSEDED SURVEY CONTROL NJ0067 NJ0067 NGVD 29 (??/??/92) 192.067 (m) 630.14 (f) ADJ UNCH 1 1 NJ0067 NJ0067.Superseded values are not recommended for survey control. NJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0067.See file dsdata.txt to determine how the superseded data were derived. NJ0067 NJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG350652(NAD 83) NJ0067_MARKER: DB = BENCH MARK DISK NJ0067_SETTING: 36 = PIER NJ0067_STAMPING: G 57 1934 NJ0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NJ0067 NJ0067 HISTORY - Date Condition Report By NJ0067 HISTORY - 1934 MONUMENTED CGS NJ0067 HISTORY - 1970 GOOD NGS NJ0067 HISTORY - 1977 GOOD LOCSUR NJ0067 HISTORY - 1988 GOOD USPSQD NJ0067 HISTORY - 19950524 GOOD USPSQD NJ0067 HISTORY - 20011203 GOOD NGS NJ0067 HISTORY - 20030923 GOOD USPSQD NJ0067 NJ0067 STATION DESCRIPTION NJ0067 NJ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0067'0.8 MI N FROM SAVANNA. NJ0067'ABOUT 0.05 MILE WEST ALONG MADISON STREET FROM THE POST OFFICE NJ0067'AT SAVANNA, THENCE 0.75 MILE NORTH ALONG U.S. HIGHWAY 52, AT THE NJ0067'EAST END OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER, 13 NJ0067'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF NJ0067'THE NORTH END OF THE EAST CONCRETE PIER, AND ABOUT 5 FEET BELOW NJ0067'THE LEVEL OF THE BRIDGE FLOOR. SEC 4, T24N, R3E. NOTE-- THIS NJ0067'MARK IS ALSO 2.95 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE NJ0067'MUNICAPAL BUILDING AT SABULA, IOWA. NJ0067 NJ0067 STATION RECOVERY (1977) NJ0067 NJ0067'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 NJ0067'RECOVERED IN GOOD CONDITION. NJ0067 NJ0067 STATION RECOVERY (1988) NJ0067 NJ0067'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG) NJ0067'RECOVERED IN GOOD CONDITION. NJ0067 NJ0067 STATION RECOVERY (1995) NJ0067 NJ0067'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0067'RECOVERED IN GOOD CONDITION. NJ0067 NJ0067 STATION RECOVERY (2001) NJ0067 NJ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0067 NJ0067 STATION RECOVERY (2003) NJ0067 NJ0067'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0067'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0696 *********************************************************************** NH0696 DESIGNATION - H 268 NH0696 PID - NH0696 NH0696 STATE/COUNTY- IL/CARROLL NH0696 USGS QUAD - MT CARROLL (1985) NH0696 NH0696 *CURRENT SURVEY CONTROL NH0696 ___________________________________________________________________ NH0696* NAD 83(1986)- 42 04 46. (N) 089 57 29. (W) SCALED NH0696* NAVD 88 - 240.214 (meters) 788.10 (feet) ADJUSTED NH0696 ___________________________________________________________________ NH0696 GEOID HEIGHT- -33.00 (meters) GEOID99 NH0696 DYNAMIC HT - 240.131 (meters) 787.83 (feet) COMP NH0696 MODELED GRAV- 980,273.6 (mgal) NAVD 88 NH0696 NH0696 VERT ORDER - FIRST CLASS I NH0696 NH0696.The horizontal coordinates were scaled from a topographic map and have NH0696.an estimated accuracy of +/- 6 seconds. NH0696 NH0696.The orthometric height was determined by differential leveling NH0696.and adjusted by the National Geodetic Survey in June 1991. NH0696 NH0696.The geoid height was determined by GEOID99. NH0696 NH0696.The dynamic height is computed by dividing the NAVD 88 NH0696.geopotential number by the normal gravity value computed on the NH0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0696.degrees latitude (g = 980.6199 gals.). NH0696 NH0696.The modeled gravity was interpolated from observed gravity values. NH0696 NH0696; North East Units Estimated Accuracy NH0696;SPC IL W - 600,930. 717,260. MT (+/- 180 meters Scaled) NH0696 NH0696 SUPERSEDED SURVEY CONTROL NH0696 NH0696 NGVD 29 (??/??/92) 240.246 (m) 788.21 (f) ADJ UNCH 1 1 NH0696 NH0696.Superseded values are not recommended for survey control. NH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0696.See file dsdata.txt to determine how the superseded data were derived. NH0696 NH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM553628(NAD 83) NH0696_MARKER: DB = BENCH MARK DISK NH0696_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NH0696_STAMPING: H 268 1970 NH0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0696 NH0696 HISTORY - Date Condition Report By NH0696 HISTORY - 1970 MONUMENTED NGS NH0696 HISTORY - 1987 GOOD USPSQD NH0696 HISTORY - 19950515 GOOD USPSQD NH0696 HISTORY - 20011203 GOOD NGS NH0696 HISTORY - 20031002 GOOD USPSQD NH0696 NH0696 STATION DESCRIPTION NH0696 NH0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0696'2.4 MI SE FROM MT CARROLL. NH0696'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE NH0696'AT MT. CARROLL, THENCE 0.95 MILE EAST ALONG STATE HIGHWAY 88, NH0696'31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 81 FEET WEST NH0696'OF THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS SOUTH, 17 FEET NH0696'WEST OF A 36-INCH MAPLE TREE, 1.3 FEET NORTH OF A FENCE, 0.7 FOOT NH0696'SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL NH0696'OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE NH0696'PROJECTING 6 INCHES. SECTION 18, T24N, R5E. NH0696 NH0696 STATION RECOVERY (1987) NH0696 NH0696'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0696'RECOVERED IN GOOD CONDITION. NH0696 NH0696 STATION RECOVERY (1995) NH0696 NH0696'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0696'RECOVERED IN GOOD CONDITION. NH0696 NH0696 STATION RECOVERY (2001) NH0696 NH0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0696'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0696 NH0696 STATION RECOVERY (2003) NH0696 NH0696'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0696'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0164 *********************************************************************** NJ0164 DESIGNATION - H 272 NJ0164 PID - NJ0164 NJ0164 STATE/COUNTY- IL/CARROLL NJ0164 USGS QUAD - WACKER (1985) NJ0164 NJ0164 *CURRENT SURVEY CONTROL NJ0164 ___________________________________________________________________ NJ0164* NAD 83(1986)- 42 05 57. (N) 090 06 50. (W) SCALED NJ0164* NAVD 88 - 192.827 (meters) 632.63 (feet) ADJUSTED NJ0164 ___________________________________________________________________ NJ0164 GEOID HEIGHT- -33.06 (meters) GEOID99 NJ0164 DYNAMIC HT - 192.761 (meters) 632.42 (feet) COMP NJ0164 MODELED GRAV- 980,273.7 (mgal) NAVD 88 NJ0164 NJ0164 VERT ORDER - FIRST CLASS I NJ0164 NJ0164.The horizontal coordinates were scaled from a topographic map and have NJ0164.an estimated accuracy of +/- 6 seconds. NJ0164 NJ0164.The orthometric height was determined by differential leveling NJ0164.and adjusted by the National Geodetic Survey in June 1991. NJ0164 NJ0164.The geoid height was determined by GEOID99. NJ0164 NJ0164.The dynamic height is computed by dividing the NAVD 88 NJ0164.geopotential number by the normal gravity value computed on the NJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0164.degrees latitude (g = 980.6199 gals.). NJ0164 NJ0164.The modeled gravity was interpolated from observed gravity values. NJ0164 NJ0164; North East Units Estimated Accuracy NJ0164;SPC IL W - 603,100. 704,370. MT (+/- 180 meters Scaled) NJ0164 NJ0164 SUPERSEDED SURVEY CONTROL NJ0164 NJ0164 NGVD 29 (??/??/92) 192.858 (m) 632.74 (f) ADJ UNCH 1 1 NJ0164 NJ0164.Superseded values are not recommended for survey control. NJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0164.See file dsdata.txt to determine how the superseded data were derived. NJ0164 NJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG386648(NAD 83) NJ0164_MARKER: DB = BENCH MARK DISK NJ0164_SETTING: 30 = CULVERT NJ0164_STAMPING: H 272 1970 NJ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NJ0164+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 NJ0164 NJ0164 HISTORY - Date Condition Report By NJ0164 HISTORY - 1970 MONUMENTED NGS NJ0164 HISTORY - 1987 GOOD USPSQD NJ0164 HISTORY - 19950524 GOOD USPSQD NJ0164 HISTORY - 20011203 GOOD NGS NJ0164 HISTORY - 20030923 GOOD USPSQD NJ0164 NJ0164 STATION DESCRIPTION NJ0164 NJ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0164'2.7 MI E FROM SAVANNA. NJ0164'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0164'SAVANNA, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 52, NEAR THE NJ0164'INTERSECTION OF THE HIGHWAY AND GEORGETOWN SCENIC ROAD, 22 FEET NJ0164'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE NJ0164'TOP OF THE NORTH CONCRETE HEADWALL OF A 4- X 4-FOOT CONCRETE NJ0164'CULVERT UNDER THE HIGHWAY, 86 FEET EAST OF THE CENTER LINE OF NJ0164'GEORGETOWN SCENIC ROAD, AND ABOUT LEVEL WITH THE HIGHWAY. SECTION NJ0164'1, T24N, R3E NJ0164 NJ0164 STATION RECOVERY (1987) NJ0164 NJ0164'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NJ0164'RECOVERED IN GOOD CONDITION. NJ0164 NJ0164 STATION RECOVERY (1995) NJ0164 NJ0164'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0164'RECOVERED IN GOOD CONDITION. NJ0164 NJ0164 STATION RECOVERY (2001) NJ0164 NJ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0164'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0164 NJ0164 STATION RECOVERY (2003) NJ0164 NJ0164'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0164'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0678 *********************************************************************** NH0678 DESIGNATION - ILL 27 WA USGS NH0678 PID - NH0678 NH0678 STATE/COUNTY- IL/CARROLL NH0678 USGS QUAD - LANARK (1985) NH0678 NH0678 *CURRENT SURVEY CONTROL NH0678 ___________________________________________________________________ NH0678* NAD 83(1986)- 42 06 53. (N) 089 48 11. (W) SCALED NH0678* NAVD 88 - 254.370 (meters) 834.55 (feet) ADJUSTED NH0678 ___________________________________________________________________ NH0678 GEOID HEIGHT- -32.96 (meters) GEOID99 NH0678 DYNAMIC HT - 254.283 (meters) 834.26 (feet) COMP NH0678 MODELED GRAV- 980,272.9 (mgal) NAVD 88 NH0678 NH0678 VERT ORDER - FIRST CLASS I NH0678 NH0678.The horizontal coordinates were scaled from a topographic map and have NH0678.an estimated accuracy of +/- 6 seconds. NH0678 NH0678.The orthometric height was determined by differential leveling NH0678.and adjusted by the National Geodetic Survey in June 1991. NH0678 NH0678.The geoid height was determined by GEOID99. NH0678 NH0678.The dynamic height is computed by dividing the NAVD 88 NH0678.geopotential number by the normal gravity value computed on the NH0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0678.degrees latitude (g = 980.6199 gals.). NH0678 NH0678.The modeled gravity was interpolated from observed gravity values. NH0678 NH0678; North East Units Estimated Accuracy NH0678;SPC IL W - 604,890. 730,070. MT (+/- 180 meters Scaled) NH0678 NH0678 SUPERSEDED SURVEY CONTROL NH0678 NH0678 NGVD 29 (??/??/92) 254.405 (m) 834.66 (f) ADJ UNCH 1 1 NH0678 NH0678.Superseded values are not recommended for survey control. NH0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0678.See file dsdata.txt to determine how the superseded data were derived. NH0678 NH0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM682663(NAD 83) NH0678_MARKER: DD = SURVEY DISK NH0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0678_STAMPING: ILL 27 WA 1927 834 NH0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0678+STABILITY: SURFACE MOTION NH0678 NH0678 HISTORY - Date Condition Report By NH0678 HISTORY - 1927 MONUMENTED USGS NH0678 HISTORY - 1970 GOOD NGS NH0678 HISTORY - 19950515 MARK NOT FOUND USPSQD NH0678 HISTORY - 20011203 MARK NOT FOUND NGS NH0678 HISTORY - 20031004 MARK NOT FOUND USPSQD NH0678 NH0678 STATION DESCRIPTION NH0678 NH0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0678'2.2 MI NE FROM LANARK. NH0678'ABOUT 1.35 MILES EAST ALONG E. LOCUST STREET AND A GRAVELED NH0678'ROAD FROM THE METHODIST CHURCH AT LANARK, THENCE 0.85 MILE NH0678'NORTH ALONG A GRAVELED ROAD, AT A CROSSING OF THE ROAD AND THE NH0678'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AND AT A NH0678'JUNCTION OF THE ROAD AND A GRAVELED ROAD THAT LEADS NORTHEAST, NH0678'21 FEET WEST OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET SOUTHEAST NH0678'OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS, 12 FEET NH0678'NORTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD AND NH0678'THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 16 NH0678'INCHES. SECTION 33, T25N, R6E NH0678 NH0678 STATION RECOVERY (1995) NH0678 NH0678'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0678'MARK NOT FOUND. NH0678 NH0678 STATION RECOVERY (2001) NH0678 NH0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0678'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0678 NH0678 STATION RECOVERY (2003) NH0678 NH0678'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0678'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0695 *********************************************************************** NH0695 DESIGNATION - J 268 NH0695 PID - NH0695 NH0695 STATE/COUNTY- IL/CARROLL NH0695 USGS QUAD - MT CARROLL (1985) NH0695 NH0695 *CURRENT SURVEY CONTROL NH0695 ___________________________________________________________________ NH0695* NAD 83(1986)- 42 04 46. (N) 089 56 11. (W) SCALED NH0695* NAVD 88 - 246.255 (meters) 807.92 (feet) ADJUSTED NH0695 ___________________________________________________________________ NH0695 GEOID HEIGHT- -32.99 (meters) GEOID99 NH0695 DYNAMIC HT - 246.170 (meters) 807.64 (feet) COMP NH0695 MODELED GRAV- 980,273.7 (mgal) NAVD 88 NH0695 NH0695 VERT ORDER - FIRST CLASS I NH0695 NH0695.The horizontal coordinates were scaled from a topographic map and have NH0695.an estimated accuracy of +/- 6 seconds. NH0695 NH0695.The orthometric height was determined by differential leveling NH0695.and adjusted by the National Geodetic Survey in June 1991. NH0695 NH0695.The geoid height was determined by GEOID99. NH0695 NH0695.The dynamic height is computed by dividing the NAVD 88 NH0695.geopotential number by the normal gravity value computed on the NH0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0695.degrees latitude (g = 980.6199 gals.). NH0695 NH0695.The modeled gravity was interpolated from observed gravity values. NH0695 NH0695; North East Units Estimated Accuracy NH0695;SPC IL W - 600,930. 719,050. MT (+/- 180 meters Scaled) NH0695 NH0695 SUPERSEDED SURVEY CONTROL NH0695 NH0695 NGVD 29 (??/??/92) 246.287 (m) 808.03 (f) ADJ UNCH 1 1 NH0695 NH0695.Superseded values are not recommended for survey control. NH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0695.See file dsdata.txt to determine how the superseded data were derived. NH0695 NH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM571627(NAD 83) NH0695_MARKER: DB = BENCH MARK DISK NH0695_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NH0695_STAMPING: J 268 1970 NH0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0695 NH0695 HISTORY - Date Condition Report By NH0695 HISTORY - 1970 MONUMENTED NGS NH0695 HISTORY - 1987 GOOD USPSQD NH0695 HISTORY - 19950515 GOOD USPSQD NH0695 HISTORY - 20011203 GOOD NGS NH0695 HISTORY - 20031002 GOOD USPSQD NH0695 NH0695 STATION DESCRIPTION NH0695 NH0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0695'3.6 MI E FROM MT CARROLL. NH0695'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE NH0695'AT MT. CARROLL, THENCE 1.25 MILES EAST ALONG STATE HIGHWAY 88, NH0695'THENCE 0.9 MILE EAST ALONG A PAVED ROAD, AT THE END OF THE PAVED NH0695'PORTION OF THE ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE NH0695'ROAD, 62 FEET WEST OF THE EXTENDED CENTER LINE OF A PRIVATE NH0695'DRIVEWAY WHICH LEADS NORTH, 1.1 FEET NORTH OF A FENCE, 0.6 FOOT NH0695'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND NH0695'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 3 INCHES. NH0695'SECTION 16, T24N, R5E. NH0695 NH0695 STATION RECOVERY (1987) NH0695 NH0695'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0695'RECOVERED IN GOOD CONDITION. NH0695 NH0695 STATION RECOVERY (1995) NH0695 NH0695'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0695'RECOVERED IN GOOD CONDITION. NH0695 NH0695 STATION RECOVERY (2001) NH0695 NH0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0695'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0695 NH0695 STATION RECOVERY (2003) NH0695 NH0695'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0695'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0165 *********************************************************************** NJ0165 DESIGNATION - J 272 NJ0165 PID - NJ0165 NJ0165 STATE/COUNTY- IL/CARROLL NJ0165 USGS QUAD - WACKER (1985) NJ0165 NJ0165 *CURRENT SURVEY CONTROL NJ0165 ___________________________________________________________________ NJ0165* NAD 83(1986)- 42 05 26. (N) 090 06 43. (W) SCALED NJ0165* NAVD 88 - 186.014 (meters) 610.28 (feet) ADJUSTED NJ0165 ___________________________________________________________________ NJ0165 GEOID HEIGHT- -33.06 (meters) GEOID99 NJ0165 DYNAMIC HT - 185.950 (meters) 610.07 (feet) COMP NJ0165 MODELED GRAV- 980,272.7 (mgal) NAVD 88 NJ0165 NJ0165 VERT ORDER - FIRST CLASS I NJ0165 NJ0165.The horizontal coordinates were scaled from a topographic map and have NJ0165.an estimated accuracy of +/- 6 seconds. NJ0165 NJ0165.The orthometric height was determined by differential leveling NJ0165.and adjusted by the National Geodetic Survey in June 1991. NJ0165 NJ0165.The geoid height was determined by GEOID99. NJ0165 NJ0165.The dynamic height is computed by dividing the NAVD 88 NJ0165.geopotential number by the normal gravity value computed on the NJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0165.degrees latitude (g = 980.6199 gals.). NJ0165 NJ0165.The modeled gravity was interpolated from observed gravity values. NJ0165 NJ0165; North East Units Estimated Accuracy NJ0165;SPC IL W - 602,140. 704,530. MT (+/- 180 meters Scaled) NJ0165 NJ0165 SUPERSEDED SURVEY CONTROL NJ0165 NJ0165 NGVD 29 (??/??/92) 186.045 (m) 610.38 (f) ADJ UNCH 1 1 NJ0165 NJ0165.Superseded values are not recommended for survey control. NJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0165.See file dsdata.txt to determine how the superseded data were derived. NJ0165 NJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG388638(NAD 83) NJ0165_MARKER: DB = BENCH MARK DISK NJ0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0165_STAMPING: J 272 1970 NJ0165_PROJECTION: FLUSH NJ0165_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT NJ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NJ0165+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 NJ0165 NJ0165 HISTORY - Date Condition Report By NJ0165 HISTORY - 1970 MONUMENTED NGS NJ0165 HISTORY - 19950524 GOOD USPSQD NJ0165 HISTORY - 19960814 GOOD SECI NJ0165 HISTORY - 20011203 GOOD NGS NJ0165 HISTORY - 20030923 GOOD USPSQD NJ0165 NJ0165 STATION DESCRIPTION NJ0165 NJ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0165'3.3 MI E FROM SAVANNA. NJ0165'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0165'SAVANNA, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 52, THENCE NJ0165'0.6 MILE SOUTH ALONG GEORGETOWN SCENIC ROAD, ABOUT MIDWAY BETWEEN NJ0165'2 POWER POLES, 73 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, NJ0165'61 FEET SOUTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST METAL NJ0165'GUARD RAIL ON A BRIDGE OVER A CREEK, 3.8 FEET NORTHEAST OF THE NJ0165'MORE SOUTHWESTERLY OF 2 POWER POLES, 1.8 FEET NORTHWEST OF A NJ0165'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND BRAZED ON THE NJ0165'TOP OF A 3-INCH IRON PIPE PROJECTING 3 INCHES. SECTION 12, T24N, NJ0165'R3E NJ0165 NJ0165 STATION RECOVERY (1995) NJ0165 NJ0165'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0165'RECOVERED IN GOOD CONDITION. NJ0165 NJ0165 STATION RECOVERY (1996) NJ0165 NJ0165'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR) NJ0165'RECOVERED AS DESCRIBED EXCEPT THAT THE BRIDGE AND GUARDRAIL ARE NO NJ0165'LONGER THERE. NJ0165 NJ0165 STATION RECOVERY (2001) NJ0165 NJ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0165'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0165 NJ0165 STATION RECOVERY (2003) NJ0165 NJ0165'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0165'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0066 *********************************************************************** NJ0066 DESIGNATION - JLS 112 NJ0066 PID - NJ0066 NJ0066 STATE/COUNTY- IL/CARROLL NJ0066 USGS QUAD - SAVANNA (1990) NJ0066 NJ0066 *CURRENT SURVEY CONTROL NJ0066 ___________________________________________________________________ NJ0066* NAD 83(1986)- 42 05 59. (N) 090 09 25. (W) SCALED NJ0066* NAVD 88 - 182.929 (meters) 600.16 (feet) ADJUSTED NJ0066 ___________________________________________________________________ NJ0066 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0066 DYNAMIC HT - 182.866 (meters) 599.95 (feet) COMP NJ0066 MODELED GRAV- 980,275.9 (mgal) NAVD 88 NJ0066 NJ0066 VERT ORDER - FIRST CLASS I NJ0066 NJ0066.The horizontal coordinates were scaled from a topographic map and have NJ0066.an estimated accuracy of +/- 6 seconds. NJ0066 NJ0066.The orthometric height was determined by differential leveling NJ0066.and adjusted by the National Geodetic Survey in June 1991. NJ0066 NJ0066.The geoid height was determined by GEOID99. NJ0066 NJ0066.The dynamic height is computed by dividing the NAVD 88 NJ0066.geopotential number by the normal gravity value computed on the NJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0066.degrees latitude (g = 980.6199 gals.). NJ0066 NJ0066.The modeled gravity was interpolated from observed gravity values. NJ0066 NJ0066; North East Units Estimated Accuracy NJ0066;SPC IL W - 603,160. 700,800. MT (+/- 180 meters Scaled) NJ0066 NJ0066 SUPERSEDED SURVEY CONTROL NJ0066 NJ0066 NGVD 29 (??/??/92) 182.961 (m) 600.26 (f) ADJ UNCH 1 1 NJ0066 NJ0066.Superseded values are not recommended for survey control. NJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0066.See file dsdata.txt to determine how the superseded data were derived. NJ0066 NJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG350647(NAD 83) NJ0066_MARKER: DD = SURVEY DISK NJ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NJ0066_STAMPING: TT STA NO 112 1927 JLS 600 NJ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NJ0066+STABILITY: SURFACE MOTION NJ0066 NJ0066 HISTORY - Date Condition Report By NJ0066 HISTORY - 1927 MONUMENTED USGS NJ0066 HISTORY - 1970 GOOD NGS NJ0066 HISTORY - 1977 GOOD LOCSUR NJ0066 HISTORY - 1988 MARK NOT FOUND USPSQD NJ0066 HISTORY - 19950524 GOOD USPSQD NJ0066 HISTORY - 20011203 GOOD NGS NJ0066 HISTORY - 20030923 GOOD USPSQD NJ0066 NJ0066 STATION DESCRIPTION NJ0066 NJ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0066'0.5 MI N FROM SAVANNA. NJ0066'ABOUT 0.05 MILE WEST ALONG MADISON STREET FROM THE POST OFFICE NJ0066'AT SAVANNA, THENCE 0.45 MILE NORTH ALONG U.S. HIGHWAY 52 WHICH NJ0066'IS MAIN STREET, AT THE NORTHWEST CORNER OF THE INTERSECTION OF NJ0066'THE STREET AND CLAY STREET, 41 FEET WEST OF THE CENTER LINE NJ0066'OF MAIN STREET, 23 FEET NORTH OF THE CENTER LINE OF CLAY STREET, NJ0066'11.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH ON THE NJ0066'EAST SIDE OF HOUSE NUMBER 1001, 8.8 FEET WEST AND ACROSS A NJ0066'SIDEWALK FROM A FIRE HYDRANT, 1.5 FEET WEST OF THE WEST EDGE NJ0066'OF THE SIDEWALK, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE SIDEWALK, NJ0066'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE NJ0066'SURFACE OF THE GROUND. SECTION 4, T24N, R3E NJ0066 NJ0066 STATION RECOVERY (1977) NJ0066 NJ0066'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 NJ0066'CHANGE TO READ - 20.5 FT. NORTH OF THE CENTER LINE OF CLAY STREET. NJ0066 NJ0066 STATION RECOVERY (1988) NJ0066 NJ0066'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG) NJ0066'MARK NOT FOUND. NJ0066 NJ0066 STATION RECOVERY (1995) NJ0066 NJ0066'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0066'RECOVERED IN GOOD CONDITION. NJ0066 NJ0066 STATION RECOVERY (2001) NJ0066 NJ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0066 NJ0066 STATION RECOVERY (2003) NJ0066 NJ0066'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0066'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0173 *********************************************************************** NJ0173 DESIGNATION - K 272 NJ0173 PID - NJ0173 NJ0173 STATE/COUNTY- IL/CARROLL NJ0173 USGS QUAD - SAVANNA (1990) NJ0173 NJ0173 *CURRENT SURVEY CONTROL NJ0173 ___________________________________________________________________ NJ0173* NAD 83(1997)- 42 05 53.78662(N) 090 07 36.77727(W) ADJUSTED NJ0173* NAVD 88 - 188.687 (meters) 619.05 (feet) ADJUSTED NJ0173 ___________________________________________________________________ NJ0173 X - -10,496.375 (meters) COMP NJ0173 Y - -4,739,791.837 (meters) COMP NJ0173 Z - 4,253,813.868 (meters) COMP NJ0173 LAPLACE CORR- -0.65 (seconds) DEFLEC99 NJ0173 ELLIP HEIGHT- 155.64 (meters) (09/15/98) GPS OBS NJ0173 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0173 DYNAMIC HT - 188.623 (meters) 618.84 (feet) COMP NJ0173 MODELED GRAV- 980,278.3 (mgal) NAVD 88 NJ0173 NJ0173 HORZ ORDER - FIRST NJ0173 VERT ORDER - FIRST CLASS I NJ0173 ELLP ORDER - THIRD CLASS I NJ0173 NJ0173.The horizontal coordinates were established by GPS observations NJ0173.and adjusted by the National Geodetic Survey in September 1998. NJ0173 NJ0173.The orthometric height was determined by differential leveling NJ0173.and adjusted by the National Geodetic Survey in June 1991. NJ0173 NJ0173.The X, Y, and Z were computed from the position and the ellipsoidal ht. NJ0173 NJ0173.The Laplace correction was computed from DEFLEC99 derived deflections. NJ0173 NJ0173.The ellipsoidal height was determined by GPS observations NJ0173.and is referenced to NAD 83. NJ0173 NJ0173.The geoid height was determined by GEOID99. NJ0173 NJ0173.The dynamic height is computed by dividing the NAVD 88 NJ0173.geopotential number by the normal gravity value computed on the NJ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0173.degrees latitude (g = 980.6199 gals.). NJ0173 NJ0173.The modeled gravity was interpolated from observed gravity values. NJ0173 NJ0173; North East Units Scale Converg. NJ0173;SPC IL W - 602,998.422 703,290.872 MT 0.99994131 +0 01 36.0 NJ0173;UTM 15 - 4,664,682.931 737,588.522 MT 1.00029463 +1 55 37.4 NJ0173 NJ0173|---------------------------------------------------------------------| NJ0173| PID Reference Object Distance Geod. Az | NJ0173| dddmmss.s | NJ0173| AH2970 CAR64 1A 267.675 METERS 06507 | NJ0173|---------------------------------------------------------------------| NJ0173 NJ0173 SUPERSEDED SURVEY CONTROL NJ0173 NJ0173 NAVD 88 (09/15/98) 188.69 (m) 619.1 (f) LEVELING 3 NJ0173 NGVD 29 (??/??/92) 188.719 (m) 619.16 (f) ADJ UNCH 1 1 NJ0173 NJ0173.Superseded values are not recommended for survey control. NJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0173.See file dsdata.txt to determine how the superseded data were derived. NJ0173 NJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3758964683(NAD 83) NJ0173_MARKER: DB = BENCH MARK DISK NJ0173_SETTING: 38 = ABUTMENT NJ0173_STAMPING: K 272 1970 NJ0173_PROJECTION: FLUSH NJ0173_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT NJ0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NJ0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NJ0173+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996 NJ0173 NJ0173 HISTORY - Date Condition Report By NJ0173 HISTORY - 1970 MONUMENTED NGS NJ0173 HISTORY - 1977 GOOD LOCSUR NJ0173 HISTORY - 19950524 GOOD USPSQD NJ0173 HISTORY - 19960814 GOOD SECI NJ0173 HISTORY - 20011203 GOOD NGS NJ0173 HISTORY - 20030927 GOOD USPSQD NJ0173 NJ0173 STATION DESCRIPTION NJ0173 NJ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0173'2.1 MI E FROM SAVANNA. NJ0173'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0173'SAVANNA, THENCE 1.85 MILES EAST ALONG U.S. HIGHWAY 52, 18.5 NJ0173'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NJ0173'NORTH END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER NJ0173'PLUM RIVER, 2.0 FEET SOUTH OF THE WEST END OF THE NORTH METAL NJ0173'GUARD RAIL ON THE BRIDGE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE NJ0173'HIGHWAY. SECTION 2, T24N, R3E NJ0173 NJ0173 STATION RECOVERY (1977) NJ0173 NJ0173'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 NJ0173'RECOVERED IN GOOD CONDITION. NJ0173 NJ0173 STATION RECOVERY (1995) NJ0173 NJ0173'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0173'RECOVERED IN GOOD CONDITION. NJ0173 NJ0173 STATION RECOVERY (1996) NJ0173 NJ0173'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR) NJ0173'RECOVERED AS DESCRIBED. NJ0173 NJ0173 STATION RECOVERY (2001) NJ0173 NJ0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0173'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0173 NJ0173 STATION RECOVERY (2003) NJ0173 NJ0173'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK) NJ0173'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0692 *********************************************************************** NH0692 DESIGNATION - L 268 NH0692 PID - NH0692 NH0692 STATE/COUNTY- IL/CARROLL NH0692 USGS QUAD - MT CARROLL (1985) NH0692 NH0692 *CURRENT SURVEY CONTROL NH0692 ___________________________________________________________________ NH0692* NAD 83(1986)- 42 04 49. (N) 089 53 38. (W) SCALED NH0692* NAVD 88 - 270.002 (meters) 885.83 (feet) ADJUSTED NH0692 ___________________________________________________________________ NH0692 GEOID HEIGHT- -32.96 (meters) GEOID99 NH0692 DYNAMIC HT - 269.910 (meters) 885.53 (feet) COMP NH0692 MODELED GRAV- 980,273.7 (mgal) NAVD 88 NH0692 NH0692 VERT ORDER - FIRST CLASS I NH0692 NH0692.The horizontal coordinates were scaled from a topographic map and have NH0692.an estimated accuracy of +/- 6 seconds. NH0692 NH0692.The orthometric height was determined by differential leveling NH0692.and adjusted by the National Geodetic Survey in June 1991. NH0692 NH0692.The geoid height was determined by GEOID99. NH0692 NH0692.The dynamic height is computed by dividing the NAVD 88 NH0692.geopotential number by the normal gravity value computed on the NH0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0692.degrees latitude (g = 980.6199 gals.). NH0692 NH0692.The modeled gravity was interpolated from observed gravity values. NH0692 NH0692; North East Units Estimated Accuracy NH0692;SPC IL W - 601,040. 722,570. MT (+/- 180 meters Scaled) NH0692 NH0692 SUPERSEDED SURVEY CONTROL NH0692 NH0692 NGVD 29 (??/??/92) 270.034 (m) 885.94 (f) ADJ UNCH 1 1 NH0692 NH0692.Superseded values are not recommended for survey control. NH0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0692.See file dsdata.txt to determine how the superseded data were derived. NH0692 NH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM606627(NAD 83) NH0692_MARKER: DB = BENCH MARK DISK NH0692_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NH0692_STAMPING: L 268 1970 NH0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0692 NH0692 HISTORY - Date Condition Report By NH0692 HISTORY - 1970 MONUMENTED NGS NH0692 HISTORY - 1987 MARK NOT FOUND USPSQD NH0692 HISTORY - 19950515 MARK NOT FOUND USPSQD NH0692 HISTORY - 20011203 MARK NOT FOUND NGS NH0692 HISTORY - 20031002 MARK NOT FOUND USPSQD NH0692 NH0692 STATION DESCRIPTION NH0692 NH0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0692'4.7 MI SW FROM LANARK. NH0692'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST OFFICE NH0692'AT LANARK, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE NH0692'3.25 MILES WEST ALONG A GRAVELED ROAD, OR ABOUT 1.4 MILES SOUTH NH0692'ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE AT MT. CARROLL, THENCE NH0692'1.25 MILES EAST ALONG STATE HIGHWAY 88, THENCE 3.05 MILES EAST NH0692'ALONG A PAVED AND GRAVELED ROAD, 46 FEET NORTH OF THE CENTER NH0692'LINE OF THE EAST-WEST GRAVELED ROAD, 26 FEET EAST OF THE CENTER NH0692'LINE OF A NORTH-SOUTH GRAVELED ROAD, 13.5 FEET NORTH OF A NH0692'CORNER FENCE POST, 11 FEET NORTH OF CONCRETE POST NUMBER 103 TR, NH0692'1.3 FEET WEST OF A FENCE, 0.9 FOOT NORTHEAST OF A METAL WITNESS NH0692'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROADS, AND BRAZED NH0692'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES. SECTION NH0692'11, T24N, R5E. NH0692 NH0692 STATION RECOVERY (1987) NH0692 NH0692'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0692'MARK NOT FOUND. NH0692 NH0692 STATION RECOVERY (1995) NH0692 NH0692'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0692'MARK NOT FOUND. NH0692 NH0692 STATION RECOVERY (2001) NH0692 NH0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0692'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0692 NH0692 STATION RECOVERY (2003) NH0692 NH0692'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0692'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0174 *********************************************************************** NJ0174 DESIGNATION - L 272 NJ0174 PID - NJ0174 NJ0174 STATE/COUNTY- IL/CARROLL NJ0174 USGS QUAD - SAVANNA (1990) NJ0174 NJ0174 *CURRENT SURVEY CONTROL NJ0174 ___________________________________________________________________ NJ0174* NAD 83(1986)- 42 05 22. (N) 090 07 59. (W) SCALED NJ0174* NAVD 88 - 191.447 (meters) 628.11 (feet) ADJUSTED NJ0174 ___________________________________________________________________ NJ0174 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0174 DYNAMIC HT - 191.382 (meters) 627.89 (feet) COMP NJ0174 MODELED GRAV- 980,277.5 (mgal) NAVD 88 NJ0174 NJ0174 VERT ORDER - FIRST CLASS I NJ0174 NJ0174.The horizontal coordinates were scaled from a topographic map and have NJ0174.an estimated accuracy of +/- 6 seconds. NJ0174 NJ0174.The orthometric height was determined by differential leveling NJ0174.and adjusted by the National Geodetic Survey in June 1991. NJ0174 NJ0174.The geoid height was determined by GEOID99. NJ0174 NJ0174.The dynamic height is computed by dividing the NAVD 88 NJ0174.geopotential number by the normal gravity value computed on the NJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0174.degrees latitude (g = 980.6199 gals.). NJ0174 NJ0174.The modeled gravity was interpolated from observed gravity values. NJ0174 NJ0174; North East Units Estimated Accuracy NJ0174;SPC IL W - 602,020. 702,780. MT (+/- 180 meters Scaled) NJ0174 NJ0174 SUPERSEDED SURVEY CONTROL NJ0174 NJ0174 NGVD 29 (??/??/92) 191.479 (m) 628.21 (f) ADJ UNCH 1 1 NJ0174 NJ0174.Superseded values are not recommended for survey control. NJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0174.See file dsdata.txt to determine how the superseded data were derived. NJ0174 NJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG371636(NAD 83) NJ0174_MARKER: DB = BENCH MARK DISK NJ0174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0174_STAMPING: L 272 1970 NJ0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0174 NJ0174 HISTORY - Date Condition Report By NJ0174 HISTORY - 1970 MONUMENTED NGS NJ0174 HISTORY - 1977 MARK NOT FOUND LOCSUR NJ0174 HISTORY - 19950524 MARK NOT FOUND USPSQD NJ0174 HISTORY - 20011203 MARK NOT FOUND NGS NJ0174 HISTORY - 20030923 MARK NOT FOUND USPSQD NJ0174 NJ0174 STATION DESCRIPTION NJ0174 NJ0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0174'1.4 MI E FROM SAVANNA. NJ0174'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0174'SAVANNA, THENCE 1.15 MILES EAST ALONG U.S. HIGHWAY 25, AT THE NORTH NJ0174'CORNER OF A TRIANGLE FORMED BY THE JUNCTION OF THE HIGHWAY AND NJ0174'STATE HIGHWAY 84, 115 FEET SOUTHEAST OF THE CENTER LINE OF THE NJ0174'U.S. HIGHWAY, 19 FEET SOUTHWEST OF THE CENTER LINE OF STATE NJ0174'HIGHWAY 84 ON THE NORTHEAST SIDE OF THE JUNCTION, 30 FEET EAST NJ0174'OF THE EAST CORNER OF A TEXACO SERVICE STATION AND BRICK HOUSE, NJ0174'2 FEET NORTHEAST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY NJ0174'WIRE, ABOUT LEVEL WITH THE STATE HIGHWAY, AND BRAZED ON THE TOP NJ0174'OF A 3-INCH IRON PIPE LEVEL WITH THE GROUND. SECTION 11, T24N, NJ0174'R3E NJ0174 NJ0174 STATION RECOVERY (1977) NJ0174 NJ0174'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 NJ0174'MARK NOT FOUND. NJ0174 NJ0174 STATION RECOVERY (1995) NJ0174 NJ0174'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0174'MARK NOT FOUND. NJ0174 NJ0174 STATION RECOVERY (2001) NJ0174 NJ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0174'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0174 NJ0174 STATION RECOVERY (2003) NJ0174 NJ0174'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0174'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH1563 *********************************************************************** NH1563 DESIGNATION - LANARK HIGH SCHOOL TOWER NH1563 PID - NH1563 NH1563 STATE/COUNTY- IL/CARROLL NH1563 USGS QUAD - LANARK (1985) NH1563 NH1563 *CURRENT SURVEY CONTROL NH1563 ___________________________________________________________________ NH1563* NAD 83(1997)- 42 06 03.06901(N) 089 49 38.91123(W) ADJUSTED NH1563* NAVD 88 - NH1563 ___________________________________________________________________ NH1563 LAPLACE CORR- 0.80 (seconds) DEFLEC99 NH1563 GEOID HEIGHT- -32.95 (meters) GEOID99 NH1563 NH1563 HORZ ORDER - THIRD NH1563 NH1563.The horizontal coordinates were established by classical geodetic methods NH1563.and adjusted by the National Geodetic Survey in October 1999. NH1563 NH1563 NH1563.The Laplace correction was computed from DEFLEC99 derived deflections. NH1563 NH1563.The geoid height was determined by GEOID99. NH1563 NH1563; North East Units Scale Converg. NH1563;SPC IL W - 603,339.718 728,056.208 MT 0.99995086 +0 13 38.7 NH1563;UTM 16 - 4,664,843.263 266,195.585 MT 1.00027268 -1 53 47.4 NH1563 NH1563 SUPERSEDED SURVEY CONTROL NH1563 NH1563 NAD 83(1997)- 42 06 03.06901(N) 089 49 38.91122(W) AD( ) 4 NH1563 NAD 83(1986)- 42 06 03.07276(N) 089 49 38.91330(W) AD( ) 4 NH1563 NAD 27 - 42 06 02.98000(N) 089 49 38.48000(W) AD( ) 3 NH1563 NH1563.Superseded values are not recommended for survey control. NH1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH1563.See file dsdata.txt to determine how the superseded data were derived. NH1563 NH1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6619664843(NAD 83) NH1563_MARKER: 55 = TOWER NH1563 NH1563 HISTORY - Date Condition Report By NH1563 HISTORY - 1935 FIRST OBSERVED CGS NH1563 HISTORY - 19950515 MARK NOT FOUND USPSQD NH1563 HISTORY - 20011203 MARK NOT FOUND NGS NH1563 HISTORY - 20031002 MARK NOT FOUND USPSQD NH1563 NH1563 STATION DESCRIPTION NH1563 NH1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS) NH1563'THIS STATION IS THE TOWER ON THE WEST SIDE OF THE LANARK HIGH NH1563'SCHOOL IN THE VILLAGE OF LANARK, ILLINOIS. IT IS ABOUT NH1563'160 FEET EAST OF THE CENTERLINE OF SOUTH HIGH STREET, AND NH1563'ABOUT 135 FEET SOUTH OF THE CENTERLINE OF EAST FRANKLIN STREET, NH1563'IN THE SOUTH EASTERN PART OF THE TOWN. THE BUILDING WAS NH1563'ERECTED IN 1894. THE TOWER IS NOT VERY PROMINENT. NH1563' NH1563'THE TOWER IS ON TOP OF A RED BRICK BUILDING ABOUT 50 FEET NH1563'HIGH. THE TOWER IS A SQUARE RED BRICK STRUCTURE AND HAS A NH1563'SCREENED SEMI-CIRCULAR WINDOW IN EACH SIDE. THE TOWER IS NH1563'ABOUT 30 FEET HIGH. THE PYRAMIDAL ROOF IS ABOUT 8 FEET HIGH NH1563'AND HAS A 15-FOOT FLAGSTAFF AT ITS APEX. THE TOTAL HEIGHT NH1563'IS ABOUT 100 FT. NH1563 NH1563 STATION RECOVERY (1995) NH1563 NH1563'RECOVERY NOTE BY US POWER SQUADRON 1995 NH1563'MARK NOT FOUND. NH1563 NH1563 STATION RECOVERY (2001) NH1563 NH1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH1563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH1563 NH1563 STATION RECOVERY (2003) NH1563 NH1563'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH1563'TOWER WAS ON OLD SCHOOL BUILDING WHICH HAS BEEN TORN DOWN. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH1562 *********************************************************************** NH1562 DESIGNATION - LANARK MUNICIPAL TANK NH1562 PID - NH1562 NH1562 STATE/COUNTY- IL/CARROLL NH1562 USGS QUAD - LANARK (1985) NH1562 NH1562 *CURRENT SURVEY CONTROL NH1562 ___________________________________________________________________ NH1562* NAD 83(1997)- 42 06 14.47968(N) 089 50 03.03187(W) ADJUSTED NH1562* NAVD 88 - NH1562 ___________________________________________________________________ NH1562 LAPLACE CORR- 0.82 (seconds) DEFLEC99 NH1562 GEOID HEIGHT- -32.96 (meters) GEOID99 NH1562 NH1562 HORZ ORDER - THIRD NH1562 NH1562.The horizontal coordinates were established by classical geodetic methods NH1562.and adjusted by the National Geodetic Survey in October 1999. NH1562 NH1562 NH1562.The Laplace correction was computed from DEFLEC99 derived deflections. NH1562 NH1562.The geoid height was determined by GEOID99. NH1562 NH1562; North East Units Scale Converg. NH1562;SPC IL W - 603,689.587 727,500.633 MT 0.99995048 +0 13 22.5 NH1562;UTM 16 - 4,665,213.602 265,653.183 MT 1.00027580 -1 54 04.0 NH1562 NH1562 SUPERSEDED SURVEY CONTROL NH1562 NH1562 NAD 83(1997)- 42 06 14.47968(N) 089 50 03.03187(W) AD( ) 4 NH1562 NAD 83(1986)- 42 06 14.48451(N) 089 50 03.03142(W) AD( ) 4 NH1562 NAD 27 - 42 06 14.42000(N) 089 50 02.44000(W) AD( ) 3 NH1562 NH1562.Superseded values are not recommended for survey control. NH1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH1562.See file dsdata.txt to determine how the superseded data were derived. NH1562 NH1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6565365214(NAD 83) NH1562_MARKER: 53 = ELEVATED TANK NH1562 NH1562 HISTORY - Date Condition Report By NH1562 HISTORY - 1935 FIRST OBSERVED CGS NH1562 HISTORY - 19950515 GOOD USPSQD NH1562 HISTORY - 20011203 MARK NOT FOUND NGS NH1562 HISTORY - 20031002 MARK NOT FOUND USPSQD NH1562 NH1562 STATION DESCRIPTION NH1562 NH1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS) NH1562'THIS STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF LANARK, NH1562'ILLINOIS. IT IS LOCATED ABOUT 210 FEET SOUTH OF THE CENTERLINE NH1562'OF W. CLAREMONT STREET, AND ABOUT 60 FEET EAST OF THE CENTERLINE NH1562'OF N. BOYD STREET. THE TANK WAS ERECTED IN 1917 AND IS FAIRLY NH1562'PROMINENT. NH1562' NH1562'THE TANK HAS 12 X-BEAM LEGS ABOUT 90 FEET HIGH. THE LEGS NH1562'ARE BLACK. THE SILVER VERTICAL SECTION SETS ON A ROUND BLACK NH1562'RAILED PLATFORM AND IS ABOUT 20 FEET HIGH. THE CONICAL ROOF NH1562'IS ABOUT 5 FEET HIGH AND HAS A LARGE BLACK BALL AT ITS APEX. NH1562'THE TOTAL HEIGHT IS ABOUT 115 FEET. NH1562 NH1562 STATION RECOVERY (1995) NH1562 NH1562'RECOVERY NOTE BY US POWER SQUADRON 1995 NH1562'RECOVERED IN GOOD CONDITION. NH1562 NH1562 STATION RECOVERY (2001) NH1562 NH1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH1562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH1562 NH1562 STATION RECOVERY (2003) NH1562 NH1562'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH1562'TANK REPLACED 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0685 *********************************************************************** NH0685 DESIGNATION - LANARK RM 1 NH0685 PID - NH0685 NH0685 STATE/COUNTY- IL/CARROLL NH0685 USGS QUAD - LANARK (1985) NH0685 NH0685 *CURRENT SURVEY CONTROL NH0685 ___________________________________________________________________ NH0685* NAD 83(1986)- 42 05 44. (N) 089 49 58. (W) SCALED NH0685* NAVD 88 - 259.854 (meters) 852.54 (feet) ADJUSTED NH0685 ___________________________________________________________________ NH0685 GEOID HEIGHT- -32.95 (meters) GEOID99 NH0685 DYNAMIC HT - 259.765 (meters) 852.25 (feet) COMP NH0685 MODELED GRAV- 980,273.9 (mgal) NAVD 88 NH0685 NH0685 VERT ORDER - FIRST CLASS I NH0685 NH0685.The horizontal coordinates were scaled from a topographic map and have NH0685.an estimated accuracy of +/- 6 seconds. NH0685 NH0685.The orthometric height was determined by differential leveling NH0685.and adjusted by the National Geodetic Survey in June 1991. NH0685 NH0685.The geoid height was determined by GEOID99. NH0685 NH0685.The dynamic height is computed by dividing the NAVD 88 NH0685.geopotential number by the normal gravity value computed on the NH0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0685.degrees latitude (g = 980.6199 gals.). NH0685 NH0685.The modeled gravity was interpolated from observed gravity values. NH0685 NH0685; North East Units Estimated Accuracy NH0685;SPC IL W - 602,750. 727,620. MT (+/- 180 meters Scaled) NH0685 NH0685 SUPERSEDED SURVEY CONTROL NH0685 NH0685 NGVD 29 (??/??/92) 259.888 (m) 852.65 (f) ADJ UNCH 1 1 NH0685 NH0685.Superseded values are not recommended for survey control. NH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0685.See file dsdata.txt to determine how the superseded data were derived. NH0685 NH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM657642(NAD 83) NH0685_MARKER: DR = REFERENCE MARK DISK NH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0685_STAMPING: LANARK NO 1 USGS 1938 NH0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0685+STABILITY: SURFACE MOTION NH0685 NH0685 HISTORY - Date Condition Report By NH0685 HISTORY - 1938 MONUMENTED CGS NH0685 HISTORY - 1970 GOOD NGS NH0685 HISTORY - 1987 GOOD USPSQD NH0685 HISTORY - 19950515 GOOD USPSQD NH0685 HISTORY - 20011203 GOOD NGS NH0685 HISTORY - 20031002 GOOD USPSQD NH0685 NH0685 STATION DESCRIPTION NH0685 NH0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0685'0.4 MI S FROM LANARK. NH0685'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST OFFICE NH0685'AT LANARK, 82 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF NH0685'STATE HIGHWAYS 64 AND 72 AND U.S. HIGHWAY 52, 27 FEET EAST OF NH0685'THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS SOUTH, 40.5 FEET NH0685'WEST OF THE NORTHWEST CORNER OF A 2-STORY HOUSE, 8.3 FEET WEST NH0685'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 85.9 FEET NORTHEAST NH0685'AND ACROSS THE GRAVELED ROAD FROM TT STA 100 (USGS), 179.8 FEET NH0685'NORTH OF LANARK RM 2, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, NH0685'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE NH0685'SURFACE OF THE GROUND. SECTION 8, T24N, R6E. NH0685 NH0685 STATION RECOVERY (1987) NH0685 NH0685'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0685'RECOVERED IN GOOD CONDITION. NH0685 NH0685 STATION RECOVERY (1995) NH0685 NH0685'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0685'RECOVERED IN GOOD CONDITION. NH0685 NH0685 STATION RECOVERY (2001) NH0685 NH0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0685'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0685 NH0685 STATION RECOVERY (2003) NH0685 NH0685'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0685'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0687 *********************************************************************** NH0687 DESIGNATION - LANARK RM 2 NH0687 PID - NH0687 NH0687 STATE/COUNTY- IL/CARROLL NH0687 USGS QUAD - LANARK (1985) NH0687 NH0687 *CURRENT SURVEY CONTROL NH0687 ___________________________________________________________________ NH0687* NAD 83(1986)- 42 05 41. (N) 089 49 56. (W) SCALED NH0687* NAVD 88 - 258.962 (meters) 849.61 (feet) ADJUSTED NH0687 ___________________________________________________________________ NH0687 GEOID HEIGHT- -32.95 (meters) GEOID99 NH0687 DYNAMIC HT - 258.874 (meters) 849.32 (feet) COMP NH0687 MODELED GRAV- 980,273.9 (mgal) NAVD 88 NH0687 NH0687 VERT ORDER - FIRST CLASS I NH0687 NH0687.The horizontal coordinates were scaled from a topographic map and have NH0687.an estimated accuracy of +/- 6 seconds. NH0687 NH0687.The orthometric height was determined by differential leveling NH0687.and adjusted by the National Geodetic Survey in June 1991. NH0687 NH0687.The geoid height was determined by GEOID99. NH0687 NH0687.The dynamic height is computed by dividing the NAVD 88 NH0687.geopotential number by the normal gravity value computed on the NH0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0687.degrees latitude (g = 980.6199 gals.). NH0687 NH0687.The modeled gravity was interpolated from observed gravity values. NH0687 NH0687; North East Units Estimated Accuracy NH0687;SPC IL W - 602,660. 727,670. MT (+/- 180 meters Scaled) NH0687 NH0687 SUPERSEDED SURVEY CONTROL NH0687 NH0687 NGVD 29 (??/??/92) 258.996 (m) 849.72 (f) ADJ UNCH 1 1 NH0687 NH0687.Superseded values are not recommended for survey control. NH0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0687.See file dsdata.txt to determine how the superseded data were derived. NH0687 NH0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM657641(NAD 83) NH0687_MARKER: DR = REFERENCE MARK DISK NH0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0687_STAMPING: LANARK NO 2 USGS 1938 NH0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0687+STABILITY: SURFACE MOTION NH0687 NH0687 HISTORY - Date Condition Report By NH0687 HISTORY - 1938 MONUMENTED CGS NH0687 HISTORY - 1970 GOOD NGS NH0687 HISTORY - 1987 GOOD USPSQD NH0687 HISTORY - 19950515 GOOD USPSQD NH0687 HISTORY - 20011203 GOOD NGS NH0687 HISTORY - 20031002 GOOD USPSQD NH0687 NH0687 STATION DESCRIPTION NH0687 NH0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0687'0.4 MI S FROM LANARK. NH0687'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST NH0687'OFFICE AT LANARK, 262 FEET SOUTH OF THE CENTER OF THE NH0687'INTERSECTION OF STATE HIGHWAYS 64 AND 72 AND U.S. HIGHWAY 52, 26 NH0687'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS NH0687'SOUTH, 28.5 FEET SOUTH OF THE CENTER OF A METAL FRAMED GATE, 1.0 NH0687'FOOT WEST OF A FENCE, 126.9 FEET SOUTHEAST AND ACROSS THE NH0687'GRAVELED ROAD FROM TT STA 100 (USGS), 179.8 FEET SOUTH OF LANARK NH0687'RM 1, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE NH0687'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST NH0687'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. SECTION 8, NH0687'T24N, R6E. NH0687 NH0687 STATION RECOVERY (1987) NH0687 NH0687'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0687'RECOVERED IN GOOD CONDITION. NH0687 NH0687 STATION RECOVERY (1995) NH0687 NH0687'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0687'RECOVERED IN GOOD CONDITION. NH0687 NH0687 STATION RECOVERY (2001) NH0687 NH0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0687'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0687 NH0687 STATION RECOVERY (2003) NH0687 NH0687'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0687'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0691 *********************************************************************** NH0691 DESIGNATION - M 268 NH0691 PID - NH0691 NH0691 STATE/COUNTY- IL/CARROLL NH0691 USGS QUAD - MT CARROLL (1985) NH0691 NH0691 *CURRENT SURVEY CONTROL NH0691 ___________________________________________________________________ NH0691* NAD 83(1986)- 42 04 47. (N) 089 52 52. (W) SCALED NH0691* NAVD 88 - 265.654 (meters) 871.57 (feet) ADJUSTED NH0691 ___________________________________________________________________ NH0691 GEOID HEIGHT- -32.96 (meters) GEOID99 NH0691 DYNAMIC HT - 265.563 (meters) 871.27 (feet) COMP NH0691 MODELED GRAV- 980,273.8 (mgal) NAVD 88 NH0691 NH0691 VERT ORDER - FIRST CLASS I NH0691 NH0691.The horizontal coordinates were scaled from a topographic map and have NH0691.an estimated accuracy of +/- 6 seconds. NH0691 NH0691.The orthometric height was determined by differential leveling NH0691.and adjusted by the National Geodetic Survey in June 1991. NH0691 NH0691.The geoid height was determined by GEOID99. NH0691 NH0691.The dynamic height is computed by dividing the NAVD 88 NH0691.geopotential number by the normal gravity value computed on the NH0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0691.degrees latitude (g = 980.6199 gals.). NH0691 NH0691.The modeled gravity was interpolated from observed gravity values. NH0691 NH0691; North East Units Estimated Accuracy NH0691;SPC IL W - 600,980. 723,630. MT (+/- 180 meters Scaled) NH0691 NH0691 SUPERSEDED SURVEY CONTROL NH0691 NH0691 NGVD 29 (??/??/92) 265.687 (m) 871.67 (f) ADJ UNCH 1 1 NH0691 NH0691.Superseded values are not recommended for survey control. NH0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0691.See file dsdata.txt to determine how the superseded data were derived. NH0691 NH0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM616626(NAD 83) NH0691_MARKER: DB = BENCH MARK DISK NH0691_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) NH0691_STAMPING: M 268 1970 NH0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NH0691 NH0691 HISTORY - Date Condition Report By NH0691 HISTORY - 1970 MONUMENTED NGS NH0691 HISTORY - 19950515 MARK NOT FOUND USPSQD NH0691 HISTORY - 20011203 POOR NGS NH0691 HISTORY - 20031002 POOR USPSQD NH0691 NH0691 STATION DESCRIPTION NH0691 NH0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0691'4 MI SW FROM LANARK. NH0691'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST NH0691'OFFICE AT LANARK, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, NH0691'THENCE 2.55 MILES WEST ALONG A GRAVELED ROAD, 36 FEET SOUTH OF NH0691'THE CENTER LINE OF THE ROAD, 102 FEET NORTHEAST OF THE NORTHEAST NH0691'CORNER OF MR. BENSON E. DAYBOLLS FARM HOUSE, 16 FEET EAST OF NH0691'THE CENTER LINE OF A PRIVATE DRIVEWAY, 5 1/2 FEET NORTHEAST OF NH0691'A 36-INCH ASH TREE, 0.5 FOOT NORTHWEST OF A FENCE, 0.5 FOOT NH0691'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND NH0691'ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT NH0691'A DEPTH OF 37 FEET AND IS ENCASED IN A 3 1/2-INCH IRON PIPE NH0691'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. SECTION 14, NH0691'T24N, R5E. NH0691 NH0691 STATION RECOVERY (1995) NH0691 NH0691'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0691'MARK NOT FOUND. NH0691 NH0691 STATION RECOVERY (2001) NH0691 NH0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0691'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0691 NH0691 STATION RECOVERY (2003) NH0691 NH0691'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0691'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0175 *********************************************************************** NJ0175 DESIGNATION - M 272 NJ0175 PID - NJ0175 NJ0175 STATE/COUNTY- IL/CARROLL NJ0175 USGS QUAD - SAVANNA (1990) NJ0175 NJ0175 *CURRENT SURVEY CONTROL NJ0175 ___________________________________________________________________ NJ0175* NAD 83(1986)- 42 05 23. (N) 090 08 32. (W) SCALED NJ0175* NAVD 88 - 192.794 (meters) 632.52 (feet) ADJUSTED NJ0175 ___________________________________________________________________ NJ0175 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0175 DYNAMIC HT - 192.728 (meters) 632.31 (feet) COMP NJ0175 MODELED GRAV- 980,277.1 (mgal) NAVD 88 NJ0175 NJ0175 VERT ORDER - FIRST CLASS I NJ0175 NJ0175.The horizontal coordinates were scaled from a topographic map and have NJ0175.an estimated accuracy of +/- 6 seconds. NJ0175 NJ0175.The orthometric height was determined by differential leveling NJ0175.and adjusted by the National Geodetic Survey in June 1991. NJ0175 NJ0175.The geoid height was determined by GEOID99. NJ0175 NJ0175.The dynamic height is computed by dividing the NAVD 88 NJ0175.geopotential number by the normal gravity value computed on the NJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0175.degrees latitude (g = 980.6199 gals.). NJ0175 NJ0175.The modeled gravity was interpolated from observed gravity values. NJ0175 NJ0175; North East Units Estimated Accuracy NJ0175;SPC IL W - 602,050. 702,020. MT (+/- 180 meters Scaled) NJ0175 NJ0175 SUPERSEDED SURVEY CONTROL NJ0175 NJ0175 NGVD 29 (??/??/92) 192.825 (m) 632.63 (f) ADJ UNCH 1 1 NJ0175 NJ0175.Superseded values are not recommended for survey control. NJ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0175.See file dsdata.txt to determine how the superseded data were derived. NJ0175 NJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG363636(NAD 83) NJ0175_MARKER: DB = BENCH MARK DISK NJ0175_SETTING: 36 = BUILDING NJ0175_STAMPING: M 272 1970 NJ0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NJ0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NJ0175+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 NJ0175 NJ0175 HISTORY - Date Condition Report By NJ0175 HISTORY - 1970 MONUMENTED NGS NJ0175 HISTORY - 1977 GOOD LOCSUR NJ0175 HISTORY - 19950524 GOOD USPSQD NJ0175 HISTORY - 20011203 GOOD NGS NJ0175 HISTORY - 20030923 GOOD USPSQD NJ0175 NJ0175 STATION DESCRIPTION NJ0175 NJ0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0175'0.8 MI E FROM SAVANNA. NJ0175'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0175'SAVANNA, THENCE 0.55 MILE EAST ALONG U.S. HIGHWAY 52, AT THE NJ0175'CHICAGO AVENUE ELEMENTERY SCHOOL, 52 FEET NORTH OF THE CENTER NJ0175'LINE OF THE HIGHWAY, SET VERTICALLY 1.3 FEET EAST OF THE SOUTHWEST NJ0175'CORNER AND IN THE SOUTH FACE OF THE SOUTHWEST CORNER STONE FOR THE NJ0175'BUILDING, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND 1.3 NJ0175'FEET ABOVE THE LEVEL OF THE SIDEWALK. SECTION 10, T24N, R3E NJ0175 NJ0175 STATION RECOVERY (1977) NJ0175 NJ0175'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 NJ0175'RECOVERED IN GOOD CONDITION. NJ0175 NJ0175 STATION RECOVERY (1995) NJ0175 NJ0175'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0175'RECOVERED IN GOOD CONDITION. NJ0175 NJ0175 STATION RECOVERY (2001) NJ0175 NJ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0175 NJ0175 STATION RECOVERY (2003) NJ0175 NJ0175'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0175'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0690 *********************************************************************** NH0690 DESIGNATION - N 268 NH0690 PID - NH0690 NH0690 STATE/COUNTY- IL/CARROLL NH0690 USGS QUAD - LANARK (1985) NH0690 NH0690 *CURRENT SURVEY CONTROL NH0690 ___________________________________________________________________ NH0690* NAD 83(1986)- 42 04 51. (N) 089 51 36. (W) SCALED NH0690* NAVD 88 - 258.744 (meters) 848.90 (feet) ADJUSTED NH0690 ___________________________________________________________________ NH0690 GEOID HEIGHT- -32.95 (meters) GEOID99 NH0690 DYNAMIC HT - 258.656 (meters) 848.61 (feet) COMP NH0690 MODELED GRAV- 980,274.0 (mgal) NAVD 88 NH0690 NH0690 VERT ORDER - FIRST CLASS I NH0690 NH0690.The horizontal coordinates were scaled from a topographic map and have NH0690.an estimated accuracy of +/- 6 seconds. NH0690 NH0690.The orthometric height was determined by differential leveling NH0690.and adjusted by the National Geodetic Survey in June 1991. NH0690 NH0690.The geoid height was determined by GEOID99. NH0690 NH0690.The dynamic height is computed by dividing the NAVD 88 NH0690.geopotential number by the normal gravity value computed on the NH0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0690.degrees latitude (g = 980.6199 gals.). NH0690 NH0690.The modeled gravity was interpolated from observed gravity values. NH0690 NH0690; North East Units Estimated Accuracy NH0690;SPC IL W - 601,110. 725,370. MT (+/- 180 meters Scaled) NH0690 NH0690 SUPERSEDED SURVEY CONTROL NH0690 NH0690 NGVD 29 (??/??/92) 258.778 (m) 849.01 (f) ADJ UNCH 1 1 NH0690 NH0690.Superseded values are not recommended for survey control. NH0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0690.See file dsdata.txt to determine how the superseded data were derived. NH0690 NH0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM634627(NAD 83) NH0690_MARKER: DB = BENCH MARK DISK NH0690_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NH0690_STAMPING: N 268 1970 NH0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NH0690+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 NH0690 NH0690 HISTORY - Date Condition Report By NH0690 HISTORY - 1970 MONUMENTED NGS NH0690 HISTORY - 19950515 GOOD USPSQD NH0690 HISTORY - 20011203 GOOD NGS NH0690 HISTORY - 20031002 GOOD USPSQD NH0690 NH0690 STATION DESCRIPTION NH0690 NH0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0690'2.9 MI SW FROM LANARK. NH0690'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST OFFICE NH0690'AT LANARK, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE NH0690'1.45 MILE WEST ALONG A GRAVELED ROAD, AT A JOG IN THE ROAD, 100 NH0690'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET EAST OF A NH0690'CORNER FENCE POST, 1.3 FEET SOUTH OF A FENCE, 0.5 FOOT NORTH NH0690'OF A METAL WITNESS POST, AND BRAZED ON THE TOP OF A 3-INCH IRON NH0690'PIPE PROJECTING 4 INCHES. SECTION 7, T24N, R6E. NH0690 NH0690 STATION RECOVERY (1995) NH0690 NH0690'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0690'RECOVERED IN GOOD CONDITION. NH0690 NH0690 STATION RECOVERY (2001) NH0690 NH0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0690'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0690 NH0690 STATION RECOVERY (2003) NH0690 NH0690'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0690'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0689 *********************************************************************** NH0689 DESIGNATION - P 268 NH0689 PID - NH0689 NH0689 STATE/COUNTY- IL/CARROLL NH0689 USGS QUAD - LANARK (1985) NH0689 NH0689 *CURRENT SURVEY CONTROL NH0689 ___________________________________________________________________ NH0689* NAD 83(1986)- 42 04 50. (N) 089 51 07. (W) SCALED NH0689* NAVD 88 - 246.133 (meters) 807.52 (feet) ADJUSTED NH0689 ___________________________________________________________________ NH0689 GEOID HEIGHT- -32.95 (meters) GEOID99 NH0689 DYNAMIC HT - 246.049 (meters) 807.25 (feet) COMP NH0689 MODELED GRAV- 980,274.1 (mgal) NAVD 88 NH0689 NH0689 VERT ORDER - FIRST CLASS I NH0689 NH0689.The horizontal coordinates were scaled from a topographic map and have NH0689.an estimated accuracy of +/- 6 seconds. NH0689 NH0689.The orthometric height was determined by differential leveling NH0689.and adjusted by the National Geodetic Survey in June 1991. NH0689 NH0689.The geoid height was determined by GEOID99. NH0689 NH0689.The dynamic height is computed by dividing the NAVD 88 NH0689.geopotential number by the normal gravity value computed on the NH0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0689.degrees latitude (g = 980.6199 gals.). NH0689 NH0689.The modeled gravity was interpolated from observed gravity values. NH0689 NH0689; North East Units Estimated Accuracy NH0689;SPC IL W - 601,080. 726,040. MT (+/- 180 meters Scaled) NH0689 NH0689 SUPERSEDED SURVEY CONTROL NH0689 NH0689 NGVD 29 (??/??/92) 246.166 (m) 807.63 (f) ADJ UNCH 1 1 NH0689 NH0689.Superseded values are not recommended for survey control. NH0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0689.See file dsdata.txt to determine how the superseded data were derived. NH0689 NH0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM640626(NAD 83) NH0689_MARKER: DB = BENCH MARK DISK NH0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0689_STAMPING: P 268 1970 NH0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0689+STABILITY: SURFACE MOTION NH0689 NH0689 HISTORY - Date Condition Report By NH0689 HISTORY - 1970 MONUMENTED NGS NH0689 HISTORY - 1987 GOOD USPSQD NH0689 HISTORY - 19950515 MARK NOT FOUND USPSQD NH0689 HISTORY - 20011203 MARK NOT FOUND NGS NH0689 HISTORY - 20031002 MARK NOT FOUND USPSQD NH0689 NH0689 STATION DESCRIPTION NH0689 NH0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0689'2.4 MI SW FROM LANARK. NH0689'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST OFFICE NH0689'AT LANARK, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE NH0689'1.0 MILE WEST ALONG A GRAVELED ROAD, AT THE JUNCTION OF A NH0689'GRAVELED ROAD WHICH LEADS SOUTH, 38 FEET SOUTH OF THE CENTER NH0689'LINE OF THE EAST-WEST ROAD, 69 FEET WEST OF THE CENTER LINE OF NH0689'THE ROAD WHICH LEADS SOUTH, 33 FEET SOUTH OF A CORNER FENCE NH0689'POST, 0.8 FOOT EAST OF A FENCE, 0.5 FOOT WEST OF A METAL WITNESS NH0689'POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND BRAZED ON NH0689'THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES. SECTION 18, NH0689'T24N, R6E. NH0689 NH0689 STATION RECOVERY (1987) NH0689 NH0689'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0689'RECOVERED IN GOOD CONDITION. NH0689 NH0689 STATION RECOVERY (1995) NH0689 NH0689'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0689'MARK NOT FOUND. NH0689 NH0689 STATION RECOVERY (2001) NH0689 NH0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0689'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0689 NH0689 STATION RECOVERY (2003) NH0689 NH0689'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0689'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0688 *********************************************************************** NH0688 DESIGNATION - Q 268 NH0688 PID - NH0688 NH0688 STATE/COUNTY- IL/CARROLL NH0688 USGS QUAD - LANARK (1985) NH0688 NH0688 *CURRENT SURVEY CONTROL NH0688 ___________________________________________________________________ NH0688* NAD 83(1986)- 42 04 50. (N) 089 49 56. (W) SCALED NH0688* NAVD 88 - 240.100 (meters) 787.73 (feet) ADJUSTED NH0688 ___________________________________________________________________ NH0688 GEOID HEIGHT- -32.94 (meters) GEOID99 NH0688 DYNAMIC HT - 240.018 (meters) 787.46 (feet) COMP NH0688 MODELED GRAV- 980,273.9 (mgal) NAVD 88 NH0688 NH0688 VERT ORDER - FIRST CLASS I NH0688 NH0688.The horizontal coordinates were scaled from a topographic map and have NH0688.an estimated accuracy of +/- 6 seconds. NH0688 NH0688.The orthometric height was determined by differential leveling NH0688.and adjusted by the National Geodetic Survey in June 1991. NH0688 NH0688.The geoid height was determined by GEOID99. NH0688 NH0688.The dynamic height is computed by dividing the NAVD 88 NH0688.geopotential number by the normal gravity value computed on the NH0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0688.degrees latitude (g = 980.6199 gals.). NH0688 NH0688.The modeled gravity was interpolated from observed gravity values. NH0688 NH0688; North East Units Estimated Accuracy NH0688;SPC IL W - 601,080. 727,670. MT (+/- 180 meters Scaled) NH0688 NH0688 SUPERSEDED SURVEY CONTROL NH0688 NH0688 NGVD 29 (??/??/92) 240.134 (m) 787.84 (f) ADJ UNCH 1 1 NH0688 NH0688.Superseded values are not recommended for survey control. NH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0688.See file dsdata.txt to determine how the superseded data were derived. NH0688 NH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM657626(NAD 83) NH0688_MARKER: DB = BENCH MARK DISK NH0688_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NH0688_STAMPING: Q 268 1970 NH0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0688 NH0688 HISTORY - Date Condition Report By NH0688 HISTORY - 1970 MONUMENTED NGS NH0688 HISTORY - 1987 GOOD USPSQD NH0688 HISTORY - 19950515 GOOD USPSQD NH0688 HISTORY - 20011203 GOOD NGS NH0688 HISTORY - 20031002 GOOD USPSQD NH0688 NH0688 STATION DESCRIPTION NH0688 NH0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0688'1.4 MI S FROM LANARK. NH0688'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST NH0688'OFFICE AT LANARK, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, NH0688'0.1 MILE SOUTH OF A FARM HOUSE, 57 FEET SOUTHEAST OF THE CENTER NH0688'LINE OF THE ROAD, 24 FEET NORTH OF THE EXTENDED CENTER LINE OF NH0688'A ROAD WHICH LEADS WEST, 44.5 FEET NORTH OF TWO TELEPHONE CABLE NH0688'BOXES, 15.5 FEET SOUTHEAST OF A POWER POLE WHICH IS BRACED BY TWO NH0688'GUY WIRES, 0.7 FOOT WEST OF A FENCE, 0.7 FOOT EAST OF A METAL NH0688'WITNESS POST, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE NH0688'PROJECTING 7 INCHES. SECTION 8, T24N, R6E. NH0688 NH0688 STATION RECOVERY (1987) NH0688 NH0688'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0688'RECOVERED IN GOOD CONDITION. NH0688 NH0688 STATION RECOVERY (1995) NH0688 NH0688'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0688'RECOVERED IN GOOD CONDITION. NH0688 NH0688 STATION RECOVERY (2001) NH0688 NH0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0688'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0688 NH0688 STATION RECOVERY (2003) NH0688 NH0688'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0688'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0180 *********************************************************************** NJ0180 DESIGNATION - Q 272 NJ0180 PID - NJ0180 NJ0180 STATE/COUNTY- IL/CARROLL NJ0180 USGS QUAD - WACKER (1985) NJ0180 NJ0180 *CURRENT SURVEY CONTROL NJ0180 ___________________________________________________________________ NJ0180* NAD 83(1986)- 42 03 02. (N) 090 06 50. (W) SCALED NJ0180* NAVD 88 - 186.088 (meters) 610.52 (feet) ADJUSTED NJ0180 ___________________________________________________________________ NJ0180 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0180 DYNAMIC HT - 186.024 (meters) 610.31 (feet) COMP NJ0180 MODELED GRAV- 980,276.3 (mgal) NAVD 88 NJ0180 NJ0180 VERT ORDER - FIRST CLASS I NJ0180 NJ0180.The horizontal coordinates were scaled from a topographic map and have NJ0180.an estimated accuracy of +/- 6 seconds. NJ0180 NJ0180.The orthometric height was determined by differential leveling NJ0180.and adjusted by the National Geodetic Survey in June 1991. NJ0180 NJ0180.The geoid height was determined by GEOID99. NJ0180 NJ0180.The dynamic height is computed by dividing the NAVD 88 NJ0180.geopotential number by the normal gravity value computed on the NJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0180.degrees latitude (g = 980.6199 gals.). NJ0180 NJ0180.The modeled gravity was interpolated from observed gravity values. NJ0180 NJ0180; North East Units Estimated Accuracy NJ0180;SPC IL W - 597,700. 704,370. MT (+/- 180 meters Scaled) NJ0180 NJ0180 SUPERSEDED SURVEY CONTROL NJ0180 NJ0180 NGVD 29 (??/??/92) 186.120 (m) 610.63 (f) ADJ UNCH 1 1 NJ0180 NJ0180.Superseded values are not recommended for survey control. NJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0180.See file dsdata.txt to determine how the superseded data were derived. NJ0180 NJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG388594(NAD 83) NJ0180_MARKER: DB = BENCH MARK DISK NJ0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0180_STAMPING: Q 272 1970 NJ0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0180 NJ0180 HISTORY - Date Condition Report By NJ0180 HISTORY - 1970 MONUMENTED NGS NJ0180 HISTORY - 19950524 MARK NOT FOUND USPSQD NJ0180 HISTORY - 20011203 POOR NGS NJ0180 HISTORY - 20030923 POOR USPSQD NJ0180 NJ0180 STATION DESCRIPTION NJ0180 NJ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0180'4.4 MI SE FROM SAVANNA. NJ0180'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0180'SAVANNA, THENCE 1.15 MILES EAST ALONG U.S. HIGHWAY 52, THENCE NJ0180'2.95 MILES SOUTH ALONG STATE HIGHWAY 84, AT A JUNCTION OF THE NJ0180'HIGHWAY AND A ROAD WHICH LEADS EAST, AT THE NORTHWEST CORNER OF THE NJ0180'FRANKLYN U. STRANSKY MEMORIAL AIRPORT, 0.2 MILE NORTH OF THE NJ0180'AIRPORT OFFICE AND HANGARS, 51 FEET EAST OF THE CENTER LINE OF NJ0180'THE HIGHWAY, 62 FEET SOUTH OF THE CENTER LINE OF THE ROAD THAT NJ0180'LEADS EAST, 2.2 FEET NORTH OF A POWER POLE WHICH BEARS A TRAFFIC NJ0180'LIGHT, 1.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE NJ0180'THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON NJ0180'PIPE PROJECTING 2 INCHES. SECTION 25, T24N, R3E NJ0180 NJ0180 STATION RECOVERY (1995) NJ0180 NJ0180'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0180'MARK NOT FOUND. NJ0180 NJ0180 STATION RECOVERY (2001) NJ0180 NJ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0180'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0180 NJ0180 STATION RECOVERY (2003) NJ0180 NJ0180'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0180'DISK MISSING PIPE REMAINS 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0682 *********************************************************************** NH0682 DESIGNATION - R 268 NH0682 PID - NH0682 NH0682 STATE/COUNTY- IL/CARROLL NH0682 USGS QUAD - LANARK (1985) NH0682 NH0682 *CURRENT SURVEY CONTROL NH0682 ___________________________________________________________________ NH0682* NAD 83(1986)- 42 06 06. (N) 089 49 40. (W) SCALED NH0682* NAVD 88 - 268.178 (meters) 879.85 (feet) ADJUSTED NH0682 ___________________________________________________________________ NH0682 GEOID HEIGHT- -32.95 (meters) GEOID99 NH0682 DYNAMIC HT - 268.086 (meters) 879.55 (feet) COMP NH0682 MODELED GRAV- 980,273.9 (mgal) NAVD 88 NH0682 NH0682 VERT ORDER - FIRST CLASS I NH0682 NH0682.The horizontal coordinates were scaled from a topographic map and have NH0682.an estimated accuracy of +/- 6 seconds. NH0682 NH0682.The orthometric height was determined by differential leveling NH0682.and adjusted by the National Geodetic Survey in June 1991. NH0682 NH0682.The geoid height was determined by GEOID99. NH0682 NH0682.The dynamic height is computed by dividing the NAVD 88 NH0682.geopotential number by the normal gravity value computed on the NH0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0682.degrees latitude (g = 980.6199 gals.). NH0682 NH0682.The modeled gravity was interpolated from observed gravity values. NH0682 NH0682; North East Units Estimated Accuracy NH0682;SPC IL W - 603,430. 728,030. MT (+/- 180 meters Scaled) NH0682 NH0682 SUPERSEDED SURVEY CONTROL NH0682 NH0682 NGVD 29 (??/??/92) 268.213 (m) 879.96 (f) ADJ UNCH 1 1 NH0682 NH0682.Superseded values are not recommended for survey control. NH0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0682.See file dsdata.txt to determine how the superseded data were derived. NH0682 NH0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM661649(NAD 83) NH0682_MARKER: DB = BENCH MARK DISK NH0682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NH0682_STAMPING: R 268 1970 NH0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0682 NH0682 HISTORY - Date Condition Report By NH0682 HISTORY - 1970 MONUMENTED NGS NH0682 HISTORY - 1987 GOOD USPSQD NH0682 HISTORY - 19950515 GOOD USPSQD NH0682 HISTORY - 20011203 GOOD NGS NH0682 HISTORY - 20031002 GOOD USPSQD NH0682 NH0682 STATION DESCRIPTION NH0682 NH0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0682'AT LANARK. NH0682'AT LANARK, 115.5 FEET SOUTHEAST AND ACROSS E. LOCUST STREET NH0682'FROM THE SOUTHEAST CORNER OF THE METHODIST CHURCH, AT THE NH0682'INTERSECTION OF E. LOCUST STREET AND N. HIGH STREET, 46 FEET NH0682'SOUTH OF THE CENTER LINE OF E. LOCUST STREET, 34 FEET WEST OF NH0682'THE CENTER LINE OF N. HIGH STREET, 11 FEET SOUTH OF A CORNER NH0682'FENCE POST, 1.0 FOOT EAST OF A FENCE, 0.7 FOOT WEST OF A METAL NH0682'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE STREETS, AND NH0682'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES. NH0682'SECTION 5, T 24 N, R 6 E. NOTE-- THIS MARK IS ALSO 0.25 MILE NH0682'EAST OF THE POST OFFICE. NH0682 NH0682 STATION RECOVERY (1987) NH0682 NH0682'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0682'RECOVERED IN GOOD CONDITION. NH0682 NH0682 STATION RECOVERY (1995) NH0682 NH0682'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0682'RECOVERED IN GOOD CONDITION. NH0682 NH0682 STATION RECOVERY (2001) NH0682 NH0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0682'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0682 NH0682 STATION RECOVERY (2003) NH0682 NH0682'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0682'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0179 *********************************************************************** NJ0179 DESIGNATION - R 272 NJ0179 PID - NJ0179 NJ0179 STATE/COUNTY- IL/CARROLL NJ0179 USGS QUAD - WACKER (1985) NJ0179 NJ0179 *CURRENT SURVEY CONTROL NJ0179 ___________________________________________________________________ NJ0179* NAD 83(1986)- 42 03 53. (N) 090 07 28. (W) SCALED NJ0179* NAVD 88 - 179.891 (meters) 590.19 (feet) ADJUSTED NJ0179 ___________________________________________________________________ NJ0179 GEOID HEIGHT- -33.06 (meters) GEOID99 NJ0179 DYNAMIC HT - 179.829 (meters) 589.99 (feet) COMP NJ0179 MODELED GRAV- 980,276.4 (mgal) NAVD 88 NJ0179 NJ0179 VERT ORDER - FIRST CLASS I NJ0179 NJ0179.The horizontal coordinates were scaled from a topographic map and have NJ0179.an estimated accuracy of +/- 6 seconds. NJ0179 NJ0179.The orthometric height was determined by differential leveling NJ0179.and adjusted by the National Geodetic Survey in June 1991. NJ0179 NJ0179.The geoid height was determined by GEOID99. NJ0179 NJ0179.The dynamic height is computed by dividing the NAVD 88 NJ0179.geopotential number by the normal gravity value computed on the NJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0179.degrees latitude (g = 980.6199 gals.). NJ0179 NJ0179.The modeled gravity was interpolated from observed gravity values. NJ0179 NJ0179; North East Units Estimated Accuracy NJ0179;SPC IL W - 599,270. 703,490. MT (+/- 180 meters Scaled) NJ0179 NJ0179 SUPERSEDED SURVEY CONTROL NJ0179 NJ0179 NGVD 29 (??/??/92) 179.923 (m) 590.30 (f) ADJ UNCH 1 1 NJ0179 NJ0179.Superseded values are not recommended for survey control. NJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0179.See file dsdata.txt to determine how the superseded data were derived. NJ0179 NJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG379609(NAD 83) NJ0179_MARKER: DB = BENCH MARK DISK NJ0179_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0179_STAMPING: R 272 1970 NJ0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0179 NJ0179 HISTORY - Date Condition Report By NJ0179 HISTORY - 1970 MONUMENTED NGS NJ0179 HISTORY - 19950524 GOOD USPSQD NJ0179 HISTORY - 20011203 GOOD NGS NJ0179 HISTORY - 20030923 GOOD USPSQD NJ0179 NJ0179 STATION DESCRIPTION NJ0179 NJ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0179'3.2 MI SE FROM SAVANNA. NJ0179'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0179'SAVANNA, THENCE 1.15 MILES EAST ALONG U.S. HIGHWAY 52, THENCE 1.85 NJ0179'MILES SOUTH ALONG STATE HIGHWAY 84, ABOUT MIDWAY AND ON THE NJ0179'OUTSIDE OF A CURVE IN THE HIGHWAY, 111 FEET WEST OF THE CENTER NJ0179'LINE OF THE HIGHWAY, 57 FEET NORTH OF THE CENTER LINE OF A ROAD NJ0179'WHICH LEADS WEST AND CROSSES THE RAILROAD TRACK, 1.8 FEET EAST NJ0179'OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES, 1.2 FEET EAST OF NJ0179'A FENCE, 2.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET NJ0179'BELOW THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH NJ0179'IRON PIPE PROJECTING 3 INCHES. SECTION 23, T24N, R3E NJ0179 NJ0179 STATION RECOVERY (1995) NJ0179 NJ0179'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0179'RECOVERED IN GOOD CONDITION. NJ0179 NJ0179 STATION RECOVERY (2001) NJ0179 NJ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0179'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0179 NJ0179 STATION RECOVERY (2003) NJ0179 NJ0179'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0179'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0924 *********************************************************************** NH0924 DESIGNATION - REFERENCE MARK NH0924 PID - NH0924 NH0924 STATE/COUNTY- IL/CARROLL NH0924 USGS QUAD - LORAN (1985) NH0924 NH0924 *CURRENT SURVEY CONTROL NH0924 ___________________________________________________________________ NH0924* NAD 83(1986)- 42 11 30. (N) 089 59 48. (W) SCALED NH0924* NAVD 88 - 264.657 (meters) 868.30 (feet) ADJUSTED NH0924 ___________________________________________________________________ NH0924 GEOID HEIGHT- -33.09 (meters) GEOID99 NH0924 DYNAMIC HT - 264.568 (meters) 868.00 (feet) COMP NH0924 MODELED GRAV- 980,278.6 (mgal) NAVD 88 NH0924 NH0924 VERT ORDER - THIRD NH0924 NH0924.The horizontal coordinates were scaled from a topographic map and have NH0924.an estimated accuracy of +/- 6 seconds. NH0924 NH0924.The orthometric height was determined by differential leveling NH0924.and adjusted by the National Geodetic Survey in June 1991. NH0924 NH0924.The geoid height was determined by GEOID99. NH0924 NH0924.The dynamic height is computed by dividing the NAVD 88 NH0924.geopotential number by the normal gravity value computed on the NH0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0924.degrees latitude (g = 980.6199 gals.). NH0924 NH0924.The modeled gravity was interpolated from observed gravity values. NH0924 NH0924; North East Units Estimated Accuracy NH0924;SPC IL W - 613,390. 714,040. MT (+/- 180 meters Scaled) NH0924 NH0924 SUPERSEDED SURVEY CONTROL NH0924 NH0924.No superseded survey control is available for this station. NH0924 NH0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM525754(NAD 83) NH0924_MARKER: Q = CHISELED SQUARE NH0924_SETTING: 31 = CONCRETE CURB OF HWY. NH0924_MARK LOGO: NONE NH0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0924 NH0924 HISTORY - Date Condition Report By NH0924 HISTORY - 1967 MONUMENTED USGS NH0924 HISTORY - 19950624 MARK NOT FOUND USPSQD NH0924 HISTORY - 20011203 MARK NOT FOUND NGS NH0924 HISTORY - 20031002 MARK NOT FOUND USPSQD NH0924 NH0924 STATION DESCRIPTION NH0924 NH0924'DESCRIBED BY US GEOLOGICAL SURVEY 1967 NH0924'10.1 KM (6.30 MI) NNW FROM MT CARROLL. NH0924'REFERENCE MARK IS 180 FT SOUTH OF TABLET, 13 FT NORTH AND 12 FT WEST NH0924'OF HWY. 78 AT FIELD RD. WEST, ON THE TOP OF THE SOUTH END OF THE CON- NH0924'CRETE CURB ALONG THE WEST EDGE OF THE HWY., A CHISELED SQUARE NH0924 NH0924 STATION RECOVERY (1995) NH0924 NH0924'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0924'MARK NOT FOUND. NH0924 NH0924 STATION RECOVERY (2001) NH0924 NH0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0924'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0924 NH0924 STATION RECOVERY (2003) NH0924 NH0924'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0924'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0929 *********************************************************************** NH0929 DESIGNATION - REFERENCE MARK NH0929 PID - NH0929 NH0929 STATE/COUNTY- IL/CARROLL NH0929 USGS QUAD - LORAN (1985) NH0929 NH0929 *CURRENT SURVEY CONTROL NH0929 ___________________________________________________________________ NH0929* NAD 83(1986)- 42 07 39. (N) 089 59 35. (W) SCALED NH0929* NAVD 88 - 258.720 (meters) 848.82 (feet) ADJUSTED NH0929 ___________________________________________________________________ NH0929 GEOID HEIGHT- -33.05 (meters) GEOID99 NH0929 DYNAMIC HT - 258.632 (meters) 848.53 (feet) COMP NH0929 MODELED GRAV- 980,275.4 (mgal) NAVD 88 NH0929 NH0929 VERT ORDER - THIRD NH0929 NH0929.The horizontal coordinates were scaled from a topographic map and have NH0929.an estimated accuracy of +/- 6 seconds. NH0929 NH0929.The orthometric height was determined by differential leveling NH0929.and adjusted by the National Geodetic Survey in June 1991. NH0929 NH0929.The geoid height was determined by GEOID99. NH0929 NH0929.The dynamic height is computed by dividing the NAVD 88 NH0929.geopotential number by the normal gravity value computed on the NH0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0929.degrees latitude (g = 980.6199 gals.). NH0929 NH0929.The modeled gravity was interpolated from observed gravity values. NH0929 NH0929; North East Units Estimated Accuracy NH0929;SPC IL W - 606,260. 714,350. MT (+/- 180 meters Scaled) NH0929 NH0929 SUPERSEDED SURVEY CONTROL NH0929 NH0929.No superseded survey control is available for this station. NH0929 NH0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM526682(NAD 83) NH0929_MARKER: Q = CHISELED SQUARE NH0929_SETTING: 32 = CONCRETE HEADWALL NH0929_MARK LOGO: NONE NH0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0929+STABILITY: SURFACE MOTION NH0929 NH0929 HISTORY - Date Condition Report By NH0929 HISTORY - 1967 MONUMENTED USGS NH0929 HISTORY - 19950624 MARK NOT FOUND USPSQD NH0929 HISTORY - 20011203 MARK NOT FOUND NGS NH0929 HISTORY - 20031002 MARK NOT FOUND USPSQD NH0929 NH0929 STATION DESCRIPTION NH0929 NH0929'DESCRIBED BY US GEOLOGICAL SURVEY 1967 NH0929'3.2 KM (2.00 MI) NNW FROM MT CARROLL. NH0929'REFERENCE MARK IS 260 FT SSE OF TABLET, 105 FT SOUTH OF THE CENTER OF NH0929'HWY. 78 AT A DRIVE NE., 23 FT WSW OF AND NORMAL TO THE HWY., ON TOP NH0929'OFTHE NORTH END OF THE WEST HEADWALL OF AN 18 FT BY 24 FT CONCRETE BOX NH0929'CULVERT, A CHISELED SQUARE NH0929 NH0929 STATION RECOVERY (1995) NH0929 NH0929'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0929'MARK NOT FOUND. NH0929 NH0929 STATION RECOVERY (2001) NH0929 NH0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0929'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0929 NH0929 STATION RECOVERY (2003) NH0929 NH0929'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0929'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0681 *********************************************************************** NH0681 DESIGNATION - S 268 NH0681 PID - NH0681 NH0681 STATE/COUNTY- IL/CARROLL NH0681 USGS QUAD - LANARK (1985) NH0681 NH0681 *CURRENT SURVEY CONTROL NH0681 ___________________________________________________________________ NH0681* NAD 83(1986)- 42 06 11. (N) 089 48 52. (W) SCALED NH0681* NAVD 88 - 258.283 (meters) 847.38 (feet) ADJUSTED NH0681 ___________________________________________________________________ NH0681 GEOID HEIGHT- -32.95 (meters) GEOID99 NH0681 DYNAMIC HT - 258.194 (meters) 847.09 (feet) COMP NH0681 MODELED GRAV- 980,273.3 (mgal) NAVD 88 NH0681 NH0681 VERT ORDER - FIRST CLASS I NH0681 NH0681.The horizontal coordinates were scaled from a topographic map and have NH0681.an estimated accuracy of +/- 6 seconds. NH0681 NH0681.The orthometric height was determined by differential leveling NH0681.and adjusted by the National Geodetic Survey in June 1991. NH0681 NH0681.The geoid height was determined by GEOID99. NH0681 NH0681.The dynamic height is computed by dividing the NAVD 88 NH0681.geopotential number by the normal gravity value computed on the NH0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0681.degrees latitude (g = 980.6199 gals.). NH0681 NH0681.The modeled gravity was interpolated from observed gravity values. NH0681 NH0681; North East Units Estimated Accuracy NH0681;SPC IL W - 603,590. 729,130. MT (+/- 180 meters Scaled) NH0681 NH0681 SUPERSEDED SURVEY CONTROL NH0681 NH0681 NGVD 29 (??/??/92) 258.317 (m) 847.50 (f) ADJ UNCH 1 1 NH0681 NH0681.Superseded values are not recommended for survey control. NH0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0681.See file dsdata.txt to determine how the superseded data were derived. NH0681 NH0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM672650(NAD 83) NH0681_MARKER: DB = BENCH MARK DISK NH0681_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) NH0681_STAMPING: S 268 1970 NH0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NH0681 NH0681 HISTORY - Date Condition Report By NH0681 HISTORY - 1970 MONUMENTED NGS NH0681 HISTORY - 19950515 MARK NOT FOUND USPSQD NH0681 HISTORY - 20011203 MARK NOT FOUND NGS NH0681 HISTORY - 20031004 MARK NOT FOUND USPSQD NH0681 NH0681 STATION DESCRIPTION NH0681 NH0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0681'0.8 MI E FROM LANARK. NH0681'ABOUT 0.75 MILE EAST ALONG E. LOCUST STREET FROM THE METHODIST NH0681'CHURCH AT LANARK, NEAR THE NORTH END OF AN OFFSET IN THE STREET, NH0681'24 FEET WEST OF THE CENTER LINE OF THE STREET, 226 FEET NORTH NH0681'OF THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST, 99 FEET NH0681'SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING EAST, 65 NH0681'FEET NORTH OF TELEPHONE CABLE MARKER NUMBER 14, 1.8 FEET SOUTH NH0681'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE NH0681'TOP OF A COPPER COATED ROD DRIVEN TO REFUSAL AT A DEPTH OF 70 NH0681'FEET AND IS ENCASED IN A 3-INCH IRON PIPE PROJECTING 2 INCHES. NH0681'SECTION 4, T24N, R6E NH0681 NH0681 STATION RECOVERY (1995) NH0681 NH0681'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0681'MARK NOT FOUND. NH0681 NH0681 STATION RECOVERY (2001) NH0681 NH0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0681'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0681 NH0681 STATION RECOVERY (2003) NH0681 NH0681'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0681'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0178 *********************************************************************** NJ0178 DESIGNATION - S 272 NJ0178 PID - NJ0178 NJ0178 STATE/COUNTY- IL/CARROLL NJ0178 USGS QUAD - SAVANNA (1990) NJ0178 NJ0178 *CURRENT SURVEY CONTROL NJ0178 ___________________________________________________________________ NJ0178* NAD 83(1986)- 42 04 42. (N) 090 07 36. (W) SCALED NJ0178* NAVD 88 - 191.185 (meters) 627.25 (feet) ADJUSTED NJ0178 ___________________________________________________________________ NJ0178 GEOID HEIGHT- -33.06 (meters) GEOID99 NJ0178 DYNAMIC HT - 191.119 (meters) 627.03 (feet) COMP NJ0178 MODELED GRAV- 980,276.5 (mgal) NAVD 88 NJ0178 NJ0178 VERT ORDER - FIRST CLASS I NJ0178 NJ0178.The horizontal coordinates were scaled from a topographic map and have NJ0178.an estimated accuracy of +/- 6 seconds. NJ0178 NJ0178.The orthometric height was determined by differential leveling NJ0178.and adjusted by the National Geodetic Survey in June 1991. NJ0178 NJ0178.The geoid height was determined by GEOID99. NJ0178 NJ0178.The dynamic height is computed by dividing the NAVD 88 NJ0178.geopotential number by the normal gravity value computed on the NJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0178.degrees latitude (g = 980.6199 gals.). NJ0178 NJ0178.The modeled gravity was interpolated from observed gravity values. NJ0178 NJ0178; North East Units Estimated Accuracy NJ0178;SPC IL W - 600,780. 703,310. MT (+/- 180 meters Scaled) NJ0178 NJ0178 SUPERSEDED SURVEY CONTROL NJ0178 NJ0178 NGVD 29 (??/??/92) 191.216 (m) 627.35 (f) ADJ UNCH 1 1 NJ0178 NJ0178.Superseded values are not recommended for survey control. NJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0178.See file dsdata.txt to determine how the superseded data were derived. NJ0178 NJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG376624(NAD 83) NJ0178_MARKER: DB = BENCH MARK DISK NJ0178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NJ0178_STAMPING: S 272 1970 NJ0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NJ0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NJ0178+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 NJ0178 NJ0178 HISTORY - Date Condition Report By NJ0178 HISTORY - 1970 MONUMENTED NGS NJ0178 HISTORY - 1977 GOOD LOCSUR NJ0178 HISTORY - 19940524 GOOD USPSQD NJ0178 HISTORY - 19950524 GOOD USPSQD NJ0178 HISTORY - 20011203 GOOD NGS NJ0178 HISTORY - 20030923 GOOD USPSQD NJ0178 NJ0178 STATION DESCRIPTION NJ0178 NJ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0178'2.2 MI SE FROM SAVANNA. NJ0178'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0178'SAVANNA, THENCE 1.15 MILES EAST ALONG U.S. HIGHWAY 52, THENCE NJ0178'0.85 MILE SOUTH ALONG STATE HIGHWAY 84, SOUTHWEST AND ACROSS THE NJ0178'HIGHWAY FROM THE DISTRICT NO. 72 SCHOOL BUILDING, AT THE EAST NJ0178'CORNER OF A CEMETERY, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE NJ0178'HIGHWAY, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET NJ0178'ABOVE THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH NJ0178'IRON PIPE PROJECTING 2 INCHES. SECTION 14, T24N, R3E NJ0178 NJ0178 STATION RECOVERY (1977) NJ0178 NJ0178'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 NJ0178'RECOVERED IN GOOD CONDITION. NJ0178 NJ0178 STATION RECOVERY (1994) NJ0178 NJ0178'RECOVERY NOTE BY US POWER SQUADRON 1994 NJ0178'RECOVERED IN GOOD CONDITION. NJ0178 NJ0178 STATION RECOVERY (1995) NJ0178 NJ0178'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0178'RECOVERED IN GOOD CONDITION. NJ0178 NJ0178 STATION RECOVERY (2001) NJ0178 NJ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0178'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0178 NJ0178 STATION RECOVERY (2003) NJ0178 NJ0178'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0178'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH1559 *********************************************************************** NH1559 DESIGNATION - SHANNON MUNICIPAL TANK NH1559 PID - NH1559 NH1559 STATE/COUNTY- IL/CARROLL NH1559 USGS QUAD - SHANNON (1983) NH1559 NH1559 *CURRENT SURVEY CONTROL NH1559 ___________________________________________________________________ NH1559* NAD 83(1997)- 42 08 57.98877(N) 089 44 20.27234(W) ADJUSTED NH1559* NAVD 88 - NH1559 ___________________________________________________________________ NH1559 LAPLACE CORR- 0.56 (seconds) DEFLEC99 NH1559 GEOID HEIGHT- -32.98 (meters) GEOID99 NH1559 NH1559 HORZ ORDER - THIRD NH1559 NH1559.The horizontal coordinates were established by classical geodetic methods NH1559.and adjusted by the National Geodetic Survey in October 1999. NH1559 NH1559 NH1559.The Laplace correction was computed from DEFLEC99 derived deflections. NH1559 NH1559.The geoid height was determined by GEOID99. NH1559 NH1559; North East Units Scale Converg. NH1559;SPC IL W - 608,769.303 735,350.369 MT 0.99995655 +0 17 13.3 NH1559;UTM 16 - 4,670,000.201 273,688.276 MT 1.00023024 -1 50 19.7 NH1559 NH1559 SUPERSEDED SURVEY CONTROL NH1559 NH1559 NAD 83(1997)- 42 08 57.98877(N) 089 44 20.27234(W) AD( ) 4 NH1559 NAD 83(1986)- 42 08 57.99468(N) 089 44 20.27301(W) AD( ) 4 NH1559 NAD 27 - 42 08 57.91600(N) 089 44 19.85700(W) AD( ) 3 NH1559 NH1559.Superseded values are not recommended for survey control. NH1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH1559.See file dsdata.txt to determine how the superseded data were derived. NH1559 NH1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7368870000(NAD 83) NH1559_MARKER: 53 = ELEVATED TANK NH1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NH1559+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003 NH1559 NH1559 HISTORY - Date Condition Report By NH1559 HISTORY - 1935 FIRST OBSERVED CGS NH1559 HISTORY - 1954 GOOD CGS NH1559 HISTORY - 19950524 GOOD USPSQD NH1559 HISTORY - 20011203 GOOD NGS NH1559 HISTORY - 20031004 GOOD USPSQD NH1559 NH1559 STATION DESCRIPTION NH1559 NH1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS) NH1559'THIS STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF SHANNON, NH1559'ILLINOIS. IT IS LOCATED IN THE SOUTH PART OF THE TOWN, ABOUT NH1559'60 FEET SOUTH OF THE CENTERLINE OF ELIZABETH STREET, ABOUT NH1559'100 FEET EAST OF THE CENTERLINE OF HICKORY STREET, ABOUT NH1559'165 FEET EAST OF THE SHANNON HIGH SCHOOL AND ABOUT 35 FEET NH1559'EAST OF THE PUMP HOUSE. THE TANK WAS ERECTED IN 1894 AND IS NH1559'QUITE PROMINENT. NH1559' NH1559'THE BASE OF THE TANK IS A ROUND YELLOW BRICK TOWER ABOUT 60 NH1559'FEET HIGH. AT THE TOP THERE IS AN OCTAGONAL BLACK RAILED NH1559'PLATFORM ON WHICH SETS A BLACK HOOPED WOODEN TANK ABOUT 20 FEET NH1559'HIGH. THIS SECTION HAS A LIGHT ON THE WEST SIDE. THE FLAT NH1559'CONICAL ROOF HAS A FINIAL AND ARROW AT ITS APEX. THE NH1559'TOTAL HEIGHT IS ABOUT 85 FEET. NH1559 NH1559 STATION RECOVERY (1954) NH1559 NH1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ) NH1559'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION. THE NH1559'OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE TANK NH1559'IS NOW PAINTED SILVER. THIS IS AN INTERSECTION STATION. NH1559 NH1559 STATION RECOVERY (1995) NH1559 NH1559'RECOVERY NOTE BY US POWER SQUADRON 1995 NH1559'RECOVERED IN GOOD CONDITION. NH1559 NH1559 STATION RECOVERY (2001) NH1559 NH1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH1559'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH1559 NH1559 STATION RECOVERY (2003) NH1559 NH1559'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH1559'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH1692 *********************************************************************** NH1692 DESIGNATION - T 268 RESET NH1692 PID - NH1692 NH1692 STATE/COUNTY- IL/CARROLL NH1692 USGS QUAD - LANARK (1985) NH1692 NH1692 *CURRENT SURVEY CONTROL NH1692 ___________________________________________________________________ NH1692* NAD 83(1986)- 42 06 12. (N) 089 48 13. (W) SCALED NH1692* NAVD 88 - 257.39 (meters) 844.5 (feet) RESET NH1692 ___________________________________________________________________ NH1692 GEOID HEIGHT- -32.95 (meters) GEOID99 NH1692 NH1692 VERT ORDER - THIRD NH1692 NH1692.The horizontal coordinates were scaled from a topographic map and have NH1692.an estimated accuracy of +/- 6 seconds. NH1692 NH1692.The orthometric height was computed from unverified reset data. NH1692.No vertical observational check was made to the station. NH1692 NH1692.The geoid height was determined by GEOID99. NH1692 NH1692; North East Units Estimated Accuracy NH1692;SPC IL W - 603,620. 730,030. MT (+/- 180 meters Scaled) NH1692 NH1692 SUPERSEDED SURVEY CONTROL NH1692 NH1692 NGVD 29 (10/23/03) 257.42 (m) 844.6 (f) RESET 3 NH1692 NH1692.Superseded values are not recommended for survey control. NH1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH1692.See file dsdata.txt to determine how the superseded data were derived. NH1692 NH1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM681650(NAD 83) NH1692_MARKER: DB = BENCH MARK DISK NH1692_SETTING: 32 = HEADWALL NH1692_STAMPING: T 268 RESET 1987 NH1692_MARK LOGO: NGS NH1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH1692+STABILITY: SURFACE MOTION NH1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NH1692+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 NH1692 NH1692 HISTORY - Date Condition Report By NH1692 HISTORY - 1987 MONUMENTED NGS NH1692 HISTORY - 19950515 GOOD USPSQD NH1692 HISTORY - 20011203 GOOD NGS NH1692 HISTORY - 20031002 GOOD USPSQD NH1692 NH1692 STATION DESCRIPTION NH1692 NH1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 NH1692'2.2 KM (1.35 MI) EAST FROM LANARK. NH1692'2.17 KM (1.35 MI) EAST ALONG EAST LOCUST STREET AND A PAVED ROAD FROM NH1692'THE METHODIST CHURCH LANARK, TO A T-ROAD AND MARK ON RIGHT, IN THE NH1692'EAST END OF THE HEADWALL OF THE SOUTH END OF A BOX CULVERT UNDER NH1692'PAVED ROAD, 14.9 M (48.9 FT) WEST OF CENTER OF PAVED ROAD, 7.7 M NH1692'(25.3 FT) EAST NORTHEAST OF A UTILITY POLE, 5.7 M (18.7 FT) SOUTH FROM NH1692'CENTER OF A PAVED ROAD AND 0.30 M (1.0 FT) NORTH FROM A WITNESS POST. NH1692 NH1692 STATION RECOVERY (1995) NH1692 NH1692'RECOVERY NOTE BY US POWER SQUADRON 1995 NH1692'RECOVERED IN GOOD CONDITION. NH1692 NH1692 STATION RECOVERY (2001) NH1692 NH1692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH1692'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH1692 NH1692 STATION RECOVERY (2003) NH1692 NH1692'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH1692'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NJ0168 *********************************************************************** NJ0168 DESIGNATION - T 272 NJ0168 PID - NJ0168 NJ0168 STATE/COUNTY- IL/CARROLL NJ0168 USGS QUAD - WACKER (1985) NJ0168 NJ0168 *CURRENT SURVEY CONTROL NJ0168 ___________________________________________________________________ NJ0168* NAD 83(1986)- 42 04 33. (N) 090 05 22. (W) SCALED NJ0168* NAVD 88 - 194.065 (meters) 636.69 (feet) ADJUSTED NJ0168 ___________________________________________________________________ NJ0168 GEOID HEIGHT- -33.05 (meters) GEOID99 NJ0168 DYNAMIC HT - 193.998 (meters) 636.48 (feet) COMP NJ0168 MODELED GRAV- 980,271.4 (mgal) NAVD 88 NJ0168 NJ0168 VERT ORDER - FIRST CLASS I NJ0168 NJ0168.The horizontal coordinates were scaled from a topographic map and have NJ0168.an estimated accuracy of +/- 6 seconds. NJ0168 NJ0168.The orthometric height was determined by differential leveling NJ0168.and adjusted by the National Geodetic Survey in June 1991. NJ0168 NJ0168.The geoid height was determined by GEOID99. NJ0168 NJ0168.The dynamic height is computed by dividing the NAVD 88 NJ0168.geopotential number by the normal gravity value computed on the NJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NJ0168.degrees latitude (g = 980.6199 gals.). NJ0168 NJ0168.The modeled gravity was interpolated from observed gravity values. NJ0168 NJ0168; North East Units Estimated Accuracy NJ0168;SPC IL W - 600,510. 706,390. MT (+/- 180 meters Scaled) NJ0168 NJ0168 SUPERSEDED SURVEY CONTROL NJ0168 NJ0168 NGVD 29 (??/??/92) 194.096 (m) 636.80 (f) ADJ UNCH 1 1 NJ0168 NJ0168.Superseded values are not recommended for survey control. NJ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NJ0168.See file dsdata.txt to determine how the superseded data were derived. NJ0168 NJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG407622(NAD 83) NJ0168_MARKER: DB = BENCH MARK DISK NJ0168_SETTING: 36 = OVERPASS NJ0168_STAMPING: T 272 1970 NJ0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NJ0168 NJ0168 HISTORY - Date Condition Report By NJ0168 HISTORY - 1970 MONUMENTED NGS NJ0168 HISTORY - 19950524 GOOD USPSQD NJ0168 HISTORY - 20011203 GOOD NGS NJ0168 HISTORY - 20030923 GOOD USPSQD NJ0168 NJ0168 STATION DESCRIPTION NJ0168 NJ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NJ0168'5 MI SE FROM SAVANNA. NJ0168'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT NJ0168'SAVANNA, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 52, THENCE 1.45 NJ0168'MILES SOUTHEAST ALONG GEORGETOWN SCENIC ROAD, THENCE 0.9 MILE NJ0168'SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC NJ0168'RAILROAD, 10 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, SET NJ0168'IN THE TOP OF THE TOP LAYER OF STONE ON THE SOUTHEAST WING WALL NJ0168'OF RAILROAD OVERPASS NUMBER Z 478, AND ABOUT 2 FEET BELOW THE NJ0168'LEVEL OF THE TRACK. SECTION 18, T24N, R4E NJ0168 NJ0168 STATION RECOVERY (1995) NJ0168 NJ0168'RECOVERY NOTE BY US POWER SQUADRON 1995 NJ0168'RECOVERED IN GOOD CONDITION. NJ0168 NJ0168 STATION RECOVERY (2001) NJ0168 NJ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NJ0168'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NJ0168 NJ0168 STATION RECOVERY (2003) NJ0168 NJ0168'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NJ0168'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0668 *********************************************************************** NH0668 DESIGNATION - TT 107 E USGS NH0668 PID - NH0668 NH0668 STATE/COUNTY- IL/CARROLL NH0668 USGS QUAD - SHANNON (1983) NH0668 NH0668 *CURRENT SURVEY CONTROL NH0668 ___________________________________________________________________ NH0668* NAD 83(1986)- 42 07 34. (N) 089 42 20. (W) SCALED NH0668* NAVD 88 - 310.583 (meters) 1018.97 (feet) ADJUSTED NH0668 ___________________________________________________________________ NH0668 GEOID HEIGHT- -32.94 (meters) GEOID99 NH0668 DYNAMIC HT - 310.476 (meters) 1018.62 (feet) COMP NH0668 MODELED GRAV- 980,269.7 (mgal) NAVD 88 NH0668 NH0668 VERT ORDER - FIRST CLASS I NH0668 NH0668.The horizontal coordinates were scaled from a topographic map and have NH0668.an estimated accuracy of +/- 6 seconds. NH0668 NH0668.The orthometric height was determined by differential leveling NH0668.and adjusted by the National Geodetic Survey in June 1991. NH0668 NH0668.The geoid height was determined by GEOID99. NH0668 NH0668.The dynamic height is computed by dividing the NAVD 88 NH0668.geopotential number by the normal gravity value computed on the NH0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0668.degrees latitude (g = 980.6199 gals.). NH0668 NH0668.The modeled gravity was interpolated from observed gravity values. NH0668 NH0668; North East Units Estimated Accuracy NH0668;SPC IL W - 606,190. 738,130. MT (+/- 180 meters Scaled) NH0668 NH0668 SUPERSEDED SURVEY CONTROL NH0668 NH0668 NGVD 29 (??/??/92) 310.614 (m) 1019.07 (f) ADJ UNCH 1 1 NH0668 NH0668.Superseded values are not recommended for survey control. NH0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0668.See file dsdata.txt to determine how the superseded data were derived. NH0668 NH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM763673(NAD 83) NH0668_MARKER: DD = SURVEY DISK NH0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0668_STAMPING: TT 107 E 1929 1019 NH0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0668+STABILITY: SURFACE MOTION NH0668 NH0668 HISTORY - Date Condition Report By NH0668 HISTORY - 1929 MONUMENTED USGS NH0668 HISTORY - 1970 GOOD NGS NH0668 HISTORY - 19950524 MARK NOT FOUND USPSQD NH0668 HISTORY - 20011203 MARK NOT FOUND NGS NH0668 HISTORY - 20031004 MARK NOT FOUND USPSQD NH0668 NH0668 STATION DESCRIPTION NH0668 NH0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0668'6.6 MI W FROM FORRESTON. NH0668'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST NH0668'OFFICE AT FORRESTON, THENCE 6.55 MILES WEST ALONG WHITE OAK NH0668'ROAD AND STRADDLE CREEK ROAD, AT THE INTERSECTION OF THE ROAD NH0668'AND GOLD MINE ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE NH0668'EAST-WEST ROAD, 45 FEET WEST OF THE CENTER LINE OF THE NH0668'NORTH-SOUTH ROAD, 17 FEET WEST OF A CORNER FENCE POST, 13 FEET NH0668'WEST OF A TELEPHONE POLE, 0.9 FOOT SOUTH OF A FENCE, 0.6 FOOT NH0668'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND NH0668'SET IN THE TOP OF A CENCRETE POST PROJECTING 2 INCHES. SECTION NH0668'29, T25N, R7E NH0668 NH0668 STATION RECOVERY (1995) NH0668 NH0668'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0668'MARK NOT FOUND. NH0668 NH0668 STATION RECOVERY (2001) NH0668 NH0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0668'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0668 NH0668 STATION RECOVERY (2003) NH0668 NH0668'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0668'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0931 *********************************************************************** NH0931 DESIGNATION - TT 90 JLS NH0931 PID - NH0931 NH0931 STATE/COUNTY- IL/CARROLL NH0931 USGS QUAD - MT CARROLL (1985) NH0931 NH0931 *CURRENT SURVEY CONTROL NH0931 ___________________________________________________________________ NH0931* NAD 83(1986)- 42 05 24. (N) 089 58 39. (W) SCALED NH0931* NAVD 88 - 243.034 (meters) 797.35 (feet) ADJUSTED NH0931 ___________________________________________________________________ NH0931 GEOID HEIGHT- -33.02 (meters) GEOID99 NH0931 DYNAMIC HT - 242.951 (meters) 797.08 (feet) COMP NH0931 MODELED GRAV- 980,273.2 (mgal) NAVD 88 NH0931 NH0931 VERT ORDER - THIRD NH0931 NH0931.The horizontal coordinates were scaled from a topographic map and have NH0931.an estimated accuracy of +/- 6 seconds. NH0931 NH0931.The orthometric height was determined by differential leveling NH0931.and adjusted by the National Geodetic Survey in June 1991. NH0931 NH0931.The geoid height was determined by GEOID99. NH0931 NH0931.The dynamic height is computed by dividing the NAVD 88 NH0931.geopotential number by the normal gravity value computed on the NH0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0931.degrees latitude (g = 980.6199 gals.). NH0931 NH0931.The modeled gravity was interpolated from observed gravity values. NH0931 NH0931; North East Units Estimated Accuracy NH0931;SPC IL W - 602,100. 715,650. MT (+/- 180 meters Scaled) NH0931 NH0931 SUPERSEDED SURVEY CONTROL NH0931 NH0931.No superseded survey control is available for this station. NH0931 NH0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM537640(NAD 83) NH0931_MARKER: DE = TRAVERSE STATION DISK NH0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0931_STAMPING: TT STA. NO. 90 JLS 1927 NH0931_MARK LOGO: USGS NH0931_PROJECTION: FLUSH NH0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0931+STABILITY: SURFACE MOTION NH0931 NH0931 HISTORY - Date Condition Report By NH0931 HISTORY - 1927 MONUMENTED USGS NH0931 HISTORY - 1967 GOOD USGS NH0931 HISTORY - 19950515 MARK NOT FOUND USPSQD NH0931 HISTORY - 20011203 MARK NOT FOUND NGS NH0931 HISTORY - 20031002 MARK NOT FOUND USPSQD NH0931 NH0931 STATION DESCRIPTION NH0931 NH0931'DESCRIBED BY US GEOLOGICAL SURVEY 1967 NH0931'IN MT CARROLL. NH0931'IN THE SOUTH PART OF MOUNT CARROLL, ON THE WEST SIDE OF SOUTH CLAY NH0931'STREET, OPPOSITE FRANCES SHIMER ACADEMY, 150 FT NORTH AND 300 FT WEST NH0931'FROM SMOKESTACK OF SCHOOL POWER PLANT, 6 FT WEST OF WEST EDGE OF THE NH0931'HWY., IN CONCRETE POST, STANDARD TABLET STAMPED TT STA NO 90 JLS 1927 NH0931 NH0931 STATION RECOVERY (1995) NH0931 NH0931'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0931'MARK NOT FOUND. NH0931 NH0931 STATION RECOVERY (2001) NH0931 NH0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0931'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0931 NH0931 STATION RECOVERY (2003) NH0931 NH0931'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0931'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0699 *********************************************************************** NH0699 DESIGNATION - TT 90 RESET 1960 NH0699 PID - NH0699 NH0699 STATE/COUNTY- IL/CARROLL NH0699 USGS QUAD - MT CARROLL (1985) NH0699 NH0699 *CURRENT SURVEY CONTROL NH0699 ___________________________________________________________________ NH0699* NAD 83(1986)- 42 05 23. (N) 089 58 39. (W) SCALED NH0699* NAVD 88 - 243.020 (meters) 797.31 (feet) ADJUSTED NH0699 ___________________________________________________________________ NH0699 GEOID HEIGHT- -33.02 (meters) GEOID99 NH0699 DYNAMIC HT - 242.936 (meters) 797.03 (feet) COMP NH0699 MODELED GRAV- 980,273.2 (mgal) NAVD 88 NH0699 NH0699 VERT ORDER - FIRST CLASS I NH0699 NH0699.The horizontal coordinates were scaled from a topographic map and have NH0699.an estimated accuracy of +/- 6 seconds. NH0699 NH0699.The orthometric height was determined by differential leveling NH0699.and adjusted by the National Geodetic Survey in June 1991. NH0699 NH0699.The geoid height was determined by GEOID99. NH0699 NH0699.The dynamic height is computed by dividing the NAVD 88 NH0699.geopotential number by the normal gravity value computed on the NH0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0699.degrees latitude (g = 980.6199 gals.). NH0699 NH0699.The modeled gravity was interpolated from observed gravity values. NH0699 NH0699; North East Units Estimated Accuracy NH0699;SPC IL W - 602,070. 715,650. MT (+/- 180 meters Scaled) NH0699 NH0699 SUPERSEDED SURVEY CONTROL NH0699 NH0699 NGVD 29 (??/??/92) 243.051 (m) 797.41 (f) ADJ UNCH 1 1 NH0699 NH0699.Superseded values are not recommended for survey control. NH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0699.See file dsdata.txt to determine how the superseded data were derived. NH0699 NH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM537640(NAD 83) NH0699_MARKER: DD = SURVEY DISK NH0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0699_STAMPING: TT 90 RESET 1960 NH0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0699+STABILITY: SURFACE MOTION NH0699 NH0699 HISTORY - Date Condition Report By NH0699 HISTORY - 1960 MONUMENTED USGS NH0699 HISTORY - 1970 GOOD NGS NH0699 HISTORY - 1987 POOR USPSQD NH0699 HISTORY - 19950515 POOR USPSQD NH0699 HISTORY - 20011203 MARK NOT FOUND NGS NH0699 HISTORY - 20031002 GOOD USPSQD NH0699 NH0699 STATION DESCRIPTION NH0699 NH0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0699'0.7 MI S FROM MT CARROLL. NH0699'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE NH0699'AT MT. CARROLL, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, NH0699'110 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A 2-STORY NH0699'HOUSE, 3.3 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 0.8 NH0699'FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE NH0699'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST NH0699'WHICH PROJECTS 1 INCH. SECTION 7, T24N, R5E. NH0699 NH0699 STATION RECOVERY (1987) NH0699 NH0699'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0699'MARK RECOVERED IN POOR CONDITION. NH0699 NH0699 STATION RECOVERY (1995) NH0699 NH0699'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0699'MARK RECOVERED IN POOR CONDITION. NH0699 NH0699 STATION RECOVERY (2001) NH0699 NH0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0699'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0699 NH0699 STATION RECOVERY (2003) NH0699 NH0699'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0699'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0686 *********************************************************************** NH0686 DESIGNATION - TT STA 100 JLS NH0686 PID - NH0686 NH0686 STATE/COUNTY- IL/CARROLL NH0686 USGS QUAD - LANARK (1985) NH0686 NH0686 *CURRENT SURVEY CONTROL NH0686 ___________________________________________________________________ NH0686* NAD 83(1997)- 42 05 43.04076(N) 089 49 58.49300(W) ADJUSTED NH0686* NAVD 88 - 259.494 (meters) 851.36 (feet) ADJUSTED NH0686 ___________________________________________________________________ NH0686 X - 13,822.941 (meters) COMP NH0686 Y - -4,740,058.204 (meters) COMP NH0686 Z - 4,253,615.386 (meters) COMP NH0686 LAPLACE CORR- 0.85 (seconds) DEFLEC99 NH0686 ELLIP HEIGHT- 226.56 (meters) (09/15/98) GPS OBS NH0686 GEOID HEIGHT- -32.95 (meters) GEOID99 NH0686 DYNAMIC HT - 259.405 (meters) 851.06 (feet) COMP NH0686 MODELED GRAV- 980,273.9 (mgal) NAVD 88 NH0686 NH0686 HORZ ORDER - FIRST NH0686 VERT ORDER - FIRST CLASS I NH0686 ELLP ORDER - THIRD CLASS I NH0686 NH0686.The horizontal coordinates were established by GPS observations NH0686.and adjusted by the National Geodetic Survey in September 1998. NH0686 NH0686.The orthometric height was determined by differential leveling NH0686.and adjusted by the National Geodetic Survey in June 1991. NH0686 NH0686.The X, Y, and Z were computed from the position and the ellipsoidal ht. NH0686 NH0686.The Laplace correction was computed from DEFLEC99 derived deflections. NH0686 NH0686.The ellipsoidal height was determined by GPS observations NH0686.and is referenced to NAD 83. NH0686 NH0686.The geoid height was determined by GEOID99. NH0686 NH0686.The dynamic height is computed by dividing the NAVD 88 NH0686.geopotential number by the normal gravity value computed on the NH0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0686.degrees latitude (g = 980.6199 gals.). NH0686 NH0686.The modeled gravity was interpolated from observed gravity values. NH0686 NH0686; North East Units Scale Converg. NH0686;SPC IL W - 602,720.026 727,608.702 MT 0.99995055 +0 13 25.5 NH0686;UTM 16 - 4,664,240.385 265,725.270 MT 1.00027539 -1 53 59.8 NH0686 NH0686: Primary Azimuth Mark Grid Az NH0686:SPC IL W - LANARK TT 100 AZ MK 079 12 18.3 NH0686:UTM 16 - LANARK TT 100 AZ MK 081 19 43.6 NH0686 NH0686|---------------------------------------------------------------------| NH0686| PID Reference Object Distance Geod. Az | NH0686| dddmmss.s | NH0686| CI9952 LANARK TT 100 RM 1 26.176 METERS 03918 | NH0686| CI9951 LANARK TT 100 AZ MK 0792543.8 | NH0686| CI9953 LANARK TT 100 RM 2 38.649 METERS 15334 | NH0686| NH1562 LANARK MUNICIPAL TANK APPROX. 1.0 KM 3535149.2 | NH0686|---------------------------------------------------------------------| NH0686 NH0686 SUPERSEDED SURVEY CONTROL NH0686 NH0686 NAD 83(1986)- 42 05 43.04696(N) 089 49 58.49307(W) AD( ) 1 NH0686 NAD 27 - 42 05 42.95200(N) 089 49 58.06100(W) AD( ) 1 NH0686 NAVD 88 (09/15/98) 259.49 (m) 851.3 (f) LEVELING 3 NH0686 NGVD 29 (??/??/92) 259.53 (m) 851.5 (f) COMPUTED 1 1 NH0686 NH0686.Superseded values are not recommended for survey control. NH0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0686.See file dsdata.txt to determine how the superseded data were derived. NH0686 NH0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6572564240(NAD 83) NH0686_MARKER: DD = SURVEY DISK NH0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0686_STAMPING: TT STA 100 1927 JLS 852 NH0686_PROJECTION: FLUSH NH0686_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT NH0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0686+STABILITY: SURFACE MOTION NH0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NH0686+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996 NH0686 NH0686 HISTORY - Date Condition Report By NH0686 HISTORY - 1938 MONUMENTED USGS NH0686 HISTORY - 1970 GOOD NGS NH0686 HISTORY - 1970 GOOD ILDT NH0686 HISTORY - 1970 GOOD NGS NH0686 HISTORY - 19960814 GOOD SECI NH0686 HISTORY - 20011203 GOOD NGS NH0686 HISTORY - 20031002 GOOD USPSQD NH0686 NH0686 STATION DESCRIPTION NH0686 NH0686'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (CDM) NH0686'THIS IS AN OLD GEOLOGICAL SURVEY STATION AND IS LOCATED ON THE NH0686'LAND OF FRED C. VOLZ, IN THE NE CORNER OF THE NW 1/4 OF SEC. 8, NH0686'T 24 N, R 6 E, AT THE S EDGE OF LANARK ON BROAD STREET WHICH NH0686'IS THE MAIN BUSINESS STREET. THE STATION IS A STANDARD U.S.G.S. NH0686'BRONZE DISK SET IN THE CENTER OF A 6-INCH SQUARE CONCRETE POST, NH0686'WHICH WAS STRENGTHENED BY THE ADDITION OF CONCRETE TO MAKE THE NH0686'MARK 1-FOOT SQUARE. THE STATION IS STAMPED TT STAT 100 1927 NH0686'JLS AND PROJECTS ABOUT 6-INCHES ABOVE THE SURFACE. IT IS 28 NH0686'FEET W OF THE CENTER OF BROAD STREET, 1 FOOT E OF THE FENCE NH0686'ON THE W SIDE OF THE ROAD, 43 FEET S OF THE CENTER OF THE NH0686'SIDEWALK LEADING W TO THE HOME OF MR. VOLZ, 139 FEET S OF NH0686'THE EDGE OF THE PAVEMENT ON U.S. ROUTE NO. 52, 8 FEET S OF NH0686'THE NE FENCE POST CORNER OF MR. VOLZ CHICKEN YARD. NH0686' NH0686'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS NH0686'SET IN CONCRETE. NH0686' NH0686'REFERENCE MARK NO. 1 WAS ESTABLISHED AND IS STAMPED LANARK USGS NH0686'NO. 1 1938 AND IS FLUSH WITH THE SURFACE ON THE LAWN ON THE W NH0686'PARKING OF THE RESIDENCE OF MR. STENGEL, NE OF THE STATION, 21 NH0686'FEET N OF CENTER OF SIDEWALK LEADING E TO MR. STENGELS RESIDENCE, NH0686'26 FEET E OF CENTER OF BROAD STREET, 73 FEET S OF EDGE OF NH0686'PAVEMENT ON U.S. ROUTE NO. 52. REFERENCE MARK NO. 2 WAS NH0686'ESTABLISHED AND IS STAMPED LANARK USGS NO. 2 1938. IT IS FLUSH NH0686'WITH SURFACE AND IS 1 FOOT W OF THE FENCE LINE ON E SIDE NH0686'OF BROAD STREET, 27 FEET E OF THE CENTER OF THE STREET, 29 NH0686'FEET S OF CENTER OF DRIVEWAY LEADING TO THE FARMYARD OF MR. NH0686'STENGEL AND IS SSE OF THE STATION. NH0686' NH0686'AZIMUTH MARK WAS ESTABLISHED 0.15 MILE E OF THE INTERSECTION NH0686'OF BROAD STREET AND U.S. ROUTE NO. 52 NEAR THE STATION. MARK NH0686'IS ON N SIDE OF U.S. NO. 52 AND 1 FOOT S OF THE FENCE AND 31.5 NH0686'FEET N OF CENTER OF PAVEMENT, 139 FEET W OF THE W END OF A NH0686'CONCRETE CULVERT ON N SIDE OF THE PAVEMENT AND IS ABOUT HALF NH0686'WAY BETWEEN THE STATION AND THE CEMETERY, STAMPED LANARK USGS NH0686'1938 AND PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE. NH0686' NH0686'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS. NH0686 NH0686 STATION RECOVERY (1970) NH0686 NH0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RG) NH0686'TT STA. 100 (USGS), STAMPED TT STA 100 1927 JLS 852, WAS USED NH0686'AS THE STATION MARK. IT IS ABOUT 0.45 MILE SOUTH ALONG STATE NH0686'HIGHWAY 72 FROM THE POST OFFICE AT LANARK, 147 FEET SOUTH OF NH0686'THE CENTER OF THE INTERSECTION OF STATE HIGHWAYS 64 AND 72 NH0686'AND U.S. HIGHWAY 52, 31 FEET WEST OF THE CENTER LINE OF A NH0686'GRAVELED ROAD WHICH LEADS SOUTH, 45 FEET SOUTHEAST OF THE NH0686'SOUTHEAST CORNER OF A 2-STORY HOUSE, 0.7 FOOT EAST OF A NH0686'FENCE, 0.9 FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET NH0686'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A NH0686'CONCRETE POST PROJECTING 4 INCHES. NH0686' NH0686'R.M. 1, STAMPED LANARK NO 1 USGS 1938, IS 85.9 FEET NORTHEAST AND NH0686'ACROSS THE GRAVELED ROAD FROM THE STATION MARK, 179.8 FEET NH0686'NORTH OF R.M. 2, 82 FEET SOUTH OF THE CENTER OF THE INTERSECTION, NH0686'27 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 40.5 FEET NH0686'WEST OF THE NORTHWEST CORNER OF A 2-STORY HOUSE, 8.3 FEET WEST NH0686'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, ABOUT 4 FEET NH0686'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE NH0686'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. NH0686' NH0686'R.M. 2, STAMPED LANARK NO 2 USGS 1938, IS 126.9 FEET SOUTHEAST NH0686'AND ACROSS THE GRAVELED ROAD FROM THE STATION MARK, 179.8 FEET NH0686'SOUTH OF R.M. 1, 262 FEET SOUTH OF THE CENTER OF THE INTERSECTION, NH0686'26 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 28.5 FEET NH0686'SOUTH OF THE CENTER OF A METAL GATE, 1.0 FOOT WEST OF A FENCE, NH0686'1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE NH0686'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH NH0686'IS LEVEL WITH THE SURFACE OF THE GROUND. NH0686' NH0686'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME. NH0686' NH0686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.45 MILE SOUTH NH0686 NH0686 STATION RECOVERY (1970) NH0686 NH0686'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DEW) NH0686'TT STA ICC 1921-GOOD DESCRIPTION ADEQUATE SEE NOTE NH0686' NH0686'LANARK U.S.G.S. NO. 1 1938-GOOD DESCRIPTION ADEQUATE SEE NOTE NH0686' NH0686'LANARK U.S.G.S. NO. 2 1938-GOOD DESCRIPTION ADEQUATE SEE NOTE NH0686' NH0686'LANARK U.S.G.S. 1938-HAS BEEN DESTROYED BY HIGHWAY WIDEING NH0686' NH0686'NOTE--FOR AZI. FROM STA. LANARK - STA. FREDERICK IS V.G. NH0686 NH0686 STATION RECOVERY (1970) NH0686 NH0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 NH0686'0.4 MI S FROM LANARK. NH0686'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST OFFICE NH0686'AT LANARK, 147 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF NH0686'STATE HIGHWAYS 64 AND 72 AND U.S. HIGHWAY 52, 31 FEET WEST OF THE NH0686'CENTER LINE OF A GRAVELED ROAD WHICH LEADS SOUTH, 45 FEET NH0686'SOUTHEAST OF THE SOUTHEAST CORNER OF A 2-STORY HOUSE, 0.7 FOOT NH0686'EAST OF A FENCE, 0.9 FOOT WEST OF A METAL WITNESS POST, ABOUT NH0686'3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A NH0686'CONCRETE POST PROJECTING 4 INCHES. SECTION 8, T24N, R6E. NH0686 NH0686 STATION RECOVERY (1996) NH0686 NH0686'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR) NH0686'RECOVERED AS DESCRIBED. NH0686 NH0686 STATION RECOVERY (2001) NH0686 NH0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0686'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0686 NH0686 STATION RECOVERY (2003) NH0686 NH0686'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0686'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0677 *********************************************************************** NH0677 DESIGNATION - U 268 NH0677 PID - NH0677 NH0677 STATE/COUNTY- IL/CARROLL NH0677 USGS QUAD - LANARK (1985) NH0677 NH0677 *CURRENT SURVEY CONTROL NH0677 ___________________________________________________________________ NH0677* NAD 83(1986)- 42 07 01. (N) 089 48 01. (W) SCALED NH0677* NAVD 88 - 255.488 (meters) 838.21 (feet) ADJUSTED NH0677 ___________________________________________________________________ NH0677 GEOID HEIGHT- -32.96 (meters) GEOID99 NH0677 DYNAMIC HT - 255.401 (meters) 837.93 (feet) COMP NH0677 MODELED GRAV- 980,272.7 (mgal) NAVD 88 NH0677 NH0677 VERT ORDER - FIRST CLASS I NH0677 NH0677.The horizontal coordinates were scaled from a topographic map and have NH0677.an estimated accuracy of +/- 6 seconds. NH0677 NH0677.The orthometric height was determined by differential leveling NH0677.and adjusted by the National Geodetic Survey in June 1991. NH0677 NH0677.The geoid height was determined by GEOID99. NH0677 NH0677.The dynamic height is computed by dividing the NAVD 88 NH0677.geopotential number by the normal gravity value computed on the NH0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0677.degrees latitude (g = 980.6199 gals.). NH0677 NH0677.The modeled gravity was interpolated from observed gravity values. NH0677 NH0677; North East Units Estimated Accuracy NH0677;SPC IL W - 605,140. 730,300. MT (+/- 180 meters Scaled) NH0677 NH0677 SUPERSEDED SURVEY CONTROL NH0677 NH0677 NGVD 29 (??/??/92) 255.523 (m) 838.33 (f) ADJ UNCH 1 1 NH0677 NH0677.Superseded values are not recommended for survey control. NH0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0677.See file dsdata.txt to determine how the superseded data were derived. NH0677 NH0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM685665(NAD 83) NH0677_MARKER: DB = BENCH MARK DISK NH0677_SETTING: 36 = BRIDGE ABUTMENT NH0677_STAMPING: U 268 1970 NH0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NH0677 NH0677 HISTORY - Date Condition Report By NH0677 HISTORY - 1970 MONUMENTED NGS NH0677 HISTORY - 1987 GOOD USPSQD NH0677 HISTORY - 19950515 GOOD USPSQD NH0677 HISTORY - 20011203 GOOD NGS NH0677 HISTORY - 20031004 GOOD USPSQD NH0677 NH0677 STATION DESCRIPTION NH0677 NH0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0677'2.4 MI NE FROM LANARK. NH0677'ABOUT 1.35 MILES EAST ALONG E. LOCUST STREET AND A GRAVELED NH0677'ROAD FROM THE METHODIST CHURCH AT LANARK, THENCE 0.85 MILE NH0677'NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTHEAST ALONG NH0677'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 7.5 FEET NH0677'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS, NH0677'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE NH0677'ABUTMENT OF RAILROAD BRIDGE NUMBER Z444, 16 FEET SOUTHWEST OF NH0677'BRIDGE POST NUMBER Z444, AND ABOUT 1/2 FOOT BELOW THE LEVEL NH0677'OF THE TRACK. SECTION 34, T25N, R6E NH0677 NH0677 STATION RECOVERY (1987) NH0677 NH0677'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0677'RECOVERED IN GOOD CONDITION. NH0677 NH0677 STATION RECOVERY (1995) NH0677 NH0677'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0677'RECOVERED IN GOOD CONDITION. NH0677 NH0677 STATION RECOVERY (2001) NH0677 NH0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0677'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0677 NH0677 STATION RECOVERY (2003) NH0677 NH0677'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0677'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0675 *********************************************************************** NH0675 DESIGNATION - V 268 NH0675 PID - NH0675 NH0675 STATE/COUNTY- IL/CARROLL NH0675 USGS QUAD - BOONE BRANCH (1985) NH0675 NH0675 *CURRENT SURVEY CONTROL NH0675 ___________________________________________________________________ NH0675* NAD 83(1986)- 42 07 31. (N) 089 47 21. (W) SCALED NH0675* NAVD 88 - 257.370 (meters) 844.39 (feet) ADJUSTED NH0675 ___________________________________________________________________ NH0675 GEOID HEIGHT- -32.97 (meters) GEOID99 NH0675 DYNAMIC HT - 257.281 (meters) 844.10 (feet) COMP NH0675 MODELED GRAV- 980,272.1 (mgal) NAVD 88 NH0675 NH0675 VERT ORDER - FIRST CLASS I NH0675 NH0675.The horizontal coordinates were scaled from a topographic map and have NH0675.an estimated accuracy of +/- 6 seconds. NH0675 NH0675.The orthometric height was determined by differential leveling NH0675.and adjusted by the National Geodetic Survey in June 1991. NH0675 NH0675.The geoid height was determined by GEOID99. NH0675 NH0675.The dynamic height is computed by dividing the NAVD 88 NH0675.geopotential number by the normal gravity value computed on the NH0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0675.degrees latitude (g = 980.6199 gals.). NH0675 NH0675.The modeled gravity was interpolated from observed gravity values. NH0675 NH0675; North East Units Estimated Accuracy NH0675;SPC IL W - 606,070. 731,210. MT (+/- 180 meters Scaled) NH0675 NH0675 SUPERSEDED SURVEY CONTROL NH0675 NH0675 NGVD 29 (??/??/92) 257.404 (m) 844.50 (f) ADJ UNCH 1 1 NH0675 NH0675.Superseded values are not recommended for survey control. NH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0675.See file dsdata.txt to determine how the superseded data were derived. NH0675 NH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM694674(NAD 83) NH0675_MARKER: DB = BENCH MARK DISK NH0675_SETTING: 36 = BRIDGE ABUTMENT NH0675_STAMPING: V 268 1970 NH0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NH0675 NH0675 HISTORY - Date Condition Report By NH0675 HISTORY - 1970 MONUMENTED NGS NH0675 HISTORY - 1987 GOOD USPSQD NH0675 HISTORY - 19950515 GOOD USPSQD NH0675 HISTORY - 20011203 GOOD NGS NH0675 HISTORY - 20031004 GOOD USPSQD NH0675 NH0675 STATION DESCRIPTION NH0675 NH0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0675'3.6 MI NE FROM LANARK. NH0675'ABOUT 1.35 MILES EAST ALONG E. LOCUST STREET AND A GRAVELED NH0675'ROAD FROM THE METHODIST CHURCH AT LANARK, THENCE 1.45 MILES NH0675'NORTH ALONG A GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG E. NH0675'STRADDLE CREEK ROAD, AT THE CROSSING OF THE CHICAGO, MILWAUKEE, NH0675'ST. PAUL AND PACIFIC RAILROAD AND STRADDLE CREEK ROAD, 36 FEET NH0675'NORTH OF THE CENTER LINE OF THE ROAD, 7 FEET WEST OF THE WEST NH0675'RAIL OF THE WEST TRACK, SET IN THE TOP OF THE WEST END OF THE NH0675'SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER Z440 OVER NH0675'STRADDLE CREEK, 2.7 FEET SOUTHWEST OF THE SOUTH END OF THE WEST NH0675'STEEL GIRDER ON THE BRIDGE, ABOUT 2 FEET BELOW THE LEVEL OF NH0675'THE TRACK AND ROAD. SECTION 27, T25N, R6E NH0675 NH0675 STATION RECOVERY (1987) NH0675 NH0675'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0675'RECOVERED IN GOOD CONDITION. NH0675 NH0675 STATION RECOVERY (1995) NH0675 NH0675'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0675'RECOVERED IN GOOD CONDITION. NH0675 NH0675 STATION RECOVERY (2001) NH0675 NH0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0675'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0675 NH0675 STATION RECOVERY (2003) NH0675 NH0675'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0675'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0674 *********************************************************************** NH0674 DESIGNATION - W 268 NH0674 PID - NH0674 NH0674 STATE/COUNTY- IL/CARROLL NH0674 USGS QUAD - BOONE BRANCH (1985) NH0674 NH0674 *CURRENT SURVEY CONTROL NH0674 ___________________________________________________________________ NH0674* NAD 83(1986)- 42 07 31. (N) 089 46 48. (W) SCALED NH0674* NAVD 88 - 268.060 (meters) 879.46 (feet) ADJUSTED NH0674 ___________________________________________________________________ NH0674 GEOID HEIGHT- -32.96 (meters) GEOID99 NH0674 DYNAMIC HT - 267.968 (meters) 879.16 (feet) COMP NH0674 MODELED GRAV- 980,271.4 (mgal) NAVD 88 NH0674 NH0674 VERT ORDER - FIRST CLASS I NH0674 NH0674.The horizontal coordinates were scaled from a topographic map and have NH0674.an estimated accuracy of +/- 6 seconds. NH0674 NH0674.The orthometric height was determined by differential leveling NH0674.and adjusted by the National Geodetic Survey in June 1991. NH0674 NH0674.The geoid height was determined by GEOID99. NH0674 NH0674.The dynamic height is computed by dividing the NAVD 88 NH0674.geopotential number by the normal gravity value computed on the NH0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0674.degrees latitude (g = 980.6199 gals.). NH0674 NH0674.The modeled gravity was interpolated from observed gravity values. NH0674 NH0674; North East Units Estimated Accuracy NH0674;SPC IL W - 606,070. 731,970. MT (+/- 180 meters Scaled) NH0674 NH0674 SUPERSEDED SURVEY CONTROL NH0674 NH0674 NGVD 29 (??/??/92) 268.096 (m) 879.58 (f) ADJ UNCH 1 1 NH0674 NH0674.Superseded values are not recommended for survey control. NH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0674.See file dsdata.txt to determine how the superseded data were derived. NH0674 NH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM702674(NAD 83) NH0674_MARKER: DB = BENCH MARK DISK NH0674_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NH0674_STAMPING: W 268 1970 NH0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0674 NH0674 HISTORY - Date Condition Report By NH0674 HISTORY - 1970 MONUMENTED NGS NH0674 HISTORY - 1987 GOOD USPSQD NH0674 HISTORY - 19950515 GOOD USPSQD NH0674 HISTORY - 20011203 GOOD NGS NH0674 HISTORY - 20031004 GOOD USPSQD NH0674 NH0674 STATION DESCRIPTION NH0674 NH0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0674'4 MI NE FROM LANARK. NH0674'ABOUT 1.35 MILES EAST ALONG E. LOCUST STREET AND A GRAVELED NH0674'ROAD FROM THE METHODIST CHURCH AT LANARK, THENCE 1.45 MILES NH0674'NORTH ALONG A GRAVELED ROAD, THENCE 1.2 MILES EAST ALONG E. NH0674'STRADDLE CREEK ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE NH0674'ROAD, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR. RAY NH0674'HERTELS FARM HOUSE, 7 FEET EAST OF A POWER POLE, 4.5 FEET WEST NH0674'OF A CORNER FENCE POST, 1.0 FOOT SOUTH OF A FENCE, 0.7 FOOT NH0674'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND NH0674'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES. NH0674'SECTION 26, T25N, R6E NH0674 NH0674 STATION RECOVERY (1987) NH0674 NH0674'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0674'RECOVERED IN GOOD CONDITION. NH0674 NH0674 STATION RECOVERY (1995) NH0674 NH0674'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0674'RECOVERED IN GOOD CONDITION. NH0674 NH0674 STATION RECOVERY (2001) NH0674 NH0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0674'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0674 NH0674 STATION RECOVERY (2003) NH0674 NH0674'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0674'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0673 *********************************************************************** NH0673 DESIGNATION - X 268 NH0673 PID - NH0673 NH0673 STATE/COUNTY- IL/CARROLL NH0673 USGS QUAD - LANARK (1985) NH0673 NH0673 *CURRENT SURVEY CONTROL NH0673 ___________________________________________________________________ NH0673* NAD 83(1986)- 42 07 28. (N) 089 45 52. (W) SCALED NH0673* NAVD 88 - 280.214 (meters) 919.34 (feet) ADJUSTED NH0673 ___________________________________________________________________ NH0673 GEOID HEIGHT- -32.96 (meters) GEOID99 NH0673 DYNAMIC HT - 280.117 (meters) 919.02 (feet) COMP NH0673 MODELED GRAV- 980,270.0 (mgal) NAVD 88 NH0673 NH0673 VERT ORDER - FIRST CLASS I NH0673 NH0673.The horizontal coordinates were scaled from a topographic map and have NH0673.an estimated accuracy of +/- 6 seconds. NH0673 NH0673.The orthometric height was determined by differential leveling NH0673.and adjusted by the National Geodetic Survey in June 1991. NH0673 NH0673.The geoid height was determined by GEOID99. NH0673 NH0673.The dynamic height is computed by dividing the NAVD 88 NH0673.geopotential number by the normal gravity value computed on the NH0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0673.degrees latitude (g = 980.6199 gals.). NH0673 NH0673.The modeled gravity was interpolated from observed gravity values. NH0673 NH0673; North East Units Estimated Accuracy NH0673;SPC IL W - 605,980. 733,260. MT (+/- 180 meters Scaled) NH0673 NH0673 SUPERSEDED SURVEY CONTROL NH0673 NH0673 NGVD 29 (??/??/92) 280.247 (m) 919.44 (f) ADJ UNCH 1 1 NH0673 NH0673.Superseded values are not recommended for survey control. NH0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0673.See file dsdata.txt to determine how the superseded data were derived. NH0673 NH0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM714672(NAD 83) NH0673_MARKER: DB = BENCH MARK DISK NH0673_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND NH0673_STAMPING: X 268 1970 NH0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0673 NH0673 HISTORY - Date Condition Report By NH0673 HISTORY - 1970 MONUMENTED NGS NH0673 HISTORY - 19950515 MARK NOT FOUND USPSQD NH0673 HISTORY - 20011203 MARK NOT FOUND NGS NH0673 HISTORY - 20031004 MARK NOT FOUND USPSQD NH0673 NH0673 STATION DESCRIPTION NH0673 NH0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0673'4.9 MI NE FROM LANARK. NH0673'ABOUT 1.35 MILES EAST ALONG E. LOCUST STREET AND A GRAVELED NH0673'ROAD FROM THE METHODIST CHURCH AT LANARK, THENCE 1.45 MILES NH0673'NORTH ALONG A GRAVELED ROAD, THENCE 2.1 MILES EAST ALONG STRADDLE NH0673'CREEK ROAD, AT THE INTERSECTION OF THE ROAD AND N. MAPLE GROVE NH0673'ROAD, 29 FEET SOUTH OF THE CENTER LINE OF STRADDLE CREEK ROAD, NH0673'58 FEET WEST OF THE CENTER LINE OF N. MAPLE GROVE ROAD, 32 FEET NH0673'WEST OF A CORNER FENCE POST, 1.1 FEET NORTH OF A FENCE, 0.8 NH0673'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE NH0673'LEVEL OF THE ROAD, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE NH0673'PROJECTING 5 INCHES ABOVE THE SURFACE OF THE GROUND. SECTION NH0673'35, T25N, R6E NH0673 NH0673 STATION RECOVERY (1995) NH0673 NH0673'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0673'MARK NOT FOUND. NH0673 NH0673 STATION RECOVERY (2001) NH0673 NH0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0673'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0673 NH0673 STATION RECOVERY (2003) NH0673 NH0673'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0673'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0672 *********************************************************************** NH0672 DESIGNATION - Y 268 NH0672 PID - NH0672 NH0672 STATE/COUNTY- IL/CARROLL NH0672 USGS QUAD - SHANNON (1983) NH0672 NH0672 *CURRENT SURVEY CONTROL NH0672 ___________________________________________________________________ NH0672* NAD 83(1986)- 42 07 32. (N) 089 44 39. (W) SCALED NH0672* NAVD 88 - 275.038 (meters) 902.35 (feet) ADJUSTED NH0672 ___________________________________________________________________ NH0672 GEOID HEIGHT- -32.95 (meters) GEOID99 NH0672 DYNAMIC HT - 274.943 (meters) 902.04 (feet) COMP NH0672 MODELED GRAV- 980,268.1 (mgal) NAVD 88 NH0672 NH0672 VERT ORDER - FIRST CLASS I NH0672 NH0672.The horizontal coordinates were scaled from a topographic map and have NH0672.an estimated accuracy of +/- 6 seconds. NH0672 NH0672.The orthometric height was determined by differential leveling NH0672.and adjusted by the National Geodetic Survey in June 1991. NH0672 NH0672.The geoid height was determined by GEOID99. NH0672 NH0672.The dynamic height is computed by dividing the NAVD 88 NH0672.geopotential number by the normal gravity value computed on the NH0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0672.degrees latitude (g = 980.6199 gals.). NH0672 NH0672.The modeled gravity was interpolated from observed gravity values. NH0672 NH0672; North East Units Estimated Accuracy NH0672;SPC IL W - 606,110. 734,930. MT (+/- 180 meters Scaled) NH0672 NH0672 SUPERSEDED SURVEY CONTROL NH0672 NH0672 NGVD 29 (??/??/92) 275.070 (m) 902.46 (f) ADJ UNCH 1 1 NH0672 NH0672.Superseded values are not recommended for survey control. NH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0672.See file dsdata.txt to determine how the superseded data were derived. NH0672 NH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM731673(NAD 83) NH0672_MARKER: DB = BENCH MARK DISK NH0672_SETTING: 30 = CULVERT NH0672_STAMPING: Y 268 1970 NH0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NH0672+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003 NH0672 NH0672 HISTORY - Date Condition Report By NH0672 HISTORY - 1970 MONUMENTED NGS NH0672 HISTORY - 1987 GOOD USPSQD NH0672 HISTORY - 19950515 GOOD USPSQD NH0672 HISTORY - 20011203 GOOD NGS NH0672 HISTORY - 20031004 GOOD USPSQD NH0672 NH0672 STATION DESCRIPTION NH0672 NH0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0672'6 MI NE FROM LANARK. NH0672'ABOUT 1.35 MILES EAST ALONG E. LOCUST STREET AND A GRAVELED NH0672'ROAD FROM THE METHODIST CHURCH AT LANARK, THENCE 1.45 MILES NH0672'NORTH ALONG A GRAVELED ROAD, THENCE 3.1 MILES EAST ALONG E. NH0672'STRADDLE CREEK ROAD, THENCE 0.1 MILE NORTH ALONG A PAVED ROAD, OR NH0672'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST NH0672'OFFICE AT FORRESTON, THENCE 8.65 MILES WEST ALONG WHITE OAK NH0672'ROAD AND STRADDLE CREEK ROAD, 20.5 FEET EAST OF THE CENTER LINE OF NH0672'THE ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE NH0672'HEADWALL OF A 10- X 10-FOOT CONCRETE BOX CULVERT, AND ABOUT 1 1/2 NH0672'FEET BELOW THE LEVEL OF THE ROAD. SECTION 30, T25N, R7E. NH0672 NH0672 STATION RECOVERY (1987) NH0672 NH0672'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0672'RECOVERED IN GOOD CONDITION. NH0672 NH0672 STATION RECOVERY (1995) NH0672 NH0672'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0672'RECOVERED IN GOOD CONDITION. NH0672 NH0672 STATION RECOVERY (2001) NH0672 NH0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0672'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0672 NH0672 STATION RECOVERY (2003) NH0672 NH0672'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0672'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 NH0670 *********************************************************************** NH0670 DESIGNATION - Z 268 NH0670 PID - NH0670 NH0670 STATE/COUNTY- IL/CARROLL NH0670 USGS QUAD - SHANNON (1983) NH0670 NH0670 *CURRENT SURVEY CONTROL NH0670 ___________________________________________________________________ NH0670* NAD 83(1986)- 42 07 31. (N) 089 43 31. (W) SCALED NH0670* NAVD 88 - 307.147 (meters) 1007.70 (feet) ADJUSTED NH0670 ___________________________________________________________________ NH0670 GEOID HEIGHT- -32.95 (meters) GEOID99 NH0670 DYNAMIC HT - 307.040 (meters) 1007.35 (feet) COMP NH0670 MODELED GRAV- 980,266.9 (mgal) NAVD 88 NH0670 NH0670 VERT ORDER - FIRST CLASS I NH0670 NH0670.The horizontal coordinates were scaled from a topographic map and have NH0670.an estimated accuracy of +/- 6 seconds. NH0670 NH0670.The orthometric height was determined by differential leveling NH0670.and adjusted by the National Geodetic Survey in June 1991. NH0670 NH0670.The geoid height was determined by GEOID99. NH0670 NH0670.The dynamic height is computed by dividing the NAVD 88 NH0670.geopotential number by the normal gravity value computed on the NH0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NH0670.degrees latitude (g = 980.6199 gals.). NH0670 NH0670.The modeled gravity was interpolated from observed gravity values. NH0670 NH0670; North East Units Estimated Accuracy NH0670;SPC IL W - 606,090. 736,500. MT (+/- 180 meters Scaled) NH0670 NH0670 SUPERSEDED SURVEY CONTROL NH0670 NH0670 NGVD 29 (??/??/92) 307.177 (m) 1007.80 (f) ADJ UNCH 1 1 NH0670 NH0670.Superseded values are not recommended for survey control. NH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0670.See file dsdata.txt to determine how the superseded data were derived. NH0670 NH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM747672(NAD 83) NH0670_MARKER: DB = BENCH MARK DISK NH0670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) NH0670_STAMPING: Z 268 1970 NH0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NH0670 NH0670 HISTORY - Date Condition Report By NH0670 HISTORY - 1970 MONUMENTED NGS NH0670 HISTORY - 1987 GOOD USPSQD NH0670 HISTORY - 19950524 GOOD USPSQD NH0670 HISTORY - 20011203 GOOD NGS NH0670 HISTORY - 20031004 MARK NOT FOUND USPSQD NH0670 NH0670 STATION DESCRIPTION NH0670 NH0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 NH0670'7.6 MI W FROM FORRESTON. NH0670'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST NH0670'OFFICE AT FORRESTON, THENCE 7.55 MILES WEST ALONG WHITE OAK NH0670'ROAD AND STRADDLE CREEK ROAD, OR ABOUT 1.35 MILES EAST ALONG NH0670'E. LOCUST STREET AND A GRAVELED ROAD FROM THE METHODIST CHURCH NH0670'AT LANARK, THENCE 1.45 MILES NORTH ALONG A GRAVELED ROAD, NH0670'THENCE 4.1 MILES EAST ALONG E. STRADDLE CREEK ROAD, AT THE NH0670'INTERSECTION OF THE ROAD AND N. GRANGE ROAD, 68 FEET SOUTH OF NH0670'THE CENTER LINE OF E. STRADDLE CREEK ROAD, 29 FEET WEST OF THE NH0670'CENTER LINE OF N. GRANGE ROAD, 38 FEET SOUTH OF A CORNER FENCE NH0670'POST, 0.5 FOOT EAST OF A FENCE, 1.5 FEET NORTH OF A METAL NH0670'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROADS, AND NH0670'ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL NH0670'AT A DEPTH OF 31 FEET AND IS ENCASED IN 3 1/2-INCH IRON PIPE NH0670'PROJECTING 1 INCH. SECTION 31, T25N, R7E NH0670 NH0670 STATION RECOVERY (1987) NH0670 NH0670'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG) NH0670'RECOVERED IN GOOD CONDITION. NH0670 NH0670 STATION RECOVERY (1995) NH0670 NH0670'RECOVERY NOTE BY US POWER SQUADRON 1995 NH0670'RECOVERED IN GOOD CONDITION. NH0670 NH0670 STATION RECOVERY (2001) NH0670 NH0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) NH0670'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. NH0670 NH0670 STATION RECOVERY (2003) NH0670 NH0670'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG) NH0670'MARK NOT FOUND.