1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP2905 *********************************************************************** PP2905 DESIGNATION - 117 GJS PP2905 PID - PP2905 PP2905 STATE/COUNTY- MN/WASECA PP2905 USGS QUAD - JANESVILLE (1966) PP2905 PP2905 *CURRENT SURVEY CONTROL PP2905 ___________________________________________________________________ PP2905* NAD 83(1996)- 44 06 41.95464(N) 093 40 03.05567(W) ADJUSTED PP2905* NAVD 88 - 341.667 (meters) 1120.95 (feet) ADJUSTED PP2905 ___________________________________________________________________ PP2905 X - -293,419.162 (meters) COMP PP2905 Y - -4,577,680.072 (meters) COMP PP2905 Z - 4,417,225.299 (meters) COMP PP2905 LAPLACE CORR- 1.18 (seconds) DEFLEC99 PP2905 ELLIP HEIGHT- 312.87 (meters) (07/31/00) GPS OBS PP2905 GEOID HEIGHT- -28.78 (meters) GEOID03 PP2905 DYNAMIC HT - 341.599 (meters) 1120.73 (feet) COMP PP2905 MODELED GRAV- 980,409.7 (mgal) NAVD 88 PP2905 PP2905 HORZ ORDER - FIRST PP2905 VERT ORDER - SECOND CLASS I PP2905 ELLP ORDER - FOURTH CLASS I PP2905 PP2905.The horizontal coordinates were established by GPS observations PP2905.and adjusted by the National Geodetic Survey in July 2000. PP2905 PP2905.The orthometric height was determined by differential leveling PP2905.and adjusted by the National Geodetic Survey in June 1995. PP2905 PP2905.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP2905 PP2905.The Laplace correction was computed from DEFLEC99 derived deflections. PP2905 PP2905.The ellipsoidal height was determined by GPS observations PP2905.and is referenced to NAD 83. PP2905 PP2905.The geoid height was determined by GEOID03. PP2905 PP2905.The dynamic height is computed by dividing the NAVD 88 PP2905.geopotential number by the normal gravity value computed on the PP2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP2905.degrees latitude (g = 980.6199 gals.). PP2905 PP2905.The modeled gravity was interpolated from observed gravity values. PP2905 PP2905; North East Units Scale Factor Converg. PP2905;SPC MN S - 223,571.817 826,615.722 MT 0.99994505 +0 13 59.0 PP2905;UTM 15 - 4,884,490.727 446,582.967 MT 0.99963509 -0 27 52.7 PP2905 PP2905! - Elev Factor x Scale Factor = Combined Factor PP2905!SPC MN S - 0.99995094 x 0.99994505 = 0.99989600 PP2905!UTM 15 - 0.99995094 x 0.99963509 = 0.99958605 PP2905 PP2905: Primary Azimuth Mark Grid Az PP2905:SPC MN S - STA 32 EDJ 359 36 48.6 PP2905:UTM 15 - STA 32 EDJ 000 18 40.3 PP2905 PP2905|---------------------------------------------------------------------| PP2905| PID Reference Object Distance Geod. Az | PP2905| dddmmss.s | PP2905| PP2908 STA 32 EDJ APPROX. 3.3 KM 3595047.6 | PP2905|---------------------------------------------------------------------| PP2905 PP2905 SUPERSEDED SURVEY CONTROL PP2905 PP2905 NAD 83(1996)- 44 06 41.96137(N) 093 40 03.04802(W) AD( ) 3 PP2905 NAD 83(1986)- 44 06 41.95594(N) 093 40 03.04795(W) AD( ) 3 PP2905 NAD 27 - 44 06 42.09694(N) 093 40 02.23817(W) AD( ) 3 PP2905 NAVD 88 (07/31/00) 341.67 (m) 1121.0 (f) LEVELING 3 PP2905 NGVD 29 (07/19/86) 341.7 (m) 1121. (f) LEVELING 3 PP2905 PP2905.Superseded values are not recommended for survey control. PP2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP2905.See file dsdata.txt to determine how the superseded data were derived. PP2905 PP2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4658384491(NAD 83) PP2905_MARKER: DB = BENCH MARK DISK PP2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP2905_SP_SET: PREFAB CONC. POST IN EARTH PP2905_STAMPING: 117 GJS 1963 1121 PP2905_MARK LOGO: USGS PP2905_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT PP2905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PP2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP2905+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004 PP2905 PP2905 HISTORY - Date Condition Report By PP2905 HISTORY - 1963 MONUMENTED USGS PP2905 HISTORY - 1963 GOOD USGS PP2905 HISTORY - 19880620 GOOD MNDT PP2905 HISTORY - 19980406 GOOD MNDT PP2905 HISTORY - 20040608 GOOD MNDT PP2905 PP2905 STATION DESCRIPTION PP2905 PP2905'DESCRIBED BY US GEOLOGICAL SURVEY 1963 PP2905'TPS. 107 AND 108 N., R. 24 W., NEAR COR. SECS. 1, 2, 35, AND 36. 86 PP2905'FT. S. AND 17 FT. W. OF CROSSROADS. 15 FT. N. AND LEVEL WITH THE N. PP2905'RAIL OF THE C. AND NW. RR. A STANDARD TABLET IN CONCRETE POST STAMPED PP2905'---117 GJS 1963 1121---. PP2905 PP2905 STATION RECOVERY (1963) PP2905 PP2905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 PP2905'RECOVERED IN GOOD CONDITION. PP2905 PP2905 STATION RECOVERY (1988) PP2905 PP2905'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 PP2905'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) EAST OF THE CITY OF PP2905'JANSEVILLE, 2.05 MILES (3.30 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS PP2905'JUNCTION WITH MAIN STREET IN JANESVILLE, IN THE SOUTHWEST QUADRANT AT PP2905'THE JUNCTION WITH COUNTY ROAD 33, AND IN THE SE 1/4 OF SECTION 35, PP2905'T108N, R24W. IT IS 89.0 FEET (27.1 M) SOUTH-SOUTHWEST OF THE PP2905'CENTERLINE OF HIGHWAY 14 AT MILEPOINT 149.4, 18.0 FEET (5.5 M) WEST PP2905'OF THE CENTER OF COUNTY ROAD 33, 15 FEET (4.6 M) NORTH-NORTHEAST OF PP2905'AND 1 FOOT (0.3 M) HIGHER THAN THE NORTH RAIL OF THE RAILWAY, 47.6 PP2905'FEET (14.5 M) SOUTH-SOUTHEAST OF AN UNDERGOUND CABLE MARKER POST PP2905'(NUMBERED MN022141), 3.0 FEET (0.9 M) NORTH OF A RAILROAD CROSSING PP2905'SIGN, AND 0.6 FEET (18.3 CM) NORTHWEST OF A STEEL WITNESS POST. THE PP2905'MARK, A STANDARD USGS BENCH MARK DISK STAMPED---117 GJS 1963 1121---, PP2905'IS SET IN THE TOP OF A PRECAST (MAGNETIC) CONCRETE MONUMENT AND IS PP2905'0.4 FOOT (12.2 CM) BELOW GROUND LEVEL. PP2905 PP2905 STATION RECOVERY (1998) PP2905 PP2905'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PP2905'THE MARK WAS RECOVERED AS DESCRIBED. PP2905 PP2905 STATION RECOVERY (2004) PP2905 PP2905'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PP2905'2.05 MILES (3.30 KM) EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK PP2905'HIGHWAY 14 AND MAIN ST AT JANESVILLE, NEAR JUNCTION OF TRUNK HIGHWAY PP2905'14 AND COUNT Y ROAD 33, AT TRUNK HIGHWAY 14 MILEPOINT 149.4, 89.0 FEET PP2905'(27.1 M) SOUTH-SOUTHW EST OF TRUNK HIGHWAY 14, 18.0 FEET (5.5 M) WEST PP2905'OF COUNTY ROAD 33, 15 FEET (4.6 M) NOR TH-NORTHEAST OF NORTH RAIL OF PP2905'RAILROAD TRACKS, 47.6 FEET (14.5 M) SOUTH-SOUTHEA ST OF UNDERGROUND PP2905'CABLE MARKER POST (MN022141) , 3.0 FEET (0.9 M) NORTH OF RAIL ROAD PP2905'CROSSING SIGN, 0.5 FEET (15.2 CM) NORTHWEST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3108 *********************************************************************** DH3108 DESIGNATION - 16 KED DH3108 PID - DH3108 DH3108 STATE/COUNTY- MN/WASECA DH3108 USGS QUAD - WALDORF (1967) DH3108 DH3108 *CURRENT SURVEY CONTROL DH3108 ___________________________________________________________________ DH3108* NAD 83(1996)- 43 56 06.70456(N) 093 37 41.29864(W) ADJUSTED DH3108* NAVD 88 - 341.3 (meters) 1120. (feet) GPS OBS DH3108 ___________________________________________________________________ DH3108 X - -291,135.311 (meters) COMP DH3108 Y - -4,591,479.350 (meters) COMP DH3108 Z - 4,403,125.853 (meters) COMP DH3108 LAPLACE CORR- 0.12 (seconds) DEFLEC99 DH3108 ELLIP HEIGHT- 312.29 (meters) (04/27/05) GPS OBS DH3108 GEOID HEIGHT- -29.06 (meters) GEOID03 DH3108 DH3108 HORZ ORDER - FIRST DH3108 ELLP ORDER - FOURTH CLASS I DH3108 DH3108.The horizontal coordinates were established by GPS observations DH3108.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3108 DH3108.The orthometric height was determined by GPS observations and a DH3108.high-resolution geoid model. DH3108 DH3108.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3108 DH3108.The Laplace correction was computed from DEFLEC99 derived deflections. DH3108 DH3108.The ellipsoidal height was determined by GPS observations DH3108.and is referenced to NAD 83. DH3108 DH3108.The geoid height was determined by GEOID03. DH3108 DH3108; North East Units Scale Factor Converg. DH3108;SPC MN S - 203,979.678 829,857.057 MT 0.99997056 +0 15 38.3 DH3108;UTM 15 - 4,864,866.962 449,584.732 MT 0.99963126 -0 26 09.0 DH3108 DH3108! - Elev Factor x Scale Factor = Combined Factor DH3108!SPC MN S - 0.99995103 x 0.99997056 = 0.99992159 DH3108!UTM 15 - 0.99995103 x 0.99963126 = 0.99958231 DH3108 DH3108 SUPERSEDED SURVEY CONTROL DH3108 DH3108.No superseded survey control is available for this station. DH3108 DH3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4958564867(NAD 83) DH3108_MARKER: DD = SURVEY DISK DH3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3108_STAMPING: 16 KED 1966 DH3108_MARK LOGO: USGS DH3108_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DH3108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3108+SATELLITE: SATELLITE OBSERVATIONS - 1966 DH3108 DH3108 HISTORY - Date Condition Report By DH3108 HISTORY - 1966 MONUMENTED USGS DH3108 DH3108 STATION DESCRIPTION DH3108 DH3108'DESCRIBED BY US GEOLOGICAL SURVEY 1966 DH3108'THE MARK IS LOCATED 3.5 MILES (5.6 KM) EAST OF WALDORF. GO 0.25 MILES DH3108'(0.40 KM) EAST ALO NG COUNTY ROAD 4 FROM THE JUNCTION OF TRUNK HIGHWAY DH3108'83 AND COUNTY ROAD 4 IN WALDORF, THENCE 3.4 MILES (5.5 KM) EAST ON DH3108'COUNTY ROAD 74 (260TH AVENUE) . THE MARK IS 45.4 FEET (13.8 M) FORTH DH3108'OF COUNTY ROAD 74, 261.0 FEET (79.6 M) WEST OF CO UNTY ROAD 11 (70TH DH3108'STREET) , 5.0 FEET (1.5 M) NORTHEAST OF POWER POLE WITH GUY WIRE, 2.0 DH3108'FEET (0.6 M) SOUTH OF WITNESS POST, 1.5 FEET (0.5 M) WEST OF NGS DH3108'WITNESS POS T. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DE8724 *********************************************************************** DE8724 DESIGNATION - 8101 B DE8724 PID - DE8724 DE8724 STATE/COUNTY- MN/WASECA DE8724 USGS QUAD - NEW RICHLAND (1967) DE8724 DE8724 *CURRENT SURVEY CONTROL DE8724 ___________________________________________________________________ DE8724* NAD 83(1996)- 43 56 06.01353(N) 093 29 19.06468(W) ADJUSTED DE8724* NAVD 88 - 353.592 (meters) 1160.08 (feet) ADJUSTED DE8724 ___________________________________________________________________ DE8724 X - -279,956.113 (meters) COMP DE8724 Y - -4,592,198.287 (meters) COMP DE8724 Z - 4,403,119.076 (meters) COMP DE8724 LAPLACE CORR- 3.81 (seconds) DEFLEC99 DE8724 ELLIP HEIGHT- 324.66 (meters) (12/09/02) GPS OBS DE8724 GEOID HEIGHT- -28.94 (meters) GEOID03 DE8724 DYNAMIC HT - 353.518 (meters) 1159.83 (feet) COMP DE8724 MODELED GRAV- 980,399.5 (mgal) NAVD 88 DE8724 DE8724 HORZ ORDER - FIRST DE8724 VERT ORDER - SECOND CLASS I DE8724 ELLP ORDER - SECOND CLASS I DE8724 DE8724.The horizontal coordinates were established by GPS observations DE8724.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8724 DE8724.The orthometric height was determined by differential leveling DE8724.and adjusted by the National Geodetic Survey in August 2004. DE8724 DE8724.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8724 DE8724.The Laplace correction was computed from DEFLEC99 derived deflections. DE8724 DE8724.The ellipsoidal height was determined by GPS observations DE8724.and is referenced to NAD 83. DE8724 DE8724.The geoid height was determined by GEOID03. DE8724 DE8724.The dynamic height is computed by dividing the NAVD 88 DE8724.geopotential number by the normal gravity value computed on the DE8724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE8724.degrees latitude (g = 980.6199 gals.). DE8724 DE8724.The modeled gravity was interpolated from observed gravity values. DE8724 DE8724; North East Units Scale Factor Converg. DE8724;SPC MN S - 204,018.866 841,058.388 MT 0.99997059 +0 21 30.4 DE8724;UTM 15 - 4,864,769.925 460,781.839 MT 0.99961892 -0 20 20.5 DE8724 DE8724! - Elev Factor x Scale Factor = Combined Factor DE8724!SPC MN S - 0.99994909 x 0.99997059 = 0.99991969 DE8724!UTM 15 - 0.99994909 x 0.99961892 = 0.99956803 DE8724 DE8724: Primary Azimuth Mark Grid Az DE8724:SPC MN S - 8101 A 174 44 52.9 DE8724:UTM 15 - 8101 A 175 26 43.8 DE8724 DE8724|---------------------------------------------------------------------| DE8724| PID Reference Object Distance Geod. Az | DE8724| dddmmss.s | DE8724| DE8723 8101 A APPROX. 1.6 KM 1750623.3 | DE8724|---------------------------------------------------------------------| DE8724 DE8724 SUPERSEDED SURVEY CONTROL DE8724 DE8724 NAVD 88 (12/09/02) 353.59 (m) 1160.1 (f) LEVELING 3 DE8724 DE8724.Superseded values are not recommended for survey control. DE8724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE8724.See file dsdata.txt to determine how the superseded data were derived. DE8724 DE8724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6078264770(NAD 83) DE8724_MARKER: DB = BENCH MARK DISK DE8724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8724_STAMPING: 8101 B 1966 DE8724_MARK LOGO: MNDT DE8724_PROJECTION: PROJECTING 8 CENTIMETERS DE8724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DE8724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8724+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 DE8724 DE8724 HISTORY - Date Condition Report By DE8724 HISTORY - 1966 MONUMENTED MNDT DE8724 HISTORY - 19991123 GOOD MNDT DE8724 HISTORY - 20020710 GOOD MNDT DE8724 HISTORY - 20040526 GOOD MNDT DE8724 DE8724 STATION DESCRIPTION DE8724 DE8724'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH) DE8724'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3 MI (4.8 KM) DE8724'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) WEST DE8724'OF TH 13, AT TH 13 MP 21.5, 53 FT (16.2 M) SOUTH OF TWP RD, 1.2 FT DE8724'(0.4 M) NORTH OF R/W POST, 24.5 FT (7.5 M) SE OF P-POLE, 0.7 FT (21.3 DE8724'CM) EAST OF WIT POST, PROJECTS 3 IN, MAGNETIC AND SUITABLE FOR GPS. DE8724 DE8724 STATION RECOVERY (2002) DE8724 DE8724'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) DE8724'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3 MI (4.8 KM) DE8724'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) WEST DE8724'OF TH 13, AT TH 13 MP 21.5, 53 FT (16.2 M) SOUTH OF TWP RD, 1.2 FT DE8724'(0.4 M) NORTH OF R/W POST, 24.5 FT (7.5 M) SE OF P-POLE, 0.7 FT (21.3 DE8724'CM) EAST OF WIT POST, PROJECTS 3 IN, MAGNETIC AND SUITABLE FOR GPS. DE8724 DE8724 STATION RECOVERY (2004) DE8724 DE8724'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) DE8724'3.0 MILES (4.8 KM) NORTH OF JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK DE8724'HIGHWAY 30 I N NEW RICHLAND, 75 FEET (22.9 M) WEST OF TRUNK HIGHWAY DE8724'13, AT TRUNK HIGHWAY 13 MILEPOINT 21.45, 53 FEET (16.2 M) SOUTH OF DE8724'TOWNSHIP ROAD, 1.2 FEET (0.4 M) NORTH OF R/W POST, 23.8 FEET (7.3 M) DE8724'SOUTH-SOUTHEAST OF POWER POLE NO 252, 0.6 FEET (18.3 CM) EAST O F DE8724'WITNESS POST, PROJECTS 0.3 FT. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AI6544 *********************************************************************** AI6544 DESIGNATION - 8101 P AI6544 PID - AI6544 AI6544 STATE/COUNTY- MN/WASECA AI6544 USGS QUAD - MERIDEN (1992) AI6544 AI6544 *CURRENT SURVEY CONTROL AI6544 ___________________________________________________________________ AI6544* NAD 83(1996)- 44 03 46.99448(N) 093 29 44.95447(W) ADJUSTED AI6544* NAVD 88 - 354.006 (meters) 1161.43 (feet) ADJUSTED AI6544 ___________________________________________________________________ AI6544 X - -279,929.865 (meters) COMP AI6544 Y - -4,582,298.119 (meters) COMP AI6544 Z - 4,413,354.987 (meters) COMP AI6544 LAPLACE CORR- 4.85 (seconds) DEFLEC99 AI6544 ELLIP HEIGHT- 325.37 (meters) (07/31/00) GPS OBS AI6544 GEOID HEIGHT- -28.64 (meters) GEOID03 AI6544 DYNAMIC HT - 353.943 (meters) 1161.23 (feet) COMP AI6544 MODELED GRAV- 980,429.5 (mgal) NAVD 88 AI6544 AI6544 HORZ ORDER - FIRST AI6544 VERT ORDER - SECOND CLASS I AI6544 ELLP ORDER - FOURTH CLASS I AI6544 AI6544.The horizontal coordinates were established by GPS observations AI6544.and adjusted by the National Geodetic Survey in July 2000. AI6544 AI6544.The orthometric height was determined by differential leveling AI6544.and adjusted by the National Geodetic Survey in August 2004. AI6544 AI6544.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI6544 AI6544.The Laplace correction was computed from DEFLEC99 derived deflections. AI6544 AI6544.The ellipsoidal height was determined by GPS observations AI6544.and is referenced to NAD 83. AI6544 AI6544.The geoid height was determined by GEOID03. AI6544 AI6544.The dynamic height is computed by dividing the NAVD 88 AI6544.geopotential number by the normal gravity value computed on the AI6544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI6544.degrees latitude (g = 980.6199 gals.). AI6544 AI6544.The modeled gravity was interpolated from observed gravity values. AI6544 AI6544; North East Units Scale Factor Converg. AI6544;SPC MN S - 218,242.396 840,393.223 MT 0.99995114 +0 21 12.2 AI6544;UTM 15 - 4,878,995.644 460,290.124 MT 0.99961939 -0 20 41.4 AI6544 AI6544! - Elev Factor x Scale Factor = Combined Factor AI6544!SPC MN S - 0.99994898 x 0.99995114 = 0.99990013 AI6544!UTM 15 - 0.99994898 x 0.99961939 = 0.99956839 AI6544 AI6544: Primary Azimuth Mark Grid Az AI6544:SPC MN S - AITER 097 43 32.5 AI6544:UTM 15 - AITER 098 25 26.1 AI6544 AI6544|---------------------------------------------------------------------| AI6544| PID Reference Object Distance Geod. Az | AI6544| dddmmss.s | AI6544| AI6547 AITER 438.317 METERS 0980444.7 | AI6544|---------------------------------------------------------------------| AI6544 AI6544 SUPERSEDED SURVEY CONTROL AI6544 AI6544 NAVD 88 (07/31/00) 354.01 (m) 1161.4 (f) LEVELING 3 AI6544 AI6544.Superseded values are not recommended for survey control. AI6544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI6544.See file dsdata.txt to determine how the superseded data were derived. AI6544 AI6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6029078996(NAD 83) AI6544_MARKER: DD = SURVEY DISK AI6544_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI6544_STAMPING: 8101 P 1998 AI6544_MARK LOGO: MNDT AI6544_PROJECTION: RECESSED 3 CENTIMETERS AI6544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI6544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI6544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI6544+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 AI6544_ROD/PIPE-DEPTH: 19.8 meters AI6544 AI6544 HISTORY - Date Condition Report By AI6544 HISTORY - 1998 MONUMENTED MNDT AI6544 HISTORY - 19980406 GOOD MNDT AI6544 HISTORY - 19991123 GOOD MNDT AI6544 HISTORY - 20020710 GOOD MNDT AI6544 HISTORY - 20040526 GOOD MNDT AI6544 AI6544 STATION DESCRIPTION AI6544 AI6544'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) AI6544'THE MARK IS LOCATED 0.5 MI (0.8 KM) SOUTH OF WASECA IN MN-DOT MAINT AI6544'YARD, 1.4 MI (2.3 KM) SOUTH ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN AI6544'WASECA, TO TH 13 MP 30.5, THEN 0.02 MI (0.03 KM) NORTH ON RD, THEN AI6544'0.04 MI (0.06 KM) SE INSIDE MAINT YARD, 124 FT (37.8 M) NE OF SE COR AI6544'OF FENCE AROUND MAINT YARD, 6.5 FT (2.0 M) NW OF FENCE, AND 5.6 FT AI6544'(1.7 M) NW OF WIT POST. AI6544 AI6544 STATION RECOVERY (1998) AI6544 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) AI6544'THE MARK IS LOCATED 0.5 MI (0.8 KM) SOUTH OF WASECA IN MN-DOT MAINT AI6544'YARD, 1.4 MI (2.3 KM) SOUTH ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN AI6544'WASECA, TO TH 13 MP 30.5, THEN 0.02 MI (0.03 KM) NORTH ON RD, THEN AI6544'0.04 MI (0.06 KM) SE INSIDE MAINT YARD, 124 FT (37.8 M) NE OF SE COR AI6544'OF FENCE AROUND MAINT YARD, 6.5 FT (2.0 M) NW OF FENCE, AND 5.6 FT AI6544'(1.7 M) NW OF WIT POST. AI6544 AI6544 STATION RECOVERY (1999) AI6544 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH) AI6544'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AI6544'RECESSED 1 IN, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH 65 FT. AI6544 AI6544 STATION RECOVERY (2002) AI6544 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) AI6544'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AI6544'RECESSED 1 IN, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH 65 FT. AI6544 AI6544 STATION RECOVERY (2004) AI6544 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) AI6544'0.5 MILES (0.8 KM) SOUTH OF WASECA IN MN-DOT MAINT YARD, 1.4 MILES AI6544'(2.3 KM) SOUTH ALONG TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY AI6544'13 AND TRUNK HIGHWAY 1 4 IN WASECA TO TRUNK HIGHWAY 13 MILEPOINT 30.5, AI6544'THENCE 0.02 MILES (0.03 KM) NORT H ON ROAD, THEN 0.04 MILES (0.06 KM) AI6544'SOUTHEAST INSIDE MAINT YARD, 124 FEET (37.8 M) NORTH EAST OF SOUTHEAST AI6544'CORNER OF FENCE AROUND MAINT YARD, 6.5 FEET (2.0 M) NORTHWES T OF AI6544'FENCE, 5.6 FEET (1.7 M) NORTHWEST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DE8730 *********************************************************************** DE8730 DESIGNATION - 8101 P 1 DE8730 PID - DE8730 DE8730 STATE/COUNTY- MN/WASECA DE8730 USGS QUAD - NEW RICHLAND (1967) DE8730 DE8730 *CURRENT SURVEY CONTROL DE8730 ___________________________________________________________________ DE8730* NAD 83(1996)- 43 54 21.83129(N) 093 29 10.29090(W) ADJUSTED DE8730* NAVD 88 - 357.238 (meters) 1172.04 (feet) ADJUSTED DE8730 ___________________________________________________________________ DE8730 X - -279,896.571 (meters) COMP DE8730 Y - -4,594,439.208 (meters) COMP DE8730 Z - 4,400,805.316 (meters) COMP DE8730 LAPLACE CORR- 3.55 (seconds) DEFLEC99 DE8730 ELLIP HEIGHT- 328.24 (meters) (12/09/02) GPS OBS DE8730 GEOID HEIGHT- -29.01 (meters) GEOID03 DE8730 DYNAMIC HT - 357.161 (meters) 1171.79 (feet) COMP DE8730 MODELED GRAV- 980,392.4 (mgal) NAVD 88 DE8730 DE8730 HORZ ORDER - FIRST DE8730 VERT ORDER - SECOND CLASS I DE8730 ELLP ORDER - SECOND CLASS I DE8730 DE8730.The horizontal coordinates were established by GPS observations DE8730.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8730 DE8730.The orthometric height was determined by differential leveling DE8730.and adjusted by the National Geodetic Survey in August 2004. DE8730 DE8730.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8730 DE8730.The Laplace correction was computed from DEFLEC99 derived deflections. DE8730 DE8730.The ellipsoidal height was determined by GPS observations DE8730.and is referenced to NAD 83. DE8730 DE8730.The geoid height was determined by GEOID03. DE8730 DE8730.The dynamic height is computed by dividing the NAVD 88 DE8730.geopotential number by the normal gravity value computed on the DE8730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE8730.degrees latitude (g = 980.6199 gals.). DE8730 DE8730.The modeled gravity was interpolated from observed gravity values. DE8730 DE8730; North East Units Scale Factor Converg. DE8730;SPC MN S - 200,804.754 841,274.278 MT 0.99997567 +0 21 36.5 DE8730;UTM 15 - 4,861,554.563 460,958.529 MT 0.99961875 -0 20 13.8 DE8730 DE8730! - Elev Factor x Scale Factor = Combined Factor DE8730!SPC MN S - 0.99994853 x 0.99997567 = 0.99992420 DE8730!UTM 15 - 0.99994853 x 0.99961875 = 0.99956730 DE8730 DE8730: Primary Azimuth Mark Grid Az DE8730:SPC MN S - 8101 A 357 34 02.8 DE8730:UTM 15 - 8101 A 358 15 53.1 DE8730 DE8730|---------------------------------------------------------------------| DE8730| PID Reference Object Distance Geod. Az | DE8730| dddmmss.s | DE8730| DE8723 8101 A APPROX. 1.6 KM 3575539.3 | DE8730| DE8731 8101 Q APPROX. 0.9 KM 3584214.4 | DE8730|---------------------------------------------------------------------| DE8730 DE8730 SUPERSEDED SURVEY CONTROL DE8730 DE8730 NAVD 88 (12/09/02) 357.24 (m) 1172.0 (f) LEVELING 3 DE8730 DE8730.Superseded values are not recommended for survey control. DE8730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE8730.See file dsdata.txt to determine how the superseded data were derived. DE8730 DE8730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6095961555(NAD 83) DE8730_MARKER: DV = VERTICAL CONTROL DISK DE8730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8730_STAMPING: 8101 P 1 1999 DE8730_MARK LOGO: MNDT DE8730_PROJECTION: RECESSED 3 CENTIMETERS DE8730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8730+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 DE8730_ROD/PIPE-DEPTH: 9.1 meters DE8730 DE8730 HISTORY - Date Condition Report By DE8730 HISTORY - 1999 MONUMENTED MNDT DE8730 HISTORY - 19991123 GOOD MNDT DE8730 HISTORY - 20020710 GOOD MNDT DE8730 HISTORY - 20040526 GOOD MNDT DE8730 DE8730 STATION DESCRIPTION DE8730 DE8730'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8730'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1 MI (1.6 KM) DE8730'NORTH OF NEW RICHLAND, 1 MI (1.6 KM) NORTH ALONG TH 13, 52 FT (15.8 M) DE8730'SOUTH OF CO RD 8, 30 FT (9.1 M) EAST OF ENTRANCE, 25 FT (7.6 M) WEST DE8730'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, RECESSED 1 IN, MAGNETIC DE8730'AND SUITABLE FOR GPS. ROD DEPTH IS 30 FT. (9.1 M) DISK AND ROD SET DE8730'IN 1989 THEN STAMPED IN 1999. DE8730 DE8730 STATION RECOVERY (2002) DE8730 DE8730'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8730'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1 MI (1.6 KM) DE8730'NORTH OF NEW RICHLAND, 1 MI (1.6 KM) NORTH ALONG TH 13, 52 FT (15.8 M) DE8730'SOUTH OF CO RD 8, 30 FT (9.1 M) EAST OF ENTRANCE, 25 FT (7.6 M) WEST DE8730'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, RECESSED 1 IN, MAGNETIC DE8730'AND SUITABLE FOR GPS. ROD DEPTH IS 30 FT. (9.1 M) DISK AND ROD SET DE8730'IN 1989 THEN STAMPED IN 1999. DE8730 DE8730 STATION RECOVERY (2004) DE8730 DE8730'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) DE8730'1 MILES (1.6 KM) NORTH OF NEW RICHLAND, 1 MILES (1.6 KM) NORTH ALONG DE8730'TRUNK HIGHWAY 13 FR OM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY DE8730'30 IN NEW RICHLAND, AT TRUNK HIGHWAY 13 MILEPOINT 19.5, 155 EAST OF DE8730'TRUNK HIGHWAY 13, 52 F EET SOUTH OF COUNTY ROAD 8, 30 FEET (9.1 M) DE8730'EAST OF ENTRANCE, 24.25 FEET (7.39 M) WEST OF POWER POLE, 0.9 FEET DE8730'(27.4 CM) WEST OF WITNESS POST, MARK SET IN 1989 AND STA MPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DE8734 *********************************************************************** DE8734 DESIGNATION - 8101 T DE8734 PID - DE8734 DE8734 STATE/COUNTY- MN/WASECA DE8734 USGS QUAD - NEW RICHLAND (1967) DE8734 DE8734 *CURRENT SURVEY CONTROL DE8734 ___________________________________________________________________ DE8734* NAD 83(1996)- 43 58 13.83080(N) 093 29 29.03019(W) ADJUSTED DE8734* NAVD 88 - 348.914 (meters) 1144.73 (feet) ADJUSTED DE8734 ___________________________________________________________________ DE8734 X - -280,011.026 (meters) COMP DE8734 Y - -4,589,448.318 (meters) COMP DE8734 Z - 4,405,956.070 (meters) COMP DE8734 LAPLACE CORR- 4.14 (seconds) DEFLEC99 DE8734 ELLIP HEIGHT- 320.06 (meters) (12/09/02) GPS OBS DE8734 GEOID HEIGHT- -28.86 (meters) GEOID03 DE8734 DYNAMIC HT - 348.843 (meters) 1144.50 (feet) COMP DE8734 MODELED GRAV- 980,407.5 (mgal) NAVD 88 DE8734 DE8734 HORZ ORDER - FIRST DE8734 VERT ORDER - SECOND CLASS I DE8734 ELLP ORDER - SECOND CLASS I DE8734 DE8734.The horizontal coordinates were established by GPS observations DE8734.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8734 DE8734.The orthometric height was determined by differential leveling DE8734.and adjusted by the National Geodetic Survey in August 2004. DE8734 DE8734.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8734 DE8734.The Laplace correction was computed from DEFLEC99 derived deflections. DE8734 DE8734.The ellipsoidal height was determined by GPS observations DE8734.and is referenced to NAD 83. DE8734 DE8734.The geoid height was determined by GEOID03. DE8734 DE8734.The dynamic height is computed by dividing the NAVD 88 DE8734.geopotential number by the normal gravity value computed on the DE8734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE8734.degrees latitude (g = 980.6199 gals.). DE8734 DE8734.The modeled gravity was interpolated from observed gravity values. DE8734 DE8734; North East Units Scale Factor Converg. DE8734;SPC MN S - 207,962.261 840,811.585 MT 0.99996470 +0 21 23.4 DE8734;UTM 15 - 4,868,714.656 460,583.133 MT 0.99961911 -0 20 28.2 DE8734 DE8734! - Elev Factor x Scale Factor = Combined Factor DE8734!SPC MN S - 0.99994982 x 0.99996470 = 0.99991452 DE8734!UTM 15 - 0.99994982 x 0.99961911 = 0.99956894 DE8734 DE8734: Primary Azimuth Mark Grid Az DE8734:SPC MN S - 8101 F 346 44 58.1 DE8734:UTM 15 - 8101 F 347 26 49.7 DE8734 DE8734|---------------------------------------------------------------------| DE8734| PID Reference Object Distance Geod. Az | DE8734| dddmmss.s | DE8734| DE8726 8101 F APPROX. 0.9 KM 3470621.5 | DE8734|---------------------------------------------------------------------| DE8734 DE8734 SUPERSEDED SURVEY CONTROL DE8734 DE8734 NAVD 88 (12/09/02) 348.92 (m) 1144.7 (f) LEVELING 3 DE8734 DE8734.Superseded values are not recommended for survey control. DE8734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE8734.See file dsdata.txt to determine how the superseded data were derived. DE8734 DE8734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6058368715(NAD 83) DE8734_MARKER: DV = VERTICAL CONTROL DISK DE8734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8734_STAMPING: 8101 T 1999 DE8734_MARK LOGO: MNDT DE8734_PROJECTION: FLUSH DE8734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8734+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 DE8734_ROD/PIPE-DEPTH: 8.5 meters DE8734 DE8734 HISTORY - Date Condition Report By DE8734 HISTORY - 1999 MONUMENTED MNDT DE8734 HISTORY - 19991123 GOOD MNDT DE8734 HISTORY - 20020710 GOOD MNDT DE8734 HISTORY - 20040526 GOOD MNDT DE8734 DE8734 STATION DESCRIPTION DE8734 DE8734'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8734'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 5.5 MI (8.9 KM) DE8734'NORTH OF NEW RICHLAND, 5.5 MI (8.9 KM) NORTH ALONG TH 13 FROM JCT OF DE8734'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 24.0, 71 FT (21.6 M) EAST DE8734'OF TH 13, 41.6 FT (12.7 M) EAST OF MILEPOST 24, 88.5 FT (27.0 M) NORTH DE8734'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND DE8734'SUITABLE FOR GPS. ROD DEPTH IS 28 FT. (8.5 M) DISK AND ROD SET IN DE8734'1989 THEN STAMPED IN 1999. DE8734 DE8734 STATION RECOVERY (2002) DE8734 DE8734'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8734'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 5.5 MI (8.9 KM) DE8734'NORTH OF NEW RICHLAND, 5.5 MI (8.9 KM) NORTH ALONG TH 13 FROM JCT OF DE8734'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 24.0, 71 FT (21.6 M) EAST DE8734'OF TH 13, 41.6 FT (12.7 M) EAST OF MILEPOST 24, 88.5 FT (27.0 M) NORTH DE8734'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND DE8734'SUITABLE FOR GPS. ROD DEPTH IS 28 FT (8.5 M). DISK AND ROD SET IN DE8734'1989 THEN STAMPED IN 1999. DE8734 DE8734 STATION RECOVERY (2004) DE8734 DE8734'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) DE8734'5.55 MILES (8.93 KM) NORTH OF NEW RICHLAND, 5.55 MILES (8.93 KM) NORTH DE8734'ALONG TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK DE8734'HIGHWAY 30 IN NEW RICH LAND, AT TRUNK HIGHWAY 13 MILEPOINT 24.0, 71 DE8734'FEET (21.6 M) EAST OF TRUNK HIGHWA Y 13, 335 FEET (102.1 M) SOUTH OF DE8734'FARM DRIVEWAY GOING EAST, 41.6 FEET (12.7 M) EAST OF MI LEPOINT 24, 89 DE8734'FEET (27.1 M) NORTH OF POWER POLE NO 102, 0.82 FEET (24.99 CM) WEST OF DE8734'WITN ESS POST, MARK SET IN 1989, THEN STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DE8735 *********************************************************************** DE8735 DESIGNATION - 8101 U DE8735 PID - DE8735 DE8735 STATE/COUNTY- MN/WASECA DE8735 USGS QUAD - MERIDEN (1992) DE8735 DE8735 *CURRENT SURVEY CONTROL DE8735 ___________________________________________________________________ DE8735* NAD 83(1996)- 44 00 23.45630(N) 093 29 48.51139(W) ADJUSTED DE8735* NAVD 88 - 342.812 (meters) 1124.71 (feet) ADJUSTED DE8735 ___________________________________________________________________ DE8735 X - -280,274.738 (meters) COMP DE8735 Y - -4,586,643.945 (meters) COMP DE8735 Z - 4,408,830.546 (meters) COMP DE8735 LAPLACE CORR- 4.42 (seconds) DEFLEC99 DE8735 ELLIP HEIGHT- 314.05 (meters) (12/09/02) GPS OBS DE8735 GEOID HEIGHT- -28.78 (meters) GEOID03 DE8735 DYNAMIC HT - 342.745 (meters) 1124.49 (feet) COMP DE8735 MODELED GRAV- 980,414.0 (mgal) NAVD 88 DE8735 DE8735 HORZ ORDER - FIRST DE8735 VERT ORDER - SECOND CLASS I DE8735 ELLP ORDER - SECOND CLASS I DE8735 DE8735.The horizontal coordinates were established by GPS observations DE8735.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8735 DE8735.The orthometric height was determined by differential leveling DE8735.and adjusted by the National Geodetic Survey in August 2004. DE8735 DE8735.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8735 DE8735.The Laplace correction was computed from DEFLEC99 derived deflections. DE8735 DE8735.The ellipsoidal height was determined by GPS observations DE8735.and is referenced to NAD 83. DE8735 DE8735.The geoid height was determined by GEOID03. DE8735 DE8735.The dynamic height is computed by dividing the NAVD 88 DE8735.geopotential number by the normal gravity value computed on the DE8735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE8735.degrees latitude (g = 980.6199 gals.). DE8735 DE8735.The modeled gravity was interpolated from observed gravity values. DE8735 DE8735; North East Units Scale Factor Converg. DE8735;SPC MN S - 211,960.164 840,352.735 MT 0.99995912 +0 21 09.7 DE8735;UTM 15 - 4,872,716.480 460,173.144 MT 0.99961951 -0 20 42.6 DE8735 DE8735! - Elev Factor x Scale Factor = Combined Factor DE8735!SPC MN S - 0.99995076 x 0.99995912 = 0.99990988 DE8735!UTM 15 - 0.99995076 x 0.99961951 = 0.99957029 DE8735 DE8735: Primary Azimuth Mark Grid Az DE8735:SPC MN S - 8101 I 359 05 01.7 DE8735:UTM 15 - 8101 I 359 46 54.0 DE8735 DE8735|---------------------------------------------------------------------| DE8735| PID Reference Object Distance Geod. Az | DE8735| dddmmss.s | DE8735| PP3195 8101 I APPROX. 0.8 KM 3592611.4 | DE8735|---------------------------------------------------------------------| DE8735 DE8735 SUPERSEDED SURVEY CONTROL DE8735 DE8735 NAVD 88 (12/09/02) 342.82 (m) 1124.7 (f) LEVELING 3 DE8735 DE8735.Superseded values are not recommended for survey control. DE8735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE8735.See file dsdata.txt to determine how the superseded data were derived. DE8735 DE8735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6017372716(NAD 83) DE8735_MARKER: DV = VERTICAL CONTROL DISK DE8735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8735_STAMPING: 8101 U 1999 DE8735_MARK LOGO: MNDT DE8735_PROJECTION: RECESSED 5 CENTIMETERS DE8735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8735+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 DE8735_ROD/PIPE-DEPTH: 8.5 meters DE8735 DE8735 HISTORY - Date Condition Report By DE8735 HISTORY - 1999 MONUMENTED MNDT DE8735 HISTORY - 19991123 GOOD MNDT DE8735 HISTORY - 20020710 GOOD MNDT DE8735 HISTORY - 20040526 GOOD MNDT DE8735 DE8735 STATION DESCRIPTION DE8735 DE8735'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8735'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 5.35 MI (8.61 DE8735'KM) SOUTH OF WASECA, 5.35 MI (8.61 KM) SOUTH ALONG TH 13 FROM JCT OF DE8735'TH 13 AND TH 14 IN WASECA, AT TH 13 MP 26.55, 69.5 FT (21.2 M) WEST OF DE8735'TH 13, 3.2 FT (1.0 M) EAST OF FENCE, 0.8 FT (24.4 CM) EAST OF WIT DE8735'POST, RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH IS 28 DE8735'FT. (8.5 M) DISK AND ROD SET IN 1989 THEN STAMPED IN 1999. DE8735 DE8735 STATION RECOVERY (2002) DE8735 DE8735'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8735'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 5.35 MI (8.61 DE8735'KM) SOUTH OF WASECA, 5.35 MI (8.61 KM) SOUTH ALONG TH 13 FROM JCT OF DE8735'TH 13 AND TH 14 IN WASECA, AT TH 13 MP 26.55, 69.5 FT (21.2 M) WEST OF DE8735'TH 13, 3.2 FT (1.0 M) EAST OF FENCE, 0.8 FT (24.4 CM) EAST OF WIT DE8735'POST, RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH IS 28 DE8735'FT. (8.5 M) DISK AND ROD SET IN 1989 THEN STAMPED IN 1999. DE8735 DE8735 STATION RECOVERY (2004) DE8735 DE8735'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) DE8735'8.1 MILES (13.0 KM) NORTH OF NEW RICHLAND, 8.1 MILES (13.0 KM) WEST DE8735'ALONG TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK DE8735'HIGHWAY 30 IN NEW RICHLAN D, 5.35 MILES (8.61 KM) SOUTH OF WASECA, DE8735'5.35 MILES (8.61 KM) SOUTH ALONG TRUNK HIGHWAY 13 FROM JUNCTION OF DE8735'TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 14 IN WASECA, AT TRUNK HIGHWAY 13 DE8735'MILEPOINT 26.5, 69 FEET (21.0 M) WEST OF TRUNK HIGHWAY 13, 505 FEET DE8735'(153.9 M) SOUTH OF ENTRANCE TO SANITARY LANDFILL, 3.2 FEET (1.0 M) DE8735'EAST OF FENCE, 0.82 FEET (24.99 CM) EAST OF WITNESS POST, MARK SET IN DE8735'1989, THEN STAMPED IN 1999 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DE8736 *********************************************************************** DE8736 DESIGNATION - 8101 V DE8736 PID - DE8736 DE8736 STATE/COUNTY- MN/WASECA DE8736 USGS QUAD - MERIDEN (1992) DE8736 DE8736 *CURRENT SURVEY CONTROL DE8736 ___________________________________________________________________ DE8736* NAD 83(1996)- 44 01 51.34530(N) 093 29 47.70878(W) ADJUSTED DE8736* NAVD 88 - 351.732 (meters) 1153.97 (feet) ADJUSTED DE8736 ___________________________________________________________________ DE8736 X - -280,142.313 (meters) COMP DE8736 Y - -4,584,769.879 (meters) COMP DE8736 Z - 4,410,787.585 (meters) COMP DE8736 LAPLACE CORR- 4.61 (seconds) DEFLEC99 DE8736 ELLIP HEIGHT- 323.02 (meters) (12/09/02) GPS OBS DE8736 GEOID HEIGHT- -28.72 (meters) GEOID03 DE8736 DYNAMIC HT - 351.666 (meters) 1153.76 (feet) COMP DE8736 MODELED GRAV- 980,420.9 (mgal) NAVD 88 DE8736 DE8736 HORZ ORDER - FIRST DE8736 VERT ORDER - SECOND CLASS I DE8736 ELLP ORDER - SECOND CLASS I DE8736 DE8736.The horizontal coordinates were established by GPS observations DE8736.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8736 DE8736.The orthometric height was determined by differential leveling DE8736.and adjusted by the National Geodetic Survey in August 2004. DE8736 DE8736.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8736 DE8736.The Laplace correction was computed from DEFLEC99 derived deflections. DE8736 DE8736.The ellipsoidal height was determined by GPS observations DE8736.and is referenced to NAD 83. DE8736 DE8736.The geoid height was determined by GEOID03. DE8736 DE8736.The dynamic height is computed by dividing the NAVD 88 DE8736.geopotential number by the normal gravity value computed on the DE8736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE8736.degrees latitude (g = 980.6199 gals.). DE8736 DE8736.The modeled gravity was interpolated from observed gravity values. DE8736 DE8736; North East Units Scale Factor Converg. DE8736;SPC MN S - 214,672.767 840,353.909 MT 0.99995556 +0 21 10.3 DE8736;UTM 15 - 4,875,427.951 460,207.348 MT 0.99961947 -0 20 42.6 DE8736 DE8736! - Elev Factor x Scale Factor = Combined Factor DE8736!SPC MN S - 0.99994935 x 0.99995556 = 0.99990491 DE8736!UTM 15 - 0.99994935 x 0.99961947 = 0.99956884 DE8736 DE8736: Primary Azimuth Mark Grid Az DE8736:SPC MN S - 8101 W 359 45 24.1 DE8736:UTM 15 - 8101 W 000 27 17.0 DE8736 DE8736|---------------------------------------------------------------------| DE8736| PID Reference Object Distance Geod. Az | DE8736| dddmmss.s | DE8736| DE8737 8101 W APPROX. 0.7 KM 0000634.4 | DE8736| DE8738 8101 X APPROX. 1.4 KM 3595230.6 | DE8736|---------------------------------------------------------------------| DE8736 DE8736 SUPERSEDED SURVEY CONTROL DE8736 DE8736 NAVD 88 (12/09/02) 351.74 (m) 1154.0 (f) LEVELING 3 DE8736 DE8736.Superseded values are not recommended for survey control. DE8736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE8736.See file dsdata.txt to determine how the superseded data were derived. DE8736 DE8736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6020775428(NAD 83) DE8736_MARKER: DV = VERTICAL CONTROL DISK DE8736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8736_STAMPING: 8101 V 1999 DE8736_MARK LOGO: MNDT DE8736_PROJECTION: RECESSED 15 CENTIMETERS DE8736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8736+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 DE8736_ROD/PIPE-DEPTH: 9.1 meters DE8736 DE8736 HISTORY - Date Condition Report By DE8736 HISTORY - 1999 MONUMENTED MNDT DE8736 HISTORY - 19991123 GOOD MNDT DE8736 HISTORY - 20020710 GOOD MNDT DE8736 HISTORY - 20040526 GOOD MNDT DE8736 DE8736 STATION DESCRIPTION DE8736 DE8736'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8736'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3.70 MI (5.95 DE8736'KM) SOUTH OF WASECA, 3.7 MI (6.0 KM) SOUTH ALONG TH 13 FROM JCT OF TH DE8736'13 AND TH 14 IN WASECA, AT TH 13 MP 28.2, 60.5 FT (18.4 M) EAST OF TH DE8736'13, 112 FT (34.1 M) SOUTH OF ENTRANCE TO SHOP, 87.8 FT (26.8 M) NNW OF DE8736'P-POLE, 0.8 FT (24.4 CM) WEST OF WIT POST, RECESSED 6 IN, MAGNETIC AND DE8736'SUITABLE FOR GPS. ROD DEPTH IS 30 FT. (9.1 M) DISK AND ROD SET IN DE8736'1989 THEN STAMPED IN 1999. DE8736 DE8736 STATION RECOVERY (2002) DE8736 DE8736'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8736'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3.70 MI (5.95 DE8736'KM) SOUTH OF WASECA, 3.7 MI (6.0 KM) SOUTH ALONG TH 13 FROM JCT OF TH DE8736'13 AND TH 14 IN WASECA, AT TH 13 MP 28.2, 60.5 FT (18.4 M) EAST OF TH DE8736'13, 112 FT (34.1 M) SOUTH OF ENTRANCE TO SHOP, 87.8 FT (26.8 M) NNW OF DE8736'P-POLE, 0.8 FT (24.4 CM) WEST OF WIT POST, RECESSED 6 IN, MAGNETIC AND DE8736'SUITABLE FOR GPS. ROD DEPTH IS 30 FT (9.1 M). DISK AND ROD SET IN DE8736'1989 THEN STAMPED IN 1999. DE8736 DE8736 STATION RECOVERY (2004) DE8736 DE8736'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) DE8736'3.70 MILES (5.95 KM) SOUTH OF WASECA, 3.7 MILES (6.0 KM) SOUTH ALONG DE8736'TRUNK HIGHWAY 13 FRO M JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY DE8736'14 IN WASECA, 9.8 MIL ES NORTH OF NEW RICHLAND, 9.8 MILES (15.8 KM) DE8736'NORTH ALONG TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13 AND DE8736'TRUNK HIGHWAY 30 IN NEW RICHLAND, AT TRUNK HIGHWAY 13 MILEPOINT 28.2, DE8736'61 FEET (18.6 M) EAST OF TRUNK HIGHWAY 13, 101 FEET (30.8 M) SOUTH OF DE8736'ENTRANCE TO THE SHOP, 87.53 FEET (26.68 M) NORTH OF POWER POLE NO 109, DE8736'0.9 FEET (27.4 CM) WEST OF WITNESS POST, MARK SET IN 1989, THEN DE8736'STAMPED IN 1999 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP3521 *********************************************************************** PP3521 DESIGNATION - 8103 A PP3521 PID - PP3521 PP3521 STATE/COUNTY- MN/WASECA PP3521 USGS QUAD - MADISON LAKE (1974) PP3521 PP3521 *CURRENT SURVEY CONTROL PP3521 ___________________________________________________________________ PP3521* NAD 83(1996)- 44 07 50.47022(N) 093 45 31.91697(W) ADJUSTED PP3521* NAVD 88 - 314.889 (meters) 1033.10 (feet) ADJUSTED PP3521 ___________________________________________________________________ PP3521 X - -300,619.497 (meters) COMP PP3521 Y - -4,575,718.141 (meters) COMP PP3521 Z - 4,418,724.864 (meters) COMP PP3521 LAPLACE CORR- -1.90 (seconds) DEFLEC99 PP3521 ELLIP HEIGHT- 286.13 (meters) (07/31/00) GPS OBS PP3521 GEOID HEIGHT- -28.74 (meters) GEOID03 PP3521 DYNAMIC HT - 314.827 (meters) 1032.89 (feet) COMP PP3521 MODELED GRAV- 980,414.0 (mgal) NAVD 88 PP3521 PP3521 HORZ ORDER - FIRST PP3521 VERT ORDER - SECOND CLASS I PP3521 ELLP ORDER - FOURTH CLASS I PP3521 PP3521.The horizontal coordinates were established by GPS observations PP3521.and adjusted by the National Geodetic Survey in July 2000. PP3521 PP3521.The orthometric height was determined by differential leveling PP3521.and adjusted by the National Geodetic Survey in June 1995. PP3521 PP3521.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP3521 PP3521.The Laplace correction was computed from DEFLEC99 derived deflections. PP3521 PP3521.The ellipsoidal height was determined by GPS observations PP3521.and is referenced to NAD 83. PP3521 PP3521.The geoid height was determined by GEOID03. PP3521 PP3521.The dynamic height is computed by dividing the NAVD 88 PP3521.geopotential number by the normal gravity value computed on the PP3521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP3521.degrees latitude (g = 980.6199 gals.). PP3521 PP3521.The modeled gravity was interpolated from observed gravity values. PP3521 PP3521; North East Units Scale Factor Converg. PP3521;SPC MN S - 225,660.776 819,296.821 MT 0.99994286 +0 10 08.5 PP3521;UTM 15 - 4,886,667.972 439,292.256 MT 0.99964533 -0 31 42.3 PP3521 PP3521! - Elev Factor x Scale Factor = Combined Factor PP3521!SPC MN S - 0.99995514 x 0.99994286 = 0.99989800 PP3521!UTM 15 - 0.99995514 x 0.99964533 = 0.99960048 PP3521 PP3521: Primary Azimuth Mark Grid Az PP3521:SPC MN S - 8103 B 136 21 06.2 PP3521:UTM 15 - 8103 B 137 02 57.0 PP3521 PP3521|---------------------------------------------------------------------| PP3521| PID Reference Object Distance Geod. Az | PP3521| dddmmss.s | PP3521| PP3522 8103 B APPROX. 1.1 KM 1363114.7 | PP3521|---------------------------------------------------------------------| PP3521 PP3521 SUPERSEDED SURVEY CONTROL PP3521 PP3521 NAVD 88 (07/31/00) 314.89 (m) 1033.1 (f) LEVELING 3 PP3521 PP3521.Superseded values are not recommended for survey control. PP3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP3521.See file dsdata.txt to determine how the superseded data were derived. PP3521 PP3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3929286668(NAD 83) PP3521_MARKER: DV = VERTICAL CONTROL DISK PP3521_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PP3521_SP_SET: ALUMINUM ALLOY ROD PP3521_STAMPING: 8103 A 1988 PP3521_MARK LOGO: MNDT PP3521_PROJECTION: FLUSH PP3521_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PP3521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PP3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP3521+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004 PP3521_ROD/PIPE-DEPTH: 7.6 meters PP3521 PP3521 HISTORY - Date Condition Report By PP3521 HISTORY - 1988 MONUMENTED MNDT PP3521 HISTORY - 19980406 GOOD MNDT PP3521 HISTORY - 20021223 GOOD MNDT PP3521 HISTORY - 20030807 GOOD MNDT PP3521 HISTORY - 20040608 GOOD MNDT PP3521 PP3521 STATION DESCRIPTION PP3521 PP3521'DESCRIBED BY MN DEPT OF TRANSP 1988 PP3521'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) SOUTHEAST OF THE CITY OF PP3521'SMITHS MILL, 0.7 MILE (1.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM PP3521'ITS JUNCTION WITH COUNTY ROAD 37 IN SMITHS MILL, IN THE NW 1/4 OF PP3521'SECTION 30, T108N, R24W. IT IS 64.0 FEET (19.5 M) WEST-SOUTHWEST OF PP3521'AND 2 FEET (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 14 AT PP3521'MILEPOINT 144.5, 17.0 FEET (5.2 M) NORTHWEST OF THE CENTER OF AN PP3521'ENTRANCE, AND 6.9 FEET (2.1 M) SOUTH-SOUTHEAST OF A STEEL WITNESS PP3521'POST. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT PP3521'DISK (MAGNETIC) STAMPED---8103 A 1988---, IS FORCED ONTO THE TOP OF A PP3521'DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD, AND PP3521'FLUSH WITH THE GROUND. PP3521 PP3521 STATION RECOVERY (1998) PP3521 PP3521'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PP3521'THE MARK WAS RECOVERED AS DESCRIBED AND 0.5 FT (15.2 CM) NNE OF WIT PP3521'POST. PP3521 PP3521 STATION RECOVERY (2002) PP3521 PP3521'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PP3521'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS PP3521'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS. PP3521 PP3521 STATION RECOVERY (2003) PP3521 PP3521'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP) PP3521'RECOVERED AS DESCRIBED. PP3521 PP3521 STATION RECOVERY (2004) PP3521 PP3521'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PP3521'0.7 MILES (1.1 KM) SOUTHEAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF PP3521'TRUNK HIGHWAY 14 AND COUNTY ROAD 37 IN SMITHS MILL, AT TRUNK HIGHWAY PP3521'14 MILEPOINT 1 44.5, 64.0 FEET (19.5 M) WEST-SOUTHWEST OF TRUNK PP3521'HIGHWAY 14, 17.0 FEET (5.2 M) NORTHWES T OF ENTRANCE, 1.0 FEET (0.3 M) PP3521'NORTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP3522 *********************************************************************** PP3522 DESIGNATION - 8103 B PP3522 PID - PP3522 PP3522 STATE/COUNTY- MN/WASECA PP3522 USGS QUAD - JANESVILLE (1966) PP3522 PP3522 *CURRENT SURVEY CONTROL PP3522 ___________________________________________________________________ PP3522* NAD 83(1996)- 44 07 24.09938(N) 093 44 57.20332(W) ADJUSTED PP3522* NAVD 88 - 320.132 (meters) 1050.30 (feet) ADJUSTED PP3522 ___________________________________________________________________ PP3522 X - -299,886.720 (meters) COMP PP3522 Y - -4,576,337.943 (meters) COMP PP3522 Z - 4,418,144.241 (meters) COMP PP3522 LAPLACE CORR- -1.67 (seconds) DEFLEC99 PP3522 ELLIP HEIGHT- 291.37 (meters) (07/31/00) GPS OBS PP3522 GEOID HEIGHT- -28.75 (meters) GEOID03 PP3522 DYNAMIC HT - 320.069 (meters) 1050.09 (feet) COMP PP3522 MODELED GRAV- 980,412.7 (mgal) NAVD 88 PP3522 PP3522 HORZ ORDER - FIRST PP3522 VERT ORDER - SECOND CLASS I PP3522 ELLP ORDER - FOURTH CLASS I PP3522 PP3522.The horizontal coordinates were established by GPS observations PP3522.and adjusted by the National Geodetic Survey in July 2000. PP3522 PP3522.The orthometric height was determined by differential leveling PP3522.and adjusted by the National Geodetic Survey in June 1995. PP3522 PP3522.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP3522 PP3522.The Laplace correction was computed from DEFLEC99 derived deflections. PP3522 PP3522.The ellipsoidal height was determined by GPS observations PP3522.and is referenced to NAD 83. PP3522 PP3522.The geoid height was determined by GEOID03. PP3522 PP3522.The dynamic height is computed by dividing the NAVD 88 PP3522.geopotential number by the normal gravity value computed on the PP3522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP3522.degrees latitude (g = 980.6199 gals.). PP3522 PP3522.The modeled gravity was interpolated from observed gravity values. PP3522 PP3522; North East Units Scale Factor Converg. PP3522;SPC MN S - 224,849.206 820,070.973 MT 0.99994369 +0 10 32.8 PP3522;UTM 15 - 4,885,847.285 440,056.244 MT 0.99964419 -0 31 17.9 PP3522 PP3522! - Elev Factor x Scale Factor = Combined Factor PP3522!SPC MN S - 0.99995431 x 0.99994369 = 0.99989801 PP3522!UTM 15 - 0.99995431 x 0.99964419 = 0.99959852 PP3522 PP3522: Primary Azimuth Mark Grid Az PP3522:SPC MN S - 8103 C 125 14 38.1 PP3522:UTM 15 - 8103 C 125 56 28.8 PP3522 PP3522|---------------------------------------------------------------------| PP3522| PID Reference Object Distance Geod. Az | PP3522| dddmmss.s | PP3522| PP3523 8103 C APPROX. 1.1 KM 1252510.9 | PP3522|---------------------------------------------------------------------| PP3522 PP3522 SUPERSEDED SURVEY CONTROL PP3522 PP3522 NAVD 88 (07/31/00) 320.13 (m) 1050.3 (f) LEVELING 3 PP3522 PP3522.Superseded values are not recommended for survey control. PP3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP3522.See file dsdata.txt to determine how the superseded data were derived. PP3522 PP3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4005685847(NAD 83) PP3522_MARKER: DV = VERTICAL CONTROL DISK PP3522_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PP3522_SP_SET: ALUMINUM ALLOY ROD PP3522_STAMPING: 8103 B 1988 PP3522_MARK LOGO: MNDT PP3522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PP3522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PP3522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP3522+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004 PP3522 PP3522 HISTORY - Date Condition Report By PP3522 HISTORY - 1988 MONUMENTED MNDT PP3522 HISTORY - 19980406 GOOD MNDT PP3522 HISTORY - 20040608 GOOD MNDT PP3522 PP3522 STATION DESCRIPTION PP3522 PP3522'DESCRIBED BY MN DEPT OF TRANSP 1988 PP3522'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) SOUTHEAST OF THE CITY OF PP3522'SMITHS MILL, 1.4 MILES (2.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM PP3522'ITS JUNCTION WITH COUNTY ROAD 37 IN SMITHS MILL, AT COUNTY ROAD 60, PP3522'IN THE NW 1/4 OF SECTION 31, T108N, R24W. IT IS 116.0 FEET (35.4 M) PP3522'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 145.2, 22.0 PP3522'FEET (6.7 M) SOUTH OF AND ABOUT 1.5 FEET (0.5 M) HIGHER THAN THE PP3522'CENTERLINE OF COUNTY ROAD 60, 8.3 FEET (2.5 M) SOUTHWEST OF THE SOUTH PP3522'RAIL OF THE RAILWAY, 29.0 FEET (8.8 M) EAST OF A TELEPHONE POLE, AND PP3522'5.5 FEET (1.7 M) NORTH OF A STEEL WITNESS POST. THE MARK, A STANDARD PP3522'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC) PP3522'STAMPED---8103 B 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH PP3522'DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD, AND FLUSH WITH THE PP3522'GROUND. PP3522 PP3522 STATION RECOVERY (1998) PP3522 PP3522'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PP3522'THE MARK WAS RECOVERED ABOUT 1.4 MI (2.3 KM) SE ON TH 14 FROM JCT OF PP3522'TH 14 AND CO RD 37 AT SMITHS MILL, NEAR JCT OF TH 14 AND CO RD 60, AT PP3522'TH 14 MP 145.2, 116.0 FT (35.4 M) SW OF TH 14, 23 FT (7.0 M) SOUTH OF PP3522'CO RD 60, 8.3 FT (2.5 M) SW OF SOUTH RAIL OF RR TRACKS, 29.0 FT (8.8 PP3522'M) EAST OF T-POLE, 5.5 FT (1.7 M) NORTH OF WIT POST. PP3522 PP3522 STATION RECOVERY (2004) PP3522 PP3522'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PP3522'1.4 MILES (2.3 KM) SOUTHEAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF PP3522'TRUNK HIGHWAY 14 AND COUNTY ROAD 37 AT SMITHS MILL, NEAR JUNCTION OF PP3522'TRUNK HIGHWAY 14 AND COUNTY ROAD 60, AT TRUNK HIGHWAY 14 MILEPOINT PP3522'145.2, 116.0 FEET (35.4 M) SOUTHWEST OF TRUNK HIGHWAY 14, 8.3 FEET PP3522'(2.5 M) SOUTHWEST OF SOUTH RAIL OF RA ILROAD TRACKS, 1 FOOT (0.3 M) PP3522'NORTH OF WITNESS POST. FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP3527 *********************************************************************** PP3527 DESIGNATION - 8103 G PP3527 PID - PP3527 PP3527 STATE/COUNTY- MN/WASECA PP3527 USGS QUAD - JANESVILLE (1966) PP3527 PP3527 *CURRENT SURVEY CONTROL PP3527 ___________________________________________________________________ PP3527* NAD 83(1996)- 44 06 57.99825(N) 093 41 43.54011(W) ADJUSTED PP3527* NAVD 88 - 319.936 (meters) 1049.66 (feet) ADJUSTED PP3527 ___________________________________________________________________ PP3527 X - -295,625.977 (meters) COMP PP3527 Y - -4,577,177.024 (meters) COMP PP3527 Z - 4,417,565.714 (meters) COMP PP3527 LAPLACE CORR- 0.33 (seconds) DEFLEC99 PP3527 ELLIP HEIGHT- 291.14 (meters) (07/31/00) GPS OBS PP3527 GEOID HEIGHT- -28.78 (meters) GEOID03 PP3527 DYNAMIC HT - 319.872 (meters) 1049.45 (feet) COMP PP3527 MODELED GRAV- 980,410.0 (mgal) NAVD 88 PP3527 PP3527 HORZ ORDER - FIRST PP3527 VERT ORDER - SECOND CLASS I PP3527 ELLP ORDER - FOURTH CLASS I PP3527 PP3527.The horizontal coordinates were established by GPS observations PP3527.and adjusted by the National Geodetic Survey in July 2000. PP3527 PP3527.The orthometric height was determined by differential leveling PP3527.and adjusted by the National Geodetic Survey in June 1995. PP3527 PP3527.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP3527 PP3527.The Laplace correction was computed from DEFLEC99 derived deflections. PP3527 PP3527.The ellipsoidal height was determined by GPS observations PP3527.and is referenced to NAD 83. PP3527 PP3527.The geoid height was determined by GEOID03. PP3527 PP3527.The dynamic height is computed by dividing the NAVD 88 PP3527.geopotential number by the normal gravity value computed on the PP3527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP3527.degrees latitude (g = 980.6199 gals.). PP3527 PP3527.The modeled gravity was interpolated from observed gravity values. PP3527 PP3527; North East Units Scale Factor Converg. PP3527;SPC MN S - 224,058.267 824,379.477 MT 0.99994453 +0 12 48.5 PP3527;UTM 15 - 4,885,004.211 444,353.497 MT 0.99963808 -0 29 02.8 PP3527 PP3527! - Elev Factor x Scale Factor = Combined Factor PP3527!SPC MN S - 0.99995435 x 0.99994453 = 0.99989888 PP3527!UTM 15 - 0.99995435 x 0.99963808 = 0.99959245 PP3527 PP3527: Primary Azimuth Mark Grid Az PP3527:SPC MN S - 8103 H 099 35 31.9 PP3527:UTM 15 - 8103 H 100 17 23.2 PP3527 PP3527|---------------------------------------------------------------------| PP3527| PID Reference Object Distance Geod. Az | PP3527| dddmmss.s | PP3527| PP3528 8103 H APPROX. 1.1 KM 0994820.4 | PP3527|---------------------------------------------------------------------| PP3527 PP3527 SUPERSEDED SURVEY CONTROL PP3527 PP3527 NAVD 88 (07/31/00) 319.94 (m) 1049.7 (f) LEVELING 3 PP3527 PP3527.Superseded values are not recommended for survey control. PP3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP3527.See file dsdata.txt to determine how the superseded data were derived. PP3527 PP3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4435385004(NAD 83) PP3527_MARKER: DV = VERTICAL CONTROL DISK PP3527_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PP3527_SP_SET: ALUMINUM ALLOY ROD PP3527_STAMPING: 8103 G 1988 PP3527_MARK LOGO: MNDT PP3527_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PP3527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PP3527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP3527+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004 PP3527 PP3527 HISTORY - Date Condition Report By PP3527 HISTORY - 1988 MONUMENTED MNDT PP3527 HISTORY - 19980406 GOOD MNDT PP3527 HISTORY - 20040608 GOOD MNDT PP3527 PP3527 STATION DESCRIPTION PP3527 PP3527'DESCRIBED BY MN DEPT OF TRANSP 1988 PP3527'THE MARK IS LOCATED 0.6 MILE (1.0 KM) EAST ALONG TRUNK HIGHWAY 14 FROM PP3527'ITS JUNCTION WITH MAIN STREET IN THE CITY OF JANESVILLE AND IN THE SE PP3527'1/4 OF SECTION 34, T108N, R24W. THE MARK IS 57.5 FEET (17.5 M) SOUTH PP3527'OF AND ABOUT 1 FOOT (0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 14, PP3527'111.1 FEET (33.9 M) WEST-SOUTHWEST OF MILEPOST 148, 19.0 FEET PP3527'(5.8 M) EAST OF THE CENTER OF AN ENTRANCE AND 9.1 FEET (2.8 M) PP3527'SOUTH-SOUTHWEST OF A STEEL WITNESS POST. THE MARK, A STANDARD MNDT PP3527'ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC) STAMPED---8103 G PP3527'1988---, IS FASTENED TO THE TOP OF A 3/4-INCH DIAMETER BY 20-FOOT PP3527'LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS BURIED 0.1 FOOT PP3527'(3.0 CM) BELOW THE SURFACE OF THE GROUND. PP3527 PP3527 STATION RECOVERY (1998) PP3527 PP3527'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PP3527'THE MARK WAS RECOVERED AS DESCRIBED. PP3527 PP3527 STATION RECOVERY (2004) PP3527 PP3527'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PP3527'0.6 MILE (1.0 KM) EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK PP3527'HIGHWAY 14 AND MAIN ST ( COUNTY ROAD 3 ) AT JANESVILLE, 57.5 FEET PP3527'(17.5 M) SOUTH OF TRUNK HIGHWAY 14, 111.1 FEET (33.9 M) PP3527'WEST-SOUTHWEST OF TRUNK HIGHWAY 14 MILEPOST 148, 19.0 FEET (5.8 M) PP3527'EAST OF ENTRANCE, 2.5 FEET (0.8 M) WEST OF WITNESS POST . RECESSED 3 PP3527'INCHES. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP3532 *********************************************************************** PP3532 DESIGNATION - 8103 M PP3532 PID - PP3532 PP3532 STATE/COUNTY- MN/WASECA PP3532 USGS QUAD - WASECA (1991) PP3532 PP3532 *CURRENT SURVEY CONTROL PP3532 ___________________________________________________________________ PP3532* NAD 83(1996)- 44 06 04.74464(N) 093 36 26.94427(W) ADJUSTED PP3532* NAVD 88 - 347.028 (meters) 1138.54 (feet) ADJUSTED PP3532 ___________________________________________________________________ PP3532 X - -288,673.337 (meters) COMP PP3532 Y - -4,578,786.668 (meters) COMP PP3532 Z - 4,416,404.360 (meters) COMP PP3532 LAPLACE CORR- 2.93 (seconds) DEFLEC99 PP3532 ELLIP HEIGHT- 318.29 (meters) (07/31/00) GPS OBS PP3532 GEOID HEIGHT- -28.75 (meters) GEOID03 PP3532 DYNAMIC HT - 346.961 (meters) 1138.32 (feet) COMP PP3532 MODELED GRAV- 980,414.8 (mgal) NAVD 88 PP3532 PP3532 HORZ ORDER - FIRST PP3532 VERT ORDER - SECOND CLASS I PP3532 ELLP ORDER - FOURTH CLASS I PP3532 PP3532.The horizontal coordinates were established by GPS observations PP3532.and adjusted by the National Geodetic Survey in July 2000. PP3532 PP3532.The orthometric height was determined by differential leveling PP3532.and adjusted by the National Geodetic Survey in June 1995. PP3532 PP3532.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP3532 PP3532.The Laplace correction was computed from DEFLEC99 derived deflections. PP3532 PP3532.The ellipsoidal height was determined by GPS observations PP3532.and is referenced to NAD 83. PP3532 PP3532.The geoid height was determined by GEOID03. PP3532 PP3532.The dynamic height is computed by dividing the NAVD 88 PP3532.geopotential number by the normal gravity value computed on the PP3532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP3532.degrees latitude (g = 980.6199 gals.). PP3532 PP3532.The modeled gravity was interpolated from observed gravity values. PP3532 PP3532; North East Units Scale Factor Converg. PP3532;SPC MN S - 222,444.713 831,426.740 MT 0.99994629 +0 16 30.5 PP3532;UTM 15 - 4,883,305.488 451,378.397 MT 0.99962907 -0 25 22.0 PP3532 PP3532! - Elev Factor x Scale Factor = Combined Factor PP3532!SPC MN S - 0.99995009 x 0.99994629 = 0.99989639 PP3532!UTM 15 - 0.99995009 x 0.99962907 = 0.99957918 PP3532 PP3532: Primary Azimuth Mark Grid Az PP3532:SPC MN S - 8103 L 281 46 45.0 PP3532:UTM 15 - 8103 L 282 28 37.5 PP3532 PP3532|---------------------------------------------------------------------| PP3532| PID Reference Object Distance Geod. Az | PP3532| dddmmss.s | PP3532| PP3531 8103 L APPROX. 1.2 KM 2820315.5 | PP3532|---------------------------------------------------------------------| PP3532 PP3532 SUPERSEDED SURVEY CONTROL PP3532 PP3532 NAVD 88 (07/31/00) 347.03 (m) 1138.5 (f) LEVELING 3 PP3532 PP3532.Superseded values are not recommended for survey control. PP3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP3532.See file dsdata.txt to determine how the superseded data were derived. PP3532 PP3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5137883305(NAD 83) PP3532_MARKER: DV = VERTICAL CONTROL DISK PP3532_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PP3532_SP_SET: ALUMINUM ALLOY ROD PP3532_STAMPING: 8103 M 1988 PP3532_MARK LOGO: MNDT PP3532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PP3532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PP3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP3532+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004 PP3532 PP3532 HISTORY - Date Condition Report By PP3532 HISTORY - 1988 MONUMENTED MNDT PP3532 HISTORY - 19980406 GOOD MNDT PP3532 HISTORY - 20040608 GOOD MNDT PP3532 PP3532 STATION DESCRIPTION PP3532 PP3532'DESCRIBED BY MN DEPT OF TRANSP 1988 PP3532'THE MARK IS LOCATED 5.3 MILES (8.5 KM) WEST-NORTHWEST ALONG TRUNK PP3532'HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF PP3532'WASECA AND IS IN THE SE 1/4 OF SECTION 5, T107N, R23W. THE MARK IS PP3532'73.5 FEET (22.4 M) NORTH-NORTHEAST OF AND ABOUT 1 FOOT (0.3 M) LOWER PP3532'THAN THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 152.5, 2.9 FEET PP3532'(0.9 M) WEST OF A RIGHT-OF-WAY POST, 32.4 FEET (9.9 M) WEST-NORTHWEST PP3532'OF A POWER POLE AND 1.3 FEET (0.4 M) NORTH OF A STEEL WITNESS POST. PP3532'THE MARK, A STANDARD MAGNETIC MNDT ALUMINUM VERTICAL CONTROL PP3532'MONUMENT DISK STAMPED---8103 M 1988---, IS FASTENED TO THE TOP OF A PP3532'3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO PP3532'REFUSAL AND IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE PP3532'GROUND. PP3532 PP3532 STATION RECOVERY (1998) PP3532 PP3532'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PP3532'THE MARK WAS RECOVERED AS DESCRIBED. PP3532 PP3532 STATION RECOVERY (2004) PP3532 PP3532'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PP3532'5.3 MILES (8.5 KM) WEST-NORTHWEST ON TRUNK HIGHWAY 14 FROM JUNCTION OF PP3532'TRUNK HI GHWAY 14 AND TRUNK HIGHWAY 13 AT WASECA, AT TRUNK HIGHWAY 14 PP3532'MILEPOINT 152.5, 73.5 FEET (22.4 M) NORTH-NORTHEAST OF TRUNK HIGHWAY PP3532'14, 2.9 FEET (0.9 M) WEST O F R/W POST, 32.4 FEET (9.9 M) PP3532'WEST-NORTHWEST OF POWER POLE, 1.2 FEET (0.4 M) NORTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP3533 *********************************************************************** PP3533 CBN - This is a Cooperative Base Network Control Station. PP3533 DESIGNATION - 8103 N PP3533 PID - PP3533 PP3533 STATE/COUNTY- MN/WASECA PP3533 USGS QUAD - WASECA (1991) PP3533 PP3533 *CURRENT SURVEY CONTROL PP3533 ___________________________________________________________________ PP3533* NAD 83(1996)- 44 05 40.75768(N) 093 34 38.82329(W) ADJUSTED PP3533* NAVD 88 - 346.465 (meters) 1136.69 (feet) ADJUSTED PP3533 ___________________________________________________________________ PP3533 X - -286,305.290 (meters) COMP PP3533 Y - -4,579,451.198 (meters) COMP PP3533 Z - 4,415,872.268 (meters) COMP PP3533 LAPLACE CORR- 3.59 (seconds) DEFLEC99 PP3533 ELLIP HEIGHT- 317.75 (meters) (01/15/97) GPS OBS PP3533 GEOID HEIGHT- -28.72 (meters) GEOID03 PP3533 DYNAMIC HT - 346.399 (meters) 1136.48 (feet) COMP PP3533 MODELED GRAV- 980,419.1 (mgal) NAVD 88 PP3533 PP3533 HORZ ORDER - B PP3533 VERT ORDER - SECOND CLASS I PP3533 ELLP ORDER - FOURTH CLASS I PP3533 PP3533.The horizontal coordinates were established by GPS observations PP3533.and adjusted by the National Geodetic Survey in January 1997. PP3533 PP3533.The orthometric height was determined by differential leveling PP3533.and adjusted by the National Geodetic Survey in June 1995. PP3533 PP3533.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP3533 PP3533.The Laplace correction was computed from DEFLEC99 derived deflections. PP3533 PP3533.The ellipsoidal height was determined by GPS observations PP3533.and is referenced to NAD 83. PP3533 PP3533.The geoid height was determined by GEOID03. PP3533 PP3533.The dynamic height is computed by dividing the NAVD 88 PP3533.geopotential number by the normal gravity value computed on the PP3533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP3533.degrees latitude (g = 980.6199 gals.). PP3533 PP3533.The modeled gravity was interpolated from observed gravity values. PP3533 PP3533; North East Units Scale Factor Converg. PP3533;SPC MN S - 221,716.392 833,835.186 MT 0.99994710 +0 17 46.2 PP3533;UTM 15 - 4,882,548.125 453,777.027 MT 0.99962628 -0 24 06.6 PP3533 PP3533! - Elev Factor x Scale Factor = Combined Factor PP3533!SPC MN S - 0.99995018 x 0.99994710 = 0.99989728 PP3533!UTM 15 - 0.99995018 x 0.99962628 = 0.99957648 PP3533 PP3533: Primary Azimuth Mark Grid Az PP3533:SPC MN S - 8103 P 112 49 09.5 PP3533:UTM 15 - 8103 P 113 31 02.3 PP3533 PP3533|---------------------------------------------------------------------| PP3533| PID Reference Object Distance Geod. Az | PP3533| dddmmss.s | PP3533| PP3534 8103 P APPROX. 1.3 KM 1130655.7 | PP3533|---------------------------------------------------------------------| PP3533 PP3533 SUPERSEDED SURVEY CONTROL PP3533 PP3533 NAVD 88 (01/15/97) 346.46 (m) 1136.7 (f) LEVELING 3 PP3533 PP3533.Superseded values are not recommended for survey control. PP3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP3533.See file dsdata.txt to determine how the superseded data were derived. PP3533 PP3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5377782548(NAD 83) PP3533_MARKER: DV = VERTICAL CONTROL DISK PP3533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PP3533_SP_SET: ALUMINUM ALLOY ROD PP3533_STAMPING: 8103 N 1988 PP3533_MARK LOGO: MNDT PP3533_PROJECTION: RECESSED 5 CENTIMETERS PP3533_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PP3533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PP3533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP3533+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004 PP3533_ROD/PIPE-DEPTH: 7.6 meters PP3533 PP3533 HISTORY - Date Condition Report By PP3533 HISTORY - 1988 MONUMENTED MNDT PP3533 HISTORY - 19940831 GOOD MNDT PP3533 HISTORY - 19980406 GOOD MNDT PP3533 HISTORY - 20021223 GOOD MNDT PP3533 HISTORY - 20040608 GOOD MNDT PP3533 PP3533 STATION DESCRIPTION PP3533 PP3533'DESCRIBED BY MN DEPT OF TRANSP 1988 PP3533'THE MARK IS LOCATED 3.7 MILES (6.0 KM) WEST-NORTHWEST ALONG TRUNK PP3533'HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF PP3533'WASECA IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF HIGHWAY 14 PP3533'AND COUNTY ROAD 52 AND IN THE NW 1/4 OF SECTION 10, T107N, R 23W. PP3533'THE MARK IS SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 14 AT PP3533'MILEPOINT 154.1, 37.0 FEET (11.3 M) WEST OF THE CENTER OF THE GRAVEL PP3533'ROAD, 41.0 FEET (12.5 M) SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE PP3533'CHICAGO AND NORTHWESTERN RAILROAD TRACKS, 58.5 FEET (17.8 M) PP3533'SOUTHWEST OF A RAILROAD CROSSING POST, 95.2 FEET (29.0 M) PP3533'SOUTH-SOUTHWEST OF GAS PIPELINE POST, 2.8 FEET (0.9 M) EAST-NORTHEAST PP3533'OF A TELEPHONE POLE AND 1.5 FEET (0.5 M) SOUTH OF A STEEL WITNESS PP3533'POST. THE MARK, A STANDARD MAGNETIC MNDT ALUMINUM VERTICAL CONTROL PP3533'MONUMENT DISK STAMPED---8103 N 1988---, IS FASTENED TO THE TOP OF A PP3533'3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO PP3533'REFUSAL AND IS BURIED 0.2 FOOT (6.1 CM) BELOW THE SURFACE OF THE PP3533'GROUND. PP3533 PP3533 STATION RECOVERY (1994) PP3533 PP3533'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) PP3533'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. PP3533'THE MARK IS LOCATED ABOUT 3-3/4 MI WEST OF THE TOWN OF WASECA IN THE PP3533'NW 1/4 OF SECTION 10, T107N, R23W. TO REACH THE MARK FROM THE JCT OF PP3533'TH 14 AND TH 13 IN WASECA, GO WEST ON TH 14 FOR 3.7 MI (6.0 KM) TO TH PP3533'14 MP 154.1 AND THE MARK IN THE SW QUADRANT OF THE JCT OF TH 14 AND CO PP3533'RD 52. THE MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS 37 FT (11.3 PP3533'M) WEST OF CO RD 52, 41.0 FT (12.5 M) SSW OF THE SOUTH RAIL OF THE RR PP3533'TRACKS, 58.5 FT (17.8 M) SW OF THE RR CROSSING POST, 95.2 FT (29.0 M) PP3533'SSW OF A GAS PIPELINE POST, 6.8 FT (2.1 M) NE OF A CABLE MARKER, AND PP3533'1.5 FT (0.5 M) SOUTH OF A WIT POST. RECOVERED AND DESCRIBED BY DAVID PP3533'K. HERDER, TYPED BY G.W.O. PP3533 PP3533 STATION RECOVERY (1998) PP3533 PP3533'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PP3533'THE MARK WAS RECOVERED AS DESCRIBED. PP3533 PP3533 STATION RECOVERY (2002) PP3533 PP3533'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PP3533'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS PP3533'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS. PP3533 PP3533 STATION RECOVERY (2004) PP3533 PP3533'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PP3533'3.7 MILES (6.0 KM) WEST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK PP3533'HIGHWAY 14 A ND TRUNK HIGHWAY 13 AT WASCEA, IN SOUTHWEST QUADRANT OF PP3533'JUNCTION OF TR UNK HIGHWAY 14 AND COUNTY ROAD 52, AT TRUNK HIGHWAY 14 PP3533'MILEPOINT 154.1 , 37.0 FEET (11.3 M) WEST OF COUNTY ROAD 52 (GRAVEL) , PP3533'41.0 FEET (12.5 M) SOUTH-SOUTHWEST OF SOUTH RAIL OF RAILROAD TRACKS, PP3533'58.5 FEET (17.8 M) SOUTHWEST OF RAILROAD CRO SSING POST, 95.2 FEET PP3533'(29.0 M) SOUTH-SOUTHWEST OF GAS PIPELINE POST, 6.8 FEET (2.1 M) N PP3533'ORTHEAST OF CABLE MARKER, 1.5 FEET (0.5 M) SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP3548 *********************************************************************** PP3548 DESIGNATION - 8104 F PP3548 PID - PP3548 PP3548 STATE/COUNTY- MN/WASECA PP3548 USGS QUAD - MERIDEN (1992) PP3548 PP3548 *CURRENT SURVEY CONTROL PP3548 ___________________________________________________________________ PP3548* NAD 83(1996)- 44 05 15.20527(N) 093 24 23.48288(W) ADJUSTED PP3548* NAVD 88 - 339.204 (meters) 1112.87 (feet) ADJUSTED PP3548 ___________________________________________________________________ PP3548 X - -272,674.680 (meters) COMP PP3548 Y - -4,580,827.783 (meters) COMP PP3548 Z - 4,415,300.958 (meters) COMP PP3548 LAPLACE CORR- 3.65 (seconds) DEFLEC99 PP3548 ELLIP HEIGHT- 310.81 (meters) (07/31/00) GPS OBS PP3548 GEOID HEIGHT- -28.40 (meters) GEOID03 PP3548 DYNAMIC HT - 339.152 (meters) 1112.70 (feet) COMP PP3548 MODELED GRAV- 980,454.8 (mgal) NAVD 88 PP3548 PP3548 HORZ ORDER - FIRST PP3548 VERT ORDER - SECOND CLASS I PP3548 ELLP ORDER - FOURTH CLASS I PP3548 PP3548.The horizontal coordinates were established by GPS observations PP3548.and adjusted by the National Geodetic Survey in July 2000. PP3548 PP3548.The orthometric height was determined by differential leveling PP3548.and adjusted by the National Geodetic Survey in June 1995. PP3548 PP3548.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP3548 PP3548.The Laplace correction was computed from DEFLEC99 derived deflections. PP3548 PP3548.The ellipsoidal height was determined by GPS observations PP3548.and is referenced to NAD 83. PP3548 PP3548.The geoid height was determined by GEOID03. PP3548 PP3548.The dynamic height is computed by dividing the NAVD 88 PP3548.geopotential number by the normal gravity value computed on the PP3548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP3548.degrees latitude (g = 980.6199 gals.). PP3548 PP3548.The modeled gravity was interpolated from observed gravity values. PP3548 PP3548; North East Units Scale Factor Converg. PP3548;SPC MN S - 221,012.840 847,527.582 MT 0.99994798 +0 24 57.5 PP3548;UTM 15 - 4,881,678.010 467,455.338 MT 0.99961303 -0 16 58.2 PP3548 PP3548! - Elev Factor x Scale Factor = Combined Factor PP3548!SPC MN S - 0.99995127 x 0.99994798 = 0.99989925 PP3548!UTM 15 - 0.99995127 x 0.99961303 = 0.99956432 PP3548 PP3548 SUPERSEDED SURVEY CONTROL PP3548 PP3548 NAVD 88 (07/31/00) 339.20 (m) 1112.9 (f) LEVELING 3 PP3548 PP3548.Superseded values are not recommended for survey control. PP3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP3548.See file dsdata.txt to determine how the superseded data were derived. PP3548 PP3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6745581678(NAD 83) PP3548_MARKER: DV = VERTICAL CONTROL DISK PP3548_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) PP3548_SP_SET: COPPER-CLAD STEEL ROD PP3548_STAMPING: 8104 F 1977 PP3548_MARK LOGO: MNDT PP3548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PP3548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PP3548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP3548+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 PP3548 PP3548 HISTORY - Date Condition Report By PP3548 HISTORY - 1977 MONUMENTED MNDT PP3548 HISTORY - 19880620 GOOD MNDT PP3548 HISTORY - 19980406 GOOD MNDT PP3548 HISTORY - 20040601 GOOD MNDT PP3548 PP3548 STATION DESCRIPTION PP3548 PP3548'DESCRIBED BY MN DEPT OF TRANSP 1988 PP3548'THE MARK IS LOCATED 5.2 MILES (8.4 KM) EASTERLY ALONG TRUNK HIGHWAY 14 PP3548'FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF WASECA, NEAR PP3548'THE STEELE-WASECA COUNTY LINE AND IN THE NE 1/4 OF SECTION 12, T107N, PP3548'R22W. THE MARK IS 45.5 FEET (13.9 M) NORTH OF AND ABOUT 5 FEET PP3548'(1.5 M) LOWER THAN THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 161.1, PP3548'4.0 FEET (1.2 M) WEST OF THE EAST POLE AND 5.0 FEET (1.5 M) EAST OF PP3548'THE WEST POLE OF A HIGH TENSION POWER LINE, 37.6 FEET (11.5 M) PP3548'EAST-NORTHEAST OF THE NORTH LEG OF WASECA COUNTY LINE SIGN AND 0.9 PP3548'FOOT (27.4 CM) EAST OF A STEEL WITNESS POST. THE MARK, A STANDARD PP3548'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---8104 F 1977---, IS PP3548'FASTENED TO THE TOP OF A COPPER-CLAD STEEL ROD (MAGNETIC) THAT IS PP3548'DRIVEN TO REFUSAL AND PROJECTS 0.5 FOOT (15.2 CM) ABOVE THE SURFACE PP3548'OF THE GROUND. NOTE--ROD DEPTH UNKNOWN. PP3548 PP3548 STATION RECOVERY (1998) PP3548 PP3548'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PP3548'THE MARK WAS RECOVERED AS DESCRIBED AT TH 14 MP 163.1. PP3548 PP3548 STATION RECOVERY (2004) PP3548 PP3548'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PP3548'5.2 MILES (8.4 KM) EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK PP3548'HIGHWAY 14 A ND TRUNK HIGHWAY 13 IN WASECA, 45.5 FEET (13.9 M) NORTH PP3548'OF TRUNK HIGHWAY 14, AT TRUNK HIGHWAY 14 MILEPOINT 163.1, 4.0 FEET PP3548'(1.2 M) WEST OF EAST POWER POLE, 5 .0 FEET (0.0 CM) EAST OF WEST PP3548'POWER POLE, 37.6 FEET (11.5 M) EAST-NORTHEAST OF NORTH LEG OF COUNTY PP3548'LINE SIGN, 0.9 FOOT (27.4 CM) EAST OF WITNESS POST, 23 FEET (7.0 M) PP3548'WEST OF D ITCH ON EAST LINE OF SECTION 12.. PROJECTS 6 INCHES. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 OO0739 *********************************************************************** OO0739 DESIGNATION - 8105 D OO0739 PID - OO0739 OO0739 STATE/COUNTY- MN/WASECA OO0739 USGS QUAD - WALDORF (1967) OO0739 OO0739 *CURRENT SURVEY CONTROL OO0739 ___________________________________________________________________ OO0739* NAD 83(1996)- 43 53 30.09190(N) 093 41 49.41587(W) ADJUSTED OO0739* NAVD 88 - 336.370 (meters) 1103.57 (feet) ADJUSTED OO0739 ___________________________________________________________________ OO0739 X - -296,874.173 (meters) COMP OO0739 Y - -4,594,467.961 (meters) COMP OO0739 Z - 4,399,640.109 (meters) COMP OO0739 LAPLACE CORR- -2.06 (seconds) DEFLEC99 OO0739 ELLIP HEIGHT- 307.34 (meters) (04/27/05) GPS OBS OO0739 GEOID HEIGHT- -29.09 (meters) GEOID03 OO0739 DYNAMIC HT - 336.295 (meters) 1103.33 (feet) COMP OO0739 MODELED GRAV- 980,386.3 (mgal) NAVD 88 OO0739 OO0739 HORZ ORDER - FIRST OO0739 VERT ORDER - SECOND CLASS I OO0739 ELLP ORDER - FOURTH CLASS I OO0739 OO0739.The horizontal coordinates were established by GPS observations OO0739.and adjusted by the MN DEPT OF TRANSP in April 2005. OO0739 OO0739.The orthometric height was determined by differential leveling OO0739.and adjusted by the National Geodetic Survey in June 1991. OO0739 OO0739.The X, Y, and Z were computed from the position and the ellipsoidal ht. OO0739 OO0739.The Laplace correction was computed from DEFLEC99 derived deflections. OO0739 OO0739.The ellipsoidal height was determined by GPS observations OO0739.and is referenced to NAD 83. OO0739 OO0739.The geoid height was determined by GEOID03. OO0739 OO0739.The dynamic height is computed by dividing the NAVD 88 OO0739.geopotential number by the normal gravity value computed on the OO0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OO0739.degrees latitude (g = 980.6199 gals.). OO0739 OO0739.The modeled gravity was interpolated from observed gravity values. OO0739 OO0739; North East Units Scale Factor Converg. OO0739;SPC MN S - 199,123.294 824,341.239 MT 0.99997828 +0 12 44.4 OO0739;UTM 15 - 4,860,079.570 444,012.218 MT 0.99963855 -0 28 59.8 OO0739 OO0739! - Elev Factor x Scale Factor = Combined Factor OO0739!SPC MN S - 0.99995181 x 0.99997828 = 0.99993009 OO0739!UTM 15 - 0.99995181 x 0.99963855 = 0.99959038 OO0739 OO0739 SUPERSEDED SURVEY CONTROL OO0739 OO0739 NAVD 88 (04/27/05) 336.37 (m) 1103.6 (f) LEVELING 3 OO0739 NGVD 29 (??/??/92) 336.338 (m) 1103.47 (f) ADJ UNCH 2 1 OO0739 OO0739.Superseded values are not recommended for survey control. OO0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OO0739.See file dsdata.txt to determine how the superseded data were derived. OO0739 OO0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4401260080(NAD 83) OO0739_MARKER: DB = BENCH MARK DISK OO0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT OO0739_SP_SET: CONCRETE POST OO0739_STAMPING: 8105 D 1967 OO0739_MARK LOGO: MNDT OO0739_PROJECTION: RECESSED 8 CENTIMETERS OO0739_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT OO0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL OO0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OO0739+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004 OO0739 OO0739 HISTORY - Date Condition Report By OO0739 HISTORY - 1967 MONUMENTED MNDT OO0739 HISTORY - 1979 GOOD MNDT OO0739 HISTORY - 20040602 GOOD MNDT OO0739 OO0739 STATION DESCRIPTION OO0739 OO0739'DESCRIBED BY MN DEPT OF TRANSP 1979 OO0739'3.0 MI SOUTH FROM WALDORF. OO0739'THE MARK IS LOCATED 3.05 MILES SOUTH ALONG TRUNK HIGHWAY 83 FROM THE OO0739'JUNCTION OF COUNTY ROAD 4, ON THE WEST EDGE OF WALDORF, TO THE OO0739'JUNCTION OF TRUNK HIGHWAY 30. IT IS 103.0 FT. NORTH OF THE CENTERLINE OO0739'OF TRUNK HIGHWAY 30, 129.0 FT. EAST OF THE CENTERLINE OF TRUNK OO0739'HIGHWAY 83, AND ABOUT 6 FT. LOWER THAN THE INTERSECTION OF THE OO0739'HIGHWAYS. IT IS 67.5 FT. NORTHWEST OF THE NORTH END OF A 24 INCH OO0739'SECTIONAL CONCRETE PIPE UNDER TRUNK HIGHWAY 30, 63.5 FT. SOUTHEAST OO0739'OF A TELEPHONE PEDESTAL, AND 51.6 FT. NORTHWEST OF A POWER POLE. MARK OO0739'IS 0.4 FT. SOUTHWEST OF A STEEL WITNESS POST. OO0739 OO0739 STATION RECOVERY (2004) OO0739 OO0739'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OO0739'3.05 MILES (4.91 KM) SOUTH OF JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY OO0739'ROAD 4 AT WALDORF, AT JUNCTION OF TRUNK HIGHWAY 83 AND TRUNK HIGHWAY OO0739'30, 129 FEE T EAST OF TRUNK HIGHWAY 83, 67.5 FEET (20.6 M) NORTHWEST OO0739'OF NORTH END OF CONCRE TE CULVERT, 63.5 FEET (19.4 M) SOUTHEAST OF OO0739'TELEPHONE PEDESTAL, 51.6 FEET (15.7 M) NORTH WEST OF POWER POLE, 1.0 OO0739'FEET (0.3 M) SOUTHWEST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 OO0755 *********************************************************************** OO0755 DESIGNATION - 8105 K OO0755 PID - OO0755 OO0755 STATE/COUNTY- MN/WASECA OO0755 USGS QUAD - OTISCO (1967) OO0755 OO0755 *CURRENT SURVEY CONTROL OO0755 ___________________________________________________________________ OO0755* NAD 83(1996)- 43 53 29.61847(N) 093 32 48.73664(W) ADJUSTED OO0755* NAVD 88 - 356.309 (meters) 1168.99 (feet) ADJUSTED OO0755 ___________________________________________________________________ OO0755 X - -284,831.261 (meters) COMP OO0755 Y - -4,595,254.771 (meters) COMP OO0755 Z - 4,399,643.354 (meters) COMP OO0755 LAPLACE CORR- 1.60 (seconds) DEFLEC99 OO0755 ELLIP HEIGHT- 327.21 (meters) (04/27/05) GPS OBS OO0755 GEOID HEIGHT- -29.11 (meters) GEOID03 OO0755 DYNAMIC HT - 356.228 (meters) 1168.72 (feet) COMP OO0755 MODELED GRAV- 980,382.5 (mgal) NAVD 88 OO0755 OO0755 HORZ ORDER - FIRST OO0755 VERT ORDER - SECOND CLASS I OO0755 ELLP ORDER - FOURTH CLASS I OO0755 OO0755.The horizontal coordinates were established by GPS observations OO0755.and adjusted by the MN DEPT OF TRANSP in April 2005. OO0755 OO0755.The orthometric height was determined by differential leveling OO0755.and adjusted by the National Geodetic Survey in June 1991. OO0755 OO0755.The X, Y, and Z were computed from the position and the ellipsoidal ht. OO0755 OO0755.The Laplace correction was computed from DEFLEC99 derived deflections. OO0755 OO0755.The ellipsoidal height was determined by GPS observations OO0755.and is referenced to NAD 83. OO0755 OO0755.The geoid height was determined by GEOID03. OO0755 OO0755.The dynamic height is computed by dividing the NAVD 88 OO0755.geopotential number by the normal gravity value computed on the OO0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OO0755.degrees latitude (g = 980.6199 gals.). OO0755 OO0755.The modeled gravity was interpolated from observed gravity values. OO0755 OO0755; North East Units Scale Factor Converg. OO0755;SPC MN S - 199,164.492 836,408.881 MT 0.99997831 +0 19 03.4 OO0755;UTM 15 - 4,859,974.174 456,075.277 MT 0.99962373 -0 22 44.9 OO0755 OO0755! - Elev Factor x Scale Factor = Combined Factor OO0755!SPC MN S - 0.99994869 x 0.99997831 = 0.99992700 OO0755!UTM 15 - 0.99994869 x 0.99962373 = 0.99957244 OO0755 OO0755 SUPERSEDED SURVEY CONTROL OO0755 OO0755 NAVD 88 (04/27/05) 356.31 (m) 1169.0 (f) LEVELING 3 OO0755 NGVD 29 (??/??/92) 356.279 (m) 1168.89 (f) ADJ UNCH 2 1 OO0755 OO0755.Superseded values are not recommended for survey control. OO0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OO0755.See file dsdata.txt to determine how the superseded data were derived. OO0755 OO0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5607559974(NAD 83) OO0755_MARKER: DB = BENCH MARK DISK OO0755_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND OO0755_SP_SET: CONCRETE POST OO0755_STAMPING: 8105 K 1967 OO0755_MARK LOGO: MNDT OO0755_PROJECTION: FLUSH OO0755_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT OO0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL OO0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OO0755+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004 OO0755 OO0755 HISTORY - Date Condition Report By OO0755 HISTORY - 1967 MONUMENTED MNDT OO0755 HISTORY - 1979 GOOD MNDT OO0755 HISTORY - 20040602 GOOD MNDT OO0755 OO0755 STATION DESCRIPTION OO0755 OO0755'DESCRIBED BY MN DEPT OF TRANSP 1979 OO0755'3.0 MI WEST FROM NEW RICHLAND. OO0755'THE MARK IS LOCATED 3.0 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS OO0755'JUNCTION WITH TRUNK HIGHWAY 13, ON THE EAST EDGE OF NEW RICHLAND, AT OO0755'TRUNK HIGHWAY 30 MILEPOINT 165.45. IT IS 61.5 FT. SOUTH OF AND ABOUT OO0755'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 30, 54 FT. EAST OF THE OO0755'CENTER OF A TOWNSHIP ROAD, AND 22.3 FT. EAST OF A POWER POLE. THE OO0755'MARK IS 0.5 FT. NORTH OF A STEEL WITNESS POST. OO0755 OO0755 STATION RECOVERY (2004) OO0755 OO0755'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OO0755'3 MILES (4.8 KM) WEST OF JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK OO0755'HIGHWAY 13 AT N EW RICHLAND, 61.5 FEET (18.7 M) SOUTH OF TRUNK HIGHWAY OO0755'30, AT TRUNK HIGHWAY 30 MILEPOINT 165.45, 54 FEET (16.5 M) EAST OF OO0755'110TH STREET, 22.3 FEET (6.8 M) EAST OF POWE R POLE, 0.5 FEET (15.2 OO0755'CM) NORTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AI6545 *********************************************************************** AI6545 DESIGNATION - 8827 A AI6545 PID - AI6545 AI6545 STATE/COUNTY- MN/WASECA AI6545 USGS QUAD - MERIDEN (1992) AI6545 AI6545 *CURRENT SURVEY CONTROL AI6545 ___________________________________________________________________ AI6545* NAD 83(1996)- 44 03 43.23290(N) 093 24 41.77244(W) ADJUSTED AI6545* NAVD 88 - 346.648 (meters) 1137.29 (feet) ADJUSTED AI6545 ___________________________________________________________________ AI6545 X - -273,198.689 (meters) COMP AI6545 Y - -4,582,780.074 (meters) COMP AI6545 Z - 4,413,266.555 (meters) COMP AI6545 LAPLACE CORR- 3.96 (seconds) DEFLEC99 AI6545 ELLIP HEIGHT- 318.18 (meters) (07/31/00) GPS OBS AI6545 GEOID HEIGHT- -28.47 (meters) GEOID03 AI6545 DYNAMIC HT - 346.592 (meters) 1137.11 (feet) COMP AI6545 MODELED GRAV- 980,447.5 (mgal) NAVD 88 AI6545 AI6545 HORZ ORDER - FIRST AI6545 VERT ORDER - SECOND CLASS I AI6545 ELLP ORDER - FOURTH CLASS I AI6545 AI6545.The horizontal coordinates were established by GPS observations AI6545.and adjusted by the National Geodetic Survey in July 2000. AI6545 AI6545.The orthometric height was determined by differential leveling AI6545.and adjusted by the National Geodetic Survey in August 2004. AI6545 AI6545.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI6545 AI6545.The Laplace correction was computed from DEFLEC99 derived deflections. AI6545 AI6545.The ellipsoidal height was determined by GPS observations AI6545.and is referenced to NAD 83. AI6545 AI6545.The geoid height was determined by GEOID03. AI6545 AI6545.The dynamic height is computed by dividing the NAVD 88 AI6545.geopotential number by the normal gravity value computed on the AI6545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI6545.degrees latitude (g = 980.6199 gals.). AI6545 AI6545.The modeled gravity was interpolated from observed gravity values. AI6545 AI6545; North East Units Scale Factor Converg. AI6545;SPC MN S - 218,171.396 847,141.164 MT 0.99995128 +0 24 44.7 AI6545;UTM 15 - 4,878,842.444 467,034.438 MT 0.99961337 -0 17 10.5 AI6545 AI6545! - Elev Factor x Scale Factor = Combined Factor AI6545!SPC MN S - 0.99995011 x 0.99995128 = 0.99990139 AI6545!UTM 15 - 0.99995011 x 0.99961337 = 0.99956350 AI6545 AI6545: Primary Azimuth Mark Grid Az AI6545:SPC MN S - 8827 B 356 00 08.0 AI6545:UTM 15 - 8827 B 356 42 03.2 AI6545 AI6545|---------------------------------------------------------------------| AI6545| PID Reference Object Distance Geod. Az | AI6545| dddmmss.s | AI6545| AI6546 8827 B APPROX. 1.7 KM 3562452.7 | AI6545|---------------------------------------------------------------------| AI6545 AI6545 SUPERSEDED SURVEY CONTROL AI6545 AI6545 NAVD 88 (07/31/00) 346.65 (m) 1137.3 (f) LEVELING 3 AI6545 AI6545.Superseded values are not recommended for survey control. AI6545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI6545.See file dsdata.txt to determine how the superseded data were derived. AI6545 AI6545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6703478842(NAD 83) AI6545_MARKER: DD = SURVEY DISK AI6545_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI6545_STAMPING: 8827 A 1998 AI6545_MARK LOGO: MNDT AI6545_PROJECTION: FLUSH AI6545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI6545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI6545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI6545+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004 AI6545_ROD/PIPE-DEPTH: 25.0 meters AI6545 AI6545 HISTORY - Date Condition Report By AI6545 HISTORY - 1998 MONUMENTED MNDT AI6545 HISTORY - 19980406 GOOD MNDT AI6545 HISTORY - 19990606 GOOD MNDT AI6545 HISTORY - 20040602 GOOD MNDT AI6545 AI6545 STATION DESCRIPTION AI6545 AI6545'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) AI6545'THE MARK IS LOCATED 4.5 MI (7.2 KM) ESE OF WASECA, 4.8 MI (7.7 KM) AI6545'EAST ALONG TH 14 FROM JCT OF TH 14 AND TH 13 IN WASECA TO TH 14 MP AI6545'162.60, THEN 0.7 MI (1.1 KM) SOUTH ON 175TH ST, THEN 0.25 MI (0.40 KM) AI6545'EAST ON 358TH AVE, THEN 1.05 MI (1.69 KM) SOUTH ON 178TH ST, 25 FT AI6545'(7.6 M) SOUTH OF 348TH AVE, 12 FT (3.7 M) EAST OF 178TH ST TO THE AI6545'NORTH, 20.4 FT (6.2 M) WEST OF P-POLE, 13 FT (4.0 M) EAST OF ENT, AND AI6545'3.1 FT (0.9 M) WEST OF WIT POST. AI6545 AI6545 STATION RECOVERY (1998) AI6545 AI6545'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) AI6545'THE MARK IS LOCATED 4.5 MI (7.2 KM) ESE OF WASECA, 4.8 MI (7.7 KM) AI6545'EAST ALONG TH 14 FROM JCT OF TH 14 AND TH 13 IN WASECA TO TH 14 MP AI6545'162.60, THEN 0.7 MI (1.1 KM) SOUTH ON 175TH ST, THEN 0.25 MI (0.40 KM) AI6545'EAST ON 358TH AVE, THEN 1.05 MI (1.69 KM) SOUTH ON 178TH ST, 25 FT AI6545'(7.6 M) SOUTH OF 348TH AVE, 12 FT (3.7 M) EAST OF 178TH ST TO THE AI6545'NORTH, 20.4 FT (6.2 M) WEST OF P-POLE, 13 FT (4.0 M) EAST OF ENT, AND AI6545'3.1 FT (0.9 M) WEST OF WIT POST. AI6545 AI6545 STATION RECOVERY (1999) AI6545 AI6545'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH) AI6545'RECOVERED IN GOOD CONDITION AS DESCRIBED. MARK IS 8.1 FT (2.5 M) WEST AI6545'OF WIT POST. AI6545 AI6545 STATION RECOVERY (2004) AI6545 AI6545'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) AI6545'THE MARK IS LOCATED 4.5 MILES (7.2 KM) EAST-SOUTHEAST OF WASECA. GO AI6545'4.8 MILES (7.7 KM) E AST ALONG TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK AI6545'HIGHWAY 14 AND TRUNK HIGHWAY 13 IN WASECA TO TRUNK HIGHWAY 14 AI6545'MILEPOINT 162.60, THENCE 0.7 MILES (1.1 KM) SOUTH ON 175TH STREET, AI6545'THENCE 0.25 MILES (0.40 KM) EAST ON 358TH AVENUE, THENCE 1.05 MILES AI6545'(1.69 KM) SOUTH ON 178TH STREET. THE MARK IS 25 FEET (7.6 M) SOUTH OF AI6545'348TH AVENUE, 12 FEET (3.7 M) EAST OF 178TH STREET TO THE NORTH, 20.4 AI6545'FEET (6.2 M) WE ST OF POWER POLE, 13 FEET (4.0 M) EAST OF ENTRANCE, AI6545'AND 8.1 FEET (2.5 M) WEST OF WITNE SS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3110 *********************************************************************** DH3110 DESIGNATION - ALTON C DH3110 PID - DH3110 DH3110 STATE/COUNTY- MN/WASECA DH3110 USGS QUAD - JANESVILLE (1966) DH3110 DH3110 *CURRENT SURVEY CONTROL DH3110 ___________________________________________________________________ DH3110* NAD 83(1996)- 44 02 12.05719(N) 093 41 49.65119(W) ADJUSTED DH3110* NAVD 88 - 321.2 (meters) 1054. (feet) GPS OBS DH3110 ___________________________________________________________________ DH3110 X - -296,157.529 (meters) COMP DH3110 Y - -4,583,295.814 (meters) COMP DH3110 Z - 4,411,225.856 (meters) COMP DH3110 LAPLACE CORR- -0.91 (seconds) DEFLEC99 DH3110 ELLIP HEIGHT- 292.32 (meters) (04/27/05) GPS OBS DH3110 GEOID HEIGHT- -28.89 (meters) GEOID03 DH3110 DH3110 HORZ ORDER - FIRST DH3110 ELLP ORDER - FOURTH CLASS I DH3110 DH3110.The horizontal coordinates were established by GPS observations DH3110.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3110 DH3110.The orthometric height was determined by GPS observations and a DH3110.high-resolution geoid model. DH3110 DH3110.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3110 DH3110.The Laplace correction was computed from DEFLEC99 derived deflections. DH3110 DH3110.The ellipsoidal height was determined by GPS observations DH3110.and is referenced to NAD 83. DH3110 DH3110.The geoid height was determined by GEOID03. DH3110 DH3110; North East Units Scale Factor Converg. DH3110;SPC MN S - 215,232.719 824,276.298 MT 0.99995474 +0 12 44.3 DH3110;UTM 15 - 4,876,183.318 444,142.995 MT 0.99963837 -0 29 04.6 DH3110 DH3110! - Elev Factor x Scale Factor = Combined Factor DH3110!SPC MN S - 0.99995417 x 0.99995474 = 0.99990891 DH3110!UTM 15 - 0.99995417 x 0.99963837 = 0.99959255 DH3110 DH3110 SUPERSEDED SURVEY CONTROL DH3110 DH3110.No superseded survey control is available for this station. DH3110 DH3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4414376183(NAD 83) DH3110_MARKER: DM = MAGNETIC STATION DISK DH3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3110_STAMPING: ALTON C 2003 DH3110_MARK LOGO: MN-161 DH3110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3110+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3110 DH3110 HISTORY - Date Condition Report By DH3110 HISTORY - 2003 MONUMENTED MN-161 DH3110 DH3110 STATION DESCRIPTION DH3110 DH3110'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3110'THE MARK IS LOCATED 2.0 MILES (3.2 KM) NORTHEAST OF ALMA CITY. GO 6.0 DH3110'MILES (9.7 KM) SO UTH ALONG COUNTY ROAD 3 (35TH STREET) FROM THE DH3110'JUNCTION OF TRUNK HIGHW AY 14 AND COUNTY ROAD 3 IN JANESVILLE. THE DH3110'MARK IS 62.2 FEET (19.0 M) EAST OF C OUNTY ROAD 3, 32.3 FEET (9.8 M) DH3110'NOTH OF 330TH AVENUE, 19.0 FEET (5.8 M) EAST OF THE NO RTH END OF DH3110'CULVERT, 4.8 FEET (1.5 M) NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3111 *********************************************************************** DH3111 DESIGNATION - ALTON SW DH3111 PID - DH3111 DH3111 STATE/COUNTY- MN/WASECA DH3111 USGS QUAD - ST CLAIR (1974) DH3111 DH3111 *CURRENT SURVEY CONTROL DH3111 ___________________________________________________________________ DH3111* NAD 83(1996)- 44 01 25.21144(N) 093 46 05.12095(W) ADJUSTED DH3111* NAVD 88 - 318.7 (meters) 1046. (feet) GPS OBS DH3111 ___________________________________________________________________ DH3111 X - -301,899.881 (meters) COMP DH3111 Y - -4,583,926.533 (meters) COMP DH3111 Z - 4,410,184.542 (meters) COMP DH3111 LAPLACE CORR- -2.97 (seconds) DEFLEC99 DH3111 ELLIP HEIGHT- 289.85 (meters) (04/27/05) GPS OBS DH3111 GEOID HEIGHT- -28.84 (meters) GEOID03 DH3111 DH3111 HORZ ORDER - FIRST DH3111 ELLP ORDER - FOURTH CLASS I DH3111 DH3111.The horizontal coordinates were established by GPS observations DH3111.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3111 DH3111.The orthometric height was determined by GPS observations and a DH3111.high-resolution geoid model. DH3111 DH3111.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3111 DH3111.The Laplace correction was computed from DEFLEC99 derived deflections. DH3111 DH3111.The ellipsoidal height was determined by GPS observations DH3111.and is referenced to NAD 83. DH3111 DH3111.The geoid height was determined by GEOID03. DH3111 DH3111; North East Units Scale Factor Converg. DH3111;SPC MN S - 213,768.304 818,592.458 MT 0.99995660 +0 09 45.2 DH3111;UTM 15 - 4,874,788.553 438,443.556 MT 0.99964660 -0 32 01.7 DH3111 DH3111! - Elev Factor x Scale Factor = Combined Factor DH3111!SPC MN S - 0.99995455 x 0.99995660 = 0.99991115 DH3111!UTM 15 - 0.99995455 x 0.99964660 = 0.99960117 DH3111 DH3111 SUPERSEDED SURVEY CONTROL DH3111 DH3111.No superseded survey control is available for this station. DH3111 DH3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3844474789(NAD 83) DH3111_MARKER: DM = MAGNETIC STATION DISK DH3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3111_STAMPING: ALTON SW 2003 DH3111_MARK LOGO: MN-161 DH3111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3111+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3111 DH3111 HISTORY - Date Condition Report By DH3111 HISTORY - 2003 MONUMENTED MN-161 DH3111 DH3111 STATION DESCRIPTION DH3111 DH3111'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3111'THE MARK IS LOCATED 0.8 MILES (1.3 KM) NORTHEAST OF PEMBERTON. GO DH3111'1.55 MILES (2.49 KM) NO RTH ALONG WEST COUNTY LINE ROAD FROM THE DH3111'JUNCTION OF TRUNK HIGHWAY 83 AND WEST COUNTY LINE ROAD, WEST COUNTY DH3111'LINE ROAD TRUNS INTO COUNTY ROA D 14. THE MARK IS 39.5 FEET (12.0 M) DH3111'EAST OF COUNTY ROAD 14, 560 FEET (170.7 M) NORTH OF VOUNTY ROAD 9, 20 DH3111'FEET (6.1 M) SOUTH OF FIELD ENTRANCE, 1.6 FEET (0.5 M) WEST OF WITN DH3111'ESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3112 *********************************************************************** DH3112 DESIGNATION - BLOOMING GROVE C DH3112 PID - DH3112 DH3112 STATE/COUNTY- MN/WASECA DH3112 USGS QUAD - MORRISTOWN (1962) DH3112 DH3112 *CURRENT SURVEY CONTROL DH3112 ___________________________________________________________________ DH3112* NAD 83(1996)- 44 09 09.15037(N) 093 28 26.39984(W) ADJUSTED DH3112* NAVD 88 - 351.6 (meters) 1154. (feet) GPS OBS DH3112 ___________________________________________________________________ DH3112 X - -277,765.231 (meters) COMP DH3112 Y - -4,575,494.587 (meters) COMP DH3112 Z - 4,420,493.565 (meters) COMP DH3112 LAPLACE CORR- 5.07 (seconds) DEFLEC99 DH3112 ELLIP HEIGHT- 323.30 (meters) (04/27/05) GPS OBS DH3112 GEOID HEIGHT- -28.36 (meters) GEOID03 DH3112 DH3112 HORZ ORDER - FIRST DH3112 ELLP ORDER - FOURTH CLASS I DH3112 DH3112.The horizontal coordinates were established by GPS observations DH3112.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3112 DH3112.The orthometric height was determined by GPS observations and a DH3112.high-resolution geoid model. DH3112 DH3112.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3112 DH3112.The Laplace correction was computed from DEFLEC99 derived deflections. DH3112 DH3112.The ellipsoidal height was determined by GPS observations DH3112.and is referenced to NAD 83. DH3112 DH3112.The geoid height was determined by GEOID03. DH3112 DH3112; North East Units Scale Factor Converg. DH3112;SPC MN S - 228,196.038 842,077.426 MT 0.99994048 +0 22 07.3 DH3112;UTM 15 - 4,888,924.764 462,094.962 MT 0.99961767 -0 19 48.6 DH3112 DH3112! - Elev Factor x Scale Factor = Combined Factor DH3112!SPC MN S - 0.99994931 x 0.99994048 = 0.99988979 DH3112!UTM 15 - 0.99994931 x 0.99961767 = 0.99956700 DH3112 DH3112 SUPERSEDED SURVEY CONTROL DH3112 DH3112.No superseded survey control is available for this station. DH3112 DH3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6209588925(NAD 83) DH3112_MARKER: DM = MAGNETIC STATION DISK DH3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3112_STAMPING: BLOOMING GROVE C 2003 DH3112_MARK LOGO: MN-161 DH3112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3112+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3112 DH3112 HISTORY - Date Condition Report By DH3112 HISTORY - 2003 MONUMENTED MN-161 DH3112 DH3112 STATION DESCRIPTION DH3112 DH3112'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3112'5.25 MILES (8.45 KM) NORTHEAST OF WASECA , 5.0 MILES (8.0 KM) NOTH DH3112'ALONG TRUNK HIGHWAY FR OM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK DH3112'HIGHWAY 14 IN WASECA, THENCE 1.5 MILES (2.4 KM) EAST ON 410TH AVENUE, DH3112'3453 FEET (1052.5 M) EAST OF 140TH STREET, 44.5 FEET (13.6 M) SOUTH OF DH3112'COUNTY ROAD 22, 19 FEET (5.8 M) WEST OF FIELD ENTRANCE, 1.5 FEET (0.5 DH3112'M) NORTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3113 *********************************************************************** DH3113 DESIGNATION - BLOOMING GROVE NE DH3113 PID - DH3113 DH3113 STATE/COUNTY- MN/WASECA DH3113 USGS QUAD - MORRISTOWN (1962) DH3113 DH3113 *CURRENT SURVEY CONTROL DH3113 ___________________________________________________________________ DH3113* NAD 83(1996)- 44 10 53.52241(N) 093 24 59.51137(W) ADJUSTED DH3113* NAVD 88 - 341.7 (meters) 1121. (feet) GPS OBS DH3113 ___________________________________________________________________ DH3113 X - -273,041.573 (meters) COMP DH3113 Y - -4,573,523.179 (meters) COMP DH3113 Z - 4,422,797.669 (meters) COMP DH3113 LAPLACE CORR- 3.04 (seconds) DEFLEC99 DH3113 ELLIP HEIGHT- 313.51 (meters) (04/27/05) GPS OBS DH3113 GEOID HEIGHT- -28.18 (meters) GEOID03 DH3113 DH3113 HORZ ORDER - FIRST DH3113 ELLP ORDER - FOURTH CLASS I DH3113 DH3113.The horizontal coordinates were established by GPS observations DH3113.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3113 DH3113.The orthometric height was determined by GPS observations and a DH3113.high-resolution geoid model. DH3113 DH3113.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3113 DH3113.The Laplace correction was computed from DEFLEC99 derived deflections. DH3113 DH3113.The ellipsoidal height was determined by GPS observations DH3113.and is referenced to NAD 83. DH3113 DH3113.The geoid height was determined by GEOID03. DH3113 DH3113; North East Units Scale Factor Converg. DH3113;SPC MN S - 231,448.444 846,651.599 MT 0.99993755 +0 24 32.3 DH3113;UTM 15 - 4,892,120.086 466,706.984 MT 0.99961363 -0 17 25.1 DH3113 DH3113! - Elev Factor x Scale Factor = Combined Factor DH3113!SPC MN S - 0.99995084 x 0.99993755 = 0.99988840 DH3113!UTM 15 - 0.99995084 x 0.99961363 = 0.99956449 DH3113 DH3113 SUPERSEDED SURVEY CONTROL DH3113 DH3113.No superseded survey control is available for this station. DH3113 DH3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6670792120(NAD 83) DH3113_MARKER: DM = MAGNETIC STATION DISK DH3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3113_STAMPING: BLOOMING GROVE NE 2003 DH3113_MARK LOGO: MN-161 DH3113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3113+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3113 DH3113 HISTORY - Date Condition Report By DH3113 HISTORY - 2003 MONUMENTED MN-161 DH3113 DH3113 STATION DESCRIPTION DH3113 DH3113'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3113'8.5 MILES (13.7 KM) NORTHEAST OF WASECA, 7.0 MILES (11.3 KM) NORTH DH3113'ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK DH3113'HIGHWAY 14 IN WASECA, THENCE 4.5 MILES (7.2 KM) EAST ON COUNTY ROAD DH3113'7/10, 49 FEET (14.9 M) SOUTH OF COUNTY ROA D 10, 22.5 FEET (6.9 M) DH3113'EAST OF FIELD ENTRANCE, 6.5 FEET (2.0 M) WEST OF POWER POLE, 2 .3 FEET DH3113'(9.1 CM) NORTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 OO0769 *********************************************************************** OO0769 DESIGNATION - BUDACH OO0769 PID - OO0769 OO0769 STATE/COUNTY- MN/WASECA OO0769 USGS QUAD - NEW RICHLAND (1967) OO0769 OO0769 *CURRENT SURVEY CONTROL OO0769 ___________________________________________________________________ OO0769* NAD 83(1996)- 43 52 37.68984(N) 093 25 57.28582(W) ADJUSTED OO0769* NAVD 88 - 381.128 (meters) 1250.42 (feet) ADJUSTED OO0769 ___________________________________________________________________ OO0769 X - -275,731.826 (meters) COMP OO0769 Y - -4,596,940.837 (meters) COMP OO0769 Z - 4,398,505.450 (meters) COMP OO0769 LAPLACE CORR- 4.12 (seconds) DEFLEC99 OO0769 ELLIP HEIGHT- 352.17 (meters) (04/27/05) GPS OBS OO0769 GEOID HEIGHT- -28.98 (meters) GEOID03 OO0769 DYNAMIC HT - 381.046 (meters) 1250.15 (feet) COMP OO0769 MODELED GRAV- 980,391.7 (mgal) NAVD 88 OO0769 OO0769 HORZ ORDER - FIRST OO0769 VERT ORDER - SECOND CLASS I OO0769 ELLP ORDER - FOURTH CLASS I OO0769 OO0769.The horizontal coordinates were established by GPS observations OO0769.and adjusted by the MN DEPT OF TRANSP in April 2005. OO0769 OO0769.The orthometric height was determined by differential leveling OO0769.and adjusted by the National Geodetic Survey in June 1991. OO0769 OO0769.The X, Y, and Z were computed from the position and the ellipsoidal ht. OO0769 OO0769.The Laplace correction was computed from DEFLEC99 derived deflections. OO0769 OO0769.The ellipsoidal height was determined by GPS observations OO0769.and is referenced to NAD 83. OO0769 OO0769.The geoid height was determined by GEOID03. OO0769 OO0769.The dynamic height is computed by dividing the NAVD 88 OO0769.geopotential number by the normal gravity value computed on the OO0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OO0769.degrees latitude (g = 980.6199 gals.). OO0769 OO0769.The modeled gravity was interpolated from observed gravity values. OO0769 OO0769; North East Units Scale Factor Converg. OO0769;SPC MN S - 197,619.171 845,603.224 MT 0.99998099 +0 23 51.8 OO0769;UTM 15 - 4,858,317.694 465,246.829 MT 0.99961485 -0 17 59.4 OO0769 OO0769! - Elev Factor x Scale Factor = Combined Factor OO0769!SPC MN S - 0.99994478 x 0.99998099 = 0.99992577 OO0769!UTM 15 - 0.99994478 x 0.99961485 = 0.99955965 OO0769 OO0769: Primary Azimuth Mark Grid Az OO0769:SPC MN S - SOY 088 41 27.0 OO0769:UTM 15 - SOY 089 23 18.2 OO0769 OO0769|---------------------------------------------------------------------| OO0769| PID Reference Object Distance Geod. Az | OO0769| dddmmss.s | OO0769| OO1123 SOY APPROX. 2.0 KM 0890518.8 | OO0769| CI5171 BUDACH RM 1 11.945 METERS 13142 | OO0769| CI5172 BUDACH RM 2 11.273 METERS 22948 | OO0769|---------------------------------------------------------------------| OO0769 OO0769 SUPERSEDED SURVEY CONTROL OO0769 OO0769 NAD 83(1996)- 43 52 37.68741(N) 093 25 57.28440(W) AD( ) 2 OO0769 NAD 83(1986)- 43 52 37.67832(N) 093 25 57.28547(W) AD( ) 2 OO0769 NAD 27 - 43 52 37.81173(N) 093 25 56.50324(W) AD( ) 2 OO0769 NAVD 88 (04/27/05) 381.13 (m) 1250.4 (f) LEVELING 3 OO0769 NGVD 29 (??/??/92) 381.105 (m) 1250.34 (f) ADJ UNCH 2 1 OO0769 OO0769.Superseded values are not recommended for survey control. OO0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OO0769.See file dsdata.txt to determine how the superseded data were derived. OO0769 OO0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6524758318(NAD 83) OO0769_MARKER: DH = HORIZONTAL CONTROL DISK OO0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT OO0769_SP_SET: CONCRETE POST OO0769_STAMPING: BUDACH 1978 OO0769_MARK LOGO: MNDT OO0769_PROJECTION: FLUSH OO0769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT OO0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL OO0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OO0769+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 OO0769 OO0769 HISTORY - Date Condition Report By OO0769 HISTORY - 1978 MONUMENTED MNDT OO0769 HISTORY - 1979 GOOD MNDT OO0769 HISTORY - 20040526 GOOD MNDT OO0769 OO0769 STATION DESCRIPTION OO0769 OO0769'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH) OO0769'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF THE TOWN OF OO0769'NEW RICHLAND, IN THE NE 1/4 OF SECTION 26, T105N, R22W, ON THE SOUTH OO0769'SIDE OF A GRAVEL ROAD. OO0769' OO0769'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK OO0769'HIGHWAY 13 AT THE EAST EDGE OF NEW RICHLAND, GO SOUTH ON TRUNK HIGHWAY OO0769'13 FOR 1.0 MILE TO A ROAD ON THE LEFT, TURN LEFT AND GO EAST ON THE OO0769'GRAVEL ROAD FOR 2.75 MILES TO THE STATION ON THE RIGHT. OO0769' OO0769'THE STATION MARKS ARE STANDARD MNHD HORIZONTAL CONTROL MONUMENT DISKS OO0769'STAMPED---BUDACH 1978---. THE SURFACE STATION DISK IS SET IN THE TOP OO0769'OF A 10 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF OO0769'THE GROUND. THE MARK IS 19 FEET SOUTH OF THE CENTER OF THE ROAD, 42.5 OO0769'FEET NORTHWEST OF A TELEPHONE POLE, 38.8 FEET NORTHEAST OF A STEEL OO0769'WITNESS POST, AND 2.8 FEET NORTH OF A STEEL WITNESS POST. THE OO0769'UNDERGROUND STATION DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 OO0769'FEET BELOW THE SURFACE OF THE GROUND. OO0769' OO0769'REFERENCE MARK NUMBER 1, A STANDARD MNHD REFERENCE MARK DISK OO0769'STAMPED---BUDACH NO 1 1978---, IS SET IN THE TOP OF A 10 INCH ROUND OO0769'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE OO0769'MARK IS 44.5 FEET SOUTH OF THE CENTER OF THE ROAD, 3.6 FEET OO0769'WEST-NORTHWEST OF A TELEPHONE POLE, 59.5 FEET EAST OF A STEEL WITNESS OO0769'POST, AND 37.2 FEET SOUTHEAST OF A STEEL WITNESS POST. OO0769' OO0769'REFERENCE MARK NUMBER 2, A STANDARD MNHD REFERENCE MARK DISK OO0769'STAMPED---BUDACH NO 2 1978---, IS SET IN THE TOP OF A 10 INCH ROUND OO0769'CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE OO0769'GROUND. THE MARK IS 44 FEET SOUTH OF THE CENTER OF THE ROAD, 61 FEET OO0769'WEST OF A TELEPHONE POLE, 35.5 FEET SOUTHWEST OF A STEEL WITNESS POST, OO0769'AND 2.1 FEET EAST OF A STEEL WITNESS POST. OO0769' OO0769'A STEEL ROD SET IN THE CONCRETE MONUMENTS NEAR THE DISKS MAKE ALL OF OO0769'THE MARKS MAGNETIC. OO0769 OO0769 STATION RECOVERY (1979) OO0769 OO0769'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 OO0769'3.25 MI ESE FROM NEW RICHLAND. OO0769'THE MARK IS LOCATED 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 13 FROM THE OO0769'JUNCTION OF TRUNK HIGHWAY 30, ON THE EAST EDGE OF NEW RICHLAND, THENCE OO0769'2.7 MILES EAST ALONG COUNTY ROAD 58. IT IS 20 FT. SOUTH OF AND 3 FT. OO0769'LOWER THAN THE CENTER OF COUNTY ROAD 58, 139 FT. WEST OF THE EXTENDED OO0769'CENTER OF A DRIVE LEADING NORTH TO THE GARY BUDACH FARM, 42.5 FT. OO0769'NORTHWEST OF A TELEPHONE POLE, 39.2 FT. NORTHWEST OF REFERENCE MARK OO0769'NUMBER 1, 37.1 FT. NORTHEAST OF REFERENCE MARK NUMBER 2, AND 38.7 FT. OO0769'NORTHEAST OF A STEEL WITNESS POST. MARK IS 2.8 FT. NORTH OF A STEEL OO0769'WITNESS POST. OO0769 OO0769 STATION RECOVERY (2004) OO0769 OO0769'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OO0769'3 MILES (4.8 KM) EAST-SOUTHEAST OF RICHLAND, 19 FEET (5.8 M) SOUTH OF OO0769'ROAD, 38.8 FEET (11.8 M) N ORTHEAST OF NGS WITNESS POST, 2.8 FEET (0.9 OO0769'M) NORTH OF WITNESS POST, 39.20 FE ET NORTHWEST OF REFERENCE MARK 1, OO0769'36.98 FEET (11.27 M) NORTHEAST OF REFERENCE MA RK 2, 1.9 FEET (0.6 M) OO0769'NORTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 OO0480 *********************************************************************** OO0480 DESIGNATION - C 23 OO0480 PID - OO0480 OO0480 STATE/COUNTY- MN/WASECA OO0480 USGS QUAD - NEW RICHLAND (1967) OO0480 OO0480 *CURRENT SURVEY CONTROL OO0480 ___________________________________________________________________ OO0480* NAD 83(1996)- 43 53 42.39062(N) 093 29 34.59687(W) ADJUSTED OO0480* NAVD 88 - 360.883 (meters) 1184.00 (feet) ADJUSTED OO0480 ___________________________________________________________________ OO0480 X - -280,489.558 (meters) COMP OO0480 Y - -4,595,251.342 (meters) COMP OO0480 Z - 4,399,930.651 (meters) COMP OO0480 LAPLACE CORR- 3.24 (seconds) DEFLEC99 OO0480 ELLIP HEIGHT- 331.84 (meters) (03/20/03) GPS OBS OO0480 GEOID HEIGHT- -29.04 (meters) GEOID03 OO0480 DYNAMIC HT - 360.804 (meters) 1183.74 (feet) COMP OO0480 MODELED GRAV- 980,389.1 (mgal) NAVD 88 OO0480 OO0480 HORZ ORDER - FIRST OO0480 VERT ORDER - SECOND CLASS I OO0480 ELLP ORDER - THIRD CLASS II OO0480 OO0480.The horizontal coordinates were established by GPS observations OO0480.and adjusted by the MN DEPT OF TRANSP in March 2003. OO0480 OO0480.The orthometric height was determined by differential leveling OO0480.and adjusted by the National Geodetic Survey in June 1991. OO0480 OO0480.The X, Y, and Z were computed from the position and the ellipsoidal ht. OO0480 OO0480.The Laplace correction was computed from DEFLEC99 derived deflections. OO0480 OO0480.The ellipsoidal height was determined by GPS observations OO0480.and is referenced to NAD 83. OO0480 OO0480.The geoid height was determined by GEOID03. OO0480 OO0480.The dynamic height is computed by dividing the NAVD 88 OO0480.geopotential number by the normal gravity value computed on the OO0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OO0480.degrees latitude (g = 980.6199 gals.). OO0480 OO0480.The modeled gravity was interpolated from observed gravity values. OO0480 OO0480; North East Units Scale Factor Converg. OO0480;SPC MN S - 199,584.124 840,739.474 MT 0.99997766 +0 21 19.5 OO0480;UTM 15 - 4,860,340.965 460,409.108 MT 0.99961928 -0 20 30.4 OO0480 OO0480! - Elev Factor x Scale Factor = Combined Factor OO0480!SPC MN S - 0.99994797 x 0.99997766 = 0.99992563 OO0480!UTM 15 - 0.99994797 x 0.99961928 = 0.99956727 OO0480 OO0480|---------------------------------------------------------------------| OO0480| PID Reference Object Distance Geod. Az | OO0480| dddmmss.s | OO0480| OO0759 8105 P 366.587 METERS 18941 | OO0480|---------------------------------------------------------------------| OO0480 OO0480 SUPERSEDED SURVEY CONTROL OO0480 OO0480 NAD 83(1996)- 43 53 42.39013(N) 093 29 34.59665(W) AD( ) 1 OO0480 ELLIP H (12/09/02) 331.85 (m) GP( ) 2 1 OO0480 NAVD 88 (12/09/02) 360.88 (m) 1184.0 (f) LEVELING 3 OO0480 NGVD 29 (??/??/92) 360.857 (m) 1183.91 (f) ADJ UNCH 2 0 OO0480 OO0480.Superseded values are not recommended for survey control. OO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OO0480.See file dsdata.txt to determine how the superseded data were derived. OO0480 OO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6040960341(NAD 83) OO0480_MARKER: DB = BENCH MARK DISK OO0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT OO0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT OO0480_STAMPING: 1193.912 C 23 1933 OO0480_MARK LOGO: CGS OO0480_PROJECTION: RECESSED 8 CENTIMETERS OO0480_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT OO0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL OO0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OO0480+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 OO0480 OO0480 HISTORY - Date Condition Report By OO0480 HISTORY - 1933 MONUMENTED CGS OO0480 HISTORY - 1974 GOOD MNDT OO0480 HISTORY - 1979 GOOD MNDT OO0480 HISTORY - 19991123 GOOD MNDT OO0480 HISTORY - 20000510 GOOD MNDT OO0480 HISTORY - 20020710 GOOD MNDT OO0480 HISTORY - 20040526 GOOD MNDT OO0480 OO0480 STATION DESCRIPTION OO0480 OO0480'DESCRIBED BY MN DEPT OF TRANSP 1974 OO0480'IN NEW RICHLAND. OO0480'AT NEW RICHLAND, WASECA COUNTY, 62 FEET NORTHWEST OF THE CENTER OF OO0480'FIRST STREET CROSSING, AT THE SOUTHEAST CORNER OF A SMALL PARK, ABOUT OO0480'50 FEET NORTH OF THE CENTERLINE OF FIRST STREET, AND 37 FEET WEST OF OO0480'THE WEST RAIL OF THE MAIN TRACK 20.0 FEET NORTH OF STREET LITE POLE, A OO0480'STANDARD DISK, STAMPED 1183.912 C 23 1933 AND SET IN TOP OF A CONCRETE OO0480'POST. SE 1/4, SEC 17, T105N, R 22W. OO0480 OO0480 STATION RECOVERY (1979) OO0480 OO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 OO0480'THE MARK WAS RECOVERED IN GOOD CONDITION IN TOWN ABOUT 0.25 MILE NORTH OO0480'ALONG BROADWAY FROM THE JUNCTION OF TRUNK HIGHWAY 30, THENCE 0.05 OO0480'MILE EAST ALONG FIRST STREET. IT IS 19.4 FT. NORTH OF THE FACE OF THE OO0480'NORTH CURB OF FIRST STREET AND ABOUT LEVEL WITH THE STREET AND THE OO0480'TRACKS, 32.3 FT. WEST OF THE WEST RAIL OF THE MAINLINE TRACK, 19.8 OO0480'FT. NORTH NORTHWEST OF A POWERPOLE, 17.5 FT. WEST OF THE WEST RAIL OF OO0480'A SPUR LINE TRACK AND 64.6 FT. EAST NORTHEAST OF A POWER POLE. THE OO0480'GROUND AND IS 0.5 FT. NORTH OF A STEEL WITNESS POST. OO0480 OO0480 STATION RECOVERY (1999) OO0480 OO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH) OO0480'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS OO0480'RECESSED 3 IN AND SUITABLE FOR GPS, A RR SPIKE SET ADJACENT TO MARK OO0480'MAKES IT MAGNETIC. OO0480 OO0480 STATION RECOVERY (2000) OO0480 OO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (TJA) OO0480'RECOVERED AS DESCRIBED, RECESSED 3 INCHES, MAGNETIC. OO0480 OO0480 STATION RECOVERY (2002) OO0480 OO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) OO0480'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS OO0480'RECESSED 3 IN AND SUITABLE FOR GPS, A RR SPIKE SET ADJACENT TO MARK OO0480'MAKES IT MAGNETIC. OO0480 OO0480 STATION RECOVERY (2004) OO0480 OO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OO0480'IN NEW RICHLAND, 0.05 MILES (0.08 KM) EAST OF JUNCTION OF BROADWAY AND OO0480'FIRST ST, 19.4 FEET (5.9 M) NORTH OF NORTH CURB ON FIRST ST, 32.3 FEET OO0480'(9.8 M) WEST OF WEST RAI L OF RAILROAD, 19.8 FEET (6.0 M) OO0480'NORTH-NORTHWEST OF POWER POLE, 17.5 FEET (5.3 M) WEST OF WEST RAIL OF OO0480'SPUR TRACK, 64.6 FEET (19.7 M) EAST-NORTHEAST OF POWER POLE, 0 .5 FEET OO0480'(15.2 CM) NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 OO0481 *********************************************************************** OO0481 DESIGNATION - D 23 OO0481 PID - OO0481 OO0481 STATE/COUNTY- MN/WASECA OO0481 USGS QUAD - HARTLAND (1967) OO0481 OO0481 *CURRENT SURVEY CONTROL OO0481 ___________________________________________________________________ OO0481* NAD 83(1996)- 43 50 53.34419(N) 093 29 07.78388(W) ADJUSTED OO0481* NAVD 88 - 370.793 (meters) 1216.51 (feet) ADJUSTED OO0481 ___________________________________________________________________ OO0481 X - -280,112.481 (meters) COMP OO0481 Y - -4,598,904.260 (meters) COMP OO0481 Z - 4,396,176.072 (meters) COMP OO0481 LAPLACE CORR- 3.02 (seconds) DEFLEC99 OO0481 ELLIP HEIGHT- 341.69 (meters) (04/27/05) GPS OBS OO0481 GEOID HEIGHT- -29.12 (meters) GEOID03 OO0481 DYNAMIC HT - 370.707 (meters) 1216.23 (feet) COMP OO0481 MODELED GRAV- 980,377.7 (mgal) NAVD 88 OO0481 OO0481 HORZ ORDER - FIRST OO0481 VERT ORDER - SECOND CLASS 0 OO0481 ELLP ORDER - FOURTH CLASS I OO0481 OO0481.The horizontal coordinates were established by GPS observations OO0481.and adjusted by the MN DEPT OF TRANSP in April 2005. OO0481 OO0481.The orthometric height was determined by differential leveling OO0481.and adjusted by the National Geodetic Survey in June 1991. OO0481 OO0481.The X, Y, and Z were computed from the position and the ellipsoidal ht. OO0481 OO0481.The Laplace correction was computed from DEFLEC99 derived deflections. OO0481 OO0481.The ellipsoidal height was determined by GPS observations OO0481.and is referenced to NAD 83. OO0481 OO0481.The geoid height was determined by GEOID03. OO0481 OO0481.The dynamic height is computed by dividing the NAVD 88 OO0481.geopotential number by the normal gravity value computed on the OO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OO0481.degrees latitude (g = 980.6199 gals.). OO0481 OO0481.The modeled gravity was interpolated from observed gravity values. OO0481 OO0481; North East Units Scale Factor Converg. OO0481;SPC MN S - 194,370.642 841,370.719 MT 0.99998659 +0 21 38.3 OO0481;UTM 15 - 4,855,122.085 460,976.673 MT 0.99961873 -0 20 10.8 OO0481 OO0481! - Elev Factor x Scale Factor = Combined Factor OO0481!SPC MN S - 0.99994642 x 0.99998659 = 0.99993301 OO0481!UTM 15 - 0.99994642 x 0.99961873 = 0.99956517 OO0481 OO0481 SUPERSEDED SURVEY CONTROL OO0481 OO0481 NAVD 88 (04/27/05) 370.79 (m) 1216.5 (f) LEVELING 3 OO0481 NGVD 29 (??/??/92) 370.761 (m) 1216.40 (f) ADJ UNCH 2 0 OO0481 OO0481.Superseded values are not recommended for survey control. OO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OO0481.See file dsdata.txt to determine how the superseded data were derived. OO0481 OO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6097755122(NAD 83) OO0481_MARKER: DB = BENCH MARK DISK OO0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT OO0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT OO0481_STAMPING: 1216.405 D 23 1933 OO0481_MARK LOGO: CGS OO0481_PROJECTION: PROJECTING 5 CENTIMETERS OO0481_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT OO0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL OO0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OO0481+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 OO0481 OO0481 HISTORY - Date Condition Report By OO0481 HISTORY - 1933 MONUMENTED CGS OO0481 HISTORY - 1974 GOOD MNDT OO0481 HISTORY - 1979 GOOD MNDT OO0481 HISTORY - 20040526 GOOD MNDT OO0481 OO0481 STATION DESCRIPTION OO0481 OO0481'DESCRIBED BY MN DEPT OF TRANSP 1974 OO0481'3 MI S FROM NEW RICHLAND. OO0481'ABOUT 3 1/2 MILES SOUTH ALONG THE CHICAGO NORTHWESTERN RAILWAY FROM OO0481'THE FORMER STATION AT NEW RICHLAND, WASECA COUNTY, ABOUT 1/2 MILE OO0481'SOUTH OF MILE POST 103, ABOUT 30 FEET NORTH OF A GRAVEL ROAD CROSSING OO0481'(FREEBORN COUNTY ROAD 70), 43 FEET EAST OF THE EAST RAIL, AND ABOUT 2 OO0481'FEET LOWER THAN THE RAIL, 9.6 FEET WEST OF POWER POLE. A STANDARD OO0481'DISK, STAMPED 1216.405 D 23 1933 AND SET IN THE TOP OF A CONCRETE OO0481'POST. SW 1/4, SEC 33, T105N, R 22W. OO0481 OO0481 STATION RECOVERY (1979) OO0481 OO0481'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 OO0481'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 62. OO0481'IT IS LOCATED 3.05 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM THE OO0481'JUNCTION OF TRUNK HIGHWAY 30, EAST OF NEW RICHLAND, THENCE 0.1 MILE OO0481'WEST ALONG COUNTY ROAD 70. IT IS 32 FT. NORTH OF AND 3 FT. BELOW THE OO0481'LEVEL OF COUNTY ROAD 70, 42.6 FT. EAST OF THE EAST RAIL OF THE OO0481'RAILROAD TRACKS, 9.6 FT. WEST NORTHWEST OF A POWER POLE, AND 23.0 FT. OO0481'NORTHEAST OF A RAILROAD CROSSING SIGN POST. IT IS A STANDARD CGS OO0481'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST. THE MARK IS 0.9 OO0481'FT. SOUTH OF A STEEL WITNESS POST. A RAILROAD SPIKE BURIED ADJACENT OO0481'TO THE MARK MAKES IT MAGNETIC. OO0481 OO0481 STATION RECOVERY (2004) OO0481 OO0481'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OO0481'THE MARK IS LOCATED 2.8 MILES (4.5 KM) SOUTH OF NEW RICHLAND. GO 3 OO0481'MILES (4.8 KM) SOUTH ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK OO0481'HIGHWAY 13 AND TRUNK HIGHWAY 30 IN NEW RICHLAND, THENCE 0.1 MILES (0.2 OO0481'KM) WEST ON COUNTY ROAD 70 ( 340TH STREET) . THE MARK IS AT THE OO0481'RAILROAD CROSSING ON COUNTY ROAD 70, 30.5 FEET (9.3 M) NORTH OF COUNTY OO0481'ROAD 70, 0.5 MILES (0.8 KM) SOUTH OF RAILROAD MILEPO ST 103, 43.3 FEET OO0481'(13.2 M) EAST OF THE EAST RAIL OF RAILROAD, 0.6 FEET (18.3 CM) SOUTH OO0481'OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3114 *********************************************************************** DH3114 DESIGNATION - FREEDOM NE DH3114 PID - DH3114 DH3114 STATE/COUNTY- MN/WASECA DH3114 USGS QUAD - JANESVILLE (1966) DH3114 DH3114 *CURRENT SURVEY CONTROL DH3114 ___________________________________________________________________ DH3114* NAD 83(1996)- 44 00 27.33609(N) 093 38 56.53948(W) ADJUSTED DH3114* NAVD 88 - 322.7 (meters) 1059. (feet) GPS OBS DH3114 ___________________________________________________________________ DH3114 X - -292,453.836 (meters) COMP DH3114 Y - -4,585,785.518 (meters) COMP DH3114 Z - 4,408,902.603 (meters) COMP DH3114 LAPLACE CORR- 0.30 (seconds) DEFLEC99 DH3114 ELLIP HEIGHT- 293.79 (meters) (04/27/05) GPS OBS DH3114 GEOID HEIGHT- -28.94 (meters) GEOID03 DH3114 DH3114 HORZ ORDER - FIRST DH3114 ELLP ORDER - FOURTH CLASS I DH3114 DH3114.The horizontal coordinates were established by GPS observations DH3114.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3114 DH3114.The orthometric height was determined by GPS observations and a DH3114.high-resolution geoid model. DH3114 DH3114.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3114 DH3114.The Laplace correction was computed from DEFLEC99 derived deflections. DH3114 DH3114.The ellipsoidal height was determined by GPS observations DH3114.and is referenced to NAD 83. DH3114 DH3114.The geoid height was determined by GEOID03. DH3114 DH3114; North East Units Scale Factor Converg. DH3114;SPC MN S - 212,016.125 828,144.434 MT 0.99995896 +0 14 45.6 DH3114;UTM 15 - 4,872,920.961 447,970.492 MT 0.99963329 -0 27 03.4 DH3114 DH3114! - Elev Factor x Scale Factor = Combined Factor DH3114!SPC MN S - 0.99995393 x 0.99995896 = 0.99991290 DH3114!UTM 15 - 0.99995393 x 0.99963329 = 0.99958724 DH3114 DH3114 SUPERSEDED SURVEY CONTROL DH3114 DH3114.No superseded survey control is available for this station. DH3114 DH3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4797072921(NAD 83) DH3114_MARKER: DM = MAGNETIC STATION DISK DH3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3114_STAMPING: FREEDOM NE 2003 DH3114_MARK LOGO: MN-161 DH3114_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3114+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3114 DH3114 HISTORY - Date Condition Report By DH3114 HISTORY - 2003 MONUMENTED MN-161 DH3114 DH3114 STATION DESCRIPTION DH3114 DH3114'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3114'THE MARK IS LOCATED 4.0 MILES (6.4 KM) EAST-SOUTHEAST OF ALMA CITY. GO DH3114'1.50 MIL ES EAST ALONG COUNTY ROAD 10 FROM THE JUNCTION OF COUNTY ROAD DH3114'10 AND T RUNK HIGHWAY 83 WEST OF ALMA CITY, THENCE 6.0 MILES (9.7 KM) DH3114'EAST ON COUNTY ROA D 9, THENCE 1.0 MILES (1.6 KM) SOUTH ON COUNTY ROAD DH3114'21, THENCE 0.05 MILES (0.08 KM) WEST ON 210TH AVENUE. THE MARK IS 33.2 DH3114'FEET (10.1 M) SOUTH OF 310TH AVENUE, 475 FEET (144.8 M) WEST OF COUNTY DH3114'ROAD 21, 58.2 FEET (17.7 M) WEST OF POWER POLE, 26.1 FEET (8.0 M) EAST DH3114'OF FIELD ENTRANCE, 1.4 FEET (0.4 M) NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3115 *********************************************************************** DH3115 DESIGNATION - FREEDOM SW DH3115 PID - DH3115 DH3115 STATE/COUNTY- MN/WASECA DH3115 USGS QUAD - MAPLETON NE (1967) DH3115 DH3115 *CURRENT SURVEY CONTROL DH3115 ___________________________________________________________________ DH3115* NAD 83(1996)- 43 56 06.36760(N) 093 46 04.16224(W) ADJUSTED DH3115* NAVD 88 - 321.0 (meters) 1053. (feet) GPS OBS DH3115 ___________________________________________________________________ DH3115 X - -302,327.757 (meters) COMP DH3115 Y - -4,590,748.618 (meters) COMP DH3115 Z - 4,403,104.348 (meters) COMP DH3115 LAPLACE CORR- -3.80 (seconds) DEFLEC99 DH3115 ELLIP HEIGHT- 292.09 (meters) (04/27/05) GPS OBS DH3115 GEOID HEIGHT- -28.95 (meters) GEOID03 DH3115 DH3115 HORZ ORDER - FIRST DH3115 ELLP ORDER - FOURTH CLASS I DH3115 DH3115.The horizontal coordinates were established by GPS observations DH3115.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3115 DH3115.The orthometric height was determined by GPS observations and a DH3115.high-resolution geoid model. DH3115 DH3115.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3115 DH3115.The Laplace correction was computed from DEFLEC99 derived deflections. DH3115 DH3115.The ellipsoidal height was determined by GPS observations DH3115.and is referenced to NAD 83. DH3115 DH3115.The geoid height was determined by GEOID03. DH3115 DH3115; North East Units Scale Factor Converg. DH3115;SPC MN S - 203,927.841 818,641.758 MT 0.99997057 +0 09 45.9 DH3115;UTM 15 - 4,864,951.334 438,373.353 MT 0.99964671 -0 31 58.0 DH3115 DH3115! - Elev Factor x Scale Factor = Combined Factor DH3115!SPC MN S - 0.99995420 x 0.99997057 = 0.99992477 DH3115!UTM 15 - 0.99995420 x 0.99964671 = 0.99960093 DH3115 DH3115 SUPERSEDED SURVEY CONTROL DH3115 DH3115.No superseded survey control is available for this station. DH3115 DH3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3837364951(NAD 83) DH3115_MARKER: DM = MAGNETIC STATION DISK DH3115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3115_STAMPING: FREEDOM SW 2003 DH3115_MARK LOGO: MN-161 DH3115_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3115+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3115 DH3115 HISTORY - Date Condition Report By DH3115 HISTORY - 2003 MONUMENTED MN-161 DH3115 DH3115 STATION DESCRIPTION DH3115 DH3115'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3115'3.5 MILES (5.6 KM) WEST OF WALDORF, 3.5 MILES (5.6 KM) WEST OF WALDORF DH3115'ALONG COUNTY ROAD 4 (260TH AVENUE) FROM JUNCTION OF COUNTY ROAD 4 AND DH3115'TRUNK HIGHWAY 83 IN WALDORF, 40 FEET (12.2 M) NORTH OF COUNTY ROAD 4 DH3115'(260TH AVENUE) , 48.1 FEET (14.7 M) E AST OF EAST COUNTY LINE ROAD, DH3115'20.2 FEET (6.2 M) SOUTHEAST OF POWER POLES, 19.0 FEET (5.8 M) WEST OF DH3115'FIELD ENTRANCE, 1 FOOT (0.3 M) NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DF8230 *********************************************************************** DF8230 DESIGNATION - HANES DF8230 PID - DF8230 DF8230 STATE/COUNTY- MN/WASECA DF8230 USGS QUAD - WATERVILLE (1966) DF8230 DF8230 *CURRENT SURVEY CONTROL DF8230 ___________________________________________________________________ DF8230* NAD 83(1996)- 44 11 45.82336(N) 093 31 40.35238(W) ADJUSTED DF8230* NAVD 88 - 321.9 (meters) 1056. (feet) GPS OBS DF8230 ___________________________________________________________________ DF8230 X - -281,858.804 (meters) COMP DF8230 Y - -4,571,846.521 (meters) COMP DF8230 Z - 4,423,941.338 (meters) COMP DF8230 LAPLACE CORR- 6.25 (seconds) DEFLEC99 DF8230 ELLIP HEIGHT- 293.55 (meters) (10/06/03) GPS OBS DF8230 GEOID HEIGHT- -28.38 (meters) GEOID03 DF8230 DF8230 HORZ ORDER - FIRST DF8230 ELLP ORDER - FOURTH CLASS I DF8230 DF8230.The horizontal coordinates were established by GPS observations DF8230.and adjusted by the MN DEPT OF TRANSP in October 2003. DF8230 DF8230.The orthometric height was determined by GPS observations and a DF8230.high-resolution geoid model. DF8230 DF8230.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF8230 DF8230.The Laplace correction was computed from DEFLEC99 derived deflections. DF8230 DF8230.The ellipsoidal height was determined by GPS observations DF8230.and is referenced to NAD 83. DF8230 DF8230.The geoid height was determined by GEOID03. DF8230 DF8230; North East Units Scale Factor Converg. DF8230;SPC MN S - 233,005.130 837,739.756 MT 0.99993617 +0 19 51.3 DF8230;UTM 15 - 4,893,784.858 457,817.637 MT 0.99962188 -0 22 04.8 DF8230 DF8230! - Elev Factor x Scale Factor = Combined Factor DF8230!SPC MN S - 0.99995397 x 0.99993617 = 0.99989015 DF8230!UTM 15 - 0.99995397 x 0.99962188 = 0.99957587 DF8230 DF8230 SUPERSEDED SURVEY CONTROL DF8230 DF8230.No superseded survey control is available for this station. DF8230 DF8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5781893785(NAD 83) DF8230_MARKER: DD = SURVEY DISK DF8230_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF8230_STAMPING: HANES 1999 DF8230_MARK LOGO: MNDT DF8230_PROJECTION: RECESSED 5 CENTIMETERS DF8230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF8230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF8230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF8230+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004 DF8230 DF8230 HISTORY - Date Condition Report By DF8230 HISTORY - 1999 MONUMENTED MNDT DF8230 HISTORY - 20021223 GOOD MNDT DF8230 HISTORY - 20040518 GOOD MNDT DF8230 DF8230 STATION DESCRIPTION DF8230 DF8230'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF8230'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2.0 MI (3.2 KM) DF8230'SE OF WATERVILLE, 2.0 MI (3.2 KM) SE ALONG TH 13 FROM JCT OF TH 13 AND DF8230'TH 60 IN WATERVILLE TO TH 13 MP 40.55, THENCE 0.05 MI (0.08 KM) SOUTH DF8230'ON CO RD 73, THENCE 0.05 MI (0.08 KM) WEST ON 440TH AVE, 32 FT (9.8 M) DF8230'SOUTH OF 440TH AVE, 237 FT (72.2 M) WEST OF 120TH ST, 7.3 FT (2.2 M) DF8230'WNW OF P-POLE, 7.1 FT (2.2 M) WEST OF WIT POST, RECESSED 2 INCHES, DF8230'MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS UNKNOWN. DF8230 DF8230 STATION RECOVERY (2004) DF8230 DF8230'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) DF8230'THE MARK IS LOCATED 2.0 MILES (3.2 KM) SOUTHEAST OF WATERVILLE. GO DF8230'2.0 MILES (3.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION DF8230'OF TRUNK HIGHWAY 13 A ND TRUNK HIGHWAY 60 IN WATERVILLE, TO HIGHWAY DF8230'13 MILEPOINT 40.55, THEN 0.05 MILE (0.08 KM) SOUTH ON COUNTY ROAD 73, DF8230'THEN 0.05 MILE (0.08 KM) WEST ON 440 AVENUE. THE MARK IS 32.0 FEET DF8230'(9.8 M) SOUTH OF 440 AVENUE, 237.0 FEET (72.2 M) WEST OF 120 STREET, DF8230'7.3 FEET (2.2 M) WEST-NORTHWEST OF POWER POLE, 7.1 FEET (2.2 M) WEST DF8230'OF WITNESS POST. RECESSED 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3116 *********************************************************************** DH3116 DESIGNATION - IOSCO C DH3116 PID - DH3116 DH3116 STATE/COUNTY- MN/WASECA DH3116 USGS QUAD - WATERVILLE (1966) DH3116 DH3116 *CURRENT SURVEY CONTROL DH3116 ___________________________________________________________________ DH3116* NAD 83(1996)- 44 08 58.17823(N) 093 35 15.34266(W) ADJUSTED DH3116* NAVD 88 - 354.5 (meters) 1163. (feet) GPS OBS DH3116 ___________________________________________________________________ DH3116 X - -286,850.982 (meters) COMP DH3116 Y - -4,575,172.200 (meters) COMP DH3116 Z - 4,420,252.374 (meters) COMP DH3116 LAPLACE CORR- 4.23 (seconds) DEFLEC99 DH3116 ELLIP HEIGHT- 325.90 (meters) (04/27/05) GPS OBS DH3116 GEOID HEIGHT- -28.63 (meters) GEOID03 DH3116 DH3116 HORZ ORDER - FIRST DH3116 ELLP ORDER - FOURTH CLASS I DH3116 DH3116.The horizontal coordinates were established by GPS observations DH3116.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3116 DH3116.The orthometric height was determined by GPS observations and a DH3116.high-resolution geoid model. DH3116 DH3116.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3116 DH3116.The Laplace correction was computed from DEFLEC99 derived deflections. DH3116 DH3116.The ellipsoidal height was determined by GPS observations DH3116.and is referenced to NAD 83. DH3116 DH3116.The geoid height was determined by GEOID03. DH3116 DH3116; North East Units Scale Factor Converg. DH3116;SPC MN S - 227,805.244 832,992.161 MT 0.99994081 +0 17 20.6 DH3116;UTM 15 - 4,888,644.862 453,008.502 MT 0.99962716 -0 24 33.4 DH3116 DH3116! - Elev Factor x Scale Factor = Combined Factor DH3116!SPC MN S - 0.99994890 x 0.99994081 = 0.99988971 DH3116!UTM 15 - 0.99994890 x 0.99962716 = 0.99957608 DH3116 DH3116 SUPERSEDED SURVEY CONTROL DH3116 DH3116.No superseded survey control is available for this station. DH3116 DH3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5300988645(NAD 83) DH3116_MARKER: DM = MAGNETIC STATION DISK DH3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3116_STAMPING: IOSCO C 2003 DH3116_MARK LOGO: MN-161 DH3116_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3116+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3116 DH3116 HISTORY - Date Condition Report By DH3116 HISTORY - 2003 MONUMENTED MN-161 DH3116 DH3116 STATION DESCRIPTION DH3116 DH3116'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3116'6.25 MILES (10.06 KM) NORTHWEST OF WASECA, 5.25 MILES (8.45 KM) NORTH DH3116'ALONG TRUNK HIGHWAY 1 3 FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK DH3116'HIGHWAY 14 IN WASECA, TH ENCE 4.5 MILES (7.2 KM) NORTHWEST ON COUNTY DH3116'ROAD 22, THENCE 0.75 MILES (1.21 KM) SOUTH ON 90TH STREET, 29 FEET DH3116'(8.8 M) EAST OF 90TH STREET, 16 FEET (4.9 M) NORTH OF FIELD ENTR ANCE, DH3116'56.5 FEET (17.2 M) EAST OF POWER POLE, 2.0 FEET (0.6 M) WEST OF DH3116'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 PP2901 *********************************************************************** PP2901 DESIGNATION - JANESVILLE PP2901 PID - PP2901 PP2901 STATE/COUNTY- MN/WASECA PP2901 USGS QUAD - JANESVILLE (1966) PP2901 PP2901 *CURRENT SURVEY CONTROL PP2901 ___________________________________________________________________ PP2901* NAD 83(1996)- 44 05 16.09627(N) 093 42 05.43109(W) ADJUSTED PP2901* NAVD 88 - 328.2 (meters) 1077. (feet) GPS OBS PP2901 ___________________________________________________________________ PP2901 X - -296,253.454 (meters) COMP PP2901 Y - -4,579,335.954 (meters) COMP PP2901 Z - 4,415,312.780 (meters) COMP PP2901 LAPLACE CORR- -0.31 (seconds) DEFLEC99 PP2901 ELLIP HEIGHT- 299.41 (meters) (07/31/00) GPS OBS PP2901 GEOID HEIGHT- -28.82 (meters) GEOID03 PP2901 PP2901 HORZ ORDER - FIRST PP2901 ELLP ORDER - FOURTH CLASS I PP2901 PP2901.The horizontal coordinates were established by GPS observations PP2901.and adjusted by the National Geodetic Survey in July 2000. PP2901 PP2901.The orthometric height was determined by GPS observations and a PP2901.high-resolution geoid model. PP2901 PP2901.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP2901 PP2901.The Laplace correction was computed from DEFLEC99 derived deflections. PP2901 PP2901.The ellipsoidal height was determined by GPS observations PP2901.and is referenced to NAD 83. PP2901 PP2901.The geoid height was determined by GEOID03. PP2901 PP2901; North East Units Scale Factor Converg. PP2901;SPC MN S - 220,911.450 823,904.223 MT 0.99994795 +0 12 33.2 PP2901;UTM 15 - 4,881,864.379 443,840.133 MT 0.99963879 -0 29 17.1 PP2901 PP2901! - Elev Factor x Scale Factor = Combined Factor PP2901!SPC MN S - 0.99995305 x 0.99994795 = 0.99990101 PP2901!UTM 15 - 0.99995305 x 0.99963879 = 0.99959186 PP2901 PP2901: Primary Azimuth Mark Grid Az PP2901:SPC MN S - JANESVILLE AZ MK 130 43 04.1 PP2901:UTM 15 - JANESVILLE AZ MK 131 24 54.4 PP2901 PP2901|---------------------------------------------------------------------| PP2901| PID Reference Object Distance Geod. Az | PP2901| dddmmss.s | PP2901| PP2900 JANESVILLE AZ MK APPROX. 1.3 KM 1305537.3 | PP2901| CJ3643 JANESVILLE RM 1 19.538 METERS 20800 | PP2901| CJ8087 JANESVILLE RM 2 31.751 METERS 26850 | PP2901|---------------------------------------------------------------------| PP2901 PP2901 SUPERSEDED SURVEY CONTROL PP2901 PP2901 NAD 83(1996)- 44 05 16.09754(N) 093 42 05.42993(W) AD( ) 2 PP2901 NAD 83(1986)- 44 05 16.09140(N) 093 42 05.42845(W) AD( ) 2 PP2901 NAD 27 - 44 05 16.21095(N) 093 42 04.62114(W) AD( ) 2 PP2901 NGVD 29 (07/19/86) 328.0 (m) 1076. (f) VERT ANG PP2901 PP2901.Superseded values are not recommended for survey control. PP2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP2901.See file dsdata.txt to determine how the superseded data were derived. PP2901 PP2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4384081864(NAD 83) PP2901_MARKER: DE = TRAVERSE STATION DISK PP2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP2901_STAMPING: JANESVILLE 1970 PP2901_MARK LOGO: MNDT PP2901_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT PP2901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PP2901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP2901+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004 PP2901 PP2901 HISTORY - Date Condition Report By PP2901 HISTORY - 1970 MONUMENTED MNDT PP2901 HISTORY - 19980406 GOOD MNDT PP2901 HISTORY - 20030807 GOOD MNDT PP2901 HISTORY - 20040607 GOOD MNDT PP2901 PP2901 STATION DESCRIPTION PP2901 PP2901'DESCRIBED BY MN DEPT OF TRANSP 1970 (DKH) PP2901'STATION IS LOCATED ABOUT 20 MILES SOUTH OF JANESVILLE IN THE PP2901'N.W. 1/4 OF SECTION 10, T 107N, R 24W, ON PROPERTY OWNED BY THE PP2901'STATE OF MINNESOTA (MINNESOTA HIGHWAY DEPT. RADIO TOWER). PP2901' PP2901'TO REACH THE STATION FROM THE JCT. OF T.H. 14 AND CSAH 3 IN PP2901'JANESVILLE, GO SOUTH ON CSAH 3 FOR 2.0 MILES TO A ROAD LEFT, TURN PP2901'LEFT AND GO EAST FOR 0.25 MILE TO RADIO TOWER AND STATION ON LEFT. PP2901' PP2901'STATION MARKS ARE STANDARD M.H.D. DISKS STAMPED JANESVILLE PP2901'1970. THE SURFACE STATION MARK IS SET IN A 12 INCH SQUARE CONCRETE PP2901'MONUMENT PROJECTING 0.1 FOOT ABOVE THE SURFACE OF THE GROUND. THE PP2901'MARK IS 27.2 FEET EAST OF A POWER POLE, 16.0 FEET EAST OF THE PP2901'CENTERLINE OF AN ENTRANCE, 34.0 FEET EAST OF THE N.E. CORNER OF PP2901'THE FENCE AROUND THE TOWER, 154.5 FT. NO. OF THE CENTERLINE OF PP2901'THE ROAD AND 3.7 FEET SOUTH OF A STEEL WITNESS POST. THE PP2901'UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF PP2901'CONCRETE 40 FEET BELOW THE SURFACE OF THE GROUND. PP2901' PP2901'REFERENCE MARK NO. 1, A STANDARD M.H.D. DISK STAMPED JANESVILLE PP2901'NO. 1 1970, IS SET IN A 12 INCH SQUARE CONCRETE MONUMENT THAT PP2901'PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND. THE MARK IS PP2901'16.0 FEET WEST OF THE CENTERLINE OF AN ENTRANCE AND 5.0 FEET S.E. PP2901'OF THE S.E. CORNER OF A FENCE. PP2901' PP2901'REFERENCE MARK NO. 2, A STANDARD M.H.D. DISK STAMPED JANESVILLE PP2901'NO. 2 1970, IS SET IN A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING PP2901'0.3 FOOT ABOVE THE SURFACE OF THE GROUND. THE MARK IS 7.0 FEET PP2901'N.W. OF THE N.W. CORNER OF A FENCE AND 91.4 FEET S.E. OF THE PP2901'CENTER OF A TREE CLUMP. PP2901' PP2901'THE AZIMUTH MARK, A STANDARD M.H.D. AZIMUTH MARK DISK STAMPED PP2901'JANESVILLE 1970, IS SET IN A 12 INCH SQUARE CONCRETE MONUMENT PP2901'THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND. THE MARK PP2901'IS 46.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.5 FEET N.E. OF PP2901'A TELEPHONE POLE, 102.0 FEET WEST OF A FARM DRIVEWAY AND 2.5 PP2901'FEET WEST OF A STEEL WITNESS POST. PP2901' PP2901'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.25 MILE PP2901'TO CSAH 3, TURN LEFT AND GO SOUTH ON CSAH 3 FOR 0.5 MILE TO PP2901'CROSSROAD, TURN LEFT AND GO EAST FOR 0.9 MILE TO MARK ON RIGHT. PP2901' PP2901'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. PP2901 PP2901 STATION RECOVERY (1998) PP2901 PP2901'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PP2901'THE MARK WAS RECOVERED AS DESCRIBED. PP2901 PP2901 STATION RECOVERY (2003) PP2901 PP2901'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP) PP2901'THE MARK WAS RECOVERED 2 MILES (3.2 KM) SOUTH OF JANESVILLE NEAR RADIO PP2901'TOWER, TO REACH GO 2.0 MILES (3.2 KM) SOUTH OF TRUNK HIGHWAY 14 ALONG PP2901'COUNTY ROAD 3 (SOUTH MAIN STREET) THEN 0.30 MILE (0.48 KM) EAST ON PP2901'365TH AVENUE, 16 FT (4.9 M) EAST OF CENTER OF ENTRANCE, 34 FT (10.4 M) PP2901'EAST OF NE CORNER OF FENCE AROUND TOWER, 154.5 FT (47.1 M) NORTH OF PP2901'CENTER OF ROAD, 3.7 FT (1.1 M) SOUTH OF WITNESS POST, 64.10 FT (19.54 PP2901'M) NNE OF REFERENCE MARK 1, 104.17 FT (31.75 M) EAST OF REFERENCE MARK PP2901'2, RECESSED 1 INCH, MAGNETIC. PP2901 PP2901 STATION RECOVERY (2004) PP2901 PP2901'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PP2901'2 MILES (3.2 KM) SOUTH OF JANESVILLE, NEAR RADIO TOWER, 2 MILES (3.2 PP2901'KM) SOUTH ALONG COU NTY ROAD 3 (SOUTH MAIN STREET) FROM THE JUNCTION PP2901'OF COUNTY ROAD 3 AND TRUNK HIGHWAY 14 IN JANESVILLE, THENCE 0.30 MILES PP2901'(0.48 KM) EAST ON 365TH AVENUE , 16.0 FEET (4.9 M) EAST OF ENTRANCE, PP2901'34 FEET (10.4 M) EAST OF NORTHEAST CORNER OF FENC E AROUND TOWER, PP2901'154.5 FEET (47.1 M) NORTH OF ROAD, 3.7 FEET (1.1 M) SOUTH OF WITNESS PP2901'PO ST, 64.10 FEET (19.54 M) NORTH-NORTHEAST OF REFERENCE MARK 1, PP2901'104.17 FEET (31.75 M) EAST O F REFERENCE MARK 2 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3117 *********************************************************************** DH3117 DESIGNATION - JANESVILLE C DH3117 PID - DH3117 DH3117 STATE/COUNTY- MN/WASECA DH3117 USGS QUAD - ELYSIAN (1977) DH3117 DH3117 *CURRENT SURVEY CONTROL DH3117 ___________________________________________________________________ DH3117* NAD 83(1996)- 44 09 23.10769(N) 093 41 06.65251(W) ADJUSTED DH3117* NAVD 88 - 328.9 (meters) 1079. (feet) GPS OBS DH3117 ___________________________________________________________________ DH3117 X - -294,607.351 (meters) COMP DH3117 Y - -4,574,123.703 (meters) COMP DH3117 Z - 4,420,786.578 (meters) COMP DH3117 LAPLACE CORR- 1.04 (seconds) DEFLEC99 DH3117 ELLIP HEIGHT- 300.21 (meters) (04/27/05) GPS OBS DH3117 GEOID HEIGHT- -28.72 (meters) GEOID03 DH3117 DH3117 HORZ ORDER - FIRST DH3117 ELLP ORDER - FOURTH CLASS I DH3117 DH3117.The horizontal coordinates were established by GPS observations DH3117.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3117 DH3117.The orthometric height was determined by GPS observations and a DH3117.high-resolution geoid model. DH3117 DH3117.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3117 DH3117.The Laplace correction was computed from DEFLEC99 derived deflections. DH3117 DH3117.The ellipsoidal height was determined by GPS observations DH3117.and is referenced to NAD 83. DH3117 DH3117.The geoid height was determined by GEOID03. DH3117 DH3117; North East Units Scale Factor Converg. DH3117;SPC MN S - 228,539.922 825,182.410 MT 0.99994008 +0 13 14.4 DH3117;UTM 15 - 4,889,474.392 445,210.689 MT 0.99963692 -0 28 38.4 DH3117 DH3117! - Elev Factor x Scale Factor = Combined Factor DH3117!SPC MN S - 0.99995293 x 0.99994008 = 0.99989301 DH3117!UTM 15 - 0.99995293 x 0.99963692 = 0.99958987 DH3117 DH3117 SUPERSEDED SURVEY CONTROL DH3117 DH3117.No superseded survey control is available for this station. DH3117 DH3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4521189474(NAD 83) DH3117_MARKER: DM = MAGNETIC STATION DISK DH3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3117_STAMPING: JANESVILLE C 2003 DH3117_MARK LOGO: MN-161 DH3117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3117+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3117 DH3117 HISTORY - Date Condition Report By DH3117 HISTORY - 2003 MONUMENTED MN-161 DH3117 DH3117 STATION DESCRIPTION DH3117 DH3117'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3117'2.5 MILES (4.0 KM) NORTH EAST OF JANESVILLE, 3.0 MILES (4.8 KM) NORTH DH3117'EAST ALONG COUNTY ROAD 3 FROM JUNCTION OF COUNTY ROAD 3 AND TRUNK DH3117'HIGHWAY 14 IN JANESVIL LE, THENCE 0.2 MILES (0.3 KM) EAST ON 412TH DH3117'AVENUE, 1282 FEET (390.8 M) EAST OF COUNTY RO AD 3, 15 FEET (4.6 M) DH3117'NORTH OF 412TH AVENUE, 7 FEET (2.1 M) EAST OF POWER POLE, 1.8 FE ET DH3117'SOUTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3118 *********************************************************************** DH3118 DESIGNATION - JANESVILLE NW DH3118 PID - DH3118 DH3118 STATE/COUNTY- MN/WASECA DH3118 USGS QUAD - MADISON LAKE (1974) DH3118 DH3118 *CURRENT SURVEY CONTROL DH3118 ___________________________________________________________________ DH3118* NAD 83(1996)- 44 09 48.39526(N) 093 46 04.58462(W) ADJUSTED DH3118* NAVD 88 - 324.4 (meters) 1064. (feet) GPS OBS DH3118 ___________________________________________________________________ DH3118 X - -301,178.028 (meters) COMP DH3118 Y - -4,573,147.536 (meters) COMP DH3118 Z - 4,421,343.371 (meters) COMP DH3118 LAPLACE CORR- -1.91 (seconds) DEFLEC99 DH3118 ELLIP HEIGHT- 295.66 (meters) (04/27/05) GPS OBS DH3118 GEOID HEIGHT- -28.69 (meters) GEOID03 DH3118 DH3118 HORZ ORDER - FIRST DH3118 ELLP ORDER - FOURTH CLASS I DH3118 DH3118.The horizontal coordinates were established by GPS observations DH3118.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3118 DH3118.The orthometric height was determined by GPS observations and a DH3118.high-resolution geoid model. DH3118 DH3118.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3118 DH3118.The Laplace correction was computed from DEFLEC99 derived deflections. DH3118 DH3118.The ellipsoidal height was determined by GPS observations DH3118.and is referenced to NAD 83. DH3118 DH3118.The geoid height was determined by GEOID03. DH3118 DH3118; North East Units Scale Factor Converg. DH3118;SPC MN S - 229,298.238 818,560.314 MT 0.99993935 +0 09 45.6 DH3118;UTM 15 - 4,890,313.054 438,600.292 MT 0.99964636 -0 32 06.2 DH3118 DH3118! - Elev Factor x Scale Factor = Combined Factor DH3118!SPC MN S - 0.99995364 x 0.99993935 = 0.99989299 DH3118!UTM 15 - 0.99995364 x 0.99964636 = 0.99960002 DH3118 DH3118 SUPERSEDED SURVEY CONTROL DH3118 DH3118.No superseded survey control is available for this station. DH3118 DH3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3860090313(NAD 83) DH3118_MARKER: DM = MAGNETIC STATION DISK DH3118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3118_STAMPING: JANESVILLE NW 2003 DH3118_MARK LOGO: MN-161 DH3118_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3118+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3118 DH3118 HISTORY - Date Condition Report By DH3118 HISTORY - 2003 MONUMENTED MN-161 DH3118 DH3118 STATION DESCRIPTION DH3118 DH3118'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3118'2.0 MILES (3.2 KM) NORTH OF SMITHS MILL, 2.0 MILES (3.2 KM) NORTH DH3118'ALONG COUNTY ROAD 37 F ROM JUNCTION OF COUNTY ROAD 37 AND TRUNK DH3118'HIGHWAY 14 IN SMITHS MILL, 38 .5 FEET (15.2 CM) EAST OF COUNTY ROAD DH3118'37, 8.5 FEET (2.6 M) NORTH OF COUNTY ROAD 17, 66.5 FEET (20.3 M) NORTH DH3118'OF TELEPHONE PEDESTAL, 5.9 FEET (1.8 M) NORTH OF NORTH LEG OF SIGN DH3118'POST, 5.0 FEET (1.5 M) NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 OO0729 *********************************************************************** OO0729 DESIGNATION - KELLING OO0729 PID - OO0729 OO0729 STATE/COUNTY- MN/WASECA OO0729 USGS QUAD - WALDORF (1967) OO0729 OO0729 *CURRENT SURVEY CONTROL OO0729 ___________________________________________________________________ OO0729* NAD 83(1996)- 43 57 50.54654(N) 093 42 52.64871(W) ADJUSTED OO0729* NAVD 88 - 328.846 (meters) 1078.89 (feet) ADJUSTED OO0729 ___________________________________________________________________ OO0729 X - -297,920.971 (meters) COMP OO0729 Y - -4,588,805.942 (meters) COMP OO0729 Z - 4,405,424.780 (meters) COMP OO0729 LAPLACE CORR- -2.02 (seconds) DEFLEC99 OO0729 ELLIP HEIGHT- 299.86 (meters) (04/27/05) GPS OBS OO0729 GEOID HEIGHT- -28.98 (meters) GEOID03 OO0729 DYNAMIC HT - 328.776 (meters) 1078.66 (feet) COMP OO0729 MODELED GRAV- 980,396.9 (mgal) NAVD 88 OO0729 OO0729 HORZ ORDER - FIRST OO0729 VERT ORDER - SECOND CLASS I OO0729 ELLP ORDER - FOURTH CLASS I OO0729 OO0729.The horizontal coordinates were established by GPS observations OO0729.and adjusted by the MN DEPT OF TRANSP in April 2005. OO0729 OO0729.The orthometric height was determined by differential leveling OO0729.and adjusted by the National Geodetic Survey in June 1991. OO0729 OO0729.The X, Y, and Z were computed from the position and the ellipsoidal ht. OO0729 OO0729.The Laplace correction was computed from DEFLEC99 derived deflections. OO0729 OO0729.The ellipsoidal height was determined by GPS observations OO0729.and is referenced to NAD 83. OO0729 OO0729.The geoid height was determined by GEOID03. OO0729 OO0729.The dynamic height is computed by dividing the NAVD 88 OO0729.geopotential number by the normal gravity value computed on the OO0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OO0729.degrees latitude (g = 980.6199 gals.). OO0729 OO0729.The modeled gravity was interpolated from observed gravity values. OO0729 OO0729; North East Units Scale Factor Converg. OO0729;SPC MN S - 207,156.644 822,901.860 MT 0.99996575 +0 12 00.1 OO0729;UTM 15 - 4,868,127.133 442,670.956 MT 0.99964042 -0 29 46.0 OO0729 OO0729! - Elev Factor x Scale Factor = Combined Factor OO0729!SPC MN S - 0.99995298 x 0.99996575 = 0.99991873 OO0729!UTM 15 - 0.99995298 x 0.99964042 = 0.99959342 OO0729 OO0729: Primary Azimuth Mark Grid Az OO0729:SPC MN S - KELLING AZ MK 270 18 58.7 OO0729:UTM 15 - KELLING AZ MK 271 00 44.8 OO0729 OO0729|---------------------------------------------------------------------| OO0729| PID Reference Object Distance Geod. Az | OO0729| dddmmss.s | OO0729| CI5802 KELLING RM 1 8.880 METERS 14554 | OO0729| OO1226 WALDORF WATER TANK APPROX. 3.8 KM 1580305.3 | OO0729| CI5803 KELLING RM 2 9.707 METERS 22139 | OO0729| OO0727 KELLING AZ MK APPROX. 1.1 KM 2703058.8 | OO0729|---------------------------------------------------------------------| OO0729 OO0729 SUPERSEDED SURVEY CONTROL OO0729 OO0729 NAD 83(1996)- 43 57 50.54917(N) 093 42 52.64755(W) AD( ) 2 OO0729 NAD 83(1986)- 43 57 50.54363(N) 093 42 52.64687(W) AD( ) 2 OO0729 NAD 27 - 43 57 50.65594(N) 093 42 51.83734(W) AD( ) 2 OO0729 NAVD 88 (04/27/05) 328.85 (m) 1078.9 (f) LEVELING 3 OO0729 NGVD 29 (??/??/92) 328.812 (m) 1078.78 (f) ADJ UNCH 2 1 OO0729 OO0729.Superseded values are not recommended for survey control. OO0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OO0729.See file dsdata.txt to determine how the superseded data were derived. OO0729 OO0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4267168127(NAD 83) OO0729_MARKER: DH = HORIZONTAL CONTROL DISK OO0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT OO0729_SP_SET: CONCRETE POST OO0729_STAMPING: KELLING 1978 OO0729_MARK LOGO: MNDT OO0729_PROJECTION: RECESSED 5 CENTIMETERS OO0729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT OO0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL OO0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OO0729+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004 OO0729 OO0729 HISTORY - Date Condition Report By OO0729 HISTORY - 1978 MONUMENTED MNDT OO0729 HISTORY - 1979 GOOD MNDT OO0729 HISTORY - 20040608 GOOD MNDT OO0729 OO0729 STATION DESCRIPTION OO0729 OO0729'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH) OO0729'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF THE TOWN OF OO0729'WALDORF, IN THE NE 1/4 OF SECTION 28, T106N, R24W, ON THE SOUTH EDGE OO0729'OF COUNTY ROAD 21. OO0729' OO0729'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY OO0729'ROAD 4 AT THE WEST EDGE OF WALDORF, GO NORTHWEST ON TRUNK HIGHWAY 83 OO0729'FOR 2.55 MILES TO COUNTY ROAD 21 ON THE RIGHT, TURN RIGHT AND GO EAST OO0729'ON COUNTY ROAD 21 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT IN THE OO0729'NORTHWEST QUADRANT OF THE INTERSECTION, CONTINUE EAST ON COUNTY ROAD OO0729'21 FOR 0.75 MILE TO THE STATION ON THE RIGHT. OO0729' OO0729'THE STATION MARKS ARE STANDARD MNHD HORIZONTAL CONTROL MONUMENT DISKS OO0729'STAMPED---KELLING 1978---. THE SURFACE STATION DISK IS SET IN THE TOP OO0729'OF A 10 INCH ROUND CONCRETE MONUMENT THAT IS BURIED 0.2 FOOT BELOW THE OO0729'SURFACE OF THE GROUND. THE MARK IS 13.5 FEET SOUTH OF THE CENTER OF OO0729'COUNTY ROAD 21, 58.5 FEET EAST OF THE CENTER OF A FARM DRIVE, 34.0 OO0729'FEET NORTHEAST OF AN END FENCEPOST, AND 25.1 FEET NORTH OF A STEEL OO0729'WITNESS POST. THE UNDERGROUND STATION DISK IS SET IN AN IRREGULAR OO0729'MASS OF CONCRETE 4.5 FEET BELOW THE SURFACE OF THE GROUND. OO0729' OO0729'REFERENCE MARK NUMBER 1, A STANDARD MNHD REFERENCE MARK DISK OO0729'STAMPED---KELLING NO 1 1978---, IS SET IN THE TOP OF A 10 INCH ROUND OO0729'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE OO0729'MARK IS 38 FEET SOUTH OF THE CENTER OF THE ROAD, 1.5 FEET NORTH OF A OO0729'FENCE, AND 16.8 FEET EAST OF A STEEL WITNESS POST. OO0729' OO0729'REFERENCE MARK NUMBER 2, A STANDARD MNHD REFERENCE MARK DISK OO0729'STAMPED---KELLING NO 2 1978---, IS SET IN THE TOP OF A 10 INCH ROUND OO0729'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE OO0729'MARK IS 38 FEET SOUTH OF THE CENTER OF THE ROAD, 39 FEET EAST OF THE OO0729'CENTER OF A FARM DRIVE, 2.1 FEET NORTHEAST OF AN END FENCEPOST, 2.0 OO0729'FEET NORTH OF A FENCE, AND 21.0 FEET WEST OF A STEEL WITNESS POST. OO0729' OO0729'THE AZIMUTH MARK, A STANDARD MNHD AZIMUTH MARK DISK OO0729'STAMPED---KELLING 1978---, IS SET IN THE TOP OF A 10 INCH ROUND OO0729'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE OO0729'MARK IS 29.5 FEET NORTH OF THE CENTER OF COUNTY ROAD 21, 34 FEET WEST OO0729'OF THE CENTER OF THE ROAD, 94.5 FEET NORTHWEST OF POWER POLE NUMBER OO0729'30, 2.8 FEET SOUTHWEST OF A TELEPHONE POLE, AND 1.8 FEET SOUTH OF A OO0729'STEEL WITNESS POST. OO0729' OO0729'A STEEL ROD SET IN THE CONCRETE MONUMENTS NEAR THE DISKS MAKE ALL OF OO0729'THE MARKS MAGNETIC. OO0729 OO0729 STATION RECOVERY (1979) OO0729 OO0729'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 OO0729'2.2 MI NNW FROM WALDORF. OO0729'THE MARK IS LOCATED 2.1 MILES NORTHWEST ALONG TRUNK HIGHWAY 83 FROM OO0729'ITS JUNCTION WITH COUNTY ROAD 4 ON THE WEST EDGE OF WALDORF, THENCE OO0729'0.35 MILE NORTH ALONG A TOWNSHIP ROAD TO ITS JUNCTION WITH COUNTY RD. OO0729'21, THENCE 0.65 MILE EAST ALONG COUNTY ROAD 21. IT IS 14 FT. SOUTH OF OO0729'AND 1 FT. LOWER THAN THE CENTER OF COUNTY ROAD 21, 60 FT. EAST OF OO0729'THE CENTER OF A DRIVE, 34.1 FT. NORTHEAST OF A CORNER FENCE POST, 32.0 OO0729'FT. NORTHEAST OF REFERENCE MARK NUMBER 2, AND 29.1 FT. NORTHWEST OF OO0729'REFERENCE MARK NUMBER 1. THE MARK IS 25.4 FT. NORTH OF A STEEL WITNESS OO0729'POST. OO0729 OO0729 STATION RECOVERY (2004) OO0729 OO0729'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OO0729'2 MILES (3.2 KM) NORTH-NORTHWEST OF WALDORF, 13.5 FEET (4.1 M) SOUTH OO0729'OF COUNTY ROAD 21, 58.5 FEET (17.8 M) EAST OF FARM DRIVE, 29.14 FEET OO0729'(8.88 M) NORTHWEST OF REFERENCE MARK 1, 31.84 FEET (9.70 M) NORTHEAST OO0729'OF REFERENCE MARK 2, 3.2 FEET (1.0 M) NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3119 *********************************************************************** DH3119 DESIGNATION - NEW RICHLAND NE DH3119 PID - DH3119 DH3119 STATE/COUNTY- MN/WASECA DH3119 USGS QUAD - NEW RICHLAND (1967) DH3119 DH3119 *CURRENT SURVEY CONTROL DH3119 ___________________________________________________________________ DH3119* NAD 83(1996)- 43 55 40.55336(N) 093 25 36.45261(W) ADJUSTED DH3119* NAVD 88 - 370.1 (meters) 1214. (feet) GPS OBS DH3119 ___________________________________________________________________ DH3119 X - -275,033.108 (meters) COMP DH3119 Y - -4,593,053.926 (meters) COMP DH3119 Z - 4,402,564.642 (meters) COMP DH3119 LAPLACE CORR- 4.56 (seconds) DEFLEC99 DH3119 ELLIP HEIGHT- 341.25 (meters) (04/27/05) GPS OBS DH3119 GEOID HEIGHT- -28.85 (meters) GEOID03 DH3119 DH3119 HORZ ORDER - FIRST DH3119 ELLP ORDER - FOURTH CLASS I DH3119 DH3119.The horizontal coordinates were established by GPS observations DH3119.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3119 DH3119.The orthometric height was determined by GPS observations and a DH3119.high-resolution geoid model. DH3119 DH3119.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3119 DH3119.The Laplace correction was computed from DEFLEC99 derived deflections. DH3119 DH3119.The ellipsoidal height was determined by GPS observations DH3119.and is referenced to NAD 83. DH3119 DH3119.The geoid height was determined by GEOID03. DH3119 DH3119; North East Units Scale Factor Converg. DH3119;SPC MN S - 203,266.040 846,028.739 MT 0.99997181 +0 24 06.4 DH3119;UTM 15 - 4,863,956.922 465,740.895 MT 0.99961444 -0 17 45.9 DH3119 DH3119! - Elev Factor x Scale Factor = Combined Factor DH3119!SPC MN S - 0.99994649 x 0.99997181 = 0.99991830 DH3119!UTM 15 - 0.99994649 x 0.99961444 = 0.99956095 DH3119 DH3119 SUPERSEDED SURVEY CONTROL DH3119 DH3119.No superseded survey control is available for this station. DH3119 DH3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6574163957(NAD 83) DH3119_MARKER: DM = MAGNETIC STATION DISK DH3119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3119_STAMPING: NEW RICHLAND NE 2003 DH3119_MARK LOGO: MN-161 DH3119_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3119+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3119 DH3119 HISTORY - Date Condition Report By DH3119 HISTORY - 2003 MONUMENTED MN-161 DH3119 DH3119 STATION DESCRIPTION DH3119 DH3119'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3119'4.0 MILES (6.4 KM) NORTHEAST OF NEW RICHLAND, 3.0 MILES (4.8 KM) EAST DH3119'ALONG TRUNK HIGHWA Y 30 FROM JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK DH3119'HIGHWAY 13 IN NEW RIC HLAND, THENCE 2.5 MILES (4.0 KM) NORTH ON COUNTY DH3119'ROAD 63, 41 FEET (12.5 M) WEST OF COUNT Y ROAD 63, 6.5 FEET (2.0 M) DH3119'NORTHEAST OF POWER POLE, 28.5 FEET (8.7 M) SOUTH OF FIELD ENTRANCE, DH3119'5.5 FEET (1.7 M) WEST OF THE SOUTH END OF FIELD ENTRANCE CULVERT, 5 DH3119'FEET (1.5 M) NORTHEAST OF WITTNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3120 *********************************************************************** DH3120 DESIGNATION - OTISCO NE DH3120 PID - DH3120 DH3120 STATE/COUNTY- MN/WASECA DH3120 USGS QUAD - MERIDEN (1992) DH3120 DH3120 *CURRENT SURVEY CONTROL DH3120 ___________________________________________________________________ DH3120* NAD 83(1996)- 44 00 01.23311(N) 093 25 15.37491(W) ADJUSTED DH3120* NAVD 88 - 367.1 (meters) 1204. (feet) GPS OBS DH3120 ___________________________________________________________________ DH3120 X - -274,230.330 (meters) COMP DH3120 Y - -4,587,504.289 (meters) COMP DH3120 Z - 4,408,354.126 (meters) COMP DH3120 LAPLACE CORR- 4.48 (seconds) DEFLEC99 DH3120 ELLIP HEIGHT- 338.49 (meters) (04/27/05) GPS OBS DH3120 GEOID HEIGHT- -28.64 (meters) GEOID03 DH3120 DH3120 HORZ ORDER - FIRST DH3120 ELLP ORDER - FOURTH CLASS I DH3120 DH3120.The horizontal coordinates were established by GPS observations DH3120.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3120 DH3120.The orthometric height was determined by GPS observations and a DH3120.high-resolution geoid model. DH3120 DH3120.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3120 DH3120.The Laplace correction was computed from DEFLEC99 derived deflections. DH3120 DH3120.The ellipsoidal height was determined by GPS observations DH3120.and is referenced to NAD 83. DH3120 DH3120.The geoid height was determined by GEOID03. DH3120 DH3120; North East Units Scale Factor Converg. DH3120;SPC MN S - 211,314.579 846,441.890 MT 0.99996005 +0 24 21.2 DH3120;UTM 15 - 4,871,997.002 466,251.895 MT 0.99961401 -0 17 32.7 DH3120 DH3120! - Elev Factor x Scale Factor = Combined Factor DH3120!SPC MN S - 0.99994693 x 0.99996005 = 0.99990698 DH3120!UTM 15 - 0.99994693 x 0.99961401 = 0.99956096 DH3120 DH3120 SUPERSEDED SURVEY CONTROL DH3120 DH3120.No superseded survey control is available for this station. DH3120 DH3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6625271997(NAD 83) DH3120_MARKER: DM = MAGNETIC STATION DISK DH3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3120_STAMPING: OTISCO NE 2003 DH3120_MARK LOGO: MN-161 DH3120_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3120+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3120 DH3120 HISTORY - Date Condition Report By DH3120 HISTORY - 2003 MONUMENTED MN-161 DH3120 DH3120 STATION DESCRIPTION DH3120 DH3120'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3120'4.5 MILES (7.2 KM) NORTHEAST OF OTISCO, 2.2 MILES (3.5 KM) EAST ALONG DH3120'COUNTY ROAD 15 FRO M THE JUNCTION OF COUNTY ROAD 15 AND TRUNK HIGHWAY DH3120'13 IN OTISCO, THENC E 1.0 MILES (1.6 KM) NORTH ON COUNTY ROAD 5, DH3120'THENCE 2.O MILES EAST ON 305TH AVE NUE, 24 FEET (7.3 M) NORTH OF 305TH DH3120'AVENUE, 2795 FEET (851.9 M) EAST OF 168TH STREET, 16 .5 FEET (15.2 CM) DH3120'WEST OF FIELD ENTRANCE, 35 FEET (10.7 M) EAST/SOUTHEAST OF POWER POLE, DH3120'AT CREST OF HILL 3 FEET (0.9 M) EAST OF WITTNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3121 *********************************************************************** DH3121 DESIGNATION - ST MARY C DH3121 PID - DH3121 DH3121 STATE/COUNTY- MN/WASECA DH3121 USGS QUAD - WASECA (1991) DH3121 DH3121 *CURRENT SURVEY CONTROL DH3121 ___________________________________________________________________ DH3121* NAD 83(1996)- 44 03 04.92544(N) 093 35 14.41636(W) ADJUSTED DH3121* NAVD 88 - 337.0 (meters) 1106. (feet) GPS OBS DH3121 ___________________________________________________________________ DH3121 X - -287,304.427 (meters) COMP DH3121 Y - -4,582,734.023 (meters) COMP DH3121 Z - 4,412,409.873 (meters) COMP DH3121 LAPLACE CORR- 2.70 (seconds) DEFLEC99 DH3121 ELLIP HEIGHT- 308.20 (meters) (04/27/05) GPS OBS DH3121 GEOID HEIGHT- -28.82 (meters) GEOID03 DH3121 DH3121 HORZ ORDER - FIRST DH3121 ELLP ORDER - FOURTH CLASS I DH3121 DH3121.The horizontal coordinates were established by GPS observations DH3121.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3121 DH3121.The orthometric height was determined by GPS observations and a DH3121.high-resolution geoid model. DH3121 DH3121.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3121 DH3121.The Laplace correction was computed from DEFLEC99 derived deflections. DH3121 DH3121.The ellipsoidal height was determined by GPS observations DH3121.and is referenced to NAD 83. DH3121 DH3121.The geoid height was determined by GEOID03. DH3121 DH3121; North East Units Scale Factor Converg. DH3121;SPC MN S - 216,902.902 833,067.784 MT 0.99995271 +0 17 21.3 DH3121;UTM 15 - 4,877,745.890 452,951.326 MT 0.99962722 -0 24 30.2 DH3121 DH3121! - Elev Factor x Scale Factor = Combined Factor DH3121!SPC MN S - 0.99995168 x 0.99995271 = 0.99990439 DH3121!UTM 15 - 0.99995168 x 0.99962722 = 0.99957891 DH3121 DH3121 SUPERSEDED SURVEY CONTROL DH3121 DH3121.No superseded survey control is available for this station. DH3121 DH3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5295177746(NAD 83) DH3121_MARKER: DM = MAGNETIC STATION DISK DH3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3121_STAMPING: ST MARY C 2003 DH3121_MARK LOGO: MN-161 DH3121_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3121+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3121 DH3121 HISTORY - Date Condition Report By DH3121 HISTORY - 2003 MONUMENTED MN-161 DH3121 DH3121 STATION DESCRIPTION DH3121 DH3121'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3121'4.25 MILES (6.84 KM) SOUTHWEST OF WASECA, 2.0 MILES (3.2 KM) SOUTH DH3121'ALONG COUNTY ROAD 4 FR OM JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY DH3121'14 IN WASECA, 4.0 MILES (6.4 KM) WEST ON COUNTY ROAD 9, 37 FEET (11.3 DH3121'M) WEST OF 90TH STREET, 50 FEET (15.2 M) NORTH OF COUNTY ROAD 26, 37 DH3121'FEET (11.3 M) SOUTH OF FIELD ENTRANCE, 22 FEET (6.7 M) NORTHEAST OF DH3121'TELEPHONE PEDESTAL, 1.3 FEET (0.4 M) SE OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3122 *********************************************************************** DH3122 DESIGNATION - ST MARY NE DH3122 PID - DH3122 DH3122 STATE/COUNTY- MN/WASECA DH3122 USGS QUAD - WASECA (1991) DH3122 DH3122 *CURRENT SURVEY CONTROL DH3122 ___________________________________________________________________ DH3122* NAD 83(1996)- 44 06 07.13874(N) 093 32 48.48802(W) ADJUSTED DH3122* NAVD 88 - 353.3 (meters) 1159. (feet) GPS OBS DH3122 ___________________________________________________________________ DH3122 X - -283,820.858 (meters) COMP DH3122 Y - -4,579,043.071 (meters) COMP DH3122 Z - 4,416,461.859 (meters) COMP DH3122 LAPLACE CORR- 4.37 (seconds) DEFLEC99 DH3122 ELLIP HEIGHT- 324.66 (meters) (04/27/05) GPS OBS DH3122 GEOID HEIGHT- -28.65 (meters) GEOID03 DH3122 DH3122 HORZ ORDER - FIRST DH3122 ELLP ORDER - FOURTH CLASS I DH3122 DH3122.The horizontal coordinates were established by GPS observations DH3122.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3122 DH3122.The orthometric height was determined by GPS observations and a DH3122.high-resolution geoid model. DH3122 DH3122.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3122 DH3122.The Laplace correction was computed from DEFLEC99 derived deflections. DH3122 DH3122.The ellipsoidal height was determined by GPS observations DH3122.and is referenced to NAD 83. DH3122 DH3122.The geoid height was determined by GEOID03. DH3122 DH3122; North East Units Scale Factor Converg. DH3122;SPC MN S - 222,543.735 836,284.810 MT 0.99994621 +0 19 03.6 DH3122;UTM 15 - 4,883,345.304 456,235.758 MT 0.99962356 -0 22 50.0 DH3122 DH3122! - Elev Factor x Scale Factor = Combined Factor DH3122!SPC MN S - 0.99994909 x 0.99994621 = 0.99989531 DH3122!UTM 15 - 0.99994909 x 0.99962356 = 0.99957267 DH3122 DH3122 SUPERSEDED SURVEY CONTROL DH3122 DH3122.No superseded survey control is available for this station. DH3122 DH3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5623683345(NAD 83) DH3122_MARKER: DM = MAGNETIC STATION DISK DH3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3122_STAMPING: ST MARY NE 2003 DH3122_MARK LOGO: MN-161 DH3122_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3122+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3122 DH3122 HISTORY - Date Condition Report By DH3122 HISTORY - 2003 MONUMENTED MN-161 DH3122 DH3122 STATION DESCRIPTION DH3122 DH3122'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3122'2.25 MILES (3.62 KM) NORHTWEST OF WASECA, 1.75 MILES (2.82 KM) NORTH DH3122'ALONG TRUNK HIGHWAY 1 3 FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK DH3122'HIGHWAY 14 IN WASECA, TH ENCE 2.0 MILES (3.2 KM) WEST ON COUNTY ROAD DH3122'5, 33 FEET (10.1 M) SOUTH OF COUNTY ROAD 5, 84 FEET (25.6 M) EAST OF DH3122'COUNTY ROAD 27, IN SOUTH ISLAND OF TRUNK HIGHWAY 5 AN D TRUNK HIGHWAY DH3122'27, 1.0 FEET (0.3 M) SOUTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AI6557 *********************************************************************** AI6557 DESIGNATION - SWENSON AI6557 PID - AI6557 AI6557 STATE/COUNTY- MN/WASECA AI6557 USGS QUAD - WASECA (1991) AI6557 AI6557 *CURRENT SURVEY CONTROL AI6557 ___________________________________________________________________ AI6557* NAD 83(1996)- 44 03 56.64062(N) 093 31 05.12402(W) ADJUSTED AI6557* NAVD 88 - 350.250 (meters) 1149.11 (feet) ADJUSTED AI6557 ___________________________________________________________________ AI6557 X - -281,697.985 (meters) COMP AI6557 Y - -4,581,979.575 (meters) COMP AI6557 Z - 4,413,566.297 (meters) COMP AI6557 LAPLACE CORR- 4.49 (seconds) DEFLEC99 AI6557 ELLIP HEIGHT- 321.58 (meters) (07/31/00) GPS OBS AI6557 GEOID HEIGHT- -28.68 (meters) GEOID03 AI6557 DYNAMIC HT - 350.186 (meters) 1148.90 (feet) COMP AI6557 MODELED GRAV- 980,425.2 (mgal) NAVD 88 AI6557 AI6557 HORZ ORDER - FIRST AI6557 VERT ORDER - SECOND CLASS I AI6557 ELLP ORDER - FOURTH CLASS I AI6557 AI6557.The horizontal coordinates were established by GPS observations AI6557.and adjusted by the National Geodetic Survey in July 2000. AI6557 AI6557.The orthometric height was determined by differential leveling AI6557.and adjusted by the National Geodetic Survey in August 2004. AI6557 AI6557.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI6557 AI6557.The Laplace correction was computed from DEFLEC99 derived deflections. AI6557 AI6557.The ellipsoidal height was determined by GPS observations AI6557.and is referenced to NAD 83. AI6557 AI6557.The geoid height was determined by GEOID03. AI6557 AI6557.The dynamic height is computed by dividing the NAVD 88 AI6557.geopotential number by the normal gravity value computed on the AI6557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI6557.degrees latitude (g = 980.6199 gals.). AI6557 AI6557.The modeled gravity was interpolated from observed gravity values. AI6557 AI6557; North East Units Scale Factor Converg. AI6557;SPC MN S - 218,529.341 838,607.343 MT 0.99995079 +0 20 16.0 AI6557;UTM 15 - 4,879,304.227 458,508.462 MT 0.99962117 -0 21 37.2 AI6557 AI6557! - Elev Factor x Scale Factor = Combined Factor AI6557!SPC MN S - 0.99994958 x 0.99995079 = 0.99990037 AI6557!UTM 15 - 0.99994958 x 0.99962117 = 0.99957077 AI6557 AI6557 SUPERSEDED SURVEY CONTROL AI6557 AI6557 NAVD 88 (07/31/00) 350.25 (m) 1149.1 (f) LEVELING 3 AI6557 AI6557.Superseded values are not recommended for survey control. AI6557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI6557.See file dsdata.txt to determine how the superseded data were derived. AI6557 AI6557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5850879304(NAD 83) AI6557_MARKER: DD = SURVEY DISK AI6557_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI6557_STAMPING: SWENSON 1998 AI6557_MARK LOGO: MNDT AI6557_PROJECTION: FLUSH AI6557_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI6557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI6557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI6557+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 AI6557_ROD/PIPE-DEPTH: 20.1 meters AI6557 AI6557 HISTORY - Date Condition Report By AI6557 HISTORY - 1998 MONUMENTED MNDT AI6557 HISTORY - 19980406 GOOD MNDT AI6557 HISTORY - 19991123 GOOD MNDT AI6557 HISTORY - 20040526 GOOD MNDT AI6557 AI6557 STATION DESCRIPTION AI6557 AI6557'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) AI6557'THE MARK IS LOCATED 0.5 MI (0.8 KM) SSW OF WASECA, 0.85 MI (1.37 KM) AI6557'SOUTH ALONG TH 13 FROM JCT OF TH 14 AND TH 13 IN WASECA, THEN 0.05 AI6557'SOUTH ON UNIVERSITY DR, THEN 0.20 MI (0.32 KM) WEST ON UNIVERSITY DR, AI6557'THEN 0.30 MI (0.48 KM) WEST ON 350TH AVE (CO RD 57) , 37 FT (11.3 M) AI6557'SOUTH OF CO RD 57, 16 FT (4.9 M) EAST OF ENT, 20.4 FT (6.2 M) WNW OF AI6557'P-POLE, AND 4.8 FT (1.5 M) WEST OF WIT POST. AI6557 AI6557 STATION RECOVERY (1998) AI6557 AI6557'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) AI6557'THE MARK IS LOCATED 0.5 MI (0.8 KM) SSW OF WASECA, 0.85 MI (1.37 KM) AI6557'SOUTH ALONG TH 13 FROM JCT OF TH 14 AND TH 13 IN WASECA, THEN 0.05 AI6557'SOUTH ON UNIVERSITY DR, THEN 0.20 MI (0.32 KM) WEST ON UNIVERSITY DR, AI6557'THEN 0.30 MI (0.48 KM) WEST ON 350TH AVE (CO RD 57) , 37 FT (11.3 M) AI6557'SOUTH OF CO RD 57, 16 FT (4.9 M) EAST OF ENT, 20.4 FT (6.2 M) WNW OF AI6557'P-POLE, AND 4.8 FT (1.5 M) WEST OF WIT POST. AI6557 AI6557 STATION RECOVERY (1999) AI6557 AI6557'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH) AI6557'THE MARK IS LOCATED 0.5 MI (0.8 KM) SSW OF WASECA, 0.85 MI (1.37 KM) AI6557'SOUTH ALONG TH 13 FROM JCT OF TH 14 AND TH 13 IN WASECA, THEN 0.05 AI6557'SOUTH ON UNIVERSITY DR, THEN 0.20 MI (0.32 KM) WEST ON UNIVERSITY DR, AI6557'THEN 0.30 MI (0.48 KM) WEST ON 350TH AVE (CO RD 57) , 37 FT (11.3 M) AI6557'SOUTH OF CO RD 57, 16 FT (4.9 M) EAST OF ENT, 20.4 FT (6.2 M) WNW OF AI6557'P-POLE, AND 4.8 FT (1.5 M) WEST OF WIT POST. AI6557 AI6557 STATION RECOVERY (2004) AI6557 AI6557'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) AI6557'THE MARK IS LOCATED 0.5 MILES (0.8 KM) SOUTH-SOUTHWEST OF WASECA. GO AI6557'0.25 MILES (0.40 KM) WEST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF AI6557'TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 13 IN WASECA, THENCE 0.83 MILES AI6557'(1.34 KM) SOUTH ON 4TH STREET SOU THWEST, THENCE 0.3 MILES (0.5 KM) AI6557'WEST ON COUNTY ROAD 57 (3RD SOUTH AVENUE) , TH E MARK IS 37.3 FEET AI6557'(11.4 M) SOUTH OF COUNTY ROAD 57, 16.2 FEET (4.9 M) EAST OF FIELD E AI6557'NTRANCE, 20.4 FEET (6.2 M) WEST-NORTHWEST OF POWER POLE, 4.8 FEET (1.5 AI6557'M) WEST OF WITN ESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC4907 *********************************************************************** AC4907 CBN - This is a Cooperative Base Network Control Station. AC4907 DESIGNATION - VIVIAN AC4907 PID - AC4907 AC4907 STATE/COUNTY- MN/WASECA AC4907 USGS QUAD - OTISCO (1967) AC4907 AC4907 *CURRENT SURVEY CONTROL AC4907 ___________________________________________________________________ AC4907* NAD 83(1996)- 43 52 37.56991(N) 093 35 13.93341(W) ADJUSTED AC4907* NAVD 88 - 356.6 (meters) 1170. (feet) GPS OBS AC4907 ___________________________________________________________________ AC4907 X - -288,135.636 (meters) COMP AC4907 Y - -4,596,164.793 (meters) COMP AC4907 Z - 4,398,485.683 (meters) COMP AC4907 LAPLACE CORR- 0.38 (seconds) DEFLEC99 AC4907 ELLIP HEIGHT- 327.50 (meters) (01/15/97) GPS OBS AC4907 GEOID HEIGHT- -29.15 (meters) GEOID03 AC4907 AC4907 HORZ ORDER - B AC4907 ELLP ORDER - FOURTH CLASS I AC4907 AC4907.The horizontal coordinates were established by GPS observations AC4907.and adjusted by the National Geodetic Survey in January 1997. AC4907 AC4907.The orthometric height was determined by GPS observations and a AC4907.high-resolution geoid model. AC4907 AC4907.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4907 AC4907.The Laplace correction was computed from DEFLEC99 derived deflections. AC4907 AC4907.The ellipsoidal height was determined by GPS observations AC4907.and is referenced to NAD 83. AC4907 AC4907.The geoid height was determined by GEOID03. AC4907 AC4907; North East Units Scale Factor Converg. AC4907;SPC MN S - 197,540.960 833,176.312 MT 0.99998100 +0 17 21.6 AC4907;UTM 15 - 4,858,390.620 452,824.361 MT 0.99962737 -0 24 25.2 AC4907 AC4907! - Elev Factor x Scale Factor = Combined Factor AC4907!SPC MN S - 0.99994865 x 0.99998100 = 0.99992965 AC4907!UTM 15 - 0.99994865 x 0.99962737 = 0.99957604 AC4907 AC4907 SUPERSEDED SURVEY CONTROL AC4907 AC4907.No superseded survey control is available for this station. AC4907 AC4907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5282458391(NAD 83) AC4907_MARKER: I = METAL ROD AC4907_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AC4907_STAMPING: VIVIAN 1995 AC4907_MARK LOGO: MNDT AC4907_PROJECTION: FLUSH AC4907_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC4907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4907+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004 AC4907_ROD/PIPE-DEPTH: 9.8 meters AC4907 AC4907 HISTORY - Date Condition Report By AC4907 HISTORY - 1994 MONUMENTED MNDT AC4907 HISTORY - 19980406 GOOD MNDT AC4907 HISTORY - 19991123 GOOD MNDT AC4907 HISTORY - 20000510 GOOD MNDT AC4907 HISTORY - 20040602 GOOD MNDT AC4907 AC4907 STATION DESCRIPTION AC4907 AC4907'DESCRIBED BY MN DEPT OF TRANSP 1994 AC4907'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1994. THE MARK IS AC4907'LOCATED ABOUT 5 MI (8.0 KM) WEST OF THE TOWN OF NEW RICHLAND IN THE NW AC4907'1/4 OF SECTION 27, T105N, R23W. TO REACH THE MARK FROM THE JCT OF TH AC4907'30 AND TH 13 IN NEW RICHLAND, GO WEST ON TH 30 FOR 5.0 MI (8.0 KM) TO AC4907'TH 30 MP 163.45, THEN GO SOUTH ON CO RD 59 FOR 1.0 MI (1.6 KM) TO THE AC4907'MARK ON THE LEFT. THE MARK IS 38.0 FT (11.6 M) NE OF CO RD 59, 26.0 AC4907'FT (7.9 M) SOUTH OF A FIELD ENT, 91.0 FT (27.7 M) NORTH OF A P-POLE, AC4907'AND 4.9 FT (1.5 M) NORTH OF A WIT POST. THE MARK IS A PUNCH MARK ON AC4907'THE TOP OF A DRIVEN 1/2 INCH DIAMETER BY 32 FT (9.8 M) LONG STAINLESS AC4907'STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE. ACCESS TO THE AC4907'DATUM POINT IS THROUGH A 5 INCH LOGO CAP THAT IS FLUSH WITH THE AC4907'GROUND, STAMPED---VIVIAN 1995---, SET ON TOP OF A 5 INCH DIAMETER BY AC4907'24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN AC4907'CONCRETE. A METAL SPIKE WAS PLACED IN THE SILICA SAND MAKING THE MARK AC4907'MAGNETIC. DESCRIBED BY DAVID K. HERDER, TYPED BY J.E.M. AC4907 AC4907 STATION RECOVERY (1998) AC4907 AC4907'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) AC4907'THE MARK WAS RECOVERED AS DESCRIBED. AC4907 AC4907 STATION RECOVERY (1999) AC4907 AC4907'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH) AC4907'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) WEST OF THE TOWN OF NEW AC4907'RICHLAND, 5.0 MI WEST ON TH 30 FROM JCT OF TH 13 AND TH 30 IN NEW AC4907'RICHLAND TO TH 30 MP 163.45, THEN GO SOUTH ON CO RD 59 FOR 1.0 MI (1.6 AC4907'KM) TO THE MARK ON THE LEFT. THE MARK IS 38.0 FT (11.6 M) NE OF CO RD AC4907'59, 26.0 FT (7.9 M) SOUTH OF A FIELD ENT, 91.0 FT (27.7 M) NORTH OF A AC4907'P-POLE, AND 4.9 FT (1.5 M) NORTH OF A WIT POST. THE MARK IS A PUNCH AC4907'MARK ON THE TOP OF A DRIVEN 1/2 INCH DIAMETER BY 32 FT (9.8 M) LONG AC4907'STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE. AC4907'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP THAT IS FLUSH AC4907'WITH THE GROUND, STAMPED---VIVIAN 1995---, SET ON TOP OF A 5 INCH AC4907'DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND AC4907'SET IN CONCRETE. A METAL SPIKE WAS PLACED IN THE SILICA SAND MAKING AC4907'THE MARK MAGNETIC. AC4907 AC4907 STATION RECOVERY (2000) AC4907 AC4907'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (SS) AC4907'RECOVERED AS DESCRIBED. AC4907 AC4907 STATION RECOVERY (2004) AC4907 AC4907'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) AC4907'5 MILES (8.0 KM) WEST OF NEW RICHLAND, 5.0 MILES (8.0 KM) WEST ALONG AC4907'TRUNK HIGHWAY 30 FR OM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY AC4907'30 IN NEW RICHLAND T O TRUNK HIGHWAY 30 MILEPOINT 163.45 THENCE 1.0 AC4907'MILES (1.6 KM) SOUTH ON COUNTY R OAD 59, 38.0 FEET (11.6 M) EAST OF AC4907'COUNTY ROAD 59, 26 FEET (7.9 M) SOUTH OF FIELD ENTRA NCE, 91.0 FEET AC4907'(27.7 M) NORTH OF POWER POLE, 4.9 FEET (1.5 M) NORTH OF WITNESS POST, AC4907'STATION IS A PUNCH MARK ON A 32 FEET (9.8 M) LONG DRIVEN STAINLESS AC4907'STEEL ROD WITH A 3 FOOT PLASTIC STABILIZER SLEEVE. ACCESS COVER IS AC4907'FLUSH, MAGNETIC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3123 *********************************************************************** DH3123 DESIGNATION - VIVIAN SW DH3123 PID - DH3123 DH3123 STATE/COUNTY- MN/WASECA DH3123 USGS QUAD - MATAWAN (1967) DH3123 DH3123 *CURRENT SURVEY CONTROL DH3123 ___________________________________________________________________ DH3123* NAD 83(1996)- 43 51 31.77817(N) 093 43 38.35231(W) ADJUSTED DH3123* NAVD 88 - 331.7 (meters) 1088. (feet) GPS OBS DH3123 ___________________________________________________________________ DH3123 X - -299,464.964 (meters) COMP DH3123 Y - -4,596,832.802 (meters) COMP DH3123 Z - 4,397,004.443 (meters) COMP DH3123 LAPLACE CORR- -3.05 (seconds) DEFLEC99 DH3123 ELLIP HEIGHT- 302.62 (meters) (04/27/05) GPS OBS DH3123 GEOID HEIGHT- -29.09 (meters) GEOID03 DH3123 DH3123 HORZ ORDER - FIRST DH3123 ELLP ORDER - FOURTH CLASS I DH3123 DH3123.The horizontal coordinates were established by GPS observations DH3123.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3123 DH3123.The orthometric height was determined by GPS observations and a DH3123.high-resolution geoid model. DH3123 DH3123.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3123 DH3123.The Laplace correction was computed from DEFLEC99 derived deflections. DH3123 DH3123.The ellipsoidal height was determined by GPS observations DH3123.and is referenced to NAD 83. DH3123 DH3123.The geoid height was determined by GEOID03. DH3123 DH3123; North East Units Scale Factor Converg. DH3123;SPC MN S - 195,463.207 821,922.028 MT 0.99998450 +0 11 28.1 DH3123;UTM 15 - 4,856,450.350 441,549.607 MT 0.99964202 -0 30 14.3 DH3123 DH3123! - Elev Factor x Scale Factor = Combined Factor DH3123!SPC MN S - 0.99995255 x 0.99998450 = 0.99993705 DH3123!UTM 15 - 0.99995255 x 0.99964202 = 0.99959459 DH3123 DH3123 SUPERSEDED SURVEY CONTROL DH3123 DH3123.No superseded survey control is available for this station. DH3123 DH3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4155056450(NAD 83) DH3123_MARKER: DD = SURVEY DISK DH3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3123_STAMPING: VIVIAN-SW 2003 DH3123_MARK LOGO: MN-161 DH3123_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3123+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3123 DH3123 HISTORY - Date Condition Report By DH3123 HISTORY - 2003 MONUMENTED MN-161 DH3123 DH3123 STATION DESCRIPTION DH3123 DH3123'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3123'5.0 MILES (8.0 KM) SOUTHWEST OF WALDORF, 2.5 MILES (4.0 KM) SOUTH DH3123'ALONG TRUNK HIGHWAY 83 FROM JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY DH3123'ROAD 3 IN WALDORF, THENC E 1.5 MILES (2.4 KM) WEST ON TRUNK HIGHWAY DH3123'30, THENCE 2.0 MILES (3.2 KM) SOUTH ON COUNTY ROAD 3, 27 FEET (8.2 M) DH3123'NORTH OF 208TH AVENUE , 79 FEET (24.1 M) EAST OF COUNTY ROAD 3 , 23 DH3123'FEET (7.0 M) WEST OF FIELD ENTRANCE, 8 FEET (2.4 M) EAST OF TELEPHONE DH3123'PEDESTAL, 2 FEET (0.6 M) SOUTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3124 *********************************************************************** DH3124 DESIGNATION - WASECA FAIRGROUNDS DH3124 PID - DH3124 DH3124 STATE/COUNTY- MN/WASECA DH3124 USGS QUAD - WASECA (1991) DH3124 DH3124 *CURRENT SURVEY CONTROL DH3124 ___________________________________________________________________ DH3124* NAD 83(1996)- 44 05 08.03738(N) 093 30 04.58292(W) ADJUSTED DH3124* NAVD 88 - 346.1 (meters) 1135. (feet) GPS OBS DH3124 ___________________________________________________________________ DH3124 X - -280,259.312 (meters) COMP DH3124 Y - -4,580,529.038 (meters) COMP DH3124 Z - 4,415,146.692 (meters) COMP DH3124 LAPLACE CORR- 4.95 (seconds) DEFLEC99 DH3124 ELLIP HEIGHT- 317.50 (meters) (04/27/05) GPS OBS DH3124 GEOID HEIGHT- -28.60 (meters) GEOID03 DH3124 DH3124 HORZ ORDER - FIRST DH3124 ELLP ORDER - FOURTH CLASS I DH3124 DH3124.The horizontal coordinates were established by GPS observations DH3124.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3124 DH3124.The orthometric height was determined by GPS observations and a DH3124.high-resolution geoid model. DH3124 DH3124.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3124 DH3124.The Laplace correction was computed from DEFLEC99 derived deflections. DH3124 DH3124.The ellipsoidal height was determined by GPS observations DH3124.and is referenced to NAD 83. DH3124 DH3124.The geoid height was determined by GEOID03. DH3124 DH3124; North East Units Scale Factor Converg. DH3124;SPC MN S - 220,740.926 839,941.143 MT 0.99994823 +0 20 58.5 DH3124;UTM 15 - 4,881,498.671 459,868.666 MT 0.99961981 -0 20 55.5 DH3124 DH3124! - Elev Factor x Scale Factor = Combined Factor DH3124!SPC MN S - 0.99995022 x 0.99994823 = 0.99989845 DH3124!UTM 15 - 0.99995022 x 0.99961981 = 0.99957005 DH3124 DH3124 SUPERSEDED SURVEY CONTROL DH3124 DH3124.No superseded survey control is available for this station. DH3124 DH3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5986981499(NAD 83) DH3124_MARKER: DM = MAGNETIC STATION DISK DH3124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3124_STAMPING: WASECA FAIRGROUNDS 2003 DH3124_MARK LOGO: MN-161 DH3124_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3124+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3124 DH3124 HISTORY - Date Condition Report By DH3124 HISTORY - 2003 MONUMENTED MN-161 DH3124 DH3124 STATION DESCRIPTION DH3124 DH3124'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3124'THE MARK IS LOCATED IN WASECA, 0.5 MILES (0.8 KM) NORTH ALONG TRUNK DH3124'HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 14 DH3124'IN WASECA, FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND 7TH AVENUE IN DH3124'WASECA GO 1 BL OCK EAST ON 7TH AVENUE, THENCE NORTH 1 BLOCK ON 3RD DH3124'STREET NORTHEAST, THENCE 880FT EAST ON 8TH AVENUE, THE MARK IS 24 FEET DH3124'(7.3 M) NORTH OF 8TH AVEN UE NORTHEAST, 880 FEET (268.2 M) EAST OF 3RD DH3124'STREET NORTHEAST, 10 FEET (3.0 M) NORTH OF WATER HYDRANT, ACROSS FROM DH3124'512 8TH AVENUE NORTHEAST, 1.0 FEET (0.3 M) SOUTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3125 *********************************************************************** DH3125 DESIGNATION - WASECA HWY DEPT DH3125 PID - DH3125 DH3125 STATE/COUNTY- MN/WASECA DH3125 USGS QUAD - WASECA (1991) DH3125 DH3125 *CURRENT SURVEY CONTROL DH3125 ___________________________________________________________________ DH3125* NAD 83(1996)- 44 03 50.08465(N) 093 30 06.04905(W) ADJUSTED DH3125* NAVD 88 - 350.01 (meters) 1148.3 (feet) LEVELING DH3125 ___________________________________________________________________ DH3125 X - -280,394.265 (meters) COMP DH3125 Y - -4,582,200.388 (meters) COMP DH3125 Z - 4,413,420.745 (meters) COMP DH3125 LAPLACE CORR- 4.78 (seconds) DEFLEC99 DH3125 ELLIP HEIGHT- 321.37 (meters) (04/27/05) GPS OBS DH3125 GEOID HEIGHT- -28.65 (meters) GEOID03 DH3125 DH3125 HORZ ORDER - FIRST DH3125 VERT ORDER - THIRD ? DH3125 ELLP ORDER - FOURTH CLASS I DH3125 DH3125.The horizontal coordinates were established by GPS observations DH3125.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3125 DH3125.The orthometric height was determined by differential leveling. DH3125.The vertical network tie was performed by a horz. field party for horz. DH3125.obs reductions. Reset procedures were used to establish the elevation. DH3125 DH3125.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3125 DH3125.The Laplace correction was computed from DEFLEC99 derived deflections. DH3125 DH3125.The ellipsoidal height was determined by GPS observations DH3125.and is referenced to NAD 83. DH3125 DH3125.The geoid height was determined by GEOID03. DH3125 DH3125; North East Units Scale Factor Converg. DH3125;SPC MN S - 218,334.888 839,923.195 MT 0.99995103 +0 20 57.4 DH3125;UTM 15 - 4,879,093.824 459,821.413 MT 0.99961985 -0 20 56.1 DH3125 DH3125! - Elev Factor x Scale Factor = Combined Factor DH3125!SPC MN S - 0.99994961 x 0.99995103 = 0.99990064 DH3125!UTM 15 - 0.99994961 x 0.99961985 = 0.99956948 DH3125 DH3125 SUPERSEDED SURVEY CONTROL DH3125 DH3125.No superseded survey control is available for this station. DH3125 DH3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5982179094(NAD 83) DH3125_MARKER: DD = SURVEY DISK DH3125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3125_STAMPING: WASECA HWY DEPT 2003 DH3125_MARK LOGO: MN-161 DH3125_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3125+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3125 DH3125 HISTORY - Date Condition Report By DH3125 HISTORY - 2003 MONUMENTED MN-161 DH3125 DH3125 STATION DESCRIPTION DH3125 DH3125'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3125'IN WASECA, 1.0 MILES (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 13 FROM DH3125'JUNCTION OF TRU NK HIGHWAY 13 AND TRUNK HIGHWAY 14 IN WASECA, 98.5 DH3125'FEET (30.0 M) EAST OF 5TH ST REET SOUTHEAST, 20 FEET (6.1 M) SOUTH OF DH3125'HIGHWAY DEPARTMENT ENTRANCE, 16.5 FEE T SOUTH/SOUTHWEST OF LIGHT POLE, DH3125'NORTH END OF WEST BERM, 1.0 FEET (0.3 M) NORT H OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3126 *********************************************************************** DH3126 DESIGNATION - WILTON C DH3126 PID - DH3126 DH3126 STATE/COUNTY- MN/WASECA DH3126 USGS QUAD - OTISCO (1967) DH3126 DH3126 *CURRENT SURVEY CONTROL DH3126 ___________________________________________________________________ DH3126* NAD 83(1996)- 43 58 43.64989(N) 093 35 12.77674(W) ADJUSTED DH3126* NAVD 88 - 340.4 (meters) 1117. (feet) GPS OBS DH3126 ___________________________________________________________________ DH3126 X - -287,618.721 (meters) COMP DH3126 Y - -4,588,331.322 (meters) COMP DH3126 Z - 4,406,612.471 (meters) COMP DH3126 LAPLACE CORR- 1.76 (seconds) DEFLEC99 DH3126 ELLIP HEIGHT- 311.48 (meters) (04/27/05) GPS OBS DH3126 GEOID HEIGHT- -28.97 (meters) GEOID03 DH3126 DH3126 HORZ ORDER - FIRST DH3126 ELLP ORDER - FOURTH CLASS I DH3126 DH3126.The horizontal coordinates were established by GPS observations DH3126.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3126 DH3126.The orthometric height was determined by GPS observations and a DH3126.high-resolution geoid model. DH3126 DH3126.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3126 DH3126.The Laplace correction was computed from DEFLEC99 derived deflections. DH3126 DH3126.The ellipsoidal height was determined by GPS observations DH3126.and is referenced to NAD 83. DH3126 DH3126.The geoid height was determined by GEOID03. DH3126 DH3126; North East Units Scale Factor Converg. DH3126;SPC MN S - 208,839.365 833,145.034 MT 0.99996338 +0 17 22.4 DH3126;UTM 15 - 4,869,684.677 452,930.435 MT 0.99962725 -0 24 27.1 DH3126 DH3126! - Elev Factor x Scale Factor = Combined Factor DH3126!SPC MN S - 0.99995116 x 0.99996338 = 0.99991454 DH3126!UTM 15 - 0.99995116 x 0.99962725 = 0.99957843 DH3126 DH3126 SUPERSEDED SURVEY CONTROL DH3126 DH3126.No superseded survey control is available for this station. DH3126 DH3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5293069685(NAD 83) DH3126_MARKER: DM = MAGNETIC STATION DISK DH3126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3126_STAMPING: WILTON C 2003 DH3126_MARK LOGO: MN-161 DH3126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3126+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3126 DH3126 HISTORY - Date Condition Report By DH3126 HISTORY - 2003 MONUMENTED MN-161 DH3126 DH3126 STATION DESCRIPTION DH3126 DH3126'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3126'THE MARK IS LOCATED 3.5 MILES (5.6 KM) SOUTHWEST OF WILTON. GO 6.45 DH3126'MILES (10.38 KM) WEST AND SOUTHWEST ALONG COUNTY ROAD 4 FROM THE DH3126'JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 4 NEAR WILTON, THENCE 1.0 DH3126'MILES (1.6 KM) EAST ON 290TH AVENU E, AT TEE INTERSECTION. THE MARK DH3126'IS 34.0 FEET (10.4 M) NORTH OF 290TH AVENU, 7 0.1 FEET (3.0 CM) EASST DH3126'OF CABLE BOX, 14.2 FEET (4.3 M) WEST OF FIELD ENTRANCE, 1.0 FEE T EAST DH3126'OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3127 *********************************************************************** DH3127 DESIGNATION - WILTON SE DH3127 PID - DH3127 DH3127 STATE/COUNTY- MN/WASECA DH3127 USGS QUAD - OTISCO (1967) DH3127 DH3127 *CURRENT SURVEY CONTROL DH3127 ___________________________________________________________________ DH3127* NAD 83(1996)- 43 56 18.44110(N) 093 33 24.60127(W) ADJUSTED DH3127* NAVD 88 - 353.1 (meters) 1158. (feet) GPS OBS DH3127 ___________________________________________________________________ DH3127 X - -285,405.906 (meters) COMP DH3127 Y - -4,591,595.714 (meters) COMP DH3127 Z - 4,403,394.896 (meters) COMP DH3127 LAPLACE CORR- 1.93 (seconds) DEFLEC99 DH3127 ELLIP HEIGHT- 324.08 (meters) (04/27/05) GPS OBS DH3127 GEOID HEIGHT- -29.02 (meters) GEOID03 DH3127 DH3127 HORZ ORDER - FIRST DH3127 ELLP ORDER - FOURTH CLASS I DH3127 DH3127.The horizontal coordinates were established by GPS observations DH3127.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3127 DH3127.The orthometric height was determined by GPS observations and a DH3127.high-resolution geoid model. DH3127 DH3127.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3127 DH3127.The Laplace correction was computed from DEFLEC99 derived deflections. DH3127 DH3127.The ellipsoidal height was determined by GPS observations DH3127.and is referenced to NAD 83. DH3127 DH3127.The geoid height was determined by GEOID03. DH3127 DH3127; North East Units Scale Factor Converg. DH3127;SPC MN S - 204,370.442 835,580.163 MT 0.99997000 +0 18 38.3 DH3127;UTM 15 - 4,865,187.993 455,310.205 MT 0.99962456 -0 23 11.0 DH3127 DH3127! - Elev Factor x Scale Factor = Combined Factor DH3127!SPC MN S - 0.99994918 x 0.99997000 = 0.99991919 DH3127!UTM 15 - 0.99994918 x 0.99962456 = 0.99957376 DH3127 DH3127 SUPERSEDED SURVEY CONTROL DH3127 DH3127.No superseded survey control is available for this station. DH3127 DH3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5531065188(NAD 83) DH3127_MARKER: DM = MAGNETIC STATION DISK DH3127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3127_STAMPING: WILTON SE 2003 DH3127_MARK LOGO: MN-161 DH3127_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3127+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3127 DH3127 HISTORY - Date Condition Report By DH3127 HISTORY - 2003 MONUMENTED MN-161 DH3127 DH3127 STATION DESCRIPTION DH3127 DH3127'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3127'THE MARK IS LOCATED 4.0 MILES (6.4 KM) SOUTHWEST OF OTISCO. GO 2.75 DH3127'MILES (4.43 KM) WEST ALONG COUNTY ROAD 15 FROM THE JUNCTION OF TRUNK DH3127'HIGHWAY 13 AND COUNTY ROAD 15 NEAR OTISCO, THENCE 2.0 MILES (3.2 KM) DH3127'SOUTHWEST ON COUNTY ROAD 23, TH ENCE 0.8 MILES (1.3 KM) SOUTH ON DH3127'COUNTY ROAD 12. THE MARK IS 1200 FEET (365.8 M) NORTH OF 260TH DH3127'AVENUE, 28.5 FEET (8.7 M) WEST OF COUNTY ROAD 12, 15.2 FEET (4.6 M) DH3127'SOUTH OF FI ELD ENTRANCE, 1.8 FEET (0.5 M) NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DH3128 *********************************************************************** DH3128 DESIGNATION - WOODVILLE SW DH3128 PID - DH3128 DH3128 STATE/COUNTY- MN/WASECA DH3128 USGS QUAD - WASECA (1991) DH3128 DH3128 *CURRENT SURVEY CONTROL DH3128 ___________________________________________________________________ DH3128* NAD 83(1996)- 44 01 46.78802(N) 093 31 01.33829(W) ADJUSTED DH3128* NAVD 88 - 343.5 (meters) 1127. (feet) GPS OBS DH3128 ___________________________________________________________________ DH3128 X - -281,784.533 (meters) COMP DH3128 Y - -4,584,761.207 (meters) COMP DH3128 Z - 4,410,680.674 (meters) COMP DH3128 LAPLACE CORR- 4.20 (seconds) DEFLEC99 DH3128 ELLIP HEIGHT- 314.71 (meters) (04/27/05) GPS OBS DH3128 GEOID HEIGHT- -28.76 (meters) GEOID03 DH3128 DH3128 HORZ ORDER - FIRST DH3128 ELLP ORDER - FOURTH CLASS I DH3128 DH3128.The horizontal coordinates were established by GPS observations DH3128.and adjusted by the MN DEPT OF TRANSP in April 2005. DH3128 DH3128.The orthometric height was determined by GPS observations and a DH3128.high-resolution geoid model. DH3128 DH3128.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3128 DH3128.The Laplace correction was computed from DEFLEC99 derived deflections. DH3128 DH3128.The ellipsoidal height was determined by GPS observations DH3128.and is referenced to NAD 83. DH3128 DH3128.The geoid height was determined by GEOID03. DH3128 DH3128; North East Units Scale Factor Converg. DH3128;SPC MN S - 214,522.225 838,715.267 MT 0.99995574 +0 20 18.7 DH3128;UTM 15 - 4,875,297.424 458,567.543 MT 0.99962111 -0 21 33.7 DH3128 DH3128! - Elev Factor x Scale Factor = Combined Factor DH3128!SPC MN S - 0.99995065 x 0.99995574 = 0.99990640 DH3128!UTM 15 - 0.99995065 x 0.99962111 = 0.99957178 DH3128 DH3128 SUPERSEDED SURVEY CONTROL DH3128 DH3128.No superseded survey control is available for this station. DH3128 DH3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5856875297(NAD 83) DH3128_MARKER: DM = MAGNETIC STATION DISK DH3128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3128_STAMPING: WOODVILLE SW 2003 DH3128_MARK LOGO: MN-161 DH3128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3128+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3128 DH3128 HISTORY - Date Condition Report By DH3128 HISTORY - 2003 MONUMENTED MN-161 DH3128 DH3128 STATION DESCRIPTION DH3128 DH3128'DESCRIBED BY WASECA COUNTY MINNESOTA 2003 DH3128'1.5 MILES (2.4 KM) NORTHEAST OF WILTON, 2.0 MILES (3.2 KM) NORTHEAST DH3128'ALONG COUNTY ROAD 4 FROM JUNCTION OF COUNTY ROAD 4 AND COUNTY ROAD 23 DH3128'IN WILTON, 34 FEET (10.4 M) NORTH OF COUNTY ROAD 75, 99 FEET (30.2 M) DH3128'WEST OF COUNTY ROAD 4, 50 FEET (15.2 M) WEST/S OUTHWEST OF TELEPHONE DH3128'PEDESTAL, 76 FEET (23.2 M) NORTHWEST OF POWER POLE, 1.5 F EET SOUTH OF DH3128'WITTNESS POST.