1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 SZ0021 *********************************************************************** SZ0021 DESIGNATION - 1356 SZ0021 PID - SZ0021 SZ0021 STATE/COUNTY- MN/COOK SZ0021 USGS QUAD - PIGEON POINT (1976) SZ0021 SZ0021 *CURRENT SURVEY CONTROL SZ0021 ___________________________________________________________________ SZ0021* NAD 83(1986)- 48 00 07. (N) 089 35 06. (W) SCALED SZ0021* NAVD 88 - 191.331 (meters) 627.73 (feet) ADJUSTED SZ0021 ___________________________________________________________________ SZ0021 GEOID HEIGHT- -34.15 (meters) GEOID99 SZ0021 DYNAMIC HT - 191.368 (meters) 627.85 (feet) COMP SZ0021 MODELED GRAV- 980,803.2 (mgal) NAVD 88 SZ0021 SZ0021 VERT ORDER - FIRST CLASS II SZ0021 SZ0021.The horizontal coordinates were scaled from a topographic map and have SZ0021.an estimated accuracy of +/- 6 seconds. SZ0021 SZ0021.The orthometric height was determined by differential leveling SZ0021.and adjusted by the National Geodetic Survey in June 1991. SZ0021 SZ0021.The geoid height was determined by GEOID99. SZ0021 SZ0021.The dynamic height is computed by dividing the NAVD 88 SZ0021.geopotential number by the normal gravity value computed on the SZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SZ0021.degrees latitude (g = 980.6199 gals.). SZ0021 SZ0021.The modeled gravity was interpolated from observed gravity values. SZ0021 SZ0021; North East Units Estimated Accuracy SZ0021;SPC MN N - 272,940. 1,062,180. MT (+/- 180 meters Scaled) SZ0021 SZ0021 SUPERSEDED SURVEY CONTROL SZ0021 SZ0021.No superseded survey control is available for this station. SZ0021 SZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU071197(NAD 83) SZ0021_MARKER: DU = BOUNDARY MARKER SZ0021_SETTING: 36 = BRIDGE CURB SZ0021_STAMPING: 1356 1964 SZ0021_MARK LOGO: IBC SZ0021_MAGNETIC: O = OTHER; SEE DESCRIPTION SZ0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SZ0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SZ0021+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1997 SZ0021 SZ0021 HISTORY - Date Condition Report By SZ0021 HISTORY - 1964 MONUMENTED IBC SZ0021 HISTORY - 1979 GOOD NGS SZ0021 HISTORY - 19970827 GOOD MNDT SZ0021 SZ0021 STATION DESCRIPTION SZ0021 SZ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 SZ0021'IN PIGEON RIVER. SZ0021'IN PIGEON RIVER, AT THE NORTH END OF THE INTERNATIONAL BRIDGE, SZ0021'2.1 FT. SOUTH OF THE NORTH END OF THE WEST CURB OF THE BRIDGE. SZ0021'THE MARK IS 0.5 FT ABOVE THE HIGHWAY. SZ0021 SZ0021 STATION RECOVERY (1997) SZ0021 SZ0021'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) SZ0021'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS SZ0021'15.5 FT (4.7 M) WEST OF TH 61. INTERNATIONAL BOUNDARY COMMISSION SZ0021'DISK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 SZ0023 *********************************************************************** SZ0023 DESIGNATION - 1357 SZ0023 PID - SZ0023 SZ0023 STATE/COUNTY- MN/COOK SZ0023 USGS QUAD - PIGEON POINT (1976) SZ0023 SZ0023 *CURRENT SURVEY CONTROL SZ0023 ___________________________________________________________________ SZ0023* NAD 83(1986)- 48 00 04.37771(N) 089 35 09.01094(W) ADJUSTED SZ0023* NAVD 88 - 190.741 (meters) 625.79 (feet) ADJUSTED SZ0023 ___________________________________________________________________ SZ0023 LAPLACE CORR- -9.90 (seconds) DEFLEC99 SZ0023 GEOID HEIGHT- -34.15 (meters) GEOID99 SZ0023 DYNAMIC HT - 190.778 (meters) 625.91 (feet) COMP SZ0023 MODELED GRAV- 980,803.6 (mgal) NAVD 88 SZ0023 SZ0023 HORZ ORDER - FIRST SZ0023 VERT ORDER - FIRST CLASS II SZ0023 SZ0023.The horizontal coordinates were established by GPS observations SZ0023.and adjusted by the MN DEPT OF TRANSP in June 2002. SZ0023 SZ0023.The orthometric height was determined by differential leveling SZ0023.and adjusted by the National Geodetic Survey in June 1991. SZ0023 SZ0023.The Laplace correction was computed from DEFLEC99 derived deflections. SZ0023 SZ0023.The geoid height was determined by GEOID99. SZ0023 SZ0023.The dynamic height is computed by dividing the NAVD 88 SZ0023.geopotential number by the normal gravity value computed on the SZ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SZ0023.degrees latitude (g = 980.6199 gals.). SZ0023 SZ0023.The modeled gravity was interpolated from observed gravity values. SZ0023 SZ0023; North East Units Scale Converg. SZ0023;SPC MN N - 272,855.255 1,062,124.837 MT 0.99990700 +2 36 17.2 SZ0023;UTM 16 - 5,319,671.011 307,119.547 MT 1.00005715 -1 55 20.2 SZ0023 SZ0023 SUPERSEDED SURVEY CONTROL SZ0023 SZ0023.No superseded survey control is available for this station. SZ0023 SZ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0712019671(NAD 83) SZ0023_MARKER: DR = REFERENCE MARK DISK SZ0023_SETTING: 36 = BRIDGE CURB SZ0023_STAMPING: 1357 1964 SZ0023_MARK LOGO: CGS SZ0023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET SZ0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SZ0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SZ0023+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 SZ0023 SZ0023 HISTORY - Date Condition Report By SZ0023 HISTORY - 1964 MONUMENTED IBC SZ0023 HISTORY - 1979 GOOD NGS SZ0023 HISTORY - 19970813 GOOD NGS SZ0023 HISTORY - 19970813 GOOD MNDT SZ0023 SZ0023 STATION DESCRIPTION SZ0023 SZ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 SZ0023'IN PIGEON RIVER. SZ0023'IN PIGEON RIVER, AT THE SOUTH END OF THE INTERNATIONAL BRIDGE, SZ0023'2.0 FT. NORTH OF THE SOUTH END OF THE WEST CURB OF THE BRIDGE, SZ0023'1.5 FT. NORTH OF BENCH MARK 19 MNDT. SZ0023'THE MARK IS 0.5 FT ABOVE THE HIGHWAY. SZ0023 SZ0023 STATION RECOVERY (1997) SZ0023 SZ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 SZ0023'RECOVERED AS DESCRIBED. SZ0023 SZ0023 STATION RECOVERY (1997) SZ0023 SZ0023'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) SZ0023'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5686 *********************************************************************** DE5686 DESIGNATION - 1604 B DE5686 PID - DE5686 DE5686 STATE/COUNTY- MN/COOK DE5686 USGS QUAD - MINERAL CENTER (1986) DE5686 DE5686 *CURRENT SURVEY CONTROL DE5686 ___________________________________________________________________ DE5686* NAD 83(1996)- 47 53 18.23911(N) 089 48 59.48237(W) ADJUSTED DE5686* NAVD 88 - 203.94 (meters) 669.1 (feet) LEVELING DE5686 ___________________________________________________________________ DE5686 X - 13,721.892 (meters) COMP DE5686 Y - -4,285,023.818 (meters) COMP DE5686 Z - 4,708,691.041 (meters) COMP DE5686 LAPLACE CORR- -14.64 (seconds) DEFLEC99 DE5686 ELLIP HEIGHT- 170.87 (meters) GPS OBS DE5686 GEOID HEIGHT- -33.01 (meters) GEOID99 DE5686 DE5686 HORZ ORDER - FIRST DE5686 VERT ORDER - THIRD ? DE5686 ELLP ORDER - FOURTH CLASS I DE5686 DE5686.The horizontal coordinates were established by GPS observations DE5686.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5686 DE5686.The orthometric height was determined by differential leveling. DE5686.The vertical network tie was performed by a horz. field party for horz. DE5686.obs reductions. Reset procedures were used to establish the elevation. DE5686 DE5686.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5686 DE5686.The Laplace correction was computed from DEFLEC99 derived deflections. DE5686 DE5686.The ellipsoidal height was determined by GPS observations DE5686.and is referenced to NAD 83. DE5686 DE5686.The geoid height was determined by GEOID99. DE5686 DE5686; North East Units Scale Converg. DE5686;SPC MN N - 259,567.199 1,045,461.047 MT 0.99990324 +2 26 01.6 DE5686;UTM 16 - 5,307,736.884 289,455.783 MT 1.00014474 -2 05 24.6 DE5686 DE5686 SUPERSEDED SURVEY CONTROL DE5686 DE5686.No superseded survey control is available for this station. DE5686 DE5686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8945607737(NAD 83) DE5686_MARKER: DD = SURVEY DISK DE5686_SETTING: 66 = SET IN ROCK OUTCROP DE5686_STAMPING: 1604 B 1997 DE5686_MARK LOGO: MNDT DE5686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5686+STABILITY: POSITION/ELEVATION WELL DE5686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5686+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5686 DE5686 HISTORY - Date Condition Report By DE5686 HISTORY - 1997 MONUMENTED MNDT DE5686 HISTORY - 19970813 GOOD MNDT DE5686 DE5686 STATION DESCRIPTION DE5686 DE5686'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5686'7.7 MI (12.4 KM) NE OF HOVLAND, 7.70 MI (12.39 KM) NE ALONG TH 61 FROM DE5686'JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP 136.55, 58.5 FT DE5686'(17.8 M) NNW OF TH 61, AND 6.5 FT (2.0 M) NNW OF WIT POST. DE5686 DE5686 STATION RECOVERY (1997) DE5686 DE5686'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5686'THE MARK IS 7.7 MI (12.4 KM) NE OF HOVLAND, 7.70 MI (12.39 KM) NE DE5686'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP DE5686'136.55, 58.5 FT (17.8 M) NNW OF TH 61, AND 6.5 FT (2.0 M) NNW OF WIT DE5686'POST. DISK SET IN DRILL HOLE IN ROCK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5687 *********************************************************************** DE5687 DESIGNATION - 1604 C DE5687 PID - DE5687 DE5687 STATE/COUNTY- MN/COOK DE5687 USGS QUAD - MINERAL CENTER (1986) DE5687 DE5687 *CURRENT SURVEY CONTROL DE5687 ___________________________________________________________________ DE5687* NAD 83(1996)- 47 53 31.61897(N) 089 47 50.46430(W) ADJUSTED DE5687* NAVD 88 - 191.38 (meters) 627.9 (feet) LEVELING DE5687 ___________________________________________________________________ DE5687 X - 15,154.585 (meters) COMP DE5687 Y - -4,284,703.914 (meters) COMP DE5687 Z - 4,708,958.751 (meters) COMP DE5687 LAPLACE CORR- -14.95 (seconds) DEFLEC99 DE5687 ELLIP HEIGHT- 158.20 (meters) GPS OBS DE5687 GEOID HEIGHT- -33.09 (meters) GEOID99 DE5687 DE5687 HORZ ORDER - FIRST DE5687 VERT ORDER - THIRD ? DE5687 ELLP ORDER - FOURTH CLASS I DE5687 DE5687.The horizontal coordinates were established by GPS observations DE5687.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5687 DE5687.The orthometric height was determined by differential leveling. DE5687.The vertical network tie was performed by a horz. field party for horz. DE5687.obs reductions. Reset procedures were used to establish the elevation. DE5687 DE5687.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5687 DE5687.The Laplace correction was computed from DEFLEC99 derived deflections. DE5687 DE5687.The ellipsoidal height was determined by GPS observations DE5687.and is referenced to NAD 83. DE5687 DE5687.The geoid height was determined by GEOID99. DE5687 DE5687; North East Units Scale Converg. DE5687;SPC MN N - 260,041.083 1,046,875.736 MT 0.99990330 +2 26 52.8 DE5687;UTM 16 - 5,308,097.792 290,903.786 MT 1.00013727 -2 04 33.8 DE5687 DE5687|---------------------------------------------------------------------| DE5687| PID Reference Object Distance Geod. Az | DE5687| dddmmss.s | DE5687| DE5711 RCUT TEMP 140.508 METERS 08248 | DE5687|---------------------------------------------------------------------| DE5687 DE5687 SUPERSEDED SURVEY CONTROL DE5687 DE5687.No superseded survey control is available for this station. DE5687 DE5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9090408098(NAD 83) DE5687_MARKER: DD = SURVEY DISK DE5687_SETTING: 66 = SET IN ROCK OUTCROP DE5687_STAMPING: 1604 C 1997 DE5687_MARK LOGO: MNDT DE5687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5687+STABILITY: POSITION/ELEVATION WELL DE5687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5687+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5687 DE5687 HISTORY - Date Condition Report By DE5687 HISTORY - 1997 MONUMENTED MNDT DE5687 HISTORY - 19970813 GOOD MNDT DE5687 DE5687 STATION DESCRIPTION DE5687 DE5687'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5687'8.65 MI (13.92 KM) NE OF HOVLAND, 8.65 MI (13.92 KM) NE ALONG TH 61 DE5687'FROM JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP 137.5, 49.0 FT DE5687'(14.9 M) NNE OF TH 61, AND 6.9 FT (2.1 M) SW OF WIT POST. DE5687 DE5687 STATION RECOVERY (1997) DE5687 DE5687'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5687'THE MARK IS 8.65 MI (13.92 KM) NE OF HOVLAND, 8.65 MI (13.92 KM) NE DE5687'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP DE5687'137.5, 49.0 FT (14.9 M) NNE OF TH 61, AND 6.9 FT (2.1 M) SW OF WIT DE5687'POST. DISK SET IN A DRILL HOLE IN ROCK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5688 *********************************************************************** DE5688 DESIGNATION - 1604 D DE5688 PID - DE5688 DE5688 STATE/COUNTY- MN/COOK DE5688 USGS QUAD - MINERAL CENTER (1986) DE5688 DE5688 *CURRENT SURVEY CONTROL DE5688 ___________________________________________________________________ DE5688* NAD 83(1996)- 47 54 25.13207(N) 089 45 33.12623(W) ADJUSTED DE5688* NAVD 88 - 185.73 (meters) 609.3 (feet) LEVELING DE5688 ___________________________________________________________________ DE5688 X - 18,002.311 (meters) COMP DE5688 Y - -4,283,462.627 (meters) COMP DE5688 Z - 4,710,062.535 (meters) COMP DE5688 LAPLACE CORR- -14.12 (seconds) DEFLEC99 DE5688 ELLIP HEIGHT- 152.37 (meters) GPS OBS DE5688 GEOID HEIGHT- -33.28 (meters) GEOID99 DE5688 DE5688 HORZ ORDER - FIRST DE5688 VERT ORDER - THIRD ? DE5688 ELLP ORDER - FOURTH CLASS I DE5688 DE5688.The horizontal coordinates were established by GPS observations DE5688.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5688 DE5688.The orthometric height was determined by differential leveling. DE5688.The vertical network tie was performed by a horz. field party for horz. DE5688.obs reductions. Reset procedures were used to establish the elevation. DE5688 DE5688.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5688 DE5688.The Laplace correction was computed from DEFLEC99 derived deflections. DE5688 DE5688.The ellipsoidal height was determined by GPS observations DE5688.and is referenced to NAD 83. DE5688 DE5688.The geoid height was determined by GEOID99. DE5688 DE5688; North East Units Scale Converg. DE5688;SPC MN N - 261,814.711 1,049,654.271 MT 0.99990359 +2 28 34.6 DE5688;UTM 16 - 5,309,647.070 293,814.228 MT 1.00012242 -2 02 53.5 DE5688 DE5688 SUPERSEDED SURVEY CONTROL DE5688 DE5688.No superseded survey control is available for this station. DE5688 DE5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9381409647(NAD 83) DE5688_MARKER: DD = SURVEY DISK DE5688_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE5688_STAMPING: 1604 D 1997 DE5688_MARK LOGO: MNDT DE5688_PROJECTION: FLUSH DE5688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5688+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5688_ROD/PIPE-DEPTH: 4.0 meters DE5688 DE5688 HISTORY - Date Condition Report By DE5688 HISTORY - 1997 MONUMENTED MNDT DE5688 HISTORY - 19970813 GOOD MNDT DE5688 DE5688 STATION DESCRIPTION DE5688 DE5688'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5688'10.8 MI (17.4 KM) NE OF HOVLAND, 10.8 MI (17.4 KM) NE ALONG TH 61 FROM DE5688'JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP 139.65, 64.5 FT DE5688'(19.7 M) SE OF TH 61, 44.7 FT (13.6 M) SW OF TOP OF CONC APRON, 105.0 DE5688'FT (32.0 M) WSW OF EXTENDED DRIVEWAY FIRE NUMBER 7195, AND 2.7 FT (0.8 DE5688'M) NW OF WIT POST, STA FLUSH WITH GROUND. DE5688 DE5688 STATION RECOVERY (1997) DE5688 DE5688'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5688'THE MARK IS 10.8 MI (17.4 KM) NE OF HOVLAND, 10.8 MI (17.4 KM) NE DE5688'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP DE5688'139.65, 64.5 FT (19.7 M) SE OF TH 61, 44.7 FT (13.6 M) SW OF TOP OF DE5688'CONC APRON, 105 FT (32.0 M) WSW OF EXTENDED DRIVEWAY FIRE NUMBER 7195, DE5688'AND 2.7 FT (0.8 M) NW OF WIT POST, FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5689 *********************************************************************** DE5689 DESIGNATION - 1604 E DE5689 PID - DE5689 DE5689 STATE/COUNTY- MN/COOK DE5689 USGS QUAD - GRAND PORTAGE (1976) DE5689 DE5689 *CURRENT SURVEY CONTROL DE5689 ___________________________________________________________________ DE5689* NAD 83(1996)- 47 55 02.61816(N) 089 44 34.86191(W) ADJUSTED DE5689* NAVD 88 - 194.27 (meters) 637.4 (feet) LEVELING DE5689 ___________________________________________________________________ DE5689 X - 19,208.446 (meters) COMP DE5689 Y - -4,282,603.815 (meters) COMP DE5689 Z - 4,710,844.859 (meters) COMP DE5689 LAPLACE CORR- -14.02 (seconds) DEFLEC99 DE5689 ELLIP HEIGHT- 160.83 (meters) GPS OBS DE5689 GEOID HEIGHT- -33.36 (meters) GEOID99 DE5689 DE5689 HORZ ORDER - FIRST DE5689 VERT ORDER - THIRD ? DE5689 ELLP ORDER - FOURTH CLASS I DE5689 DE5689.The horizontal coordinates were established by GPS observations DE5689.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5689 DE5689.The orthometric height was determined by differential leveling. DE5689.The vertical network tie was performed by a horz. field party for horz. DE5689.obs reductions. Reset procedures were used to establish the elevation. DE5689 DE5689.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5689 DE5689.The Laplace correction was computed from DEFLEC99 derived deflections. DE5689 DE5689.The ellipsoidal height was determined by GPS observations DE5689.and is referenced to NAD 83. DE5689 DE5689.The geoid height was determined by GEOID99. DE5689 DE5689; North East Units Scale Converg. DE5689;SPC MN N - 263,023.691 1,050,812.706 MT 0.99990384 +2 29 17.7 DE5689;UTM 16 - 5,310,761.136 295,064.695 MT 1.00011610 -2 02 11.5 DE5689 DE5689 SUPERSEDED SURVEY CONTROL DE5689 DE5689.No superseded survey control is available for this station. DE5689 DE5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9506510761(NAD 83) DE5689_MARKER: DD = SURVEY DISK DE5689_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DE5689+WITH SETTING: INFORMATION. DE5689_STAMPING: 1604 E 1997 DE5689_MARK LOGO: MNDT DE5689_PROJECTION: FLUSH DE5689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5689+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5689_ROD/PIPE-DEPTH: 2.1 meters DE5689 DE5689 HISTORY - Date Condition Report By DE5689 HISTORY - 1997 MONUMENTED MNDT DE5689 HISTORY - 19970813 GOOD MNDT DE5689 DE5689 STATION DESCRIPTION DE5689 DE5689'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5689'4.75 MI (7.64 KM) SW OF GRAND PORTAGE, 4.75 MI (7.64 KM) SW ALONG TH DE5689'61 FROM JCT OF TH 61 AND DE5689'CO RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61 MP 140.65, 60.4 FT DE5689'(18.4 M) SE OF TH 61, 54.3 FT DE5689'(16.6 M) EAST OF TOP OF APRONS SOUTH OUTLET, 94.1 FT (28.7 M) SOUTH OF DE5689'SOUTH LEG OF HOLLOW DE5689'ROCK CREEK SIGN, AND 4.4 FT (1.3 M) NW OF WIT POST, STA FLUSH WITH DE5689'GROUND. 7 FOOT METAL DE5689'PIPE IS DRIVEN TO REFUSAL. DE5689' DE5689 DE5689 STATION RECOVERY (1997) DE5689 DE5689'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5689'THE MARK IS 4.75 MI (7.64 KM) SW OF GRAND PORTAGE, 4.75 MI (7.64 KM) DE5689'SW ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND DE5689'PORTAGE, AT TH 61 MP 140.65, 60.4 FT (18.4 M) SE OF TH 61, 54.3 FT DE5689'(16.6 M) EAST OF TOP OF SOUTH OUTLET OF APRON, 94.1 FT (28.7 M) SOUTH DE5689'OF SOUTH LEG OF HOLLOW ROCK CREEK SIGN, AND 4.4 FT (1.3 M) NW OF WIT DE5689'POST, STA FLUSH WITH GROUND. DRIVEN TO REFUSAL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5690 *********************************************************************** DE5690 DESIGNATION - 1604 G DE5690 PID - DE5690 DE5690 STATE/COUNTY- MN/COOK DE5690 USGS QUAD - GRAND PORTAGE (1976) DE5690 DE5690 *CURRENT SURVEY CONTROL DE5690 ___________________________________________________________________ DE5690* NAD 83(1996)- 47 56 15.12427(N) 089 42 32.35232(W) ADJUSTED DE5690* NAVD 88 - 189.52 (meters) 621.8 (feet) LEVELING DE5690 ___________________________________________________________________ DE5690 X - 21,743.607 (meters) COMP DE5690 Y - -4,280,926.034 (meters) COMP DE5690 Z - 4,712,341.815 (meters) COMP DE5690 LAPLACE CORR- -13.87 (seconds) DEFLEC99 DE5690 ELLIP HEIGHT- 155.92 (meters) GPS OBS DE5690 GEOID HEIGHT- -33.53 (meters) GEOID99 DE5690 DE5690 HORZ ORDER - FIRST DE5690 VERT ORDER - THIRD ? DE5690 ELLP ORDER - FOURTH CLASS I DE5690 DE5690.The horizontal coordinates were established by GPS observations DE5690.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5690 DE5690.The orthometric height was determined by differential leveling. DE5690.The vertical network tie was performed by a horz. field party for horz. DE5690.obs reductions. Reset procedures were used to establish the elevation. DE5690 DE5690.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5690 DE5690.The Laplace correction was computed from DEFLEC99 derived deflections. DE5690 DE5690.The ellipsoidal height was determined by GPS observations DE5690.and is referenced to NAD 83. DE5690 DE5690.The geoid height was determined by GEOID99. DE5690 DE5690; North East Units Scale Converg. DE5690;SPC MN N - 265,371.710 1,053,255.425 MT 0.99990440 +2 30 48.5 DE5690;UTM 16 - 5,312,909.558 297,685.586 MT 1.00010298 -2 00 42.7 DE5690 DE5690: Primary Azimuth Mark Grid Az DE5690:SPC MN N - 1604 H 036 05 24.6 DE5690:UTM 16 - 1604 H 040 36 55.8 DE5690 DE5690|---------------------------------------------------------------------| DE5690| PID Reference Object Distance Geod. Az | DE5690| dddmmss.s | DE5690| DE5691 1604 H APPROX. 1.1 KM 0383613.1 | DE5690|---------------------------------------------------------------------| DE5690 DE5690 SUPERSEDED SURVEY CONTROL DE5690 DE5690.No superseded survey control is available for this station. DE5690 DE5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9768612910(NAD 83) DE5690_MARKER: DD = SURVEY DISK DE5690_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DE5690+WITH SETTING: INFORMATION. DE5690_STAMPING: 1604 G 1997 DE5690_MARK LOGO: MNDT DE5690_PROJECTION: FLUSH DE5690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5690+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5690_ROD/PIPE-DEPTH: 2.1 meters DE5690 DE5690 HISTORY - Date Condition Report By DE5690 HISTORY - 1997 MONUMENTED MNDT DE5690 HISTORY - 19970813 GOOD MNDT DE5690 DE5690 STATION DESCRIPTION DE5690 DE5690'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5690'2.6 MI (4.2 KM) SW OF GRAND PORTAGE, 2.60 MI (4.18 KM) SW ALONG TH 61 DE5690'FROM JCT OF TH 61 AND CO DE5690'RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61 MP 142.80, 23.0 FT (7.0 M) DE5690'NE OF DRIVEWAY, 55.5 FT DE5690'(16.9 M) SW OF EXTENDED DRIVEWAY FIRE NUMBER 7825, AND 4.0 FT (1.2 M) DE5690'SW OF WIT POST, STA DE5690'FLUSH WITH GROUND. 7 FOOT METAL PIPE IS DRIVEN TO REFUSAL. DE5690' DE5690 DE5690 STATION RECOVERY (1997) DE5690 DE5690'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5690'THE MARK IS 2.6 MI (4.2 KM) SW OF GRAND PORTAGE, 2.60 MI (4.18 KM) SW DE5690'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND DE5690'PORTAGE, AT TH 61 MP 142.80, 23.0 FT (7.0 M) NE OF DRIVEWAY, 55.5 FT DE5690'(16.9 M) SW OF EXTENDED DRIVEWAY FIRE NUMBER 7825, AND 4.0 FT (1.2 M) DE5690'SW OF WIT POST, STA FLUSH WITH GROUND. DRIVEN TO REFUSAL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5691 *********************************************************************** DE5691 DESIGNATION - 1604 H DE5691 PID - DE5691 DE5691 STATE/COUNTY- MN/COOK DE5691 USGS QUAD - GRAND PORTAGE (1976) DE5691 DE5691 *CURRENT SURVEY CONTROL DE5691 ___________________________________________________________________ DE5691* NAD 83(1996)- 47 56 42.07320(N) 089 42 00.32698(W) ADJUSTED DE5691* NAVD 88 - 213.41 (meters) 700.2 (feet) LEVELING DE5691 ___________________________________________________________________ DE5691 X - 22,405.125 (meters) COMP DE5691 Y - -4,280,320.589 (meters) COMP DE5691 Z - 4,712,917.109 (meters) COMP DE5691 LAPLACE CORR- -13.73 (seconds) DEFLEC99 DE5691 ELLIP HEIGHT- 179.76 (meters) GPS OBS DE5691 GEOID HEIGHT- -33.58 (meters) GEOID99 DE5691 DE5691 HORZ ORDER - FIRST DE5691 VERT ORDER - THIRD ? DE5691 ELLP ORDER - FOURTH CLASS I DE5691 DE5691.The horizontal coordinates were established by GPS observations DE5691.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5691 DE5691.The orthometric height was determined by differential leveling. DE5691.The vertical network tie was performed by a horz. field party for horz. DE5691.obs reductions. Reset procedures were used to establish the elevation. DE5691 DE5691.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5691 DE5691.The Laplace correction was computed from DEFLEC99 derived deflections. DE5691 DE5691.The ellipsoidal height was determined by GPS observations DE5691.and is referenced to NAD 83. DE5691 DE5691.The geoid height was determined by GEOID99. DE5691 DE5691; North East Units Scale Converg. DE5691;SPC MN N - 266,232.351 1,053,882.789 MT 0.99990464 +2 31 12.3 DE5691;UTM 16 - 5,313,718.175 298,379.037 MT 1.00009954 -2 00 19.8 DE5691 DE5691: Primary Azimuth Mark Grid Az DE5691:SPC MN N - 1604 G 216 05 24.6 DE5691:UTM 16 - 1604 G 220 36 56.7 DE5691 DE5691|---------------------------------------------------------------------| DE5691| PID Reference Object Distance Geod. Az | DE5691| dddmmss.s | DE5691| DE5690 1604 G APPROX. 1.1 KM 2183636.9 | DE5691|---------------------------------------------------------------------| DE5691 DE5691 SUPERSEDED SURVEY CONTROL DE5691 DE5691.No superseded survey control is available for this station. DE5691 DE5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9837913718(NAD 83) DE5691_MARKER: DD = SURVEY DISK DE5691_SETTING: 66 = SET IN ROCK OUTCROP DE5691_STAMPING: 1604 H 1997 DE5691_MARK LOGO: MNDT DE5691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5691+STABILITY: POSITION/ELEVATION WELL DE5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5691+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5691 DE5691 HISTORY - Date Condition Report By DE5691 HISTORY - 1997 MONUMENTED MNDT DE5691 HISTORY - 19970813 GOOD MNDT DE5691 DE5691 STATION DESCRIPTION DE5691 DE5691'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5691'2.0 MI (3.2 KM) SW OF GRAND PORTAGE, 2.0 MI (3.2 KM) SW ALONG TH 61 DE5691'FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61 DE5691'MP 143.40, 83.0 FT (25.3 M) NW OF TH 61, AND 8.8 FT (2.7 M) NW OF WIT DE5691'POST. DE5691 DE5691 STATION RECOVERY (1997) DE5691 DE5691'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5691'THE MARK IS 2.0 MI (3.2 KM) SW OF GRAND PORTAGE, 2.0 MI (3.2 KM) SW DE5691'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND DE5691'PORTAGE, AT TH 61 MP 143.40, 83 FT (25.3 M) NW OF TH 61, AND 8.8 FT DE5691'(2.7 M) NW OF WIT POST. DISK SET IN A DRILL INTO ROCK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5692 *********************************************************************** DE5692 DESIGNATION - 1604 J DE5692 PID - DE5692 DE5692 STATE/COUNTY- MN/COOK DE5692 USGS QUAD - GRAND PORTAGE (1976) DE5692 DE5692 *CURRENT SURVEY CONTROL DE5692 ___________________________________________________________________ DE5692* NAD 83(1996)- 47 57 43.98746(N) 089 41 39.90304(W) ADJUSTED DE5692* NAVD 88 - 230.19 (meters) 755.2 (feet) LEVELING DE5692 ___________________________________________________________________ DE5692 X - 22,821.440 (meters) COMP DE5692 Y - -4,278,909.467 (meters) COMP DE5692 Z - 4,714,210.286 (meters) COMP DE5692 LAPLACE CORR- -13.48 (seconds) DEFLEC99 DE5692 ELLIP HEIGHT- 196.49 (meters) GPS OBS DE5692 GEOID HEIGHT- -33.64 (meters) GEOID99 DE5692 DE5692 HORZ ORDER - FIRST DE5692 VERT ORDER - THIRD ? DE5692 ELLP ORDER - FOURTH CLASS I DE5692 DE5692.The horizontal coordinates were established by GPS observations DE5692.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5692 DE5692.The orthometric height was determined by differential leveling. DE5692.The vertical network tie was performed by a horz. field party for horz. DE5692.obs reductions. Reset procedures were used to establish the elevation. DE5692 DE5692.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5692 DE5692.The Laplace correction was computed from DEFLEC99 derived deflections. DE5692 DE5692.The ellipsoidal height was determined by GPS observations DE5692.and is referenced to NAD 83. DE5692 DE5692.The geoid height was determined by GEOID99. DE5692 DE5692; North East Units Scale Converg. DE5692;SPC MN N - 268,161.243 1,054,221.947 MT 0.99990526 +2 31 27.4 DE5692;UTM 16 - 5,315,614.657 298,869.439 MT 1.00009711 -2 00 06.6 DE5692 DE5692: Primary Azimuth Mark Grid Az DE5692:SPC MN N - 1604 K 005 20 13.2 DE5692:UTM 16 - 1604 K 009 51 47.2 DE5692 DE5692|---------------------------------------------------------------------| DE5692| PID Reference Object Distance Geod. Az | DE5692| dddmmss.s | DE5692| DE5693 1604 K APPROX. 1.1 KM 0075140.6 | DE5692|---------------------------------------------------------------------| DE5692 DE5692 SUPERSEDED SURVEY CONTROL DE5692 DE5692.No superseded survey control is available for this station. DE5692 DE5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9886915615(NAD 83) DE5692_MARKER: DD = SURVEY DISK DE5692_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DE5692+WITH SETTING: INFORMATION. DE5692_STAMPING: 1604 J 1997 DE5692_MARK LOGO: MNDT DE5692_PROJECTION: RECESSED 3 CENTIMETERS DE5692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5692+STABILITY: SURFACE MOTION DE5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5692+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5692_ROD/PIPE-DEPTH: 2.4 meters DE5692 DE5692 HISTORY - Date Condition Report By DE5692 HISTORY - 1997 MONUMENTED MNDT DE5692 HISTORY - 19970813 GOOD MNDT DE5692 DE5692 STATION DESCRIPTION DE5692 DE5692'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5692'IN GRAND PORTAGE, 0.75 MI (1.21 KM) SOUTH ALONG TH 61 FROM JCT OF TH DE5692'61 AND CO RD 73 (STORE DE5692'ROAD) IN GRAND PORTAGE, AT TH 61 MP 144.65, 49.3 FT (15.0 M) WSW OF TH DE5692'61, 139.4 FT (42.5 M) NW DE5692'OF P-POLE, 14.2 FT (4.3 M) SSW OF EXTENDED CL OF STEVENS RD, 63.0 FT DE5692'(19.2 M) SOUTH OF END DE5692'GUARD RAIL POST, AND 3.2 FT (1.0 M) ENE OF WIT POST, STA RECESSED 0.1 DE5692'FT (3.0 CM) BELOW DE5692'GROUND. 8 FOOT METAL PIPIE IS DRIVEN TO REFUSAL. DE5692' DE5692 DE5692 STATION RECOVERY (1997) DE5692 DE5692'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5692'THE MARK IS IN GRAND PORTAGE, 0.75 MI (1.21 KM) SOUTH ALONG TH 61 FROM DE5692'JCT OF TH 61 AND CO RD 73 (STORE ROAD) IN GRAND PORTAGE, AT TH 61 MP DE5692'144.65, 49.3 FT (15.0 M) WSW OF TH 61, 139.4 FT (42.5 M) NW OF P-POLE, DE5692'14.2 FT (4.3 M) SSW OF EXTENDED CL OF STEVENS RD, 63.0 FT (19.2 M) DE5692'SOUTH OF END GUARD RAIL POST, AND 3.2 FT (1.0 M) ENE OF WIT POST, STA DE5692'RECESSED 0.1 FT (3.0 CM) BELOW GROUND. DRIVEN TO REFUSAL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5693 *********************************************************************** DE5693 DESIGNATION - 1604 K DE5693 PID - DE5693 DE5693 STATE/COUNTY- MN/COOK DE5693 USGS QUAD - GRAND PORTAGE (1976) DE5693 DE5693 *CURRENT SURVEY CONTROL DE5693 ___________________________________________________________________ DE5693* NAD 83(1996)- 47 58 20.08570(N) 089 41 32.48071(W) ADJUSTED DE5693* NAVD 88 - 234.15 (meters) 768.2 (feet) LEVELING DE5693 ___________________________________________________________________ DE5693 X - 22,970.982 (meters) COMP DE5693 Y - -4,278,083.125 (meters) COMP DE5693 Z - 4,714,959.729 (meters) COMP DE5693 LAPLACE CORR- -12.99 (seconds) DEFLEC99 DE5693 ELLIP HEIGHT- 200.41 (meters) GPS OBS DE5693 GEOID HEIGHT- -33.68 (meters) GEOID99 DE5693 DE5693 HORZ ORDER - FIRST DE5693 VERT ORDER - THIRD ? DE5693 ELLP ORDER - FOURTH CLASS I DE5693 DE5693.The horizontal coordinates were established by GPS observations DE5693.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5693 DE5693.The orthometric height was determined by differential leveling. DE5693.The vertical network tie was performed by a horz. field party for horz. DE5693.obs reductions. Reset procedures were used to establish the elevation. DE5693 DE5693.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5693 DE5693.The Laplace correction was computed from DEFLEC99 derived deflections. DE5693 DE5693.The ellipsoidal height was determined by GPS observations DE5693.and is referenced to NAD 83. DE5693 DE5693.The geoid height was determined by GEOID99. DE5693 DE5693; North East Units Scale Converg. DE5693;SPC MN N - 269,281.769 1,054,326.624 MT 0.99990566 +2 31 32.9 DE5693;UTM 16 - 5,316,723.639 299,062.254 MT 1.00009615 -2 00 02.2 DE5693 DE5693: Primary Azimuth Mark Grid Az DE5693:SPC MN N - 1604 L 058 33 39.2 DE5693:UTM 16 - 1604 L 063 05 14.3 DE5693 DE5693|---------------------------------------------------------------------| DE5693| PID Reference Object Distance Geod. Az | DE5693| dddmmss.s | DE5693| DE5694 1604 L APPROX. 1.1 KM 0610512.1 | DE5693| DE5692 1604 J APPROX. 1.1 KM 1875146.1 | DE5693|---------------------------------------------------------------------| DE5693 DE5693 SUPERSEDED SURVEY CONTROL DE5693 DE5693.No superseded survey control is available for this station. DE5693 DE5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9906216724(NAD 83) DE5693_MARKER: DD = SURVEY DISK DE5693_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE5693_STAMPING: 1604 K 1997 DE5693_MARK LOGO: MNDT DE5693_PROJECTION: FLUSH DE5693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5693+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5693_ROD/PIPE-DEPTH: 6.1 meters DE5693 DE5693 HISTORY - Date Condition Report By DE5693 HISTORY - 1997 MONUMENTED MNDT DE5693 HISTORY - 19970813 GOOD MNDT DE5693 DE5693 STATION DESCRIPTION DE5693 DE5693'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5693'IN GRAND PORTAGE, 0.05 MI (0.08 KM) SOUTH ALONG TH 61 FROM JCT OF TH DE5693'61 AND CO RD 73 (STORE ROAD) IN GRAND PORTAGE, AT TH 61 MP 145.40, DE5693'57.0 FT (17.4 M) NW OF TH 61, 28.4 FT (8.7 M) NE OF DRIVEWAY, 79.9 FT DE5693'(24.4 M) NE OF SOUTH LEG OF GRAND PORTAGE LODGE AND CASINO SIGN, AND DE5693'2.85 FT (0.87 M) SE OF WIT POST, STA FLUSH WITH GROUND. DE5693 DE5693 STATION RECOVERY (1997) DE5693 DE5693'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5693'THE MARK IS IN GRAND PORTAGE, 0.05 MI (0.08 KM) SOUTH ALONG TH 61 FROM DE5693'JCT OF TH 61 AND CO RD 73 (STORE ROAD) IN GRAND PORTAGE, AT TH 61 MP DE5693'145.4, 57 FT (17.4 M) NW OF TH 61, 28.4 FT (8.7 M) NE OF DRIVEWAY, DE5693'79.9 FT (24.4 M) NE OF SOUTH LEG OF GRAND PORTAGE LODGE AND CASINO DE5693'SIGN, AND 2.85 FT (0.87 M) SE OF WIT POST, STA FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5694 *********************************************************************** DE5694 DESIGNATION - 1604 L DE5694 PID - DE5694 DE5694 STATE/COUNTY- MN/COOK DE5694 USGS QUAD - GRAND PORTAGE (1976) DE5694 DE5694 *CURRENT SURVEY CONTROL DE5694 ___________________________________________________________________ DE5694* NAD 83(1996)- 47 58 36.96000(N) 089 40 46.97410(W) ADJUSTED DE5694* NAVD 88 - 283.11 (meters) 928.8 (feet) LEVELING DE5694 ___________________________________________________________________ DE5694 X - 23,912.840 (meters) COMP DE5694 Y - -4,277,723.524 (meters) COMP DE5694 Z - 4,715,344.977 (meters) COMP DE5694 LAPLACE CORR- -11.98 (seconds) DEFLEC99 DE5694 ELLIP HEIGHT- 249.31 (meters) GPS OBS DE5694 GEOID HEIGHT- -33.74 (meters) GEOID99 DE5694 DE5694 HORZ ORDER - FIRST DE5694 VERT ORDER - THIRD ? DE5694 ELLP ORDER - FOURTH CLASS I DE5694 DE5694.The horizontal coordinates were established by GPS observations DE5694.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5694 DE5694.The orthometric height was determined by differential leveling. DE5694.The vertical network tie was performed by a horz. field party for horz. DE5694.obs reductions. Reset procedures were used to establish the elevation. DE5694 DE5694.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5694 DE5694.The Laplace correction was computed from DEFLEC99 derived deflections. DE5694 DE5694.The ellipsoidal height was determined by GPS observations DE5694.and is referenced to NAD 83. DE5694 DE5694.The geoid height was determined by GEOID99. DE5694 DE5694; North East Units Scale Converg. DE5694;SPC MN N - 269,844.057 1,055,246.388 MT 0.99990586 +2 32 06.7 DE5694;UTM 16 - 5,317,211.678 300,023.706 MT 1.00009141 -1 59 28.9 DE5694 DE5694: Primary Azimuth Mark Grid Az DE5694:SPC MN N - 1604 M 062 40 38.8 DE5694:UTM 16 - 1604 M 067 12 14.4 DE5694 DE5694|---------------------------------------------------------------------| DE5694| PID Reference Object Distance Geod. Az | DE5694| dddmmss.s | DE5694| DE5695 1604 M APPROX. 0.7 KM 0651245.5 | DE5694|---------------------------------------------------------------------| DE5694 DE5694 SUPERSEDED SURVEY CONTROL DE5694 DE5694.No superseded survey control is available for this station. DE5694 DE5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0002417212(NAD 83) DE5694_MARKER: DD = SURVEY DISK DE5694_SETTING: 34 = SIGN BASE DE5694_STAMPING: 1604 L 1997 DE5694_MARK LOGO: MNDT DE5694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5694+STABILITY: SURFACE MOTION DE5694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5694+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5694 DE5694 HISTORY - Date Condition Report By DE5694 HISTORY - 1997 MONUMENTED MNDT DE5694 HISTORY - 19970813 GOOD MNDT DE5694 DE5694 STATION DESCRIPTION DE5694 DE5694'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5694'DRILLED INTO CONC BASE OF SIGN, 0.5 MI (0.8 KM) NNE OF GRAND PORTAGE, DE5694'0.65 MI (1.05 KM) NE ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE DE5694'RD) IN GRAND PORTAGE, AT TH 61 MP 146.05, 62.2 FT (19.0 M) NW OF TH DE5694'61, 83.9 FT (25.6 M) NE OF POPLAR CREEK RD (ENT TO REST AREA) , 57.3 DE5694'FT (17.5 M) EAST OF TOP OF EAST END OF CONC APRON, AND 5.2 FT (1.6 M) DE5694'NW OF WIT POST. DE5694 DE5694 STATION RECOVERY (1997) DE5694 DE5694'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5694'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5695 *********************************************************************** DE5695 DESIGNATION - 1604 M DE5695 PID - DE5695 DE5695 STATE/COUNTY- MN/COOK DE5695 USGS QUAD - GRAND PORTAGE (1976) DE5695 DE5695 *CURRENT SURVEY CONTROL DE5695 ___________________________________________________________________ DE5695* NAD 83(1996)- 47 58 46.52286(N) 089 40 16.12829(W) ADJUSTED DE5695* NAVD 88 - 315.64 (meters) 1035.6 (feet) LEVELING DE5695 ___________________________________________________________________ DE5695 X - 24,551.417 (meters) COMP DE5695 Y - -4,277,522.237 (meters) COMP DE5695 Z - 4,715,566.853 (meters) COMP DE5695 LAPLACE CORR- -11.80 (seconds) DEFLEC99 DE5695 ELLIP HEIGHT- 281.82 (meters) GPS OBS DE5695 GEOID HEIGHT- -33.78 (meters) GEOID99 DE5695 DE5695 HORZ ORDER - FIRST DE5695 VERT ORDER - THIRD ? DE5695 ELLP ORDER - FOURTH CLASS I DE5695 DE5695.The horizontal coordinates were established by GPS observations DE5695.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5695 DE5695.The orthometric height was determined by differential leveling. DE5695.The vertical network tie was performed by a horz. field party for horz. DE5695.obs reductions. Reset procedures were used to establish the elevation. DE5695 DE5695.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5695 DE5695.The Laplace correction was computed from DEFLEC99 derived deflections. DE5695 DE5695.The ellipsoidal height was determined by GPS observations DE5695.and is referenced to NAD 83. DE5695 DE5695.The geoid height was determined by GEOID99. DE5695 DE5695; North East Units Scale Converg. DE5695;SPC MN N - 270,167.427 1,055,872.300 MT 0.99990598 +2 32 29.5 DE5695;UTM 16 - 5,317,484.691 300,673.306 MT 1.00008823 -1 59 06.2 DE5695 DE5695: Primary Azimuth Mark Grid Az DE5695:SPC MN N - 1604 L 242 40 38.9 DE5695:UTM 16 - 1604 L 247 12 14.6 DE5695 DE5695|---------------------------------------------------------------------| DE5695| PID Reference Object Distance Geod. Az | DE5695| dddmmss.s | DE5695| DE5694 1604 L APPROX. 0.7 KM 2451308.4 | DE5695|---------------------------------------------------------------------| DE5695 DE5695 SUPERSEDED SURVEY CONTROL DE5695 DE5695.No superseded survey control is available for this station. DE5695 DE5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0067317485(NAD 83) DE5695_MARKER: DD = SURVEY DISK DE5695_SETTING: 66 = SET IN ROCK OUTCROP DE5695_STAMPING: 1604 M 1997 DE5695_MARK LOGO: MNDT DE5695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5695+STABILITY: POSITION/ELEVATION WELL DE5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5695+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5695 DE5695 HISTORY - Date Condition Report By DE5695 HISTORY - 1997 MONUMENTED MNDT DE5695 HISTORY - 19970813 GOOD MNDT DE5695 DE5695 STATION DESCRIPTION DE5695 DE5695'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5695'1.0 MI (1.6 KM) NE OF GRAND PORTAGE, 1.1 MI (1.8 KM) NE ALONG TH 61 DE5695'FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61 DE5695'MP 146.50, 43.5 FT (13.3 M) SE OF TH 61, 215 FT (65.5 M) EAST OF END DE5695'WOODEN GUARD POST, AND 1.4 FT (0.4 M) WEST OF WIT POST. DE5695 DE5695 STATION RECOVERY (1997) DE5695 DE5695'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5695'THE MARK IS 1.0 MI (1.6 KM) NE OF GRAND PORTAGE, 1.1 MI (1.8 KM) NE DE5695'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND DE5695'PORTAGE, AT TH 61 MP 146.50, 43.5 FT (13.3 M) SE OF TH 61, 215 FT DE5695'(65.5 M) EAST OF END WOODEN GUARD POST, AND 1.4 FT (0.4 M) WEST OF WIT DE5695'POST. DISK SET IN A DRILL HOLE IN ROCK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5696 *********************************************************************** DE5696 DESIGNATION - 1604 Q DE5696 PID - DE5696 DE5696 STATE/COUNTY- MN/COOK DE5696 USGS QUAD - GRAND PORTAGE (1976) DE5696 DE5696 *CURRENT SURVEY CONTROL DE5696 ___________________________________________________________________ DE5696* NAD 83(1996)- 47 59 30.75867(N) 089 38 23.00723(W) ADJUSTED DE5696* NAVD 88 - 266.34 (meters) 873.8 (feet) LEVELING DE5696 ___________________________________________________________________ DE5696 X - 26,890.727 (meters) COMP DE5696 Y - -4,276,459.887 (meters) COMP DE5696 Z - 4,716,444.603 (meters) COMP DE5696 LAPLACE CORR- -11.71 (seconds) DEFLEC99 DE5696 ELLIP HEIGHT- 232.35 (meters) GPS OBS DE5696 GEOID HEIGHT- -33.93 (meters) GEOID99 DE5696 DE5696 HORZ ORDER - FIRST DE5696 VERT ORDER - THIRD ? DE5696 ELLP ORDER - FOURTH CLASS I DE5696 DE5696.The horizontal coordinates were established by GPS observations DE5696.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5696 DE5696.The orthometric height was determined by differential leveling. DE5696.The vertical network tie was performed by a horz. field party for horz. DE5696.obs reductions. Reset procedures were used to establish the elevation. DE5696 DE5696.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5696 DE5696.The Laplace correction was computed from DEFLEC99 derived deflections. DE5696 DE5696.The ellipsoidal height was determined by GPS observations DE5696.and is referenced to NAD 83. DE5696 DE5696.The geoid height was determined by GEOID99. DE5696 DE5696; North East Units Scale Converg. DE5696;SPC MN N - 271,636.692 1,058,154.458 MT 0.99990654 +2 33 53.4 DE5696;UTM 16 - 5,318,769.481 303,064.727 MT 1.00007658 -1 57 43.5 DE5696 DE5696 SUPERSEDED SURVEY CONTROL DE5696 DE5696.No superseded survey control is available for this station. DE5696 DE5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0306518769(NAD 83) DE5696_MARKER: DD = SURVEY DISK DE5696_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE5696_STAMPING: 1604 Q 1997 DE5696_MARK LOGO: MNDT DE5696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5696+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5696 DE5696 HISTORY - Date Condition Report By DE5696 HISTORY - 1997 MONUMENTED MNDT DE5696 HISTORY - 19970813 GOOD MNDT DE5696 DE5696 STATION DESCRIPTION DE5696 DE5696'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5696'2.75 MI (4.43 KM) NE OF GRAND PORTAGE, 2.8 MI (4.5 KM) NE ALONG TH 61 DE5696'FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61 DE5696'MP 148.20, 51.2 FT (15.6 M) SE OF TH 61, 2.4 FT (0.7 M) SE OF DE5696'GUARDRAIL, AND 2.5 FT (0.8 M) NW OF WIT POST. DE5696 DE5696 STATION RECOVERY (1997) DE5696 DE5696'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5696'THE MARK IS 2.75 MI (4.43 KM) NE OF GRAND PORTAGE, 2.8 MI (4.5 KM) NE DE5696'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND DE5696'PORTAGE, AT TH 61 MP 148.20, 51.2 FT (15.6 M) SE OF TH 61, 2.4 FT (0.7 DE5696'M) SE OF GUARDRAIL, AND 2.5 FT (0.8 M) NW OF WIT POST. DRIVEN TO DE5696'REFUSAL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 SZ0024 *********************************************************************** SZ0024 DESIGNATION - 19 SZ0024 PID - SZ0024 SZ0024 STATE/COUNTY- MN/COOK SZ0024 USGS QUAD - PIGEON POINT (1976) SZ0024 SZ0024 *CURRENT SURVEY CONTROL SZ0024 ___________________________________________________________________ SZ0024* NAD 83(1986)- 48 00 05. (N) 089 35 06. (W) SCALED SZ0024* NAVD 88 - 190.748 (meters) 625.81 (feet) ADJUSTED SZ0024 ___________________________________________________________________ SZ0024 GEOID HEIGHT- -34.15 (meters) GEOID99 SZ0024 DYNAMIC HT - 190.785 (meters) 625.93 (feet) COMP SZ0024 MODELED GRAV- 980,803.6 (mgal) NAVD 88 SZ0024 SZ0024 VERT ORDER - FIRST CLASS II SZ0024 SZ0024.The horizontal coordinates were scaled from a topographic map and have SZ0024.an estimated accuracy of +/- 6 seconds. SZ0024 SZ0024.The orthometric height was determined by differential leveling SZ0024.and adjusted by the National Geodetic Survey in June 1991. SZ0024 SZ0024.The geoid height was determined by GEOID99. SZ0024 SZ0024.The dynamic height is computed by dividing the NAVD 88 SZ0024.geopotential number by the normal gravity value computed on the SZ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SZ0024.degrees latitude (g = 980.6199 gals.). SZ0024 SZ0024.The modeled gravity was interpolated from observed gravity values. SZ0024 SZ0024; North East Units Estimated Accuracy SZ0024;SPC MN N - 272,880. 1,062,190. MT (+/- 180 meters Scaled) SZ0024 SZ0024 SUPERSEDED SURVEY CONTROL SZ0024 SZ0024.No superseded survey control is available for this station. SZ0024 SZ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU071196(NAD 83) SZ0024_MARKER: DB = BENCH MARK DISK SZ0024_SETTING: 36 = BRIDGE CURB SZ0024_STAMPING: 19 SZ0024_MARK LOGO: IBC SZ0024_MAGNETIC: O = OTHER; SEE DESCRIPTION SZ0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SZ0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SZ0024+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997 SZ0024 SZ0024 HISTORY - Date Condition Report By SZ0024 HISTORY - 1900 MONUMENTED IBC SZ0024 HISTORY - 1979 GOOD NGS SZ0024 HISTORY - 19971008 GOOD MNDT SZ0024 SZ0024 STATION DESCRIPTION SZ0024 SZ0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 SZ0024'IN PIGEON RIVER. SZ0024'IN PIGEON RIVER, AT THE SOUTH END OF THE INTERNATIONAL BRIDGE, SZ0024'0.5 FT. NORTH OF THE SOUTH END OF THE WEST CURB OF THE BRIDGE, 1.5 SZ0024'FT. SOUTH OF BENCH MARK 1357 IBC. SZ0024'THE MARK IS 0.5 FT ABOVE THE HIGHWAY. SZ0024 SZ0024 STATION RECOVERY (1997) SZ0024 SZ0024'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) SZ0024'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5701 *********************************************************************** DE5701 DESIGNATION - DERONDA DE5701 PID - DE5701 DE5701 STATE/COUNTY- MN/COOK DE5701 USGS QUAD - MINERAL CENTER (1986) DE5701 DE5701 *CURRENT SURVEY CONTROL DE5701 ___________________________________________________________________ DE5701* NAD 83(1996)- 47 54 14.95636(N) 089 46 22.49264(W) ADJUSTED DE5701* NAVD 88 - 190.02 (meters) 623.4 (feet) LEVELING DE5701 ___________________________________________________________________ DE5701 X - 16,978.064 (meters) COMP DE5701 Y - -4,283,702.944 (meters) COMP DE5701 Z - 4,709,855.076 (meters) COMP DE5701 LAPLACE CORR- -14.61 (seconds) DEFLEC99 DE5701 ELLIP HEIGHT- 156.72 (meters) GPS OBS DE5701 GEOID HEIGHT- -33.21 (meters) GEOID99 DE5701 DE5701 HORZ ORDER - FIRST DE5701 VERT ORDER - THIRD ? DE5701 ELLP ORDER - FOURTH CLASS I DE5701 DE5701.The horizontal coordinates were established by GPS observations DE5701.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5701 DE5701.The orthometric height was determined by differential leveling. DE5701.The vertical network tie was performed by a horz. field party for horz. DE5701.obs reductions. Reset procedures were used to establish the elevation. DE5701 DE5701.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5701 DE5701.The Laplace correction was computed from DEFLEC99 derived deflections. DE5701 DE5701.The ellipsoidal height was determined by GPS observations DE5701.and is referenced to NAD 83. DE5701 DE5701.The geoid height was determined by GEOID99. DE5701 DE5701; North East Units Scale Converg. DE5701;SPC MN N - 261,456.551 1,048,643.678 MT 0.99990353 +2 27 58.0 DE5701;UTM 16 - 5,309,369.684 292,778.301 MT 1.00012768 -2 03 29.9 DE5701 DE5701 SUPERSEDED SURVEY CONTROL DE5701 DE5701.No superseded survey control is available for this station. DE5701 DE5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9277809370(NAD 83) DE5701_MARKER: DD = SURVEY DISK DE5701_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE5701_STAMPING: DERONDA 1997 DE5701_MARK LOGO: MNDT DE5701_PROJECTION: FLUSH DE5701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5701+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5701_ROD/PIPE-DEPTH: 3.0 meters DE5701 DE5701 HISTORY - Date Condition Report By DE5701 HISTORY - 1997 MONUMENTED MNDT DE5701 HISTORY - 19970813 GOOD MNDT DE5701 DE5701 STATION DESCRIPTION DE5701 DE5701'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5701'10.0 MI (16.1 KM) NE OF HOVLAND, 10.0 MI (16.1 KM) NE ALONG TH 61 FROM DE5701'JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP 138.90, 40.5 FT DE5701'(12.3 M) NE OF TH 61, 49.0 FT (14.9 M) ENE OF DRIVEWAY WITH FIRE DE5701'NUMBER 7056, AND 2.5 FT (0.8 M) WNW OF WIT POST, STA FLUSH WITH DE5701'GROUND. DE5701 DE5701 STATION RECOVERY (1997) DE5701 DE5701'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5701'THE MARK IS 10.0 MI (16.1 KM) NE OF HOVLAND, 10.0 MI (16.1 KM) NE DE5701'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP DE5701'138.90, 40.5 FT (12.3 M) NE OF TH 61, 49.0 FT (14.9 M) ENE OF DRIVEWAY DE5701'WITH FIRE NUMBER 7056, AND 2.5 FT (0.8 M) WNW OF WIT POST, STA FLUSH DE5701'WITH GROUND. DRIVEN TO REFUSAL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5703 *********************************************************************** DE5703 DESIGNATION - ERICKSON DE5703 PID - DE5703 DE5703 STATE/COUNTY- MN/COOK DE5703 USGS QUAD - MINERAL CENTER (1986) DE5703 DE5703 *CURRENT SURVEY CONTROL DE5703 ___________________________________________________________________ DE5703* NAD 83(1996)- 47 54 08.93129(N) 089 46 43.91607(W) ADJUSTED DE5703* NAVD 88 - 212.12 (meters) 695.9 (feet) LEVELING DE5703 ___________________________________________________________________ DE5703 X - 16,533.733 (meters) COMP DE5703 Y - -4,283,857.609 (meters) COMP DE5703 Z - 4,709,746.750 (meters) COMP DE5703 LAPLACE CORR- -14.94 (seconds) DEFLEC99 DE5703 ELLIP HEIGHT- 178.86 (meters) GPS OBS DE5703 GEOID HEIGHT- -33.18 (meters) GEOID99 DE5703 DE5703 HORZ ORDER - FIRST DE5703 VERT ORDER - THIRD ? DE5703 ELLP ORDER - FOURTH CLASS I DE5703 DE5703.The horizontal coordinates were established by GPS observations DE5703.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5703 DE5703.The orthometric height was determined by differential leveling. DE5703.The vertical network tie was performed by a horz. field party for horz. DE5703.obs reductions. Reset procedures were used to establish the elevation. DE5703 DE5703.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5703 DE5703.The Laplace correction was computed from DEFLEC99 derived deflections. DE5703 DE5703.The ellipsoidal height was determined by GPS observations DE5703.and is referenced to NAD 83. DE5703 DE5703.The geoid height was determined by GEOID99. DE5703 DE5703; North East Units Scale Converg. DE5703;SPC MN N - 261,251.527 1,048,207.210 MT 0.99990350 +2 27 42.1 DE5703;UTM 16 - 5,309,199.691 292,326.919 MT 1.00012998 -2 03 45.6 DE5703 DE5703 SUPERSEDED SURVEY CONTROL DE5703 DE5703.No superseded survey control is available for this station. DE5703 DE5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9232709200(NAD 83) DE5703_MARKER: DD = SURVEY DISK DE5703_SETTING: 66 = SET IN ROCK OUTCROP DE5703_STAMPING: ERICKSON 1997 DE5703_MARK LOGO: MNDT DE5703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5703+STABILITY: POSITION/ELEVATION WELL DE5703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5703+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5703 DE5703 HISTORY - Date Condition Report By DE5703 HISTORY - 1997 MONUMENTED MNDT DE5703 HISTORY - 19970813 GOOD MNDT DE5703 DE5703 STATION DESCRIPTION DE5703 DE5703'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH) DE5703'9.7 MI (15.6 KM) NE OF HOVLAND, 9.7 MI (15.6 KM) NE ALONG TH 61 FROM DE5703'THE JCT OF TH 61 AND CO RD 16 (ARROWHEAD RD) IN HOVLAND, AT TH 61 MP DE5703'138.6, AT TOP OF ROCK OUTCROP, NW OF TH 61, NO LOCAL TIES AVAILABLE AT DE5703'THIS TIME. DE5703 DE5703 STATION RECOVERY (1997) DE5703 DE5703'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5703'THE MARK IS 9.7 MI (15.6 KM) NE OF HOVLAND, 9.7 MI (15.6 KM) NE ALONG DE5703'TH 61 FROM THE JCT OF TH 61 AND CO RD 16 (ARROWHEAD RD) IN HOVLAND, AT DE5703'TH 61 MP 138.6, 84 FT (25.6 M) NW OF TH 61, 54.2 FT (16.5 M) SW OF DE5703'P-POLE, 23 FT (7.0 M) NW OF SE EDGE OF ROCK, 4.2 FT (1.3 M) NE OF WIT DE5703'POST. DISK SET IN A DRILL HOLE IN ROCK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AC4993 *********************************************************************** AC4993 CBN - This is a Cooperative Base Network Control Station. AC4993 DESIGNATION - FRANK AC4993 PID - AC4993 AC4993 STATE/COUNTY- MN/COOK AC4993 USGS QUAD - PIGEON POINT (1976) AC4993 AC4993 *CURRENT SURVEY CONTROL AC4993 ___________________________________________________________________ AC4993* NAD 83(1996)- 47 59 56.93550(N) 089 35 41.28644(W) ADJUSTED AC4993* NAVD 88 - 192.96 (meters) 633.1 (feet) LEVELING AC4993 ___________________________________________________________________ AC4993 X - 30,239.057 (meters) COMP AC4993 Y - -4,275,787.462 (meters) COMP AC4993 Z - 4,716,930.991 (meters) COMP AC4993 LAPLACE CORR- -10.27 (seconds) DEFLEC99 AC4993 ELLIP HEIGHT- 158.78 (meters) GPS OBS AC4993 GEOID HEIGHT- -34.11 (meters) GEOID99 AC4993 AC4993 HORZ ORDER - B AC4993 VERT ORDER - THIRD ? AC4993 ELLP ORDER - FOURTH CLASS I AC4993 AC4993.The horizontal coordinates were established by GPS observations AC4993.and adjusted by the National Geodetic Survey in January 1997. AC4993 AC4993.The orthometric height was determined by differential leveling. AC4993.The vertical network tie was performed by a horz. field party for horz. AC4993.obs reductions. Reset procedures were used to establish the elevation. AC4993 AC4993.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4993 AC4993.The Laplace correction was computed from DEFLEC99 derived deflections. AC4993 AC4993.The ellipsoidal height was determined by GPS observations AC4993.and is referenced to NAD 83. AC4993 AC4993.The geoid height was determined by GEOID99. AC4993 AC4993; North East Units Scale Converg. AC4993;SPC MN N - 272,595.287 1,061,466.976 MT 0.99990689 +2 35 53.2 AC4993;UTM 16 - 5,319,463.748 306,443.117 MT 1.00006037 -1 55 44.0 AC4993 AC4993 SUPERSEDED SURVEY CONTROL AC4993 AC4993.No superseded survey control is available for this station. AC4993 AC4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0644319464(NAD 83) AC4993_MARKER: F = FLANGE-ENCASED ROD AC4993_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC4993_STAMPING: FRANK 1995 AC4993_MARK LOGO: MNDT AC4993_PROJECTION: FLUSH AC4993_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC4993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4993+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997 AC4993_ROD/PIPE-DEPTH: 7.9 meters AC4993_SLEEVE-DEPTH : 0.9 meters AC4993 AC4993 HISTORY - Date Condition Report By AC4993 HISTORY - 1995 MONUMENTED MNDT AC4993 HISTORY - 19970813 GOOD MNDT AC4993 HISTORY - 19971008 GOOD MNDT AC4993 AC4993 STATION DESCRIPTION AC4993 AC4993'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH) AC4993'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1995. THE MARK IS AC4993'LOCATED ABOUT 5 MI (8.0 KM) ENE OF THE TOWN OF GRAND PORTAGE IN THE NE AC4993'1/4 OF SECTION 30, T64N, R7E. TO REACH THE MARK FROM THE JCT OF TH 61 AC4993'AND CO RD 73 IN GRAND PORTAGE, GO ENE FOR 4.95 MI (7.97 KM) ALONG TH AC4993'61 TO TH 61 MP 150.35 AND THE MARK ON THE LEFT. THE MARK IS A PUNCH AC4993'MARK ON THE TOP OF A DRIVEN 1/2 INCH DIAMETER BY 26 FT (7.9 M) LONG AC4993'STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE. AC4993'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP THAT IS FLUSH AC4993'WITH THE GROUND AND STAMPED---FRANK 1995---, SET ON THE TOP OF A 5 AC4993'INCH DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AC4993'AND SET IN CONCRETE. A METAL SPIKE PLACED IN THE SILICA SAND MAKES AC4993'THE MARK MAGNETIC. THE MARK IS 34.5 FT (10.5 M) SOUTH OF WB TH 61, 69 AC4993'FT (21.0 M) NORTH OF EB TH 61, 146 FT (44.5 M) WEST OF A CROSSOVER, AC4993'AND 44.8 FT (13.7 M) EAST OF A WIT POST. DESCRIBED BY DAVID K. AC4993'HERDER, TYPED BY G.W.O. AC4993 AC4993 STATION RECOVERY (1997) AC4993 AC4993'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 AC4993'THE MARK WAS RECOVERED IN GOOD CONDITION. AC4993 AC4993 STATION RECOVERY (1997) AC4993 AC4993'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) AC4993'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 SG0140 *********************************************************************** SG0140 DESIGNATION - L 344 SG0140 PID - SG0140 SG0140 STATE/COUNTY- MN/COOK SG0140 USGS QUAD - HOVLAND (1986) SG0140 SG0140 *CURRENT SURVEY CONTROL SG0140 ___________________________________________________________________ SG0140* NAD 83(1996)- 47 50 57.29442(N) 089 57 04.06760(W) ADJUSTED SG0140* NAVD 88 - 217.294 (meters) 712.91 (feet) ADJUSTED SG0140 ___________________________________________________________________ SG0140 X - 3,657.667 (meters) COMP SG0140 Y - -4,288,282.004 (meters) COMP SG0140 Z - 4,705,781.068 (meters) COMP SG0140 LAPLACE CORR- -15.77 (seconds) DEFLEC99 SG0140 ELLIP HEIGHT- 184.80 (meters) GPS OBS SG0140 GEOID HEIGHT- -32.42 (meters) GEOID99 SG0140 DYNAMIC HT - 217.343 (meters) 713.07 (feet) COMP SG0140 MODELED GRAV- 980,829.1 (mgal) NAVD 88 SG0140 SG0140 HORZ ORDER - FIRST SG0140 VERT ORDER - FIRST CLASS II SG0140 ELLP ORDER - FOURTH CLASS I SG0140 SG0140.The horizontal coordinates were established by GPS observations SG0140.and adjusted by the MN DEPT OF TRANSP in June 2002. SG0140 SG0140.The orthometric height was determined by differential leveling SG0140.and adjusted by the National Geodetic Survey in June 1991. SG0140 SG0140.The X, Y, and Z were computed from the position and the ellipsoidal ht. SG0140 SG0140.The Laplace correction was computed from DEFLEC99 derived deflections. SG0140 SG0140.The ellipsoidal height was determined by GPS observations SG0140.and is referenced to NAD 83. SG0140 SG0140.The geoid height was determined by GEOID99. SG0140 SG0140.The dynamic height is computed by dividing the NAVD 88 SG0140.geopotential number by the normal gravity value computed on the SG0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SG0140.degrees latitude (g = 980.6199 gals.). SG0140 SG0140.The modeled gravity was interpolated from observed gravity values. SG0140 SG0140; North East Units Scale Converg. SG0140;SPC MN N - 254,799.403 1,035,581.257 MT 0.99990285 +2 20 02.4 SG0140;UTM 16 - 5,303,762.050 279,228.001 MT 1.00019896 -2 11 19.7 SG0140;UTM 15 - 5,304,046.122 728,083.207 MT 1.00023929 +2 15 40.8 SG0140 SG0140 SUPERSEDED SURVEY CONTROL SG0140 SG0140.No superseded survey control is available for this station. SG0140 SG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU7922803762(NAD 83) SG0140_MARKER: DV = VERTICAL CONTROL DISK SG0140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) SG0140_STAMPING: L 344 1978 SG0140_MARK LOGO: NGS SG0140_PROJECTION: PROJECTING 8 CENTIMETERS SG0140_MAGNETIC: O = OTHER; SEE DESCRIPTION SG0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SG0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SG0140+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 SG0140_ROD/PIPE-DEPTH: 3.66 meters SG0140 SG0140 HISTORY - Date Condition Report By SG0140 HISTORY - 1978 MONUMENTED NGS SG0140 HISTORY - 19970813 GOOD NGS SG0140 HISTORY - 19970813 GOOD MNDT SG0140 SG0140 STATION DESCRIPTION SG0140 SG0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 SG0140'0.6 MI NE FROM HOVLAND. SG0140'0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE T-JUNCTION OF SG0140'COUNTY ROAD 16 IN HOVLAND, ONE POWERLINE POLE SOUTHWEST OF A TRACK SG0140'ROAD LEADING NORTH AND A POWERLINE ANGLE POLE, 270 FT. SOUTHWEST SG0140'OF THE TRACK ROAD, 42.0 FT. NORTHWEST OF THE CENTERLINE OF THE SG0140'HIGHWAY, 3.0 FT. SOUTH OF A POWERLINE POLE. DISK IS LEVEL WITH SG0140'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW SG0140'PLUG. SG0140'THE MARK IS 1 FT NE FROM A WITNESS POST. SG0140'THE MARK IS 3 FT BELOW THE HIGHWAY. SG0140 SG0140 STATION RECOVERY (1997) SG0140 SG0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 SG0140'RECOVERED AS DESCRIBED AT TH 61 MP 129.50. SG0140 SG0140 STATION RECOVERY (1997) SG0140 SG0140'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) SG0140'RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AT TH 61 MP SG0140'129.5. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 SG0142 *********************************************************************** SG0142 DESIGNATION - N 344 SG0142 PID - SG0142 SG0142 STATE/COUNTY- MN/COOK SG0142 USGS QUAD - HOVLAND (1986) SG0142 SG0142 *CURRENT SURVEY CONTROL SG0142 ___________________________________________________________________ SG0142* NAD 83(1996)- 47 52 04.73884(N) 089 53 58.69186(W) ADJUSTED SG0142* NAVD 88 - 187.328 (meters) 614.59 (feet) ADJUSTED SG0142 ___________________________________________________________________ SG0142 X - 7,508.918 (meters) COMP SG0142 Y - -4,286,712.140 (meters) COMP SG0142 Z - 4,707,156.383 (meters) COMP SG0142 LAPLACE CORR- -14.34 (seconds) DEFLEC99 SG0142 ELLIP HEIGHT- 154.63 (meters) GPS OBS SG0142 GEOID HEIGHT- -32.65 (meters) GEOID99 SG0142 DYNAMIC HT - 187.367 (meters) 614.72 (feet) COMP SG0142 MODELED GRAV- 980,815.4 (mgal) NAVD 88 SG0142 SG0142 HORZ ORDER - FIRST SG0142 VERT ORDER - FIRST CLASS II SG0142 ELLP ORDER - FOURTH CLASS I SG0142 SG0142.The horizontal coordinates were established by GPS observations SG0142.and adjusted by the MN DEPT OF TRANSP in June 2002. SG0142 SG0142.The orthometric height was determined by differential leveling SG0142.and adjusted by the National Geodetic Survey in June 1991. SG0142 SG0142.The X, Y, and Z were computed from the position and the ellipsoidal ht. SG0142 SG0142.The Laplace correction was computed from DEFLEC99 derived deflections. SG0142 SG0142.The ellipsoidal height was determined by GPS observations SG0142.and is referenced to NAD 83. SG0142 SG0142.The geoid height was determined by GEOID99. SG0142 SG0142.The dynamic height is computed by dividing the NAVD 88 SG0142.geopotential number by the normal gravity value computed on the SG0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SG0142.degrees latitude (g = 980.6199 gals.). SG0142 SG0142.The modeled gravity was interpolated from observed gravity values. SG0142 SG0142; North East Units Scale Converg. SG0142;SPC MN N - 257,038.682 1,039,345.308 MT 0.99990298 +2 22 19.8 SG0142;UTM 16 - 5,305,698.072 283,158.043 MT 1.00017782 -2 09 04.3 SG0142 SG0142 SUPERSEDED SURVEY CONTROL SG0142 SG0142.No superseded survey control is available for this station. SG0142 SG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8315805698(NAD 83) SG0142_MARKER: DV = VERTICAL CONTROL DISK SG0142_SETTING: 80 = SET IN A BOULDER SG0142_STAMPING: N 344 1978 SG0142_MARK LOGO: NGS SG0142_MAGNETIC: N = NO MAGNETIC MATERIAL SG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SG0142+STABILITY: SURFACE MOTION SG0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SG0142+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 SG0142 SG0142 HISTORY - Date Condition Report By SG0142 HISTORY - 1978 MONUMENTED NGS SG0142 HISTORY - 19970813 GOOD NGS SG0142 HISTORY - 19970813 GOOD MNDT SG0142 SG0142 STATION DESCRIPTION SG0142 SG0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 SG0142'3.3 MI NE FROM HOVLAND. SG0142'3.3 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE T-JUNCTION OF SG0142'COUNTY ROAD 16 IN HOVLAND, 0.3 MILE NORTHEAST OF MILEPOST 432, SG0142'ACROSS THE HIGHWAY FROM A GRAVEL ROAD LEADING NORTHWEST, AT A TRAIL SG0142'LEADING SOUTHWEST, IN TOP OF A 3-FT. BY 5-FT. EMBEDDED BOULDER, SG0142'92.0 FT. SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE GRAVEL ROAD, SG0142'45.0 FT. SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.0 FT. SG0142'NORTHWEST OF THE TRAIL. SG0142'THE MARK IS 1 FT SE FROM A WITNESS POST. SG0142'THE MARK IS 2 FT BELOW THE HIGHWAY. SG0142 SG0142 STATION RECOVERY (1997) SG0142 SG0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 SG0142'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SG0142'THE MARK IS LOCATED 3.45 MI (5.55 KM) NE OF JCT OF TH 61 AND CO RD 16 SG0142'IN HOVLAND, 38.5 FT (11.7 M) SE OF TH 61, 2.5 FT (0.8 M) SE OF WIT SG0142'POST, 17 FT (5.2 M) SE OF GUARD RAIL, 71 FT (21.6 M) SW OF DRIVEWAY SG0142'NW, AT TH 61 MP 132.3. SG0142 SG0142 STATION RECOVERY (1997) SG0142 SG0142'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) SG0142'THE MARK WAS RECOVERED IN GOOD CONDITION. NEW ADDITIONS FOLLOW. 38.5 SG0142'FT (11.7 M) SE OF TH 61, 2.5 FT (0.8 M) SE OF WIT POST, 17 FT (5.2 M) SG0142'SE OF GUARD RAIL, 71 FT (21.6 M) SW OF DRIVEWAY NW, AT TH 61 MP 132.3. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 SG0143 *********************************************************************** SG0143 DESIGNATION - P 344 SG0143 PID - SG0143 SG0143 STATE/COUNTY- MN/COOK SG0143 USGS QUAD - HOVLAND (1986) SG0143 SG0143 *CURRENT SURVEY CONTROL SG0143 ___________________________________________________________________ SG0143* NAD 83(1996)- 47 52 15.66955(N) 089 52 55.26930(W) ADJUSTED SG0143* NAVD 88 - 190.808 (meters) 626.01 (feet) ADJUSTED SG0143 ___________________________________________________________________ SG0143 X - 8,826.491 (meters) COMP SG0143 Y - -4,286,461.519 (meters) COMP SG0143 Z - 4,707,385.365 (meters) COMP SG0143 LAPLACE CORR- -13.83 (seconds) DEFLEC99 SG0143 ELLIP HEIGHT- 158.01 (meters) GPS OBS SG0143 GEOID HEIGHT- -32.72 (meters) GEOID99 SG0143 DYNAMIC HT - 190.848 (meters) 626.14 (feet) COMP SG0143 MODELED GRAV- 980,815.4 (mgal) NAVD 88 SG0143 SG0143 HORZ ORDER - FIRST SG0143 VERT ORDER - FIRST CLASS II SG0143 ELLP ORDER - FOURTH CLASS I SG0143 SG0143.The horizontal coordinates were established by GPS observations SG0143.and adjusted by the MN DEPT OF TRANSP in June 2002. SG0143 SG0143.The orthometric height was determined by differential leveling SG0143.and adjusted by the National Geodetic Survey in June 1991. SG0143 SG0143.The X, Y, and Z were computed from the position and the ellipsoidal ht. SG0143 SG0143.The Laplace correction was computed from DEFLEC99 derived deflections. SG0143 SG0143.The ellipsoidal height was determined by GPS observations SG0143.and is referenced to NAD 83. SG0143 SG0143.The geoid height was determined by GEOID99. SG0143 SG0143.The dynamic height is computed by dividing the NAVD 88 SG0143.geopotential number by the normal gravity value computed on the SG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SG0143.degrees latitude (g = 980.6199 gals.). SG0143 SG0143.The modeled gravity was interpolated from observed gravity values. SG0143 SG0143; North East Units Scale Converg. SG0143;SPC MN N - 257,430.657 1,040,648.049 MT 0.99990301 +2 23 06.8 SG0143;UTM 16 - 5,305,986.161 284,488.001 MT 1.00017076 -2 08 17.6 SG0143 SG0143 SUPERSEDED SURVEY CONTROL SG0143 SG0143.No superseded survey control is available for this station. SG0143 SG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8448805986(NAD 83) SG0143_MARKER: DV = VERTICAL CONTROL DISK SG0143_SETTING: 66 = SET IN ROCK OUTCROP SG0143_STAMPING: P 344 1978 SG0143_MARK LOGO: NGS SG0143_MAGNETIC: N = NO MAGNETIC MATERIAL SG0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD SG0143+STABILITY: POSITION/ELEVATION WELL SG0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SG0143+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 SG0143 SG0143 HISTORY - Date Condition Report By SG0143 HISTORY - 1978 MONUMENTED NGS SG0143 HISTORY - 19970813 GOOD NGS SG0143 HISTORY - 19970813 GOOD MNDT SG0143 SG0143 STATION DESCRIPTION SG0143 SG0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 SG0143'4.1 MI NE FROM HOVLAND. SG0143'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE T-JUNCTION OF SG0143'COUNTY ROAD 16 IN HOVLAND, 0.15 MILE NORTHEAST OF MILEPOST 433, SG0143'IN TOP OF THE APPROXIMATE CENTER OF A LARGE OUTCROP, 390 FT. SG0143'SOUTHWEST OF A DRIVEWAY LEADING SOUTHEAST, 75.0 FT. NORTHWEST OF SG0143'THE CENTERLINE OF THE HIGHWAY, 18.0 FT. NORTHWEST OF THE SOUTHEAST SG0143'EDGE OF THE OUTCROP. SG0143'THE MARK IS 1 FT SE FROM A WITNESS POST. SG0143'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. SG0143 SG0143 STATION RECOVERY (1997) SG0143 SG0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 SG0143'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. SG0143'THE MARK IS LOCATED 4.35 MI (7.00 KM) NE OF JCT OF TH 61 AND CO RD 16 SG0143'IN HOVLAND, 70 FT (21.3 M) NW OF TH 61, 390 FT (118.9 M) SW OF SG0143'DRIVEWAY SE, 18 FT (5.5 M) NW OF SE EDGE OF ROCK OUTCROP, 49 FT (14.9 SG0143'M) EAST OF P-POLE, 2.5 FT (0.8 M) NW OF WIT POST, AT TH 61 MP 133.25. SG0143 SG0143 STATION RECOVERY (1997) SG0143 SG0143'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) SG0143'THE MARK WAS RECOVERED IN GOOD CONDITION. NEW ADDITIONS FOLLOW. 70 FT SG0143'(21.3 M) NW OF TH 61, 49 FT (14.9 M) EAST OF POWERPOLE, 2.5 FT (0.8 M) SG0143'NW OF WIT POST, AT TH 61 MP 133.25. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 SG0144 *********************************************************************** SG0144 DESIGNATION - Q 344 SG0144 PID - SG0144 SG0144 STATE/COUNTY- MN/COOK SG0144 USGS QUAD - MINERAL CENTER (1986) SG0144 SG0144 *CURRENT SURVEY CONTROL SG0144 ___________________________________________________________________ SG0144* NAD 83(1996)- 47 52 37.73948(N) 089 51 45.11696(W) ADJUSTED SG0144* NAVD 88 - 204.449 (meters) 670.76 (feet) ADJUSTED SG0144 ___________________________________________________________________ SG0144 X - 10,283.159 (meters) COMP SG0144 Y - -4,285,961.799 (meters) COMP SG0144 Z - 4,707,852.653 (meters) COMP SG0144 LAPLACE CORR- -13.91 (seconds) DEFLEC99 SG0144 ELLIP HEIGHT- 171.57 (meters) GPS OBS SG0144 GEOID HEIGHT- -32.80 (meters) GEOID99 SG0144 DYNAMIC HT - 204.491 (meters) 670.90 (feet) COMP SG0144 MODELED GRAV- 980,812.8 (mgal) NAVD 88 SG0144 SG0144 HORZ ORDER - FIRST SG0144 VERT ORDER - FIRST CLASS II SG0144 ELLP ORDER - FOURTH CLASS I SG0144 SG0144.The horizontal coordinates were established by GPS observations SG0144.and adjusted by the MN DEPT OF TRANSP in June 2002. SG0144 SG0144.The orthometric height was determined by differential leveling SG0144.and adjusted by the National Geodetic Survey in June 1991. SG0144 SG0144.The X, Y, and Z were computed from the position and the ellipsoidal ht. SG0144 SG0144.The Laplace correction was computed from DEFLEC99 derived deflections. SG0144 SG0144.The ellipsoidal height was determined by GPS observations SG0144.and is referenced to NAD 83. SG0144 SG0144.The geoid height was determined by GEOID99. SG0144 SG0144.The dynamic height is computed by dividing the NAVD 88 SG0144.geopotential number by the normal gravity value computed on the SG0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SG0144.degrees latitude (g = 980.6199 gals.). SG0144 SG0144.The modeled gravity was interpolated from observed gravity values. SG0144 SG0144; North East Units Scale Converg. SG0144;SPC MN N - 258,172.484 1,042,075.927 MT 0.99990308 +2 23 58.8 SG0144;UTM 16 - 5,306,613.227 285,970.329 MT 1.00016293 -2 07 26.3 SG0144 SG0144 SUPERSEDED SURVEY CONTROL SG0144 SG0144.No superseded survey control is available for this station. SG0144 SG0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8597006613(NAD 83) SG0144_MARKER: DV = VERTICAL CONTROL DISK SG0144_SETTING: 32 = HEADWALL SG0144_STAMPING: Q 344 1978 SG0144_MARK LOGO: NGS SG0144_MAGNETIC: N = NO MAGNETIC MATERIAL SG0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SG0144+STABILITY: SURFACE MOTION SG0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SG0144+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 SG0144 SG0144 HISTORY - Date Condition Report By SG0144 HISTORY - 1978 MONUMENTED NGS SG0144 HISTORY - 19970813 GOOD NGS SG0144 HISTORY - 19970813 GOOD MNDT SG0144 SG0144 STATION DESCRIPTION SG0144 SG0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 SG0144'5.1 MI NE FROM HOVLAND. SG0144'5.1 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE T-JUNCTION OF SG0144'COUNTY ROAD 16 IN HOVLAND, AT RESERVATION RIVER, IN TOP OF THE SG0144'NORTHEAST END OF THE SOUTHEAST HEADWALL OF AN ARCHWAY CULVERT, SG0144'24.0 FT. SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY. SG0144'THE MARK IS 1 FT ABOVE THE HIGHWAY. SG0144 SG0144 STATION RECOVERY (1997) SG0144 SG0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 SG0144'RECOVERED AT TH 61 MP 134.2, 1 FT (0.3 M) SW OF NE END OF HEADWALL. SG0144 SG0144 STATION RECOVERY (1997) SG0144 SG0144'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) SG0144'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AT SG0144'TH 61 MP 134.2, 1 FT (0.3 M) SW OF NE END OF HEADWALL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5722 *********************************************************************** DE5722 DESIGNATION - SLAMA DE5722 PID - DE5722 DE5722 STATE/COUNTY- MN/COOK DE5722 USGS QUAD - GRAND PORTAGE (1976) DE5722 DE5722 *CURRENT SURVEY CONTROL DE5722 ___________________________________________________________________ DE5722* NAD 83(1996)- 47 59 13.09412(N) 089 39 07.89039(W) ADJUSTED DE5722* NAVD 88 - 314.19 (meters) 1030.8 (feet) LEVELING DE5722 ___________________________________________________________________ DE5722 X - 25,962.826 (meters) COMP DE5722 Y - -4,276,903.088 (meters) COMP DE5722 Z - 4,716,115.033 (meters) COMP DE5722 LAPLACE CORR- -12.19 (seconds) DEFLEC99 DE5722 ELLIP HEIGHT- 280.25 (meters) GPS OBS DE5722 GEOID HEIGHT- -33.87 (meters) GEOID99 DE5722 DE5722 HORZ ORDER - FIRST DE5722 VERT ORDER - THIRD ? DE5722 ELLP ORDER - FOURTH CLASS I DE5722 DE5722.The horizontal coordinates were established by GPS observations DE5722.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5722 DE5722.The orthometric height was determined by differential leveling. DE5722.The vertical network tie was performed by a horz. field party for horz. DE5722.obs reductions. Reset procedures were used to establish the elevation. DE5722 DE5722.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5722 DE5722.The Laplace correction was computed from DEFLEC99 derived deflections. DE5722 DE5722.The ellipsoidal height was determined by GPS observations DE5722.and is referenced to NAD 83. DE5722 DE5722.The geoid height was determined by GEOID99. DE5722 DE5722; North East Units Scale Converg. DE5722;SPC MN N - 271,050.133 1,057,249.258 MT 0.99990631 +2 33 20.1 DE5722;UTM 16 - 5,318,256.108 302,115.892 MT 1.00008118 -1 58 16.3 DE5722 DE5722 SUPERSEDED SURVEY CONTROL DE5722 DE5722.No superseded survey control is available for this station. DE5722 DE5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0211618256(NAD 83) DE5722_MARKER: DD = SURVEY DISK DE5722_SETTING: 66 = SET IN ROCK OUTCROP DE5722_STAMPING: SLAMA 1997 DE5722_MARK LOGO: MNDT DE5722_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5722+STABILITY: POSITION/ELEVATION WELL DE5722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5722+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5722 DE5722 HISTORY - Date Condition Report By DE5722 HISTORY - 1997 MONUMENTED MNDT DE5722 HISTORY - 19970813 GOOD MNDT DE5722 DE5722 STATION DESCRIPTION DE5722 DE5722'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5722'2.15 MI (3.46 KM) NE OF GRAND PORTAGE, 2.15 MI (3.46 KM) NE ALONG TH DE5722'61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND PORTAGE, AT TH DE5722'61 MP 147.55, 194.0 FT (59.1 M) SE OF TH 61, 30.5 FT (9.3 M) SE OF DE5722'GUARDRAIL, AND 4.0 FT (1.2 M) WEST OF WIT POST. DE5722 DE5722 STATION RECOVERY (1997) DE5722 DE5722'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5722'THE MARK IS 2.15 MI (3.46 KM) NE OF GRAND PORTAGE, 2.15 MI (3.46 KM) DE5722'NE ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND DE5722'PORTAGE, AT TH 61 MP 147.55, 194.0 FT (59.1 M) SE OF TH 61, 30.5 FT DE5722'(9.3 M) SE OF GUARDRAIL, AND 4.0 FT (1.2 M) WEST OF WIT POST. DISK DE5722'SET IN A DRILL HOLE IN ROCK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5716 *********************************************************************** DE5716 DESIGNATION - TOERING DE5716 PID - DE5716 DE5716 STATE/COUNTY- MN/COOK DE5716 USGS QUAD - MINERAL CENTER (1986) DE5716 DE5716 *CURRENT SURVEY CONTROL DE5716 ___________________________________________________________________ DE5716* NAD 83(1996)- 47 52 44.00102(N) 089 51 22.80490(W) ADJUSTED DE5716* NAVD 88 - 209.28 (meters) 686.6 (feet) LEVELING DE5716 ___________________________________________________________________ DE5716 X - 10,746.428 (meters) COMP DE5716 Y - -4,285,820.442 (meters) COMP DE5716 Z - 4,707,985.933 (meters) COMP DE5716 LAPLACE CORR- -14.06 (seconds) DEFLEC99 DE5716 ELLIP HEIGHT- 176.38 (meters) GPS OBS DE5716 GEOID HEIGHT- -32.83 (meters) GEOID99 DE5716 DE5716 HORZ ORDER - FIRST DE5716 VERT ORDER - THIRD ? DE5716 ELLP ORDER - FOURTH CLASS I DE5716 DE5716.The horizontal coordinates were established by GPS observations DE5716.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5716 DE5716.The orthometric height was determined by differential leveling. DE5716.The vertical network tie was performed by a horz. field party for horz. DE5716.obs reductions. Reset procedures were used to establish the elevation. DE5716 DE5716.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5716 DE5716.The Laplace correction was computed from DEFLEC99 derived deflections. DE5716 DE5716.The ellipsoidal height was determined by GPS observations DE5716.and is referenced to NAD 83. DE5716 DE5716.The geoid height was determined by GEOID99. DE5716 DE5716; North East Units Scale Converg. DE5716;SPC MN N - 258,385.114 1,042,530.972 MT 0.99990310 +2 24 15.4 DE5716;UTM 16 - 5,306,789.351 286,440.849 MT 1.00016046 -2 07 09.9 DE5716 DE5716 SUPERSEDED SURVEY CONTROL DE5716 DE5716.No superseded survey control is available for this station. DE5716 DE5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8644106789(NAD 83) DE5716_MARKER: DD = SURVEY DISK DE5716_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DE5716+WITH SETTING: INFORMATION. DE5716_STAMPING: TOERING 1997 DE5716_MARK LOGO: MNDT DE5716_PROJECTION: RECESSED 3 CENTIMETERS DE5716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5716+STABILITY: SURFACE MOTION DE5716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5716+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5716_ROD/PIPE-DEPTH: 2.4 meters DE5716 DE5716 HISTORY - Date Condition Report By DE5716 HISTORY - 1997 MONUMENTED MNDT DE5716 HISTORY - 19970813 GOOD MNDT DE5716 DE5716 STATION DESCRIPTION DE5716 DE5716'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5716'5.5 MI (8.9 KM) NE OF HOVLAND, 5.65 MI (9.09 KM) NE ALONG TH 61 FROM DE5716'JCT OF TH 61 AND CO RD 16 IN DE5716'HOVLAND, AT TH 61 MP 134.55, 29.3 FT (8.9 M) SSE OF TH 61, 0.15 MI DE5716'(0.24 KM) WSW OF CO RD 17, AND DE5716'3.2 FT (1.0 M) NNW OF WIT POST, STA FLUSH WITH GROUND, 8 FOOT METAL DE5716'ROD IS DRIVEN TO DE5716'REFUSAL. DE5716' DE5716 DE5716 STATION RECOVERY (1997) DE5716 DE5716'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5716'THE MARK IS 5.5 MI (8.9 KM) NE OF HOVLAND, 5.65 MI (9.09 KM) NE ALONG DE5716'TH 61 FROM JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP 134.55, DE5716'29.3 FT (8.9 M) SSE OF TH 61, 0.15 MI (0.24 KM) WSW OF CO RD 17, AND DE5716'3.2 FT (1.0 M) NNW OF WIT POST, STA FLUSH WITH GROUND. DRIVEN TO DE5716'REFUSAL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 SZ0022 *********************************************************************** SZ0022 DESIGNATION - US CANADA SZ0022 PID - SZ0022 SZ0022 STATE/COUNTY- MN/COOK SZ0022 USGS QUAD - PIGEON POINT (1976) SZ0022 SZ0022 *CURRENT SURVEY CONTROL SZ0022 ___________________________________________________________________ SZ0022* NAD 83(1986)- 48 00 06. (N) 089 35 06. (W) SCALED SZ0022* NAVD 88 - 190.988 (meters) 626.60 (feet) ADJUSTED SZ0022 ___________________________________________________________________ SZ0022 GEOID HEIGHT- -34.15 (meters) GEOID99 SZ0022 DYNAMIC HT - 191.025 (meters) 626.72 (feet) COMP SZ0022 MODELED GRAV- 980,803.4 (mgal) NAVD 88 SZ0022 SZ0022 VERT ORDER - FIRST CLASS II SZ0022 SZ0022.The horizontal coordinates were scaled from a topographic map and have SZ0022.an estimated accuracy of +/- 6 seconds. SZ0022 SZ0022.The orthometric height was determined by differential leveling SZ0022.and adjusted by the National Geodetic Survey in June 1991. SZ0022 SZ0022.The geoid height was determined by GEOID99. SZ0022 SZ0022.The dynamic height is computed by dividing the NAVD 88 SZ0022.geopotential number by the normal gravity value computed on the SZ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SZ0022.degrees latitude (g = 980.6199 gals.). SZ0022 SZ0022.The modeled gravity was interpolated from observed gravity values. SZ0022 SZ0022; North East Units Estimated Accuracy SZ0022;SPC MN N - 272,910. 1,062,190. MT (+/- 180 meters Scaled) SZ0022 SZ0022 SUPERSEDED SURVEY CONTROL SZ0022 SZ0022.No superseded survey control is available for this station. SZ0022 SZ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU071197(NAD 83) SZ0022_MARKER: DU = BOUNDARY MARKER SZ0022_SETTING: 36 = BRIDGE CURB SZ0022_MARK LOGO: IBC SZ0022_MAGNETIC: O = OTHER; SEE DESCRIPTION SZ0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SZ0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SZ0022+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 SZ0022 SZ0022 HISTORY - Date Condition Report By SZ0022 HISTORY - 1900 MONUMENTED IBC SZ0022 HISTORY - 1979 GOOD NGS SZ0022 HISTORY - 19970813 GOOD MNDT SZ0022 SZ0022 STATION DESCRIPTION SZ0022 SZ0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 SZ0022'IN PIGEON RIVER. SZ0022'IN PIGEON RIVER, 151.0 FT. NORTH OF THE SOUTH END OF THE INTERNATIONAL SZ0022'BRIDGE, IN THE WEST CURB OF THE BRIDGE. SZ0022'THE MARK IS 0.5 FT ABOVE THE HIGHWAY. SZ0022 SZ0022 STATION RECOVERY (1997) SZ0022 SZ0022'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) SZ0022'RECOVERED IN GOOD CONDITION AS DESCRIBED. NOTE--MARK IS 15.5 FT (4.7 SZ0022'M) WEST OF TH 61, A UNITED STATES CANADA DISK UNSTAMPED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 DE5717 *********************************************************************** DE5717 DESIGNATION - WAUSW DE5717 PID - DE5717 DE5717 STATE/COUNTY- MN/COOK DE5717 USGS QUAD - PIGEON POINT (1976) DE5717 DE5717 *CURRENT SURVEY CONTROL DE5717 ___________________________________________________________________ DE5717* NAD 83(1996)- 47 59 58.10076(N) 089 36 23.41703(W) ADJUSTED DE5717* NAVD 88 - 198.28 (meters) 650.5 (feet) LEVELING DE5717 ___________________________________________________________________ DE5717 X - 29,365.546 (meters) COMP DE5717 Y - -4,275,770.397 (meters) COMP DE5717 Z - 4,716,959.065 (meters) COMP DE5717 LAPLACE CORR- -10.77 (seconds) DEFLEC99 DE5717 ELLIP HEIGHT- 164.15 (meters) GPS OBS DE5717 GEOID HEIGHT- -34.07 (meters) GEOID99 DE5717 DE5717 HORZ ORDER - FIRST DE5717 VERT ORDER - THIRD ? DE5717 ELLP ORDER - FOURTH CLASS I DE5717 DE5717.The horizontal coordinates were established by GPS observations DE5717.and adjusted by the MN DEPT OF TRANSP in June 2002. DE5717 DE5717.The orthometric height was determined by differential leveling. DE5717.The vertical network tie was performed by a horz. field party for horz. DE5717.obs reductions. Reset procedures were used to establish the elevation. DE5717 DE5717.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE5717 DE5717.The Laplace correction was computed from DEFLEC99 derived deflections. DE5717 DE5717.The ellipsoidal height was determined by GPS observations DE5717.and is referenced to NAD 83. DE5717 DE5717.The geoid height was determined by GEOID99. DE5717 DE5717; North East Units Scale Converg. DE5717;SPC MN N - 272,591.718 1,060,592.975 MT 0.99990691 +2 35 22.0 DE5717;UTM 16 - 5,319,529.184 305,571.426 MT 1.00006452 -1 56 15.4 DE5717 DE5717|---------------------------------------------------------------------| DE5717| PID Reference Object Distance Geod. Az | DE5717| dddmmss.s | DE5717| DE5713 RYDN TEMP 247.206 METERS 09515 | DE5717|---------------------------------------------------------------------| DE5717 DE5717 SUPERSEDED SURVEY CONTROL DE5717 DE5717.No superseded survey control is available for this station. DE5717 DE5717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0557119529(NAD 83) DE5717_MARKER: DD = SURVEY DISK DE5717_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DE5717+WITH SETTING: INFORMATION. DE5717_STAMPING: WAUSW 1997 DE5717_MARK LOGO: MNDT DE5717_PROJECTION: FLUSH DE5717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5717+STABILITY: SURFACE MOTION DE5717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5717+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997 DE5717_ROD/PIPE-DEPTH: 2.1 meters DE5717 DE5717 HISTORY - Date Condition Report By DE5717 HISTORY - 1997 MONUMENTED MNDT DE5717 HISTORY - 19970813 GOOD MNDT DE5717 DE5717 STATION DESCRIPTION DE5717 DE5717'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS) DE5717'4.5 MI (7.2 KM) NE OF GRAND PORTAGE, 4.45 MI (7.16 KM) NE ALONG TH 61 DE5717'FROM JCT OF TH 61 AND CO DE5717'RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61 MP 149.85, 42.9 FT (13.1 DE5717'M) NORTH OF TH 61, 70.6 FT DE5717'(21.5 M) WEST OF ENTRANCE, 60.4 FT (18.4 M) SW OF PINE TREE, AND 112.3 DE5717'FT (34.2 M) ENE OF WIT DE5717'POST, STA FLUSH WITH GROUND, 7 FOOT METAL ROD IS DRIVEN TO REFUSAL. DE5717' DE5717 DE5717 STATION RECOVERY (1997) DE5717 DE5717'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) DE5717'THE MARK IS 4.5 MI (7.2 KM) NE OF GRAND PORTAGE, 4.45 MI (7.16 KM) NE DE5717'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND DE5717'PORTAGE, AT TH 61 MP 149.85, 42.9 FT (13.1 M) NORTH OF TH 61, 70.6 FT DE5717'(21.5 M) WEST OF ENTRANCE, 60.4 FT (18.4 M) SW OF PINE TREE, AND 112.3 DE5717'FT (34.2 M) ENE OF WIT POST, STA FLUSH WITH GROUND. DRIVEN TO DE5717'REFUSAL.