1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 DE6180 *********************************************************************** DE6180 DESIGNATION - 1113 A DE6180 PID - DE6180 DE6180 STATE/COUNTY- MN/CASS DE6180 USGS QUAD - OSHAWA (1980) DE6180 DE6180 *CURRENT SURVEY CONTROL DE6180 ___________________________________________________________________ DE6180* NAD 83(1996)- 46 48 13.36667(N) 094 40 53.42700(W) ADJUSTED DE6180* NAVD 88 - 429.798 (meters) 1410.10 (feet) ADJUSTED DE6180 ___________________________________________________________________ DE6180 X - -356,983.576 (meters) COMP DE6180 Y - -4,359,304.079 (meters) COMP DE6180 Z - 4,627,148.769 (meters) COMP DE6180 LAPLACE CORR- -3.03 (seconds) DEFLEC99 DE6180 ELLIP HEIGHT- 402.17 (meters) (09/24/02) GPS OBS DE6180 GEOID HEIGHT- -27.63 (meters) GEOID99 DE6180 DYNAMIC HT - 429.818 (meters) 1410.16 (feet) COMP DE6180 MODELED GRAV- 980,647.9 (mgal) NAVD 88 DE6180 DE6180 HORZ ORDER - FIRST DE6180 VERT ORDER - SECOND CLASS I DE6180 ELLP ORDER - FOURTH CLASS I DE6180 DE6180.The horizontal coordinates were established by GPS observations DE6180.and adjusted by the MN DEPT OF TRANSP in September 2002. DE6180 DE6180.The orthometric height was determined by differential leveling DE6180.and adjusted by the National Geodetic Survey in August 2002. DE6180 DE6180.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE6180 DE6180.The Laplace correction was computed from DEFLEC99 derived deflections. DE6180 DE6180.The ellipsoidal height was determined by GPS observations DE6180.and is referenced to NAD 83. DE6180 DE6180.The geoid height was determined by GEOID99. DE6180 DE6180.The dynamic height is computed by dividing the NAVD 88 DE6180.geopotential number by the normal gravity value computed on the DE6180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE6180.degrees latitude (g = 980.6199 gals.). DE6180 DE6180.The modeled gravity was interpolated from observed gravity values. DE6180 DE6180; North East Units Scale Converg. DE6180;SPC MN C - 300,569.579 767,062.898 MT 0.99995548 -0 18 43.7 DE6180;UTM 15 - 5,184,724.539 371,696.135 MT 0.99980233 -1 13 33.6 DE6180 DE6180 SUPERSEDED SURVEY CONTROL DE6180 DE6180.No superseded survey control is available for this station. DE6180 DE6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7169684725(NAD 83) DE6180_MARKER: DD = SURVEY DISK DE6180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE6180_STAMPING: 1113 A 1998 DE6180_MARK LOGO: MNDT DE6180_PROJECTION: FLUSH DE6180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE6180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE6180+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001 DE6180_ROD/PIPE-DEPTH: 7.6 meters DE6180 DE6180 HISTORY - Date Condition Report By DE6180 HISTORY - 1998 MONUMENTED MNDT DE6180 HISTORY - 1998 GOOD MNDT DE6180 HISTORY - 20010319 GOOD MNDT DE6180 DE6180 STATION DESCRIPTION DE6180 DE6180'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) DE6180'4.5 MI (7.2 KM) SSE OF BADOURA, 1.0 MI (1.6 KM) EAST ALONG TH 87 FROM DE6180'JCT OF TH 64 AND TH 87 4 MI (6.4 KM) SSE OF BADOURA, AT TH 87 MP DE6180'65.75, 53.5 FT (16.3 M) SOUTH OF TH 87, 38 FT (11.6 M) WEST OF RD, 33 DE6180'FT (10.1 M) SW OF WEST END OF 30 INCH METAL CULVERT, 3.5 FT (1.1 M) DE6180'EAST OF WIT POST. DE6180 DE6180 STATION RECOVERY (1998) DE6180 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) DE6180'THE MARK IS LOCATED 4.5 MI (7.2 KM) SSE OF BADOURA, 1.0 MI (1.6 KM) DE6180'EAST ALONG TH 87 FROM JCT OF TH 64, AT TH 87 MP 65.75, 53.5 FT (16.3 DE6180'M) SOUTH OF TH 87, 38 FT (11.6 M) WEST OF ROAD, 33 FT (10.1 M) SW OF DE6180'WEST END OF 30 INCH METAL CULVERT AND 3.5 FT (1.1 M) EAST OF WIT POST. DE6180' DE6180 DE6180 STATION RECOVERY (2001) DE6180 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) DE6180'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS 38 DE6180'FT (11.6 M) WEST OF 76TH AVE SW, 3.5 FT (1.1 M) SOUTH OF WIT POST. DE6180'MARK IS RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 DE6181 *********************************************************************** DE6181 DESIGNATION - 1113 B DE6181 PID - DE6181 DE6181 STATE/COUNTY- MN/CASS DE6181 USGS QUAD - OSHAWA (1980) DE6181 DE6181 *CURRENT SURVEY CONTROL DE6181 ___________________________________________________________________ DE6181* NAD 83(1996)- 46 48 12.28947(N) 094 39 35.35590(W) ADJUSTED DE6181* NAVD 88 - 436.861 (meters) 1433.27 (feet) ADJUSTED DE6181 ___________________________________________________________________ DE6181 X - -355,335.918 (meters) COMP DE6181 Y - -4,359,467.859 (meters) COMP DE6181 Z - 4,627,131.131 (meters) COMP DE6181 LAPLACE CORR- -2.95 (seconds) DEFLEC99 DE6181 ELLIP HEIGHT- 409.21 (meters) (09/24/02) GPS OBS DE6181 GEOID HEIGHT- -27.65 (meters) GEOID99 DE6181 DYNAMIC HT - 436.879 (meters) 1433.33 (feet) COMP DE6181 MODELED GRAV- 980,643.0 (mgal) NAVD 88 DE6181 DE6181 HORZ ORDER - FIRST DE6181 VERT ORDER - SECOND CLASS I DE6181 ELLP ORDER - FOURTH CLASS I DE6181 DE6181.The horizontal coordinates were established by GPS observations DE6181.and adjusted by the MN DEPT OF TRANSP in September 2002. DE6181 DE6181.The orthometric height was determined by differential leveling DE6181.and adjusted by the National Geodetic Survey in August 2002. DE6181 DE6181.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE6181 DE6181.The Laplace correction was computed from DEFLEC99 derived deflections. DE6181 DE6181.The ellipsoidal height was determined by GPS observations DE6181.and is referenced to NAD 83. DE6181 DE6181.The geoid height was determined by GEOID99. DE6181 DE6181.The dynamic height is computed by dividing the NAVD 88 DE6181.geopotential number by the normal gravity value computed on the DE6181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE6181.degrees latitude (g = 980.6199 gals.). DE6181 DE6181.The modeled gravity was interpolated from observed gravity values. DE6181 DE6181; North East Units Scale Converg. DE6181;SPC MN C - 300,527.526 768,718.042 MT 0.99995544 -0 17 47.3 DE6181;UTM 15 - 5,184,656.105 373,350.140 MT 0.99979715 -1 12 36.7 DE6181 DE6181|---------------------------------------------------------------------| DE6181| PID Reference Object Distance Geod. Az | DE6181| dddmmss.s | DE6181| RO0922 ANDER 306.297 METERS 08157 | DE6181|---------------------------------------------------------------------| DE6181 DE6181 SUPERSEDED SURVEY CONTROL DE6181 DE6181.No superseded survey control is available for this station. DE6181 DE6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7335084656(NAD 83) DE6181_MARKER: DD = SURVEY DISK DE6181_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE6181_STAMPING: 1113 B 1998 DE6181_MARK LOGO: MNDT DE6181_PROJECTION: FLUSH DE6181_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE6181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE6181+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001 DE6181_ROD/PIPE-DEPTH: 4.6 meters DE6181 DE6181 HISTORY - Date Condition Report By DE6181 HISTORY - 1998 MONUMENTED MNDT DE6181 HISTORY - 1998 GOOD MNDT DE6181 HISTORY - 20010319 GOOD MNDT DE6181 DE6181 STATION DESCRIPTION DE6181 DE6181'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) DE6181'7 MI (11.3 KM) WEST OF BACKUS, 9.3 MI (15.0 KM) WEST ALONG TH 87 FROM DE6181'JCT OF TH 371 AND TH 87 IN BACKUS, AT TH 87 MP 66.75, 107 FT (32.6 M) DE6181'SOUTH OF TH 87, 2 MI (3.2 KM) EAST OF TH 64, 32 FT (9.8 M) EAST OF CO DE6181'RD 112, 4 FT (1.2 M) WEST OF FENCE, 3.6 FT (1.1 M) WEST OF WIT POST. DE6181 DE6181 STATION RECOVERY (1998) DE6181 DE6181'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) DE6181'THE MARK IS LOCATED 9.3 MI (15.0 KM) WEST ALONG TH 87 FROM JCT OF TH DE6181'371 IN BACKUS, AT TH 87 MP 66.75, 107 FT (32.6 M) SOUTH OF TH 87, 2 MI DE6181'(3.2 KM) EAST OF TH 64, 32 FT (9.8 M) EAST OF CO RD 112, 4 FT (1.2 M) DE6181'WEST OF FENCE AND 3.6 FT (1.1 M) WEST OF WIT POST. DE6181 DE6181 STATION RECOVERY (2001) DE6181 DE6181'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) DE6181'MARK RECOVERED AS DESCRIBED. MARK IS FLUSH, MAGNETIC, AND SUITABLE DE6181'FOR GPS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 DE6200 *********************************************************************** DE6200 DESIGNATION - BIG SWAMP DE6200 PID - DE6200 DE6200 STATE/COUNTY- MN/CASS DE6200 USGS QUAD - OSHAWA (1980) DE6200 DE6200 *CURRENT SURVEY CONTROL DE6200 ___________________________________________________________________ DE6200* NAD 83(1996)- 46 48 00.10044(N) 094 42 09.15383(W) ADJUSTED DE6200* NAVD 88 - 426.505 (meters) 1399.29 (feet) ADJUSTED DE6200 ___________________________________________________________________ DE6200 X - -358,608.301 (meters) COMP DE6200 Y - -4,359,468.143 (meters) COMP DE6200 Z - 4,626,865.948 (meters) COMP DE6200 LAPLACE CORR- -3.08 (seconds) DEFLEC99 DE6200 ELLIP HEIGHT- 398.90 (meters) (09/24/02) GPS OBS DE6200 GEOID HEIGHT- -27.60 (meters) GEOID99 DE6200 DYNAMIC HT - 426.525 (meters) 1399.36 (feet) COMP DE6200 MODELED GRAV- 980,647.2 (mgal) NAVD 88 DE6200 DE6200 HORZ ORDER - FIRST DE6200 VERT ORDER - SECOND CLASS I DE6200 ELLP ORDER - FOURTH CLASS I DE6200 DE6200.The horizontal coordinates were established by GPS observations DE6200.and adjusted by the MN DEPT OF TRANSP in September 2002. DE6200 DE6200.The orthometric height was determined by differential leveling DE6200.and adjusted by the National Geodetic Survey in August 2002. DE6200 DE6200.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE6200 DE6200.The Laplace correction was computed from DEFLEC99 derived deflections. DE6200 DE6200.The ellipsoidal height was determined by GPS observations DE6200.and is referenced to NAD 83. DE6200 DE6200.The geoid height was determined by GEOID99. DE6200 DE6200.The dynamic height is computed by dividing the NAVD 88 DE6200.geopotential number by the normal gravity value computed on the DE6200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE6200.degrees latitude (g = 980.6199 gals.). DE6200 DE6200.The modeled gravity was interpolated from observed gravity values. DE6200 DE6200; North East Units Scale Converg. DE6200;SPC MN C - 300,168.907 765,454.949 MT 0.99995496 -0 19 38.5 DE6200;UTM 15 - 5,184,349.621 370,082.243 MT 0.99980746 -1 14 28.6 DE6200 DE6200 SUPERSEDED SURVEY CONTROL DE6200 DE6200.No superseded survey control is available for this station. DE6200 DE6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7008284350(NAD 83) DE6200_MARKER: DD = SURVEY DISK DE6200_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE6200_STAMPING: BIG SWAMP 1998 DE6200_MARK LOGO: MNDT DE6200_PROJECTION: FLUSH DE6200_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE6200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE6200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE6200+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001 DE6200_ROD/PIPE-DEPTH: 9.1 meters DE6200 DE6200 HISTORY - Date Condition Report By DE6200 HISTORY - 1998 MONUMENTED MNDT DE6200 HISTORY - 1998 GOOD MNDT DE6200 HISTORY - 20010319 GOOD MNDT DE6200 DE6200 STATION DESCRIPTION DE6200 DE6200'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) DE6200'4 MI (6.4 KM) SSE OF BADOURA, 0.3 MI (0.5 KM) SOUTH ALONG TH 64 FROM DE6200'THE JCT OF TH 64 AND TH 87, AT TH 64 MP 33.60, 49.5 FT (15.1 M) WEST DE6200'OF TH 64, 10 FT (3.0 M) NORTH OF FIELD ENT, 68.6 FT (20.9 M) NORTH OF DE6200'P-POLE, 3.2 FT (1.0 M) SOUTH OF WIT POST. DE6200 DE6200 STATION RECOVERY (1998) DE6200 DE6200'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) DE6200'THE MARK IS LOCATED 4 MI (6.4 KM) SSE OF BADOURA, 0.3 MI (0.5 KM) DE6200'SOUTH ALONG TH 64 FROM THE JCT OF TH 87, AT TH 64 MP 33.60, 49.5 FT DE6200'(15.1 M) WEST OF TH 64, 10 FT (3.0 M) NORTH OF FIELD ENTRANCE, 68.6 FT DE6200'(20.9 M) NORTH OF P-POLE AND 3.2 FT (1.0 M) SOUTH OF WIT POST. DE6200 DE6200 STATION RECOVERY (2001) DE6200 DE6200'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) DE6200'MARK RECOVERED AS DESCRIBED. MARK IS MAGNETIC AND SUITABLE FOR GPS.