1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4602 *********************************************************************** DF4602 DESIGNATION - 1102 B DF4602 PID - DF4602 DF4602 STATE/COUNTY- MN/CASS DF4602 USGS QUAD - CASS LAKE (1996) DF4602 DF4602 *CURRENT SURVEY CONTROL DF4602 ___________________________________________________________________ DF4602* NAD 83(1996)- 47 22 39.43404(N) 094 34 30.06121(W) ADJUSTED DF4602* NAVD 88 - 397.82 (meters) 1305.2 (feet) LEVELING DF4602 ___________________________________________________________________ DF4602 X - -345,151.262 (meters) COMP DF4602 Y - -4,313,353.055 (meters) COMP DF4602 Z - 4,670,566.948 (meters) COMP DF4602 LAPLACE CORR- -1.42 (seconds) DEFLEC99 DF4602 ELLIP HEIGHT- 369.70 (meters) (07/22/03) GPS OBS DF4602 GEOID HEIGHT- -28.11 (meters) GEOID99 DF4602 DF4602 HORZ ORDER - FIRST DF4602 VERT ORDER - THIRD ? DF4602 ELLP ORDER - THIRD CLASS II DF4602 DF4602.The horizontal coordinates were established by GPS observations DF4602.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4602 DF4602.The orthometric height was determined by differential leveling. DF4602.The vertical network tie was performed by a horz. field party for horz. DF4602.obs reductions. Reset procedures were used to establish the elevation. DF4602 DF4602.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4602 DF4602.The Laplace correction was computed from DEFLEC99 derived deflections. DF4602 DF4602.The ellipsoidal height was determined by GPS observations DF4602.and is referenced to NAD 83. DF4602 DF4602.The geoid height was determined by GEOID99. DF4602 DF4602; North East Units Scale Converg. DF4602;SPC MN C - 364,333.881 775,453.115 MT 1.00008817 -0 14 06.4 DF4602;UTM 15 - 5,248,331.713 381,105.913 MT 0.99977372 -1 09 32.7 DF4602 DF4602 SUPERSEDED SURVEY CONTROL DF4602 DF4602.No superseded survey control is available for this station. DF4602 DF4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8110648332(NAD 83) DF4602_MARKER: DV = VERTICAL CONTROL DISK DF4602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF4602_STAMPING: 1102 B 1976 DF4602_MARK LOGO: MNDT DF4602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF4602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF4602+STABILITY: SURFACE MOTION DF4602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4602+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001 DF4602 DF4602 HISTORY - Date Condition Report By DF4602 HISTORY - 1976 MONUMENTED MNDT DF4602 HISTORY - 20010815 GOOD MNDT DF4602 DF4602 STATION DESCRIPTION DF4602 DF4602'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4602'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2.25 MI (3.62 DF4602'KM) EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE TO TH 2 DF4602'MP 132.25, THENCE 325 FT (99.1 M) SOUTH ON TRAIL, OPPOSITE STONEY DF4602'POINT RESORT ENT, 66 FT (20.1 M) SE OF POWERLINE SIGN POST, 49 FT DF4602'(14.9 M) SOUTH OF STATE TRAIL, 19 FT (5.8 M) EAST OF N-S FIELD RD DF4602'EXTENDED, 11 FT (3.4 M) EAST OF CABLE MARKER, 0.8 FT (24.4 CM) NORTH DF4602'OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4597 *********************************************************************** DF4597 DESIGNATION - 1102 F DF4597 PID - DF4597 DF4597 STATE/COUNTY- MN/CASS DF4597 USGS QUAD - SUCKER LAKES (1996) DF4597 DF4597 *CURRENT SURVEY CONTROL DF4597 ___________________________________________________________________ DF4597* NAD 83(1996)- 47 22 15.49810(N) 094 29 51.83736(W) ADJUSTED DF4597* NAVD 88 - 413.08 (meters) 1355.2 (feet) LEVELING DF4597 ___________________________________________________________________ DF4597 X - -339,376.274 (meters) COMP DF4597 Y - -4,314,367.246 (meters) COMP DF4597 Z - 4,670,077.535 (meters) COMP DF4597 LAPLACE CORR- -1.39 (seconds) DEFLEC99 DF4597 ELLIP HEIGHT- 384.94 (meters) (07/22/03) GPS OBS DF4597 GEOID HEIGHT- -28.14 (meters) GEOID99 DF4597 DF4597 HORZ ORDER - FIRST DF4597 VERT ORDER - THIRD ? DF4597 ELLP ORDER - THIRD CLASS II DF4597 DF4597.The horizontal coordinates were established by GPS observations DF4597.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4597 DF4597.The orthometric height was determined by differential leveling. DF4597.The vertical network tie was performed by a horz. field party for horz. DF4597.obs reductions. Reset procedures were used to establish the elevation. DF4597 DF4597.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4597 DF4597.The Laplace correction was computed from DEFLEC99 derived deflections. DF4597 DF4597.The ellipsoidal height was determined by GPS observations DF4597.and is referenced to NAD 83. DF4597 DF4597.The geoid height was determined by GEOID99. DF4597 DF4597; North East Units Scale Converg. DF4597;SPC MN C - 363,573.507 781,287.680 MT 1.00008606 -0 10 45.1 DF4597;UTM 15 - 5,247,477.683 386,925.592 MT 0.99975713 -1 06 07.5 DF4597 DF4597 SUPERSEDED SURVEY CONTROL DF4597 DF4597.No superseded survey control is available for this station. DF4597 DF4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8692647478(NAD 83) DF4597_MARKER: DD = SURVEY DISK DF4597_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4597_STAMPING: 1102 F 2001 DF4597_MARK LOGO: MNDT DF4597_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4597+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4597 DF4597 HISTORY - Date Condition Report By DF4597 HISTORY - 2001 MONUMENTED MNDT DF4597 DF4597 STATION DESCRIPTION DF4597 DF4597'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4597'THE MARK IS 5.5 MI (8.9 KM) EAST OF CASS LAKE, 5.5 MI (8.9 KM) EAST DF4597'ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP 135.5, DF4597'138.4 FT (42.2 M) SOUTH OF TH 2, 60.3 FT (18.4 M) NORTH OF NORTH RAIL, DF4597'57.5 FT (17.5 M) WEST OF CYBA HILL RD, 2.0 FT (0.6 M) NORTH OF WIT DF4597'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 20 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4593 *********************************************************************** DF4593 DESIGNATION - 1102 G DF4593 PID - DF4593 DF4593 STATE/COUNTY- MN/CASS DF4593 USGS QUAD - SUCKER LAKES (1996) DF4593 DF4593 *CURRENT SURVEY CONTROL DF4593 ___________________________________________________________________ DF4593* NAD 83(1996)- 47 22 14.32036(N) 094 26 55.36430(W) ADJUSTED DF4593* NAVD 88 - 405.62 (meters) 1330.8 (feet) LEVELING DF4593 ___________________________________________________________________ DF4593 X - -335,686.609 (meters) COMP DF4593 Y - -4,314,677.650 (meters) COMP DF4593 Z - 4,670,047.390 (meters) COMP DF4593 LAPLACE CORR- -2.25 (seconds) DEFLEC99 DF4593 ELLIP HEIGHT- 377.45 (meters) (07/22/03) GPS OBS DF4593 GEOID HEIGHT- -28.17 (meters) GEOID99 DF4593 DF4593 HORZ ORDER - FIRST DF4593 VERT ORDER - THIRD ? DF4593 ELLP ORDER - THIRD CLASS II DF4593 DF4593.The horizontal coordinates were established by GPS observations DF4593.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4593 DF4593.The orthometric height was determined by differential leveling. DF4593.The vertical network tie was performed by a horz. field party for horz. DF4593.obs reductions. Reset procedures were used to establish the elevation. DF4593 DF4593.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4593 DF4593.The Laplace correction was computed from DEFLEC99 derived deflections. DF4593 DF4593.The ellipsoidal height was determined by GPS observations DF4593.and is referenced to NAD 83. DF4593 DF4593.The geoid height was determined by GEOID99. DF4593 DF4593; North East Units Scale Converg. DF4593;SPC MN C - 363,526.697 784,990.296 MT 1.00008595 -0 08 37.5 DF4593;UTM 15 - 5,247,371.298 390,625.739 MT 0.99974701 -1 03 57.6 DF4593 DF4593 SUPERSEDED SURVEY CONTROL DF4593 DF4593.No superseded survey control is available for this station. DF4593 DF4593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9062647371(NAD 83) DF4593_MARKER: DD = SURVEY DISK DF4593_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4593_STAMPING: 1102 G 2001 DF4593_MARK LOGO: MNDT DF4593_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4593+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4593 DF4593 HISTORY - Date Condition Report By DF4593 HISTORY - 2001 MONUMENTED MNDT DF4593 DF4593 STATION DESCRIPTION DF4593 DF4593'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4593'THE MARK IS 7.75 MI (12.47 KM) EAST OF CASS LAKE, 7.75 MI (12.47 KM) DF4593'EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP DF4593'137.75, 200 FT (61.0 M) SOUTH OF TH 2, 57.3 FT (17.5 M) NORTH OF NORTH DF4593'RAIL, 11.7 FT (3.6 M) EAST OF FOREST RD NO 2930, 2.7 FT (0.8 M) WEST DF4593'OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD DF4593'DEPTH IS 30 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4589 *********************************************************************** DF4589 DESIGNATION - 1102 H DF4589 PID - DF4589 DF4589 STATE/COUNTY- MN/CASS DF4589 USGS QUAD - SUCKER LAKES (1996) DF4589 DF4589 *CURRENT SURVEY CONTROL DF4589 ___________________________________________________________________ DF4589* NAD 83(1996)- 47 21 54.03224(N) 094 23 38.82358(W) ADJUSTED DF4589* NAVD 88 - 404.09 (meters) 1325.8 (feet) LEVELING DF4589 ___________________________________________________________________ DF4589 X - -331,610.427 (meters) COMP DF4589 Y - -4,315,454.123 (meters) COMP DF4589 Z - 4,669,621.844 (meters) COMP DF4589 LAPLACE CORR- -2.84 (seconds) DEFLEC99 DF4589 ELLIP HEIGHT- 375.87 (meters) (07/22/03) GPS OBS DF4589 GEOID HEIGHT- -28.21 (meters) GEOID99 DF4589 DF4589 HORZ ORDER - FIRST DF4589 VERT ORDER - THIRD ? DF4589 ELLP ORDER - THIRD CLASS II DF4589 DF4589.The horizontal coordinates were established by GPS observations DF4589.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4589 DF4589.The orthometric height was determined by differential leveling. DF4589.The vertical network tie was performed by a horz. field party for horz. DF4589.obs reductions. Reset procedures were used to establish the elevation. DF4589 DF4589.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4589 DF4589.The Laplace correction was computed from DEFLEC99 derived deflections. DF4589 DF4589.The ellipsoidal height was determined by GPS observations DF4589.and is referenced to NAD 83. DF4589 DF4589.The geoid height was determined by GEOID99. DF4589 DF4589; North East Units Scale Converg. DF4589;SPC MN C - 362,891.167 789,112.949 MT 1.00008417 -0 06 15.3 DF4589;UTM 15 - 5,246,669.763 394,736.220 MT 0.99973617 -1 01 32.6 DF4589 DF4589 SUPERSEDED SURVEY CONTROL DF4589 DF4589.No superseded survey control is available for this station. DF4589 DF4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9473646670(NAD 83) DF4589_MARKER: DD = SURVEY DISK DF4589_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4589_STAMPING: 1102 H 2001 DF4589_MARK LOGO: MNDT DF4589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4589+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4589 DF4589 HISTORY - Date Condition Report By DF4589 HISTORY - 2001 MONUMENTED MNDT DF4589 DF4589 STATION DESCRIPTION DF4589 DF4589'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4589'THE MARK IS 10.35 MI (16.66 KM) EAST OF CASS LAKE, 10.35 MI (16.66 KM) DF4589'EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP DF4589'140.35, 125.7 FT (38.3 M) SOUTH OF TH 2, 44.5 FT (13.6 M) WEST OF DF4589'KETCHUM, 32.5 FT (9.9 M) NORTH OF NORTH RAIL, 2.5 FT (0.8 M) NORTH OF DF4589'WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH DF4589'IS 75 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4585 *********************************************************************** DF4585 DESIGNATION - 1102 K DF4585 PID - DF4585 DF4585 STATE/COUNTY- MN/CASS DF4585 USGS QUAD - PORTAGE LAKE (1996) DF4585 DF4585 *CURRENT SURVEY CONTROL DF4585 ___________________________________________________________________ DF4585* NAD 83(1996)- 47 21 32.03508(N) 094 20 18.86918(W) ADJUSTED DF4585* NAVD 88 - 400.11 (meters) 1312.7 (feet) LEVELING DF4585 ___________________________________________________________________ DF4585 X - -327,464.444 (meters) COMP DF4585 Y - -4,316,269.172 (meters) COMP DF4585 Z - 4,669,158.682 (meters) COMP DF4585 LAPLACE CORR- -3.73 (seconds) DEFLEC99 DF4585 ELLIP HEIGHT- 371.82 (meters) (07/22/03) GPS OBS DF4585 GEOID HEIGHT- -28.27 (meters) GEOID99 DF4585 DF4585 HORZ ORDER - FIRST DF4585 VERT ORDER - THIRD ? DF4585 ELLP ORDER - THIRD CLASS II DF4585 DF4585.The horizontal coordinates were established by GPS observations DF4585.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4585 DF4585.The orthometric height was determined by differential leveling. DF4585.The vertical network tie was performed by a horz. field party for horz. DF4585.obs reductions. Reset procedures were used to establish the elevation. DF4585 DF4585.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4585 DF4585.The Laplace correction was computed from DEFLEC99 derived deflections. DF4585 DF4585.The ellipsoidal height was determined by GPS observations DF4585.and is referenced to NAD 83. DF4585 DF4585.The geoid height was determined by GEOID99. DF4585 DF4585; North East Units Scale Converg. DF4585;SPC MN C - 362,205.614 793,308.052 MT 1.00008224 -0 03 50.7 DF4585;UTM 15 - 5,245,917.127 398,918.287 MT 0.99972557 -0 59 05.1 DF4585 DF4585 SUPERSEDED SURVEY CONTROL DF4585 DF4585.No superseded survey control is available for this station. DF4585 DF4585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9891845917(NAD 83) DF4585_MARKER: DD = SURVEY DISK DF4585_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4585_STAMPING: 1102 K 2001 DF4585_MARK LOGO: MNDT DF4585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4585+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4585 DF4585 HISTORY - Date Condition Report By DF4585 HISTORY - 2001 MONUMENTED MNDT DF4585 DF4585 STATION DESCRIPTION DF4585 DF4585'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4585'THE MARK IS 6.2 MI (10.0 KM) WEST OF BENA, 6.2 MI (10.0 KM) WEST ALONG DF4585'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 143.0, 207 FT DF4585'(63.1 M) SOUTH OF TH 2, 14.2 FT (4.3 M) NORTH OF NORTH RAIL, 8.8 FT DF4585'(2.7 M) EAST OF TRAIL, 2.6 FT (0.8 M) EAST OF WIT POST, FLUSH, DF4585'MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 45 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4584 *********************************************************************** DF4584 DESIGNATION - 1102 L DF4584 PID - DF4584 DF4584 STATE/COUNTY- MN/CASS DF4584 USGS QUAD - PORTAGE LAKE (1996) DF4584 DF4584 *CURRENT SURVEY CONTROL DF4584 ___________________________________________________________________ DF4584* NAD 83(1996)- 47 21 21.53852(N) 094 18 46.66413(W) ADJUSTED DF4584* NAVD 88 - 401.61 (meters) 1317.6 (feet) LEVELING DF4584 ___________________________________________________________________ DF4584 X - -325,552.949 (meters) COMP DF4584 Y - -4,316,653.901 (meters) COMP DF4584 Z - 4,668,940.148 (meters) COMP DF4584 LAPLACE CORR- -3.76 (seconds) DEFLEC99 DF4584 ELLIP HEIGHT- 373.28 (meters) (07/22/03) GPS OBS DF4584 GEOID HEIGHT- -28.30 (meters) GEOID99 DF4584 DF4584 HORZ ORDER - FIRST DF4584 VERT ORDER - THIRD ? DF4584 ELLP ORDER - THIRD CLASS II DF4584 DF4584.The horizontal coordinates were established by GPS observations DF4584.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4584 DF4584.The orthometric height was determined by differential leveling. DF4584.The vertical network tie was performed by a horz. field party for horz. DF4584.obs reductions. Reset procedures were used to establish the elevation. DF4584 DF4584.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4584 DF4584.The Laplace correction was computed from DEFLEC99 derived deflections. DF4584 DF4584.The ellipsoidal height was determined by GPS observations DF4584.and is referenced to NAD 83. DF4584 DF4584.The geoid height was determined by GEOID99. DF4584 DF4584; North East Units Scale Converg. DF4584;SPC MN C - 361,879.574 795,242.855 MT 1.00008133 -0 02 44.0 DF4584;UTM 15 - 5,245,560.175 400,846.911 MT 0.99972082 -0 57 57.1 DF4584 DF4584 SUPERSEDED SURVEY CONTROL DF4584 DF4584.No superseded survey control is available for this station. DF4584 DF4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0084745560(NAD 83) DF4584_MARKER: DD = SURVEY DISK DF4584_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4584_STAMPING: 1102 L 2001 DF4584_MARK LOGO: MNDT DF4584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4584+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4584 DF4584 HISTORY - Date Condition Report By DF4584 HISTORY - 2001 MONUMENTED MNDT DF4584 DF4584 STATION DESCRIPTION DF4584 DF4584'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4584'THE MARK IS 5 MI (8.0 KM) WEST OF BENA, 5 MI (8.0 KM) WEST ALONG TH 2 DF4584'FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 144.2, 197 FT (60.0 DF4584'M) SOUTH OF TH 2, 33 FT (10.1 M) WEST OF PORTAGE LK DR NW, 21.2 FT DF4584'(6.5 M) SOUTH OF SOUTH RAIL, 2.3 FT (0.7 M) NORTH OF WIT POST, DF4584'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 60 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4580 *********************************************************************** DF4580 DESIGNATION - 1102 M DF4580 PID - DF4580 DF4580 STATE/COUNTY- MN/CASS DF4580 USGS QUAD - BENA (1996) DF4580 DF4580 *CURRENT SURVEY CONTROL DF4580 ___________________________________________________________________ DF4580* NAD 83(1996)- 47 20 51.82493(N) 094 14 12.77185(W) ADJUSTED DF4580* NAVD 88 - 401.04 (meters) 1315.7 (feet) LEVELING DF4580 ___________________________________________________________________ DF4580 X - -319,870.556 (meters) COMP DF4580 Y - -4,317,755.089 (meters) COMP DF4580 Z - 4,668,317.941 (meters) COMP DF4580 LAPLACE CORR- -3.50 (seconds) DEFLEC99 DF4580 ELLIP HEIGHT- 372.63 (meters) (07/22/03) GPS OBS DF4580 GEOID HEIGHT- -28.39 (meters) GEOID99 DF4580 DF4580 HORZ ORDER - FIRST DF4580 VERT ORDER - THIRD ? DF4580 ELLP ORDER - THIRD CLASS II DF4580 DF4580.The horizontal coordinates were established by GPS observations DF4580.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4580 DF4580.The orthometric height was determined by differential leveling. DF4580.The vertical network tie was performed by a horz. field party for horz. DF4580.obs reductions. Reset procedures were used to establish the elevation. DF4580 DF4580.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4580 DF4580.The Laplace correction was computed from DEFLEC99 derived deflections. DF4580 DF4580.The ellipsoidal height was determined by GPS observations DF4580.and is referenced to NAD 83. DF4580 DF4580.The geoid height was determined by GEOID99. DF4580 DF4580; North East Units Scale Converg. DF4580;SPC MN C - 360,960.056 800,991.360 MT 1.00007875 +0 00 34.2 DF4580;UTM 15 - 5,244,548.868 406,577.816 MT 0.99970726 -0 54 35.2 DF4580 DF4580 SUPERSEDED SURVEY CONTROL DF4580 DF4580.No superseded survey control is available for this station. DF4580 DF4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0657844549(NAD 83) DF4580_MARKER: DD = SURVEY DISK DF4580_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4580_STAMPING: 1102 M 2001 DF4580_MARK LOGO: MNDT DF4580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4580+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4580 DF4580 HISTORY - Date Condition Report By DF4580 HISTORY - 2001 MONUMENTED MNDT DF4580 DF4580 STATION DESCRIPTION DF4580 DF4580'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4580'THE MARK IS 1.4 MI (2.3 KM) WEST OF BENA, 1.4 MI (2.3 KM) WEST ALONG DF4580'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 147.8, 157.1 FT DF4580'(47.9 M) SOUTH OF TH 2, 25.2 FT (7.7 M) WEST OF FOREST RD 3033, 20.0 DF4580'FT (6.1 M) NORTH OF NORTH RAIL, 3.0 FT (0.9 M) NORTH OF WIT POST, DF4580'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 70 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4578 *********************************************************************** DF4578 DESIGNATION - 1102 N DF4578 PID - DF4578 DF4578 STATE/COUNTY- MN/CASS DF4578 USGS QUAD - BENA (1996) DF4578 DF4578 *CURRENT SURVEY CONTROL DF4578 ___________________________________________________________________ DF4578* NAD 83(1996)- 47 20 32.64035(N) 094 10 39.91138(W) ADJUSTED DF4578* NAVD 88 - 399.54 (meters) 1310.8 (feet) LEVELING DF4578 ___________________________________________________________________ DF4578 X - -315,446.232 (meters) COMP DF4578 Y - -4,318,516.427 (meters) COMP DF4578 Z - 4,667,915.316 (meters) COMP DF4578 LAPLACE CORR- -3.54 (seconds) DEFLEC99 DF4578 ELLIP HEIGHT- 371.06 (meters) (07/22/03) GPS OBS DF4578 GEOID HEIGHT- -28.46 (meters) GEOID99 DF4578 DF4578 HORZ ORDER - FIRST DF4578 VERT ORDER - THIRD ? DF4578 ELLP ORDER - THIRD CLASS II DF4578 DF4578.The horizontal coordinates were established by GPS observations DF4578.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4578 DF4578.The orthometric height was determined by differential leveling. DF4578.The vertical network tie was performed by a horz. field party for horz. DF4578.obs reductions. Reset procedures were used to establish the elevation. DF4578 DF4578.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4578 DF4578.The Laplace correction was computed from DEFLEC99 derived deflections. DF4578 DF4578.The ellipsoidal height was determined by GPS observations DF4578.and is referenced to NAD 83. DF4578 DF4578.The geoid height was determined by GEOID99. DF4578 DF4578; North East Units Scale Converg. DF4578;SPC MN C - 360,369.948 805,460.024 MT 1.00007710 +0 03 08.1 DF4578;UTM 15 - 5,243,887.422 411,034.767 MT 0.99969727 -0 51 58.3 DF4578 DF4578: Primary Azimuth Mark Grid Az DF4578:SPC MN C - 1102 P 096 01 56.2 DF4578:UTM 15 - 1102 P 096 57 02.6 DF4578 DF4578|---------------------------------------------------------------------| DF4578| PID Reference Object Distance Geod. Az | DF4578| dddmmss.s | DF4578| DF4577 1102 P APPROX. 1.0 KM 0960504.3 | DF4578|---------------------------------------------------------------------| DF4578 DF4578 SUPERSEDED SURVEY CONTROL DF4578 DF4578.No superseded survey control is available for this station. DF4578 DF4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1103543887(NAD 83) DF4578_MARKER: DD = SURVEY DISK DF4578_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4578_STAMPING: 1102 N 2001 DF4578_MARK LOGO: MNDT DF4578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4578+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4578 DF4578 HISTORY - Date Condition Report By DF4578 HISTORY - 2001 MONUMENTED MNDT DF4578 DF4578 STATION DESCRIPTION DF4578 DF4578'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4578'THE MARK IS 1.5 MI (2.4 KM) EAST OF BENA, 1.5 MI (2.4 KM) EAST ALONG DF4578'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 150.7, 129.1 FT DF4578'(39.3 M) SOUTH OF TH 2, 28.8 FT (8.8 M) NORTH OF NORTH RAIL, 24.5 FT DF4578'(7.5 M) WEST OF OLD 6 MI (9.7 KM) LAKE RD NE, 3.0 FT (0.9 M) NORTH OF DF4578'WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH DF4578'IS 50 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4577 *********************************************************************** DF4577 DESIGNATION - 1102 P DF4577 PID - DF4577 DF4577 STATE/COUNTY- MN/CASS DF4577 USGS QUAD - BENA (1996) DF4577 DF4577 *CURRENT SURVEY CONTROL DF4577 ___________________________________________________________________ DF4577* NAD 83(1996)- 47 20 29.07175(N) 094 09 50.69989(W) ADJUSTED DF4577* NAVD 88 - 401.30 (meters) 1316.6 (feet) LEVELING DF4577 ___________________________________________________________________ DF4577 X - -314,421.866 (meters) COMP DF4577 Y - -4,318,673.586 (meters) COMP DF4577 Z - 4,667,841.919 (meters) COMP DF4577 LAPLACE CORR- -3.56 (seconds) DEFLEC99 DF4577 ELLIP HEIGHT- 372.81 (meters) (07/22/03) GPS OBS DF4577 GEOID HEIGHT- -28.48 (meters) GEOID99 DF4577 DF4577 HORZ ORDER - FIRST DF4577 VERT ORDER - THIRD ? DF4577 ELLP ORDER - THIRD CLASS II DF4577 DF4577.The horizontal coordinates were established by GPS observations DF4577.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4577 DF4577.The orthometric height was determined by differential leveling. DF4577.The vertical network tie was performed by a horz. field party for horz. DF4577.obs reductions. Reset procedures were used to establish the elevation. DF4577 DF4577.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4577 DF4577.The Laplace correction was computed from DEFLEC99 derived deflections. DF4577 DF4577.The ellipsoidal height was determined by GPS observations DF4577.and is referenced to NAD 83. DF4577 DF4577.The geoid height was determined by GEOID99. DF4577 DF4577; North East Units Scale Converg. DF4577;SPC MN C - 360,260.763 806,493.236 MT 1.00007680 +0 03 43.7 DF4577;UTM 15 - 5,243,761.739 412,065.705 MT 0.99969503 -0 51 22.1 DF4577 DF4577: Primary Azimuth Mark Grid Az DF4577:SPC MN C - 1102 N 276 01 56.8 DF4577:UTM 15 - 1102 N 276 57 02.6 DF4577 DF4577|---------------------------------------------------------------------| DF4577| PID Reference Object Distance Geod. Az | DF4577| dddmmss.s | DF4577| DF4578 1102 N APPROX. 1.0 KM 2760540.5 | DF4577|---------------------------------------------------------------------| DF4577 DF4577 SUPERSEDED SURVEY CONTROL DF4577 DF4577.No superseded survey control is available for this station. DF4577 DF4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1206643762(NAD 83) DF4577_MARKER: DD = SURVEY DISK DF4577_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4577_STAMPING: 1102 P 2001 DF4577_MARK LOGO: MNDT DF4577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4577+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4577 DF4577 HISTORY - Date Condition Report By DF4577 HISTORY - 2001 MONUMENTED MNDT DF4577 DF4577 STATION DESCRIPTION DF4577 DF4577'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4577'THE MARK IS 2 MI (3.2 KM) EAST OF BENA, 2.1 MI (3.4 KM) EAST ALONG TH DF4577'2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 151.3, 48.1 FT DF4577'(14.7 M) SOUTH OF TH 2, 525 FT (160.0 M) WEST OF ENT, 73.0 FT (22.3 M) DF4577'NORTH OF NORTH RAIL, 3.0 FT (0.9 M) NORTH OF WIT POST, RECESSED 1 DF4577'INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 35 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4573 *********************************************************************** DF4573 DESIGNATION - 1102 R DF4573 PID - DF4573 DF4573 STATE/COUNTY- MN/CASS DF4573 USGS QUAD - NUSHKA LAKE (1996) DF4573 DF4573 *CURRENT SURVEY CONTROL DF4573 ___________________________________________________________________ DF4573* NAD 83(1996)- 47 20 11.00595(N) 094 06 08.13890(W) ADJUSTED DF4573* NAVD 88 - 398.13 (meters) 1306.2 (feet) LEVELING DF4573 ___________________________________________________________________ DF4573 X - -309,791.003 (meters) COMP DF4573 Y - -4,319,417.397 (meters) COMP DF4573 Z - 4,667,461.434 (meters) COMP DF4573 LAPLACE CORR- -3.88 (seconds) DEFLEC99 DF4573 ELLIP HEIGHT- 369.57 (meters) (07/22/03) GPS OBS DF4573 GEOID HEIGHT- -28.56 (meters) GEOID99 DF4573 DF4573 HORZ ORDER - FIRST DF4573 VERT ORDER - THIRD ? DF4573 ELLP ORDER - THIRD CLASS II DF4573 DF4573.The horizontal coordinates were established by GPS observations DF4573.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4573 DF4573.The orthometric height was determined by differential leveling. DF4573.The vertical network tie was performed by a horz. field party for horz. DF4573.obs reductions. Reset procedures were used to establish the elevation. DF4573 DF4573.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4573 DF4573.The Laplace correction was computed from DEFLEC99 derived deflections. DF4573 DF4573.The ellipsoidal height was determined by GPS observations DF4573.and is referenced to NAD 83. DF4573 DF4573.The geoid height was determined by GEOID99. DF4573 DF4573; North East Units Scale Converg. DF4573;SPC MN C - 359,709.694 811,166.567 MT 1.00007525 +0 06 24.7 DF4573;UTM 15 - 5,243,136.119 416,727.808 MT 0.99968522 -0 48 38.1 DF4573 DF4573 SUPERSEDED SURVEY CONTROL DF4573 DF4573.No superseded survey control is available for this station. DF4573 DF4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1672843136(NAD 83) DF4573_MARKER: DD = SURVEY DISK DF4573_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4573_STAMPING: 1102 R 2001 DF4573_MARK LOGO: MNDT DF4573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4573+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4573 DF4573 HISTORY - Date Condition Report By DF4573 HISTORY - 2001 MONUMENTED MNDT DF4573 DF4573 STATION DESCRIPTION DF4573 DF4573'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4573'THE MARK IS 5 MI (8.0 KM) EAST OF BENA, 5 MI (8.0 KM) EAST ALONG TH 2 DF4573'FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 154.2, 74.4 FT (22.7 DF4573'M) SOUTH OF TH 2, 5 FT (1.5 M) WEST OF ENT, 2.5 FT (0.8 M) NORTH OF DF4573'WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 25 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4571 *********************************************************************** DF4571 DESIGNATION - 1102 T DF4571 PID - DF4571 DF4571 STATE/COUNTY- MN/CASS DF4571 USGS QUAD - NUSHKA LAKE (1996) DF4571 DF4571 *CURRENT SURVEY CONTROL DF4571 ___________________________________________________________________ DF4571* NAD 83(1996)- 47 20 00.99591(N) 094 04 18.46019(W) ADJUSTED DF4571* NAVD 88 - 399.63 (meters) 1311.1 (feet) LEVELING DF4571 ___________________________________________________________________ DF4571 X - -307,510.375 (meters) COMP DF4571 Y - -4,319,809.250 (meters) COMP DF4571 Z - 4,667,252.984 (meters) COMP DF4571 LAPLACE CORR- -3.98 (seconds) DEFLEC99 DF4571 ELLIP HEIGHT- 371.02 (meters) (07/22/03) GPS OBS DF4571 GEOID HEIGHT- -28.60 (meters) GEOID99 DF4571 DF4571 HORZ ORDER - FIRST DF4571 VERT ORDER - THIRD ? DF4571 ELLP ORDER - THIRD CLASS II DF4571 DF4571.The horizontal coordinates were established by GPS observations DF4571.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4571 DF4571.The orthometric height was determined by differential leveling. DF4571.The vertical network tie was performed by a horz. field party for horz. DF4571.obs reductions. Reset procedures were used to establish the elevation. DF4571 DF4571.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4571 DF4571.The Laplace correction was computed from DEFLEC99 derived deflections. DF4571 DF4571.The ellipsoidal height was determined by GPS observations DF4571.and is referenced to NAD 83. DF4571 DF4571.The geoid height was determined by GEOID99. DF4571 DF4571; North East Units Scale Converg. DF4571;SPC MN C - 359,405.273 813,469.993 MT 1.00007440 +0 07 44.1 DF4571;UTM 15 - 5,242,794.997 419,025.165 MT 0.99968058 -0 47 17.3 DF4571 DF4571 SUPERSEDED SURVEY CONTROL DF4571 DF4571.No superseded survey control is available for this station. DF4571 DF4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1902542795(NAD 83) DF4571_MARKER: DD = SURVEY DISK DF4571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4571_STAMPING: 1102 T 2001 DF4571_MARK LOGO: MNDT DF4571_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4571+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4571 DF4571 HISTORY - Date Condition Report By DF4571 HISTORY - 2001 MONUMENTED MNDT DF4571 DF4571 STATION DESCRIPTION DF4571 DF4571'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4571'THE MARK IS 6.45 MI (10.38 KM) EAST OF BENA, 6.45 MI (10.38 KM) EAST DF4571'ALONG TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 155.65, DF4571'230.7 FT (70.3 M) SOUTH OF TH 2, 18.7 FT (5.7 M) SOUTH OF SOUTH RAIL, DF4571'13 FT (4.0 M) EAST OF DRIVEWAY, 3.1 FT (0.9 M) NORTH OF WIT POST, DF4571'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 25 DF4571'FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4570 *********************************************************************** DF4570 DESIGNATION - 1102 U DF4570 PID - DF4570 DF4570 STATE/COUNTY- MN/CASS DF4570 USGS QUAD - NUSHKA LAKE (1996) DF4570 DF4570 *CURRENT SURVEY CONTROL DF4570 ___________________________________________________________________ DF4570* NAD 83(1996)- 47 19 54.32750(N) 094 02 52.79385(W) ADJUSTED DF4570* NAVD 88 - 402.18 (meters) 1319.5 (feet) LEVELING DF4570 ___________________________________________________________________ DF4570 X - -305,727.047 (meters) COMP DF4570 Y - -4,320,089.355 (meters) COMP DF4570 Z - 4,667,115.256 (meters) COMP DF4570 LAPLACE CORR- -4.22 (seconds) DEFLEC99 DF4570 ELLIP HEIGHT- 373.54 (meters) (07/22/03) GPS OBS DF4570 GEOID HEIGHT- -28.63 (meters) GEOID99 DF4570 DF4570 HORZ ORDER - FIRST DF4570 VERT ORDER - THIRD ? DF4570 ELLP ORDER - THIRD CLASS II DF4570 DF4570.The horizontal coordinates were established by GPS observations DF4570.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4570 DF4570.The orthometric height was determined by differential leveling. DF4570.The vertical network tie was performed by a horz. field party for horz. DF4570.obs reductions. Reset procedures were used to establish the elevation. DF4570 DF4570.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4570 DF4570.The Laplace correction was computed from DEFLEC99 derived deflections. DF4570 DF4570.The ellipsoidal height was determined by GPS observations DF4570.and is referenced to NAD 83. DF4570 DF4570.The geoid height was determined by GEOID99. DF4570 DF4570; North East Units Scale Converg. DF4570;SPC MN C - 359,203.638 815,269.195 MT 1.00007383 +0 08 46.1 DF4570;UTM 15 - 5,242,564.688 420,820.200 MT 0.99967705 -0 46 14.2 DF4570 DF4570 SUPERSEDED SURVEY CONTROL DF4570 DF4570.No superseded survey control is available for this station. DF4570 DF4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2082042565(NAD 83) DF4570_MARKER: DD = SURVEY DISK DF4570_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4570_STAMPING: 1102 U 2001 DF4570_MARK LOGO: MNDT DF4570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4570+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4570 DF4570 HISTORY - Date Condition Report By DF4570 HISTORY - 2001 MONUMENTED MNDT DF4570 DF4570 STATION DESCRIPTION DF4570 DF4570'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4570'THE MARK IS 7.6 MI (12.2 KM) EAST OF BENA, 7.6 MI (12.2 KM) EAST ALONG DF4570'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 156.8, 160.3 FT DF4570'(48.9 M) SOUTH OF TH 2, 21.3 FT (6.5 M) NORTH OF NORTH RAIL, 19 FT DF4570'(5.8 M) EAST OF TRAIL, 2.4 FT (0.7 M) SOUTH OF WIT POST, RECESSED 1 DF4570'INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 45 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SK0511 *********************************************************************** SK0511 DESIGNATION - ASPEN SK0511 PID - SK0511 SK0511 STATE/COUNTY- MN/CASS SK0511 USGS QUAD - CASS LAKE (1996) SK0511 SK0511 *CURRENT SURVEY CONTROL SK0511 ___________________________________________________________________ SK0511* NAD 83(1996)- 47 22 59.31463(N) 094 36 42.58467(W) ADJUSTED SK0511* NAVD 88 - 407.739 (meters) 1337.72 (feet) ADJUSTED SK0511 ___________________________________________________________________ SK0511 X - -347,886.697 (meters) COMP SK0511 Y - -4,312,686.748 (meters) COMP SK0511 Z - 4,670,990.016 (meters) COMP SK0511 LAPLACE CORR- -1.45 (seconds) DEFLEC99 SK0511 ELLIP HEIGHT- 379.63 (meters) (07/22/03) GPS OBS SK0511 GEOID HEIGHT- -28.10 (meters) GEOID99 SK0511 DYNAMIC HT - 407.782 (meters) 1337.86 (feet) COMP SK0511 MODELED GRAV- 980,705.8 (mgal) NAVD 88 SK0511 SK0511 HORZ ORDER - FIRST SK0511 VERT ORDER - FIRST CLASS II SK0511 ELLP ORDER - THIRD CLASS II SK0511 SK0511.The horizontal coordinates were established by GPS observations SK0511.and adjusted by the MN DEPT OF TRANSP in July 2003. SK0511 SK0511.The orthometric height was determined by differential leveling SK0511.and adjusted by the National Geodetic Survey in June 1991. SK0511 SK0511.The X, Y, and Z were computed from the position and the ellipsoidal ht. SK0511 SK0511.The Laplace correction was computed from DEFLEC99 derived deflections. SK0511 SK0511.The ellipsoidal height was determined by GPS observations SK0511.and is referenced to NAD 83. SK0511 SK0511.The geoid height was determined by GEOID99. SK0511 SK0511.The dynamic height is computed by dividing the NAVD 88 SK0511.geopotential number by the normal gravity value computed on the SK0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SK0511.degrees latitude (g = 980.6199 gals.). SK0511 SK0511.The modeled gravity was interpolated from observed gravity values. SK0511 SK0511; North East Units Scale Converg. SK0511;SPC MN C - 364,959.954 772,675.710 MT 1.00008995 -0 15 42.3 SK0511;UTM 15 - 5,249,002.297 378,339.829 MT 0.99978190 -1 11 10.6 SK0511 SK0511: Primary Azimuth Mark Grid Az SK0511:SPC MN C - ASPEN AZ MK 182 15 34.8 SK0511:UTM 15 - ASPEN AZ MK 183 11 03.1 SK0511 SK0511|---------------------------------------------------------------------| SK0511| PID Reference Object Distance Geod. Az | SK0511| dddmmss.s | SK0511| CO9045 ASPEN RM 2 18.341 METERS 09013 | SK0511| SK0785 CASS LAKE MUNICIPAL TANK APPROX. 0.6 KM 1270019.9 | SK0511| SK0787 ASPEN AZ MK APPROX. 0.7 KM 1815952.5 | SK0511| CO9044 ASPEN RM 1 11.374 METERS 32856 | SK0511|---------------------------------------------------------------------| SK0511 SK0511 SUPERSEDED SURVEY CONTROL SK0511 SK0511 NAD 83(1996)- 47 22 59.31614(N) 094 36 42.58329(W) AD( ) 2 SK0511 NAD 83(1986)- 47 22 59.31493(N) 094 36 42.58365(W) AD( ) 2 SK0511 NAD 27 - 47 22 59.47808(N) 094 36 41.69221(W) AD( ) 2 SK0511 NGVD 29 - 407.74 (m) 1337.7 (f) LEVELING 3 SK0511 SK0511.Superseded values are not recommended for survey control. SK0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SK0511.See file dsdata.txt to determine how the superseded data were derived. SK0511 SK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7834049002(NAD 83) SK0511_MARKER: DH = HORIZONTAL CONTROL DISK SK0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SK0511_STAMPING: ASPEN 1975 SK0511_MARK LOGO: MNDT SK0511_PROJECTION: PROJECTING 5 CENTIMETERS SK0511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT SK0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SK0511+STABILITY: SURFACE MOTION SK0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SK0511+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001 SK0511 SK0511 HISTORY - Date Condition Report By SK0511 HISTORY - 1975 MONUMENTED MNDT SK0511 HISTORY - 1980 GOOD NGS SK0511 HISTORY - 20000920 GOOD MNDT SK0511 HISTORY - 20010815 GOOD MNDT SK0511 SK0511 STATION DESCRIPTION SK0511 SK0511'DESCRIBED BY MN DEPT OF TRANSP 1975 (DKH) SK0511'THE STATION IS LOCATED IN THE TOWN OF CASS LAKE, IN THE SE 1/4 OF SK0511'SECTION 9, T145N, R31W, AT THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK SK0511'HIGHWAY 71. SK0511' SK0511'THE STATION MARKS ARE STANDARD MNDT HORIZONTAL CONTROL MONUMENT DISKS SK0511'STAMPED---ASPEN 1975---. THE SURFACE STATION DISK IS SET IN THE TOP SK0511'OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT ABOVE THE SK0511'SURFACE OF THE GROUND. THE MARK IS 134.7 FEET NORTH OF THE CENTERLINE SK0511'OF THE WESTBOUND LANE OF TRUNK HIGHWAY 2, ABOUT 5 FEET ABOVE THE LEVEL SK0511'OF TRUNK HIGHWAY 2, 41 FEET EAST OF ASPEN AVENUE NORTHWEST, 63.4 FEET SK0511'NORTH OF THE CENTERLINE OF THE NORTH SERVICE ROAD, 11.6 FEET SK0511'EAST-SOUTHEAST OF A STREET SIGN POST, 3.3 FEET SOUTHEAST OF A SK0511'RIGHT-OF-WAY POST, AND 2.2 FEET SOUTH OF A STEEL WITNESS POST. THE SK0511'UNDERGROUND STATION DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 5 SK0511'FEET BELOW THE SURFACE OF THE GROUND. SK0511' SK0511'REFERENCE MARK NUMBER 1, A STANDARD MNDT REFERENCE MARK DISK SK0511'STAMPED---ASPEN NO 1 1975---, IS SET IN THE TOP OF A 12 INCH ROUND SK0511'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE SK0511'MARK IS 166 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 2, ABOUT 5 SK0511'FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 2, 19.5 FEET EAST OF THE CENTER SK0511'OF ASPEN AVENUE NORTHWEST, 28.5 FEET NORTHWEST OF A STREET SIGN POST, SK0511'AND 36.0 FEET NORTH-NORTHWEST OF A STEEL WITNESS POST. SK0511' SK0511'REFERENCE MARK NUMBER 2, A STANDARD MNDT REFERENCE MARK DISK SK0511'STAMPED---ASPEN NO 2 1975---, IS SET IN THE TOP OF A 12 INCH ROUND SK0511'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE SK0511'MARK IS 135.5 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF SK0511'TRUNK HIGHWAY 2, ABOUT 5 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 2, 63.6 SK0511'FEET NORTH OF THE CENTERLINE OF THE NORTH SERVICE DRIVE, 100 FEET EAST SK0511'OF THE CENTER OF ASPEN AVENUE NORTHWEST, AND 60.0 FEET EAST OF A STEEL SK0511'WITNESS POST. SK0511' SK0511'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON TRUNK HIGHWAY SK0511'371 FOR 0.4 MILE TO THE MARK ON THE RIGHT. SK0511' SK0511'THE AZIMUTH MARK, A STANDARD MNDT AZIMUTH MARK DISK SK0511'STAMPED---ASPEN 1975---, IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE SK0511'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS SK0511'32.8 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 371, ABOUT 2 FEET SK0511'BELOW THE LEVEL OF THE HIGHWAY, 208 FEET SOUTH OF THE SOUTH RAIL OF SK0511'THE MAIN LINE OF THE RAILROAD TRACKS, 159 FEET NORTH OF THE CENTER OF SK0511'189TH STREET SOUTHWEST, 170 FEET SOUTH OF A POWER POLE IN A SK0511'NORTH - SOUTH POWERLINE, AND 9.3 FEET EAST OF A STEEL WITNESS POST. SK0511' SK0511'A STEEL ROD SET IN THE CONCRETE MONUMENTS MAKE ALL OF THE MARKS SK0511'MAGNETIC. SK0511 SK0511 STATION RECOVERY (1980) SK0511 SK0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 SK0511'IN CASS LAKE. SK0511'IN CASS LAKE, AT THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 371, SK0511'40.8 METERS (134 FT) NORTH OF THE CENTERLINE OF HIGHWAY 2 WESTBOUND, SK0511'19.2 METERS (63.0 FT) NORTH OF THE CENTERLINE OF A SERVICE ROAD, SK0511'3.4 METERS (11.0 FT) EAST-SOUTHEAST OF A STREET SIGN POST, 12.5 METERS SK0511'(41.0 FT) EAST OF THE CENTERLINE OF ASPEN AVENUE, 0.9 METER (3.0 FT) SK0511'SOUTHEAST OF A RIGHT-OF-WAY POST. SK0511'THE MARK IS 0.7 METERS S FROM A WITNESS POST. SK0511'THE MARK IS 1.5 M ABOVE U.S. HIGHWAY 2. SK0511 SK0511 STATION RECOVERY (2000) SK0511 SK0511'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DD) SK0511'RECOVERED IN GOOD CONDITION. SK0511 SK0511 STATION RECOVERY (2001) SK0511 SK0511'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) SK0511'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE SK0511'STATION MARK IS FLUSH, MAGNETIC AND SUITABLE FOR GPS. RM 1 WAS FOUND SK0511'TO BE DESTROYED, RM 2 WAS RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4582 *********************************************************************** DF4582 DESIGNATION - BOOSE DF4582 PID - DF4582 DF4582 STATE/COUNTY- MN/CASS DF4582 USGS QUAD - PORTAGE LAKE (1996) DF4582 DF4582 *CURRENT SURVEY CONTROL DF4582 ___________________________________________________________________ DF4582* NAD 83(1996)- 47 21 06.69217(N) 094 16 30.91297(W) ADJUSTED DF4582* NAVD 88 - 400.71 (meters) 1314.7 (feet) LEVELING DF4582 ___________________________________________________________________ DF4582 X - -322,737.011 (meters) COMP DF4582 Y - -4,317,202.920 (meters) COMP DF4582 Z - 4,668,628.823 (meters) COMP DF4582 LAPLACE CORR- -3.77 (seconds) DEFLEC99 DF4582 ELLIP HEIGHT- 372.34 (meters) (07/22/03) GPS OBS DF4582 GEOID HEIGHT- -28.35 (meters) GEOID99 DF4582 DF4582 HORZ ORDER - FIRST DF4582 VERT ORDER - THIRD ? DF4582 ELLP ORDER - THIRD CLASS II DF4582 DF4582.The horizontal coordinates were established by GPS observations DF4582.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4582 DF4582.The orthometric height was determined by differential leveling. DF4582.The vertical network tie was performed by a horz. field party for horz. DF4582.obs reductions. Reset procedures were used to establish the elevation. DF4582 DF4582.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4582 DF4582.The Laplace correction was computed from DEFLEC99 derived deflections. DF4582 DF4582.The ellipsoidal height was determined by GPS observations DF4582.and is referenced to NAD 83. DF4582 DF4582.The geoid height was determined by GEOID99. DF4582 DF4582; North East Units Scale Converg. DF4582;SPC MN C - 361,419.455 798,091.805 MT 1.00008004 -0 01 05.8 DF4582;UTM 15 - 5,245,054.553 403,687.073 MT 0.99971400 -0 56 17.0 DF4582 DF4582 SUPERSEDED SURVEY CONTROL DF4582 DF4582.No superseded survey control is available for this station. DF4582 DF4582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0368745055(NAD 83) DF4582_MARKER: DD = SURVEY DISK DF4582_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4582_STAMPING: BOOSE 2001 DF4582_MARK LOGO: MNDT DF4582_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4582+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4582 DF4582 HISTORY - Date Condition Report By DF4582 HISTORY - 2001 MONUMENTED MNDT DF4582 DF4582 STATION DESCRIPTION DF4582 DF4582'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4582'THE MARK IS 3.2 MI (5.1 KM) WEST OF BENA, 3.2 MI (5.1 KM) WEST ALONG DF4582'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 146, 192 FT DF4582'(58.5 M) SOUTH OF TH 2, 28.3 FT (8.6 M) EAST OF PORTAGE RD NE, 12.6 FT DF4582'(3.8 M) SOUTH OF SOUTH RAIL, 3.2 FT (1.0 M) NORTH OF WIT POST, FLUSH, DF4582'MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 30 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SK0778 *********************************************************************** SK0778 DESIGNATION - BUD SK0778 PID - SK0778 SK0778 STATE/COUNTY- MN/CASS SK0778 USGS QUAD - PORTAGE LAKE (1996) SK0778 SK0778 *CURRENT SURVEY CONTROL SK0778 ___________________________________________________________________ SK0778* NAD 83(1996)- 47 21 39.13466(N) 094 21 12.18590(W) ADJUSTED SK0778* NAVD 88 - 405.36 (+/-2cm) 1329.9 (feet) VERTCON SK0778 ___________________________________________________________________ SK0778 LAPLACE CORR- -3.60 (seconds) DEFLEC99 SK0778 GEOID HEIGHT- -28.25 (meters) GEOID99 SK0778 SK0778 HORZ ORDER - THIRD SK0778 VERT ORDER - THIRD ? (See Below) SK0778 SK0778.The horizontal coordinates were established by classical geodetic methods SK0778.and adjusted by the National Geodetic Survey in March 1999. SK0778 SK0778.The NAVD 88 height was computed by applying the VERTCON shift value to SK0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) SK0778.The vertical order pertains to the superseded datum. SK0778 SK0778.The Laplace correction was computed from DEFLEC99 derived deflections. SK0778 SK0778.The geoid height was determined by GEOID99. SK0778 SK0778; North East Units Scale Converg. SK0778;SPC MN C - 362,426.243 792,189.407 MT 1.00008286 -0 04 29.2 SK0778;SPC MN N - 196,473.538 705,326.426 MT 0.99993690 -0 55 44.5 SK0778;UTM 15 - 5,246,155.619 397,803.729 MT 0.99972835 -0 59 44.5 SK0778 SK0778: Primary Azimuth Mark Grid Az SK0778:SPC MN C - BUD AZ MK 282 37 48.5 SK0778:SPC MN N - BUD AZ MK 283 29 03.8 SK0778:UTM 15 - BUD AZ MK 283 33 03.8 SK0778 SK0778|---------------------------------------------------------------------| SK0778| PID Reference Object Distance Geod. Az | SK0778| dddmmss.s | SK0778| CO9985 BUD RM 1 28.887 METERS 10055 | SK0778| SK0777 SCHLEY 55.927 METERS 17206 | SK0778| SK0781 CASS LAKE TV KA 78 KA 72 MAST APPROX. 9.8 KM 2752604.1 | SK0778| CO9986 BUD RM 2 29.776 METERS 27641 | SK0778| CO9984 BUD AZ MK 2823319.3 | SK0778|---------------------------------------------------------------------| SK0778 SK0778 SUPERSEDED SURVEY CONTROL SK0778 SK0778 NAD 83(1986)- 47 21 39.13309(N) 094 21 12.18461(W) AD( ) 3 SK0778 NAD 27 - 47 21 39.29770(N) 094 21 11.31880(W) AD( ) 3 SK0778 NGVD 29 - 405.10 (m) 1329.1 (f) LEVELING 3 SK0778 SK0778.Superseded values are not recommended for survey control. SK0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SK0778.See file dsdata.txt to determine how the superseded data were derived. SK0778 SK0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9780446156(NAD 83) SK0778_MARKER: DS = TRIANGULATION STATION DISK SK0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SK0778 SK0778 HISTORY - Date Condition Report By SK0778 HISTORY - 1959 MONUMENTED CGS SK0778 HISTORY - 20010815 MARK NOT FOUND MNDT SK0778 SK0778 STATION DESCRIPTION SK0778 SK0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM) SK0778'THE STATION IS ABOUT 12 MILES EAST OF CASS LAKE, ABOUT 7 MILES SK0778'WEST OF BENA AND IS ON THE SOUTH SIDE OF U.S. HIGHWAY 2. IT SK0778'IS IN THE EAST SIDE OF SECTION 21, T. 145 N., R. 29 W., 83 FEET SK0778'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 2, 4 FEET SOUTH OF A SK0778'WITNESS POST, 11 FEET NORTH OF THE NORTH EDGE OF A WOODED SK0778'SECTION AND IS ON A BANK ABOUT 4 FEET HIGHER THAN THE ROAD SK0778'LEVEL. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BUD 1959. SK0778' SK0778'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND SK0778'371 IN CASS LAKE, GO EAST ON HIGHWAY 2 FOR 5.2 MILES TO A SK0778'SIDE ROAD RIGHT AT A SIGN ON THE RIGHT CUBA HILL TOWER. CONTINUE SK0778'EAST ON HIGHWAY 2 FOR 4.8 MILES TO A CROSSROAD. CONTINUE SK0778'EAST ON HIGHWAY 2 FOR 1.45 MILES TO THE AZIMUTH MARK ON THE LEFT. SK0778'CONTINUE EAST ON HIGHWAY 2 FOR 0.45 MILE TO THE STATION ON SK0778'THE RIGHT. SK0778' SK0778'REFERENCE MARK 1 IS 10 FEET NORTH OF THE NORTH EDGE OF THE WOODED SK0778'SECTION, 95 FEET EAST OF THE WITNESS POST AND 86 FEET SOUTH SK0778'OF THE CENTERLINE OF HIGHWAY 2. THE MONUMENT IS FLUSH AND THE SK0778'DISK IS STAMPED BUD NO 1 1959. SK0778' SK0778'REFERENCE MARK 2 IS 98 FEET WEST OF THE WITNESS POST, 87 FEET SK0778'SOUTH OF THE CENTERLINE OF HIGHWAY 2 AND 6 FEET NORTH OF THE SK0778'NORTH EDGE OF THE WOODED SECTION. THE MONUMENT IS FLUSH AND SK0778'THE DISK IS STAMPED BUD NO 2 1959. SK0778' SK0778'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WITNESS POST, 57 FEET SK0778'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 2 AND 6 FEET NORTHWEST SK0778'OF A 7 INCH POPPLE TREE. THE MONUMENT IS FLUSH AND THE DISK SK0778'IS STAMPED BUD 1959. SK0778' SK0778'SCHLEY (M.R.C.) IS A STANDARD MISSISSIPPI RIVER COMMISSION SK0778'DISK RIVETED TO THE TOP OF A FOUR INCH PIPE AND THE DISK HAS SK0778'THE PRE-CAST DATE 1898. IT IS 33 FEET SOUTH OF THE GREAT NORTHERN SK0778'RAILWAY TRACK AND 121 FEET EAST OF THE SWITCH BLOCK AT SCHLEY SK0778'SIDING. SK0778' SK0778'THE TOP MARK WAS FOUND OUT OF THE GROUND AND A TRAVERSE CONNECTION SK0778'WAS MADE FROM STATION BUD TO SCHLEY (M.R.C.) USING THE UNDERGROUND SK0778'MARK AT SCHLEY (M.R.C.). SK0778' SK0778'THE UNDERGROUND MARK IS A MARKED BY A TILE 18 INCHES SQUARE SK0778'AND 4 INCHES THICK. IN THE TILE IS LEADED A COPPER BOLT SK0778'SURROUNDED WITH THE INSCRIPTION MISSISSIPPI RIVER COMMISSION, SK0778'U.S. IN SUNK LETTERS. SK0778' SK0778'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. SK0778 SK0778 STATION RECOVERY (2001) SK0778 SK0778'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) SK0778'COULD NOT FIND STATION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4587 *********************************************************************** DF4587 DESIGNATION - BULAKE DF4587 PID - DF4587 DF4587 STATE/COUNTY- MN/CASS DF4587 USGS QUAD - PORTAGE LAKE (1996) DF4587 DF4587 *CURRENT SURVEY CONTROL DF4587 ___________________________________________________________________ DF4587* NAD 83(1996)- 47 21 25.19523(N) 094 21 30.95367(W) ADJUSTED DF4587* NAVD 88 - 408.33 (meters) 1339.7 (feet) LEVELING DF4587 ___________________________________________________________________ DF4587 X - -328,985.089 (meters) COMP DF4587 Y - -4,316,314.983 (meters) COMP DF4587 Z - 4,669,021.650 (meters) COMP DF4587 LAPLACE CORR- -3.58 (seconds) DEFLEC99 DF4587 ELLIP HEIGHT- 380.07 (meters) (07/22/03) GPS OBS DF4587 GEOID HEIGHT- -28.24 (meters) GEOID99 DF4587 DF4587 HORZ ORDER - FIRST DF4587 VERT ORDER - THIRD ? DF4587 ELLP ORDER - THIRD CLASS II DF4587 DF4587.The horizontal coordinates were established by GPS observations DF4587.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4587 DF4587.The orthometric height was determined by differential leveling. DF4587.The vertical network tie was performed by a horz. field party for horz. DF4587.obs reductions. Reset procedures were used to establish the elevation. DF4587 DF4587.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4587 DF4587.The Laplace correction was computed from DEFLEC99 derived deflections. DF4587 DF4587.The ellipsoidal height was determined by GPS observations DF4587.and is referenced to NAD 83. DF4587 DF4587.The geoid height was determined by GEOID99. DF4587 DF4587; North East Units Scale Converg. DF4587;SPC MN C - 361,996.247 791,794.962 MT 1.00008165 -0 04 42.8 DF4587;UTM 15 - 5,245,732.168 397,402.566 MT 0.99972936 -0 59 58.0 DF4587 DF4587: Primary Azimuth Mark Grid Az DF4587:SPC MN C - TAGE 008 46 26.7 DF4587:UTM 15 - TAGE 009 41 41.9 DF4587 DF4587|---------------------------------------------------------------------| DF4587| PID Reference Object Distance Geod. Az | DF4587| dddmmss.s | DF4587| DF4586 TAGE 463.417 METERS 0084143.9 | DF4587|---------------------------------------------------------------------| DF4587 DF4587 SUPERSEDED SURVEY CONTROL DF4587 DF4587.No superseded survey control is available for this station. DF4587 DF4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9740345732(NAD 83) DF4587_MARKER: DD = SURVEY DISK DF4587_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4587_STAMPING: BULAKE 2001 DF4587_MARK LOGO: MNDT DF4587_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4587+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4587 DF4587 HISTORY - Date Condition Report By DF4587 HISTORY - 2001 MONUMENTED MNDT DF4587 DF4587 STATION DESCRIPTION DF4587 DF4587'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4587'THE MARK IS 7.1 MI (11.4 KM) WEST OF BENA, 7.1 MI (11.4 KM) WEST ALONG DF4587'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA TO TH 2 MP 142.1, THENCE DF4587'0.35 MI (0.56 KM) SOUTH ON SUCKER BAY RD, 28.7 FT (8.7 M) WEST OF DF4587'SUCKER BAY RD, 24 FT (7.3 M) NORTH OF ENT, 2.3 FT (0.7 M) EAST OF WIT DF4587'POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS DF4587'20 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4599 *********************************************************************** DF4599 DESIGNATION - BWAY DF4599 PID - DF4599 DF4599 STATE/COUNTY- MN/CASS DF4599 USGS QUAD - PIKE BAY (1996) DF4599 DF4599 *CURRENT SURVEY CONTROL DF4599 ___________________________________________________________________ DF4599* NAD 83(1996)- 47 22 17.47048(N) 094 32 17.25997(W) ADJUSTED DF4599* NAVD 88 - 401.04 (meters) 1315.7 (feet) LEVELING DF4599 ___________________________________________________________________ DF4599 X - -342,413.751 (meters) COMP DF4599 Y - -4,314,074.103 (meters) COMP DF4599 Z - 4,670,109.939 (meters) COMP DF4599 LAPLACE CORR- -1.16 (seconds) DEFLEC99 DF4599 ELLIP HEIGHT- 372.91 (meters) (07/22/03) GPS OBS DF4599 GEOID HEIGHT- -28.12 (meters) GEOID99 DF4599 DF4599 HORZ ORDER - FIRST DF4599 VERT ORDER - THIRD ? DF4599 ELLP ORDER - THIRD CLASS II DF4599 DF4599.The horizontal coordinates were established by GPS observations DF4599.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4599 DF4599.The orthometric height was determined by differential leveling. DF4599.The vertical network tie was performed by a horz. field party for horz. DF4599.obs reductions. Reset procedures were used to establish the elevation. DF4599 DF4599.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4599 DF4599.The Laplace correction was computed from DEFLEC99 derived deflections. DF4599 DF4599.The ellipsoidal height was determined by GPS observations DF4599.and is referenced to NAD 83. DF4599 DF4599.The geoid height was determined by GEOID99. DF4599 DF4599; North East Units Scale Converg. DF4599;SPC MN C - 363,644.746 778,236.691 MT 1.00008623 -0 12 30.3 DF4599;UTM 15 - 5,247,598.028 383,877.138 MT 0.99976572 -1 07 54.6 DF4599 DF4599 SUPERSEDED SURVEY CONTROL DF4599 DF4599.No superseded survey control is available for this station. DF4599 DF4599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8387747598(NAD 83) DF4599_MARKER: DD = SURVEY DISK DF4599_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4599_STAMPING: BWAY 2001 DF4599_MARK LOGO: MNDT DF4599_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4599+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4599 DF4599 HISTORY - Date Condition Report By DF4599 HISTORY - 2001 MONUMENTED MNDT DF4599 DF4599 STATION DESCRIPTION DF4599 DF4599'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4599'THE MARK IS 3.5 MI (5.6 KM) EAST OF CASS LAKE, 3.55 MI (5.71 KM) EAST DF4599'ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP DF4599'133.55, 49.3 FT (15.0 M) SOUTH OF TH 2, 39.7 FT (12.1 M) EAST OF DF4599'PIKEBAY, 2.7 FT (0.8 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND DF4599'SUITABLE FOR GPS. ROD DEPTH IS 65 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4568 *********************************************************************** DF4568 DESIGNATION - CORP DF4568 PID - DF4568 DF4568 STATE/COUNTY- MN/CASS DF4568 USGS QUAD - NUSHKA LAKE (1996) DF4568 DF4568 *CURRENT SURVEY CONTROL DF4568 ___________________________________________________________________ DF4568* NAD 83(1996)- 47 19 44.32818(N) 094 00 55.38127(W) ADJUSTED DF4568* NAVD 88 - 401.32 (meters) 1316.7 (feet) LEVELING DF4568 ___________________________________________________________________ DF4568 X - -303,283.721 (meters) COMP DF4568 Y - -4,320,488.595 (meters) COMP DF4568 Z - 4,666,905.291 (meters) COMP DF4568 LAPLACE CORR- -4.50 (seconds) DEFLEC99 DF4568 ELLIP HEIGHT- 372.65 (meters) (07/22/03) GPS OBS DF4568 GEOID HEIGHT- -28.68 (meters) GEOID99 DF4568 DF4568 HORZ ORDER - FIRST DF4568 VERT ORDER - THIRD ? DF4568 ELLP ORDER - THIRD CLASS II DF4568 DF4568.The horizontal coordinates were established by GPS observations DF4568.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4568 DF4568.The orthometric height was determined by differential leveling. DF4568.The vertical network tie was performed by a horz. field party for horz. DF4568.obs reductions. Reset procedures were used to establish the elevation. DF4568 DF4568.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4568 DF4568.The Laplace correction was computed from DEFLEC99 derived deflections. DF4568 DF4568.The ellipsoidal height was determined by GPS observations DF4568.and is referenced to NAD 83. DF4568 DF4568.The geoid height was determined by GEOID99. DF4568 DF4568; North East Units Scale Converg. DF4568;SPC MN C - 358,901.607 817,735.423 MT 1.00007299 +0 10 11.0 DF4568;UTM 15 - 5,242,223.382 423,280.300 MT 0.99967233 -0 44 47.8 DF4568 DF4568 SUPERSEDED SURVEY CONTROL DF4568 DF4568.No superseded survey control is available for this station. DF4568 DF4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2328042223(NAD 83) DF4568_MARKER: DD = SURVEY DISK DF4568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4568_STAMPING: CORP 2001 DF4568_MARK LOGO: MNDT DF4568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4568+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4568 DF4568 HISTORY - Date Condition Report By DF4568 HISTORY - 2001 MONUMENTED MNDT DF4568 DF4568 STATION DESCRIPTION DF4568 DF4568'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4568'THE MARK IS 3.8 MI (6.1 KM) WEST OF BALL CLUB, 3.8 MI (6.1 KM) WEST DF4568'ALONG TH 2 FROM JCT OF TH 2 AND CO RD 39 IN BALL CLUB, AT TH 2 MP DF4568'158.3, 180.9 FT (55.1 M) SOUTH OF TH 2, 18.5 FT (5.6 M) SOUTH OF SOUTH DF4568'RAIL, 11.8 FT (3.6 M) EAST OF FOREST RD 3079, 3.6 FT (1.1 M) NORTH OF DF4568'WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 35 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4595 *********************************************************************** DF4595 DESIGNATION - CUHIL DF4595 PID - DF4595 DF4595 STATE/COUNTY- MN/CASS DF4595 USGS QUAD - SUCKER LAKES (1996) DF4595 DF4595 *CURRENT SURVEY CONTROL DF4595 ___________________________________________________________________ DF4595* NAD 83(1996)- 47 22 15.98263(N) 094 28 45.18241(W) ADJUSTED DF4595* NAVD 88 - 413.27 (meters) 1355.9 (feet) LEVELING DF4595 ___________________________________________________________________ DF4595 X - -337,981.208 (meters) COMP DF4595 Y - -4,314,465.829 (meters) COMP DF4595 Z - 4,670,087.795 (meters) COMP DF4595 LAPLACE CORR- -1.69 (seconds) DEFLEC99 DF4595 ELLIP HEIGHT- 385.11 (meters) (07/22/03) GPS OBS DF4595 GEOID HEIGHT- -28.15 (meters) GEOID99 DF4595 DF4595 HORZ ORDER - FIRST DF4595 VERT ORDER - THIRD ? DF4595 ELLP ORDER - THIRD CLASS II DF4595 DF4595.The horizontal coordinates were established by GPS observations DF4595.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4595 DF4595.The orthometric height was determined by differential leveling. DF4595.The vertical network tie was performed by a horz. field party for horz. DF4595.obs reductions. Reset procedures were used to establish the elevation. DF4595 DF4595.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4595 DF4595.The Laplace correction was computed from DEFLEC99 derived deflections. DF4595 DF4595.The ellipsoidal height was determined by GPS observations DF4595.and is referenced to NAD 83. DF4595 DF4595.The geoid height was determined by GEOID99. DF4595 DF4595; North East Units Scale Converg. DF4595;SPC MN C - 363,584.261 782,686.257 MT 1.00008610 -0 09 56.9 DF4595;UTM 15 - 5,247,465.916 388,323.699 MT 0.99975327 -1 05 18.4 DF4595 DF4595: Primary Azimuth Mark Grid Az DF4595:SPC MN C - NING 002 18 26.3 DF4595:UTM 15 - NING 003 13 47.8 DF4595 DF4595|---------------------------------------------------------------------| DF4595| PID Reference Object Distance Geod. Az | DF4595| dddmmss.s | DF4595| DF4596 NING 483.416 METERS 0020829.4 | DF4595|---------------------------------------------------------------------| DF4595 DF4595 SUPERSEDED SURVEY CONTROL DF4595 DF4595.No superseded survey control is available for this station. DF4595 DF4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8832447466(NAD 83) DF4595_MARKER: DD = SURVEY DISK DF4595_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4595_STAMPING: CUHIL 2001 DF4595_MARK LOGO: MNDT DF4595_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4595+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4595 DF4595 HISTORY - Date Condition Report By DF4595 HISTORY - 2001 MONUMENTED MNDT DF4595 DF4595 STATION DESCRIPTION DF4595 DF4595'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4595'THE MARK IS 6.35 MI (10.22 KM) EAST OF CASS LAKE, 6.35 MI (10.22 KM) DF4595'EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP DF4595'136.35, 106.3 FT (32.4 M) SOUTH OF TH 2, 119 FT (36.3 M) WEST OF CO RD DF4595'10, 2.5 FT (0.8 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE DF4595'FOR GPS. ROD DEPTH IS 25 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SK0509 *********************************************************************** SK0509 DESIGNATION - D 356 SK0509 PID - SK0509 SK0509 STATE/COUNTY- MN/CASS SK0509 USGS QUAD - ANDRUSIA LAKE (1996) SK0509 SK0509 *CURRENT SURVEY CONTROL SK0509 ___________________________________________________________________ SK0509* NAD 83(1986)- 47 22 54. (N) 094 37 42. (W) SCALED SK0509* NAVD 88 - 402.024 (meters) 1318.97 (feet) ADJUSTED SK0509 ___________________________________________________________________ SK0509 GEOID HEIGHT- -28.09 (meters) GEOID99 SK0509 DYNAMIC HT - 402.066 (meters) 1319.11 (feet) COMP SK0509 MODELED GRAV- 980,704.5 (mgal) NAVD 88 SK0509 SK0509 VERT ORDER - FIRST CLASS II SK0509 SK0509.The horizontal coordinates were scaled from a topographic map and have SK0509.an estimated accuracy of +/- 6 seconds. SK0509 SK0509.The orthometric height was determined by differential leveling SK0509.and adjusted by the National Geodetic Survey in June 1991. SK0509 SK0509.The geoid height was determined by GEOID99. SK0509 SK0509.The dynamic height is computed by dividing the NAVD 88 SK0509.geopotential number by the normal gravity value computed on the SK0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SK0509.degrees latitude (g = 980.6199 gals.). SK0509 SK0509.The modeled gravity was interpolated from observed gravity values. SK0509 SK0509; North East Units Estimated Accuracy SK0509;SPC MN C - 364,800. 771,430. MT (+/- 180 meters Scaled) SK0509 SK0509 SUPERSEDED SURVEY CONTROL SK0509 SK0509.No superseded survey control is available for this station. SK0509 SK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN770488(NAD 83) SK0509_MARKER: I = METAL ROD SK0509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) SK0509_STAMPING: D 356 1980 SK0509_MARK LOGO: NGS SK0509_PROJECTION: RECESSED 3 CENTIMETERS SK0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SK0509_ROD/PIPE-DEPTH: 15.8 meters SK0509 SK0509 HISTORY - Date Condition Report By SK0509 HISTORY - 1980 MONUMENTED NGS SK0509 HISTORY - 20010820 MARK NOT FOUND MNDT SK0509 SK0509 STATION DESCRIPTION SK0509 SK0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 SK0509'1.3 KM (0.8 MI) WEST FROM CASS LAKE. SK0509'1.3 KM (0.8 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE SK0509'HIGHWAY 371 IN CASS LAKE, AT THE JUNCTION OF COUNTY ROAD 149, SK0509'53.3 METERS (175 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, SK0509'10.7 METERS (35.0 FT) EAST OF THE CENTER OF THE PAVED ROAD, 3.4 METERS SK0509'(11.0 FT) SOUTH OF THE CENTERLINE OF AN EAST-WEST TRACK ROAD, SK0509'1.2 METERS (3.8 FT) WEST OF A POWERLINE POLE, 1.2 METERS (3.8 FT) SK0509'EAST-SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER, 14.6 METERS (48.0 FT) SK0509'SOUTH OF THE CENTER OF AN OLD RAILROAD GRADE (NOW A STATE TRAIL). SK0509'THE MARK IS 0.5 METERS N FROM A WITNESS POST. SK0509'THE MARK IS 0.3 M BELOW THE PAVED ROAD. SK0509 SK0509 STATION RECOVERY (2001) SK0509 SK0509'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) SK0509'COULD NOT FIND IN 2001. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4575 *********************************************************************** DF4575 DESIGNATION - DERMO DF4575 PID - DF4575 DF4575 STATE/COUNTY- MN/CASS DF4575 USGS QUAD - BENA (1996) DF4575 DF4575 *CURRENT SURVEY CONTROL DF4575 ___________________________________________________________________ DF4575* NAD 83(1996)- 47 20 18.18947(N) 094 07 45.01020(W) ADJUSTED DF4575* NAVD 88 - 400.91 (meters) 1315.3 (feet) LEVELING DF4575 ___________________________________________________________________ DF4575 X - -311,807.953 (meters) COMP DF4575 Y - -4,319,110.607 (meters) COMP DF4575 Z - 4,667,613.850 (meters) COMP DF4575 LAPLACE CORR- -3.69 (seconds) DEFLEC99 DF4575 ELLIP HEIGHT- 372.38 (meters) (07/22/03) GPS OBS DF4575 GEOID HEIGHT- -28.52 (meters) GEOID99 DF4575 DF4575 HORZ ORDER - FIRST DF4575 VERT ORDER - THIRD ? DF4575 ELLP ORDER - THIRD CLASS II DF4575 DF4575.The horizontal coordinates were established by GPS observations DF4575.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4575 DF4575.The orthometric height was determined by differential leveling. DF4575.The vertical network tie was performed by a horz. field party for horz. DF4575.obs reductions. Reset procedures were used to establish the elevation. DF4575 DF4575.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4575 DF4575.The Laplace correction was computed from DEFLEC99 derived deflections. DF4575 DF4575.The ellipsoidal height was determined by GPS observations DF4575.and is referenced to NAD 83. DF4575 DF4575.The geoid height was determined by GEOID99. DF4575 DF4575; North East Units Scale Converg. DF4575;SPC MN C - 359,928.108 809,132.391 MT 1.00007587 +0 05 14.7 DF4575;UTM 15 - 5,243,386.986 414,698.179 MT 0.99968942 -0 49 49.5 DF4575 DF4575 SUPERSEDED SURVEY CONTROL DF4575 DF4575.No superseded survey control is available for this station. DF4575 DF4575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1469843387(NAD 83) DF4575_MARKER: DD = SURVEY DISK DF4575_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4575_STAMPING: DERMO 2001 DF4575_MARK LOGO: MNDT DF4575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4575+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4575 DF4575 HISTORY - Date Condition Report By DF4575 HISTORY - 2001 MONUMENTED MNDT DF4575 DF4575 STATION DESCRIPTION DF4575 DF4575'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4575'THE MARK IS 3.75 MI (6.03 KM) EAST OF BENA, 3.75 MI (6.03 KM) EAST DF4575'ALONG TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 152.95, DF4575'147.3 FT (44.9 M) SOUTH OF TH 2, 10.0 FT (3.0 M) NORTH OF NORTH RAIL, DF4575'8.8 FT (2.7 M) EAST OF ENT, 2.7 FT (0.8 M) SOUTH OF WIT POST, RECESSED DF4575'1 INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 45 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4591 *********************************************************************** DF4591 DESIGNATION - FOOT DF4591 PID - DF4591 DF4591 STATE/COUNTY- MN/CASS DF4591 USGS QUAD - SUCKER LAKES (1996) DF4591 DF4591 *CURRENT SURVEY CONTROL DF4591 ___________________________________________________________________ DF4591* NAD 83(1996)- 47 22 06.50497(N) 094 24 46.27508(W) ADJUSTED DF4591* NAVD 88 - 398.62 (meters) 1307.8 (feet) LEVELING DF4591 ___________________________________________________________________ DF4591 X - -332,999.533 (meters) COMP DF4591 Y - -4,315,059.200 (meters) COMP DF4591 Z - 4,669,878.735 (meters) COMP DF4591 LAPLACE CORR- -2.61 (seconds) DEFLEC99 DF4591 ELLIP HEIGHT- 370.41 (meters) (07/22/03) GPS OBS DF4591 GEOID HEIGHT- -28.19 (meters) GEOID99 DF4591 DF4591 HORZ ORDER - FIRST DF4591 VERT ORDER - THIRD ? DF4591 ELLP ORDER - THIRD CLASS II DF4591 DF4591.The horizontal coordinates were established by GPS observations DF4591.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4591 DF4591.The orthometric height was determined by differential leveling. DF4591.The vertical network tie was performed by a horz. field party for horz. DF4591.obs reductions. Reset procedures were used to establish the elevation. DF4591 DF4591.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4591 DF4591.The Laplace correction was computed from DEFLEC99 derived deflections. DF4591 DF4591.The ellipsoidal height was determined by GPS observations DF4591.and is referenced to NAD 83. DF4591 DF4591.The geoid height was determined by GEOID99. DF4591 DF4591; North East Units Scale Converg. DF4591;SPC MN C - 363,279.134 787,698.333 MT 1.00008526 -0 07 04.1 DF4591;UTM 15 - 5,247,080.291 393,328.516 MT 0.99973984 -1 02 22.4 DF4591 DF4591 SUPERSEDED SURVEY CONTROL DF4591 DF4591.No superseded survey control is available for this station. DF4591 DF4591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9332947080(NAD 83) DF4591_MARKER: DD = SURVEY DISK DF4591_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4591_STAMPING: FOOT 2001 DF4591_MARK LOGO: MNDT DF4591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4591+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4591 DF4591 HISTORY - Date Condition Report By DF4591 HISTORY - 2001 MONUMENTED MNDT DF4591 DF4591 STATION DESCRIPTION DF4591 DF4591'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4591'THE MARK IS 9.45 MI (15.21 KM) EAST OF CASS LAKE, 9.45 MI (15.21 KM) DF4591'EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP DF4591'139.45, 33.5 FT (10.2 M) NORTH OF TH 2, 3.7 FT (1.1 M) SOUTH OF WIT DF4591'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 70 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 CO9595 *********************************************************************** CO9595 DESIGNATION - GEHRK RM 1 CO9595 PID - CO9595 CO9595 STATE/COUNTY- MN/CASS CO9595 USGS QUAD - ANDRUSIA LAKE (1996) CO9595 CO9595 *CURRENT SURVEY CONTROL CO9595 ___________________________________________________________________ CO9595* NAD 83(1996)- 47 22 55.13552(N) 094 38 24.06891(W) ADJUSTED CO9595* NAVD 88 - 406.89 (meters) 1334.9 (feet) LEVELING CO9595 ___________________________________________________________________ CO9595 X - -350,016.176 (meters) COMP CO9595 Y - -4,312,609.173 (meters) COMP CO9595 Z - 4,670,902.011 (meters) COMP CO9595 LAPLACE CORR- -1.22 (seconds) DEFLEC99 CO9595 ELLIP HEIGHT- 378.80 (meters) (07/22/03) GPS OBS CO9595 GEOID HEIGHT- -28.09 (meters) GEOID99 CO9595 CO9595 HORZ ORDER - FIRST CO9595 VERT ORDER - THIRD ? CO9595 ELLP ORDER - THIRD CLASS II CO9595 CO9595.The horizontal coordinates were established by GPS observations CO9595.and adjusted by the MN DEPT OF TRANSP in July 2003. CO9595 CO9595.The orthometric height was determined by differential leveling. CO9595.The vertical network tie was performed by a horz. field party for horz. CO9595.obs reductions. Reset procedures were used to establish the elevation. CO9595 CO9595.The X, Y, and Z were computed from the position and the ellipsoidal ht. CO9595 CO9595.The Laplace correction was computed from DEFLEC99 derived deflections. CO9595 CO9595.The ellipsoidal height was determined by GPS observations CO9595.and is referenced to NAD 83. CO9595 CO9595.The geoid height was determined by GEOID99. CO9595 CO9595; North East Units Scale Converg. CO9595;SPC MN C - 364,840.985 770,546.258 MT 1.00008957 -0 16 55.7 CO9595;UTM 15 - 5,248,917.735 376,209.383 MT 0.99978832 -1 12 25.3 CO9595 CO9595 SUPERSEDED SURVEY CONTROL CO9595 CO9595.No superseded survey control is available for this station. CO9595 CO9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7620948918(NAD 83) CO9595_MARKER: DR = REFERENCE MARK DISK CO9595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO9595_STAMPING: GEHRK NO 1 1975 CO9595_MARK LOGO: MNDT CO9595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT CO9595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CO9595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CO9595+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001 CO9595 CO9595 HISTORY - Date Condition Report By CO9595 HISTORY - 1975 MONUMENTED MNDT CO9595 HISTORY - 20010815 GOOD MNDT CO9595 CO9595 STATION DESCRIPTION CO9595 CO9595'DESCRIBED BY MN DEPT OF TRANSP 1975 (DKH) CO9595'1.2 MI (1.9 KM) WEST OF CASS LAKE, 1.25 MI (2.01 KM) WEST OF JCT OF TH CO9595'2 AND TH 371, AT TH 2 MP 128.70, 85 FT (25.9 M) EAST OF FIRE NO 06690 CO9595'06700 DRIVEWAY, 57.0 FT (17.4 M) NORTH OF WB TH 2, 31 FT (9.4 M) WEST CO9595'OF P-POLE, 1.3 FT (0.4 M) SOUTH OF WIT POST. CO9595 CO9595 STATION RECOVERY (2001) CO9595 CO9595'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) CO9595'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1.25 MI (2.01 CO9595'KM) WEST OF CASS LAKE, 1.3 MI (2.1 KM) WEST ALONG TH 2 FROM JCT OF TH CO9595'2 AND TH 371 IN CASS LAKE, AT TH 2 MP 128.7, 85 FT (25.9 M) EAST OF CO9595'DRIVEWAY FIRE NO 06690 06700, 57 FT (17.4 M) NORTH OF WB TH 2, 31.0 FT CO9595'(9.4 M) WEST OF P-POLE, 1.3 FT (0.4 M) SOUTH OF WIT POST, FLUSH, CO9595'MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4569 *********************************************************************** DF4569 DESIGNATION - GOCHE DF4569 PID - DF4569 DF4569 STATE/COUNTY- MN/CASS DF4569 USGS QUAD - NUSHKA LAKE (1996) DF4569 DF4569 *CURRENT SURVEY CONTROL DF4569 ___________________________________________________________________ DF4569* NAD 83(1996)- 47 19 46.84353(N) 094 01 21.79331(W) ADJUSTED DF4569* NAVD 88 - 401.37 (meters) 1316.8 (feet) LEVELING DF4569 ___________________________________________________________________ DF4569 X - -303,832.949 (meters) COMP DF4569 Y - -4,320,392.773 (meters) COMP DF4569 Z - 4,666,957.974 (meters) COMP DF4569 LAPLACE CORR- -4.42 (seconds) DEFLEC99 DF4569 ELLIP HEIGHT- 372.69 (meters) (07/22/03) GPS OBS DF4569 GEOID HEIGHT- -28.67 (meters) GEOID99 DF4569 DF4569 HORZ ORDER - FIRST DF4569 VERT ORDER - THIRD ? DF4569 ELLP ORDER - THIRD CLASS II DF4569 DF4569.The horizontal coordinates were established by GPS observations DF4569.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4569 DF4569.The orthometric height was determined by differential leveling. DF4569.The vertical network tie was performed by a horz. field party for horz. DF4569.obs reductions. Reset procedures were used to establish the elevation. DF4569 DF4569.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4569 DF4569.The Laplace correction was computed from DEFLEC99 derived deflections. DF4569 DF4569.The ellipsoidal height was determined by GPS observations DF4569.and is referenced to NAD 83. DF4569 DF4569.The geoid height was determined by GEOID99. DF4569 DF4569; North East Units Scale Converg. DF4569;SPC MN C - 358,977.676 817,180.598 MT 1.00007320 +0 09 51.9 DF4569;UTM 15 - 5,242,308.280 422,726.984 MT 0.99967338 -0 45 07.2 DF4569 DF4569 SUPERSEDED SURVEY CONTROL DF4569 DF4569.No superseded survey control is available for this station. DF4569 DF4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2272742308(NAD 83) DF4569_MARKER: DD = SURVEY DISK DF4569_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4569_STAMPING: GOCHE 2000 DF4569_MARK LOGO: MNDT DF4569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4569+SATELLITE: SATELLITE OBSERVATIONS - 2000 DF4569 DF4569 HISTORY - Date Condition Report By DF4569 HISTORY - 2000 MONUMENTED MNDT DF4569 DF4569 STATION DESCRIPTION DF4569 DF4569'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH) DF4569'THE MARK IS 4.15 MI (6.68 KM) WEST OF BALL CLUB, 4.15 MI (6.68 KM) DF4569'WEST ALONG TH 2 FROM JCT OF TH 2 AND CO RD 39 IN BALL CLUB, AT TH 2 MP DF4569'157.95, 152 FT (46.3 M) SOUTH OF TH 2, 33.5 FT (10.2 M) SW OF TRAIL, DF4569'11.4 FT (3.5 M) NORTH OF NORTH RAIL, 3.1 FT (0.9 M) SOUTH OF WIT POST, DF4569'FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 50 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SK0146 *********************************************************************** SK0146 DESIGNATION - J 263 SK0146 PID - SK0146 SK0146 STATE/COUNTY- MN/CASS SK0146 USGS QUAD - BENA (1996) SK0146 SK0146 *CURRENT SURVEY CONTROL SK0146 ___________________________________________________________________ SK0146* NAD 83(1986)- 47 20 24. (N) 094 11 44. (W) SCALED SK0146* NAVD 88 - 400.413 (meters) 1313.69 (feet) ADJUSTED SK0146 ___________________________________________________________________ SK0146 GEOID HEIGHT- -28.44 (meters) GEOID99 SK0146 DYNAMIC HT - 400.456 (meters) 1313.83 (feet) COMP SK0146 MODELED GRAV- 980,707.1 (mgal) NAVD 88 SK0146 SK0146 VERT ORDER - SECOND CLASS 0 SK0146 SK0146.The horizontal coordinates were scaled from a topographic map and have SK0146.an estimated accuracy of +/- 6 seconds. SK0146 SK0146.The orthometric height was determined by differential leveling SK0146.and adjusted by the National Geodetic Survey in June 1991. SK0146 SK0146.The geoid height was determined by GEOID99. SK0146 SK0146.The dynamic height is computed by dividing the NAVD 88 SK0146.geopotential number by the normal gravity value computed on the SK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SK0146.degrees latitude (g = 980.6199 gals.). SK0146 SK0146.The modeled gravity was interpolated from observed gravity values. SK0146 SK0146; North East Units Estimated Accuracy SK0146;SPC MN C - 360,100. 804,120. MT (+/- 180 meters Scaled) SK0146 SK0146 SUPERSEDED SURVEY CONTROL SK0146 SK0146 NGVD 29 - 400.17 (m) 1312.9 (f) COMPUTED 2 0 SK0146 SK0146.Superseded values are not recommended for survey control. SK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SK0146.See file dsdata.txt to determine how the superseded data were derived. SK0146 SK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN096436(NAD 83) SK0146_MARKER: DB = BENCH MARK DISK SK0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SK0146_STAMPING: J 263 1948 SK0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SK0146+STABILITY: SURFACE MOTION SK0146 SK0146 HISTORY - Date Condition Report By SK0146 HISTORY - 1948 MONUMENTED CGS SK0146 HISTORY - 20010821 MARK NOT FOUND MNDT SK0146 SK0146 STATION DESCRIPTION SK0146 SK0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 SK0146'0.9 MI SE FROM BENA. SK0146'0.25 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE GREAT NORTHERN RAILWAY SK0146'STATION AT BENA, THENCE ABOUT 0.25 MILE EAST AND SOTH ALONG STREETS, SK0146'THENCE ABOUT 0.4 MILE EAST ALONG A FOREST SERVICE ROAD LEADING TO MUD SK0146'LAKE LOOKOUT TOWER, SET IN THE Y JUNCTION OF A WOODS LANE LEADING EAST SK0146'AND ON THE OUTSIDE OF A CURVE WITH TANGENTS WEST AND SOUTHEAST, 23 SK0146'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD AT THE CENTER OF THE SK0146'CURVE, 17 FEET SOUTH OF THE CENTER LINE OF THE WOODS LANE, 102 FEET SK0146'EAST OF THE CENTER OF THE JUNCTION, 41 FEET EAST OF A 12-INCH PINE SK0146'TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE SK0146'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. SK0146 SK0146 STATION RECOVERY (2001) SK0146 SK0146'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) SK0146'COULD NOT FIND IN 2001. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SK0779 *********************************************************************** SK0779 DESIGNATION - LAKEHEAD SK0779 PID - SK0779 SK0779 STATE/COUNTY- MN/CASS SK0779 USGS QUAD - SUCKER LAKES (1996) SK0779 SK0779 *CURRENT SURVEY CONTROL SK0779 ___________________________________________________________________ SK0779* NAD 83(1996)- 47 22 16.16327(N) 094 29 25.00949(W) ADJUSTED SK0779* NAVD 88 - 418.72 (+/-2cm) 1373.8 (feet) VERTCON SK0779 ___________________________________________________________________ SK0779 LAPLACE CORR- -1.50 (seconds) DEFLEC99 SK0779 GEOID HEIGHT- -28.14 (meters) GEOID99 SK0779 SK0779 HORZ ORDER - THIRD SK0779 VERT ORDER - THIRD ? (See Below) SK0779 SK0779.The horizontal coordinates were established by classical geodetic methods SK0779.and adjusted by the National Geodetic Survey in March 1999. SK0779 SK0779.The NAVD 88 height was computed by applying the VERTCON shift value to SK0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) SK0779.The vertical order pertains to the superseded datum. SK0779 SK0779.The Laplace correction was computed from DEFLEC99 derived deflections. SK0779 SK0779.The geoid height was determined by GEOID99. SK0779 SK0779; North East Units Scale Converg. SK0779;SPC MN C - 363,592.317 781,850.636 MT 1.00008611 -0 10 25.7 SK0779;SPC MN N - 197,793.646 695,007.748 MT 0.99993544 -1 01 49.8 SK0779;UTM 15 - 5,247,487.420 387,488.593 MT 0.99975557 -1 05 47.8 SK0779 SK0779: Primary Azimuth Mark Grid Az SK0779:SPC MN C - LAKEHEAD AZ MK 272 35 47.5 SK0779:SPC MN N - LAKEHEAD AZ MK 273 27 11.6 SK0779:UTM 15 - LAKEHEAD AZ MK 273 31 09.6 SK0779 SK0779|---------------------------------------------------------------------| SK0779| PID Reference Object Distance Geod. Az | SK0779| dddmmss.s | SK0779| CP4130 LAKEHEAD RM 1 31.455 METERS 09026 | SK0779| SK0781 CASS LAKE TV KA 78 KA 72 MAST APPROX. 0.6 KM 1115043.5 | SK0779| SK0784 CUBA 29.210 METERS 17655 | SK0779| CP4129 LAKEHEAD AZ MK 2722521.8 | SK0779|---------------------------------------------------------------------| SK0779 SK0779 SUPERSEDED SURVEY CONTROL SK0779 SK0779 NAD 83(1986)- 47 22 16.16187(N) 094 29 25.00827(W) AD( ) 3 SK0779 NAD 27 - 47 22 16.32770(N) 094 29 24.10150(W) AD( ) 3 SK0779 NGVD 29 - 418.45 (m) 1372.9 (f) LEVELING 3 SK0779 SK0779.Superseded values are not recommended for survey control. SK0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SK0779.See file dsdata.txt to determine how the superseded data were derived. SK0779 SK0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8748947487(NAD 83) SK0779_MARKER: DS = TRIANGULATION STATION DISK SK0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SK0779 SK0779 HISTORY - Date Condition Report By SK0779 HISTORY - 1959 MONUMENTED CGS SK0779 HISTORY - 20010815 MARK NOT FOUND MNDT SK0779 SK0779 STATION DESCRIPTION SK0779 SK0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM) SK0779'THE STATION IS ABOUT 7 MILES SOUTH OF PENNINGTON, 6 MILES SK0779'NORTHWEST OF THE NORTHWEST TIP OF SUCKER BAY, AND 5-1/2 MILES SK0779'EAST OF THE TOWN OF CASS LAKE IN SECTION 16, T. 145 N., R. SK0779'30 W. ON HIGHWAY PROPERTY. IT IS 146 FEET NORTH OF THE NORTH SK0779'RAIL OF THE GREAT NORTHERN RAILROAD TRACKS, 72 FEET SOUTH OF SK0779'THE CENTERLINE OF U.S. HIGHWAY 2, 48 FEET NORTH OF THE SK0779'CENTER OF OLD RAILROAD BED, AND 5 FEET NORTH OF A WITNESS SK0779'POST. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED SK0779'LAKEHEAD 1959. SK0779' SK0779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS SK0779'2 AND 371 IN CASS LAKE, GO EAST ON HIGHWAY 2 FOR 4.85 MILES SK0779'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE EAST ON HIGHWAY 2 SK0779'FOR 0.3 MILE TO SIDE ROAD RIGHT AND SIGN ON RIGHT CUBA HILL L.O. SK0779'2. CONTINUE EAST ON HIGHWAY 2 FOR 0.3 MILE TO THE STATION SK0779'ON THE RIGHT. SK0779' SK0779'REFERENCE MARK 1 IS 76 FEET SOUTH OF THE CENTERLINE OF HIGHWAY SK0779'2, 48 FEET NORTH OF THE CENTER OF THE OLD RAILROAD BED, AND SK0779'33 FEET NORTHWEST OF A TWIN-TRUNKED ELM TREE. THE MONUMENT SK0779'PROJECTS 4 INCHES AND THE DISK IS STAMPED LAKEHEAD NO 1 1959. SK0779' SK0779'CUBA (MRC) IS A STANDARD MISSISSIPPI RIVER COMMISSION MARK SK0779'RIVETED TO THE TOP OF A 4 INCH STEEL PIPE PROJECTING SK0779'8 INCHES. IT IS 53 FEET SOUTH OF THE CENTER OF THE OLD RAILROAD SK0779'BED, 50 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 36 FEET SK0779'WEST OF A TELEPHONE POLE, AND 91 FEET SOUTH OF THE WITNESS SK0779'POST. THE DATE 1898 IS CAST IN THE TOP OF THE DISK. SK0779' SK0779'THE AZIMUTH MARK IS 60 FEET NORTH OF THE CENTERLINE OF HIGHWAY 2, SK0779'5 FEET SOUTHEAST OF A 10 INCH BIRCH TREE, AND 1 FOOT SOUTH OF SK0779'A WITNESS POST. THE MONUMENT PROJECTS 5 INCHES AND THE DISK SK0779'IS STAMPED LAKEHEAD 1959. SK0779' SK0779'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. SK0779 SK0779 STATION RECOVERY (2001) SK0779 SK0779'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) SK0779'COULD NOT FIND IN 2001. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4600 *********************************************************************** DF4600 DESIGNATION - MELANE DF4600 PID - DF4600 DF4600 STATE/COUNTY- MN/CASS DF4600 USGS QUAD - PIKE BAY (1996) DF4600 DF4600 *CURRENT SURVEY CONTROL DF4600 ___________________________________________________________________ DF4600* NAD 83(1996)- 47 22 24.55101(N) 094 32 42.88604(W) ADJUSTED DF4600* NAVD 88 - 399.31 (meters) 1310.1 (feet) LEVELING DF4600 ___________________________________________________________________ DF4600 X - -342,936.880 (meters) COMP DF4600 Y - -4,313,869.968 (meters) COMP DF4600 Z - 4,670,256.762 (meters) COMP DF4600 LAPLACE CORR- -1.18 (seconds) DEFLEC99 DF4600 ELLIP HEIGHT- 371.18 (meters) (07/22/03) GPS OBS DF4600 GEOID HEIGHT- -28.12 (meters) GEOID99 DF4600 DF4600 HORZ ORDER - FIRST DF4600 VERT ORDER - THIRD ? DF4600 ELLP ORDER - THIRD CLASS II DF4600 DF4600.The horizontal coordinates were established by GPS observations DF4600.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4600 DF4600.The orthometric height was determined by differential leveling. DF4600.The vertical network tie was performed by a horz. field party for horz. DF4600.obs reductions. Reset procedures were used to establish the elevation. DF4600 DF4600.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4600 DF4600.The Laplace correction was computed from DEFLEC99 derived deflections. DF4600 DF4600.The ellipsoidal height was determined by GPS observations DF4600.and is referenced to NAD 83. DF4600 DF4600.The geoid height was determined by GEOID99. DF4600 DF4600; North East Units Scale Converg. DF4600;SPC MN C - 363,865.410 777,699.834 MT 1.00008686 -0 12 48.9 DF4600;UTM 15 - 5,247,827.242 383,344.078 MT 0.99976724 -1 08 13.5 DF4600 DF4600 SUPERSEDED SURVEY CONTROL DF4600 DF4600.No superseded survey control is available for this station. DF4600 DF4600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8334447827(NAD 83) DF4600_MARKER: DD = SURVEY DISK DF4600_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4600_STAMPING: MELANE 2001 DF4600_MARK LOGO: MNDT DF4600_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4600+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4600 DF4600 HISTORY - Date Condition Report By DF4600 HISTORY - 2001 MONUMENTED MNDT DF4600 DF4600 STATION DESCRIPTION DF4600 DF4600'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4600'THE MARK IS 3.25 MI (5.23 KM) EAST OF CASS LAKE, 3 MI (4.8 KM) EAST DF4600'ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP 133.2, DF4600'78.4 FT (23.9 M) SOUTH OF TH 2, 2.7 FT (0.8 M) NORTH OF WIT POST, DF4600'FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 65 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4565 *********************************************************************** DF4565 DESIGNATION - MISSRIV DF4565 PID - DF4565 DF4565 STATE/COUNTY- MN/CASS DF4565 USGS QUAD - BALL CLUB (1996) DF4565 DF4565 *CURRENT SURVEY CONTROL DF4565 ___________________________________________________________________ DF4565* NAD 83(1996)- 47 19 29.76966(N) 093 57 37.11769(W) ADJUSTED DF4565* NAVD 88 - 393.37 (meters) 1290.6 (feet) LEVELING DF4565 ___________________________________________________________________ DF4565 X - -299,153.144 (meters) COMP DF4565 Y - -4,321,102.462 (meters) COMP DF4565 Z - 4,666,594.599 (meters) COMP DF4565 LAPLACE CORR- -5.05 (seconds) DEFLEC99 DF4565 ELLIP HEIGHT- 364.59 (meters) (07/22/03) GPS OBS DF4565 GEOID HEIGHT- -28.77 (meters) GEOID99 DF4565 DF4565 HORZ ORDER - FIRST DF4565 VERT ORDER - THIRD ? DF4565 ELLP ORDER - THIRD CLASS II DF4565 DF4565.The horizontal coordinates were established by GPS observations DF4565.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4565 DF4565.The orthometric height was determined by differential leveling. DF4565.The vertical network tie was performed by a horz. field party for horz. DF4565.obs reductions. Reset procedures were used to establish the elevation. DF4565 DF4565.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4565 DF4565.The Laplace correction was computed from DEFLEC99 derived deflections. DF4565 DF4565.The ellipsoidal height was determined by GPS observations DF4565.and is referenced to NAD 83. DF4565 DF4565.The geoid height was determined by GEOID99. DF4565 DF4565; North East Units Scale Converg. DF4565;SPC MN C - 358,465.752 821,900.217 MT 1.00007176 +0 12 34.4 DF4565;UTM 15 - 5,241,721.207 427,435.915 MT 0.99966471 -0 42 21.8 DF4565 DF4565 SUPERSEDED SURVEY CONTROL DF4565 DF4565.No superseded survey control is available for this station. DF4565 DF4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2743641721(NAD 83) DF4565_MARKER: DD = SURVEY DISK DF4565_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4565_STAMPING: MISSRIV 2001 DF4565_MARK LOGO: MNDT DF4565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4565+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4565 DF4565 HISTORY - Date Condition Report By DF4565 HISTORY - 2001 MONUMENTED MNDT DF4565 DF4565 STATION DESCRIPTION DF4565 DF4565'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4565'THE MARK IS 1.15 MI (1.85 KM) WEST OF BALL CLUB, 1.15 MI (1.85 KM) DF4565'WEST ALONG TH 2 FROM JCT OF TH 2 AND CO RD 39 IN BALL CLUB, AT TH 2 MP DF4565'100.95, 110.3 FT (33.6 M) WEST OF NW COR OF BRDG, 35.6 FT (10.9 M) DF4565'NORTH OF TH 2, 2.7 FT (0.8 M) SOUTH OF WIT POST, RECESSED 3 INCHES, DF4565'MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 40 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SK0114 *********************************************************************** SK0114 DESIGNATION - N 45 SK0114 PID - SK0114 SK0114 STATE/COUNTY- MN/CASS SK0114 USGS QUAD - NUSHKA LAKE (1996) SK0114 SK0114 *CURRENT SURVEY CONTROL SK0114 ___________________________________________________________________ SK0114* NAD 83(1986)- 47 20 06. (N) 094 05 11. (W) SCALED SK0114* NAVD 88 - 399.143 (meters) 1309.52 (feet) ADJUSTED SK0114 ___________________________________________________________________ SK0114 GEOID HEIGHT- -28.58 (meters) GEOID99 SK0114 DYNAMIC HT - 399.186 (meters) 1309.66 (feet) COMP SK0114 MODELED GRAV- 980,707.5 (mgal) NAVD 88 SK0114 SK0114 VERT ORDER - SECOND CLASS 0 SK0114 SK0114.The horizontal coordinates were scaled from a topographic map and have SK0114.an estimated accuracy of +/- 6 seconds. SK0114 SK0114.The orthometric height was determined by differential leveling SK0114.and adjusted by the National Geodetic Survey in June 1991. SK0114 SK0114.The geoid height was determined by GEOID99. SK0114 SK0114.The dynamic height is computed by dividing the NAVD 88 SK0114.geopotential number by the normal gravity value computed on the SK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SK0114.degrees latitude (g = 980.6199 gals.). SK0114 SK0114.The modeled gravity was interpolated from observed gravity values. SK0114 SK0114; North East Units Estimated Accuracy SK0114;SPC MN C - 359,560. 812,370. MT (+/- 180 meters Scaled) SK0114 SK0114 SUPERSEDED SURVEY CONTROL SK0114 SK0114 NGVD 29 - 398.901 (m) 1308.73 (f) ADJ UNCH 2 0 SK0114 SK0114.Superseded values are not recommended for survey control. SK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SK0114.See file dsdata.txt to determine how the superseded data were derived. SK0114 SK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN179429(NAD 83) SK0114_MARKER: DB = BENCH MARK DISK SK0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SK0114_STAMPING: N 45 1934 SK0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SK0114+STABILITY: SURFACE MOTION SK0114 SK0114 HISTORY - Date Condition Report By SK0114 HISTORY - 1934 MONUMENTED NGS SK0114 HISTORY - 1971 MARK NOT FOUND USGS SK0114 HISTORY - 20010821 MARK NOT FOUND MNDT SK0114 SK0114 STATION DESCRIPTION SK0114 SK0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 SK0114'5.8 MI E FROM BENA. SK0114'5.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT SK0114'BENA, CASS COUNTY, ABOUT 65 YARDS WEST OF MILEPOST 140, ABOUT 16 YARDS SK0114'EAST OF THE FIRST POLE WEST OF MILEPOST 140, ABOUT 19 YARDS SOUTH OF SK0114'U.S. HIGHWAY 2, AND ABOUT 8 YARDS NORTH OF THE CENTER LINE OF THE SK0114'TRACK. A STANDARD DISK, STAMPED N 45 1934 AND SET IN THE TOP OF A SK0114'CONCRETE POST. SK0114 SK0114 STATION RECOVERY (1971) SK0114 SK0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 SK0114'MARK NOT FOUND. SK0114 SK0114 STATION RECOVERY (2001) SK0114 SK0114'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) SK0114'COULD NOT FIND IN 2001. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4596 *********************************************************************** DF4596 DESIGNATION - NING DF4596 PID - DF4596 DF4596 STATE/COUNTY- MN/CASS DF4596 USGS QUAD - PENNINGTON (1996) DF4596 DF4596 *CURRENT SURVEY CONTROL DF4596 ___________________________________________________________________ DF4596* NAD 83(1996)- 47 22 31.62492(N) 094 28 44.32132(W) ADJUSTED DF4596* NAVD 88 - 410.92 (meters) 1348.2 (feet) LEVELING DF4596 ___________________________________________________________________ DF4596 X - -337,935.313 (meters) COMP DF4596 Y - -4,314,111.284 (meters) COMP DF4596 Z - 4,670,413.243 (meters) COMP DF4596 LAPLACE CORR- -1.63 (seconds) DEFLEC99 DF4596 ELLIP HEIGHT- 382.77 (meters) (07/22/03) GPS OBS DF4596 GEOID HEIGHT- -28.15 (meters) GEOID99 DF4596 DF4596 HORZ ORDER - FIRST DF4596 VERT ORDER - THIRD ? DF4596 ELLP ORDER - THIRD CLASS II DF4596 DF4596.The horizontal coordinates were established by GPS observations DF4596.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4596 DF4596.The orthometric height was determined by differential leveling. DF4596.The vertical network tie was performed by a horz. field party for horz. DF4596.obs reductions. Reset procedures were used to establish the elevation. DF4596 DF4596.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4596 DF4596.The Laplace correction was computed from DEFLEC99 derived deflections. DF4596 DF4596.The ellipsoidal height was determined by GPS observations DF4596.and is referenced to NAD 83. DF4596 DF4596.The geoid height was determined by GEOID99. DF4596 DF4596; North East Units Scale Converg. DF4596;SPC MN C - 364,067.327 782,705.721 MT 1.00008748 -0 09 56.3 DF4596;UTM 15 - 5,247,948.445 388,350.930 MT 0.99975319 -1 05 18.1 DF4596 DF4596: Primary Azimuth Mark Grid Az DF4596:SPC MN C - CUHIL 182 18 26.4 DF4596:UTM 15 - CUHIL 183 13 48.2 DF4596 DF4596|---------------------------------------------------------------------| DF4596| PID Reference Object Distance Geod. Az | DF4596| dddmmss.s | DF4596| DF4595 CUHIL 483.416 METERS 1820830.1 | DF4596|---------------------------------------------------------------------| DF4596 DF4596 SUPERSEDED SURVEY CONTROL DF4596 DF4596.No superseded survey control is available for this station. DF4596 DF4596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8835147948(NAD 83) DF4596_MARKER: DD = SURVEY DISK DF4596_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4596_STAMPING: NING 2001 DF4596_MARK LOGO: MNDT DF4596_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4596+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4596 DF4596 HISTORY - Date Condition Report By DF4596 HISTORY - 2001 MONUMENTED MNDT DF4596 DF4596 STATION DESCRIPTION DF4596 DF4596'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4596'THE MARK IS 6.35 MI (10.22 KM) EAST OF CASS LAKE, 6.35 MI (10.22 KM) DF4596'EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE TO TH 2 MP DF4596'136.35, THENCE 0.3 MI (0.5 KM) NORTH OF CO RD 10, 95.1 FT (29.0 M) DF4596'NORTH OF ENT, 19.7 FT (6.0 M) EAST OF CO RD 10, 3.6 FT (1.1 M) WEST OF DF4596'WIT POST, RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS. ROD DF4596'DEPTH IS 20 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4579 *********************************************************************** DF4579 DESIGNATION - NODAK DF4579 PID - DF4579 DF4579 STATE/COUNTY- MN/CASS DF4579 USGS QUAD - BENA (1996) DF4579 DF4579 *CURRENT SURVEY CONTROL DF4579 ___________________________________________________________________ DF4579* NAD 83(1996)- 47 20 44.20334(N) 094 13 02.90032(W) ADJUSTED DF4579* NAVD 88 - 400.71 (meters) 1314.7 (feet) LEVELING DF4579 ___________________________________________________________________ DF4579 X - -318,420.627 (meters) COMP DF4579 Y - -4,318,035.612 (meters) COMP DF4579 Z - 4,668,158.193 (meters) COMP DF4579 LAPLACE CORR- -3.42 (seconds) DEFLEC99 DF4579 ELLIP HEIGHT- 372.28 (meters) (07/22/03) GPS OBS DF4579 GEOID HEIGHT- -28.42 (meters) GEOID99 DF4579 DF4579 HORZ ORDER - FIRST DF4579 VERT ORDER - THIRD ? DF4579 ELLP ORDER - THIRD CLASS II DF4579 DF4579.The horizontal coordinates were established by GPS observations DF4579.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4579 DF4579.The orthometric height was determined by differential leveling. DF4579.The vertical network tie was performed by a horz. field party for horz. DF4579.obs reductions. Reset procedures were used to establish the elevation. DF4579 DF4579.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4579 DF4579.The Laplace correction was computed from DEFLEC99 derived deflections. DF4579 DF4579.The ellipsoidal height was determined by GPS observations DF4579.and is referenced to NAD 83. DF4579 DF4579.The geoid height was determined by GEOID99. DF4579 DF4579; North East Units Scale Converg. DF4579;SPC MN C - 360,725.086 802,458.120 MT 1.00007810 +0 01 24.7 DF4579;UTM 15 - 5,244,290.495 408,040.073 MT 0.99970393 -0 53 43.6 DF4579 DF4579 SUPERSEDED SURVEY CONTROL DF4579 DF4579.No superseded survey control is available for this station. DF4579 DF4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0804044290(NAD 83) DF4579_MARKER: DD = SURVEY DISK DF4579_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4579_STAMPING: NODAK 2001 DF4579_MARK LOGO: MNDT DF4579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4579+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4579 DF4579 HISTORY - Date Condition Report By DF4579 HISTORY - 2001 MONUMENTED MNDT DF4579 DF4579 STATION DESCRIPTION DF4579 DF4579'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4579'THE MARK IS 0.45 MI (0.72 KM) WEST OF BENA, 0.45 MI (0.72 KM) WEST DF4579'ALONG TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 148.8, DF4579'144.8 FT (44.1 M) SOUTH OF TH 2, 22.1 FT (6.7 M) NORTH OF NORTH RAIL, DF4579'3.7 FT (1.1 M) EAST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR DF4579'GPS. ROD DEPTH IS 50 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4574 *********************************************************************** DF4574 DESIGNATION - NUSH DF4574 PID - DF4574 DF4574 STATE/COUNTY- MN/CASS DF4574 USGS QUAD - NUSHKA LAKE (1996) DF4574 DF4574 *CURRENT SURVEY CONTROL DF4574 ___________________________________________________________________ DF4574* NAD 83(1996)- 47 20 15.29607(N) 094 07 12.50681(W) ADJUSTED DF4574* NAVD 88 - 400.15 (meters) 1312.8 (feet) LEVELING DF4574 ___________________________________________________________________ DF4574 X - -311,132.023 (meters) COMP DF4574 Y - -4,319,224.710 (meters) COMP DF4574 Z - 4,667,552.726 (meters) COMP DF4574 LAPLACE CORR- -3.75 (seconds) DEFLEC99 DF4574 ELLIP HEIGHT- 371.61 (meters) (07/22/03) GPS OBS DF4574 GEOID HEIGHT- -28.53 (meters) GEOID99 DF4574 DF4574 HORZ ORDER - FIRST DF4574 VERT ORDER - THIRD ? DF4574 ELLP ORDER - THIRD CLASS II DF4574 DF4574.The horizontal coordinates were established by GPS observations DF4574.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4574 DF4574.The orthometric height was determined by differential leveling. DF4574.The vertical network tie was performed by a horz. field party for horz. DF4574.obs reductions. Reset procedures were used to establish the elevation. DF4574 DF4574.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4574 DF4574.The Laplace correction was computed from DEFLEC99 derived deflections. DF4574 DF4574.The ellipsoidal height was determined by GPS observations DF4574.and is referenced to NAD 83. DF4574 DF4574.The geoid height was determined by GEOID99. DF4574 DF4574; North East Units Scale Converg. DF4574;SPC MN C - 359,839.825 809,814.930 MT 1.00007562 +0 05 38.2 DF4574;UTM 15 - 5,243,287.820 415,378.952 MT 0.99968800 -0 49 25.5 DF4574 DF4574 SUPERSEDED SURVEY CONTROL DF4574 DF4574.No superseded survey control is available for this station. DF4574 DF4574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1537943288(NAD 83) DF4574_MARKER: DD = SURVEY DISK DF4574_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4574_STAMPING: NUSH 2001 DF4574_MARK LOGO: MNDT DF4574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4574+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4574 DF4574 HISTORY - Date Condition Report By DF4574 HISTORY - 2001 MONUMENTED MNDT DF4574 DF4574 STATION DESCRIPTION DF4574 DF4574'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4574'THE MARK IS 4.15 MI (6.68 KM) EAST OF BENA, 4.15 MI (6.68 KM) EAST DF4574'ALONG TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, TO TH 2 MP 153.35, DF4574'172.2 FT (52.5 M) SOUTH OF TH 2, 25 FT (7.6 M) WEST OF SIX MILE LAKE DF4574'RD, 10.0 FT (3.0 M) SOUTH OF SOUTH RAIL, 2.7 FT (0.8 M) NORTH OF WIT DF4574'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 20 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SK0115 *********************************************************************** SK0115 DESIGNATION - P 45 SK0115 PID - SK0115 SK0115 STATE/COUNTY- MN/CASS SK0115 USGS QUAD - NUSHKA LAKE (1996) SK0115 SK0115 *CURRENT SURVEY CONTROL SK0115 ___________________________________________________________________ SK0115* NAD 83(1986)- 47 19 53. (N) 094 02 31. (W) SCALED SK0115* NAVD 88 - 401.987 (meters) 1318.85 (feet) ADJUSTED SK0115 ___________________________________________________________________ SK0115 GEOID HEIGHT- -28.64 (meters) GEOID99 SK0115 DYNAMIC HT - 402.030 (meters) 1318.99 (feet) COMP SK0115 MODELED GRAV- 980,705.8 (mgal) NAVD 88 SK0115 SK0115 VERT ORDER - SECOND CLASS 0 SK0115 SK0115.The horizontal coordinates were scaled from a topographic map and have SK0115.an estimated accuracy of +/- 6 seconds. SK0115 SK0115.The orthometric height was determined by differential leveling SK0115.and adjusted by the National Geodetic Survey in June 1991. SK0115 SK0115.The geoid height was determined by GEOID99. SK0115 SK0115.The dynamic height is computed by dividing the NAVD 88 SK0115.geopotential number by the normal gravity value computed on the SK0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SK0115.degrees latitude (g = 980.6199 gals.). SK0115 SK0115.The modeled gravity was interpolated from observed gravity values. SK0115 SK0115; North East Units Estimated Accuracy SK0115;SPC MN C - 359,160. 815,730. MT (+/- 180 meters Scaled) SK0115 SK0115 SUPERSEDED SURVEY CONTROL SK0115 SK0115 NGVD 29 - 401.742 (m) 1318.05 (f) ADJ UNCH 2 0 SK0115 SK0115.Superseded values are not recommended for survey control. SK0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SK0115.See file dsdata.txt to determine how the superseded data were derived. SK0115 SK0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN212425(NAD 83) SK0115_MARKER: DB = BENCH MARK DISK SK0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SK0115_STAMPING: P 45 1934 SK0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SK0115+STABILITY: SURFACE MOTION SK0115 SK0115 HISTORY - Date Condition Report By SK0115 HISTORY - 1934 MONUMENTED CGS SK0115 HISTORY - 20010821 MARK NOT FOUND MNDT SK0115 SK0115 STATION DESCRIPTION SK0115 SK0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 SK0115'7.9 MI E FROM BENA. SK0115'7.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT SK0115'BENA, CASS COUNTY, ABOUT 145 YARDS EAST OF MILEPOST 138, AT A ROAD SK0115'CROSSING, ABOUT 11 YARDS WEST OF THE ROAD, AND ABOUT 11 YARDS SOUTH OF SK0115'THE CENTER LINE OF THE TRACK. A STANDARD DISK, STAMPED P 45 1934 AND SK0115'SET IN THE TOP OF A CONCRETE POST. SK0115 SK0115 STATION RECOVERY (2001) SK0115 SK0115'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) SK0115'COULD NOT FIND IN 2001. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4607 *********************************************************************** DF4607 DESIGNATION - PALACE DF4607 PID - DF4607 DF4607 STATE/COUNTY- MN/CASS DF4607 USGS QUAD - ANDRUSIA LAKE (1996) DF4607 DF4607 *CURRENT SURVEY CONTROL DF4607 ___________________________________________________________________ DF4607* NAD 83(1996)- 47 22 51.47869(N) 094 39 00.80308(W) ADJUSTED DF4607* NAVD 88 - 400.61 (meters) 1314.3 (feet) LEVELING DF4607 ___________________________________________________________________ DF4607 X - -350,790.606 (meters) COMP DF4607 Y - -4,312,625.374 (meters) COMP DF4607 Z - 4,670,820.924 (meters) COMP DF4607 LAPLACE CORR- -1.18 (seconds) DEFLEC99 DF4607 ELLIP HEIGHT- 372.53 (meters) (07/22/03) GPS OBS DF4607 GEOID HEIGHT- -28.08 (meters) GEOID99 DF4607 DF4607 HORZ ORDER - FIRST DF4607 VERT ORDER - THIRD ? DF4607 ELLP ORDER - THIRD CLASS II DF4607 DF4607.The horizontal coordinates were established by GPS observations DF4607.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4607 DF4607.The orthometric height was determined by differential leveling. DF4607.The vertical network tie was performed by a horz. field party for horz. DF4607.obs reductions. Reset procedures were used to establish the elevation. DF4607 DF4607.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4607 DF4607.The Laplace correction was computed from DEFLEC99 derived deflections. DF4607 DF4607.The ellipsoidal height was determined by GPS observations DF4607.and is referenced to NAD 83. DF4607 DF4607.The geoid height was determined by GEOID99. DF4607 DF4607; North East Units Scale Converg. DF4607;SPC MN C - 364,731.887 769,775.106 MT 1.00008925 -0 17 22.3 DF4607;UTM 15 - 5,248,821.129 375,436.802 MT 0.99979068 -1 12 52.2 DF4607 DF4607 SUPERSEDED SURVEY CONTROL DF4607 DF4607.No superseded survey control is available for this station. DF4607 DF4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7543748821(NAD 83) DF4607_MARKER: DD = SURVEY DISK DF4607_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4607_STAMPING: PALACE 2001 DF4607_MARK LOGO: MNDT DF4607_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4607+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4607 DF4607 HISTORY - Date Condition Report By DF4607 HISTORY - 2001 MONUMENTED MNDT DF4607 DF4607 STATION DESCRIPTION DF4607 DF4607'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4607'THE MARK IS 2 MI (3.2 KM) WEST OF CASS LAKE, 1.85 MI (2.98 KM) WEST DF4607'ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP DF4607'128.15, 46.5 FT (14.2 M) SOUTH OF EB TH 2, 47 FT (14.3 M) EAST OF CO DF4607'RD 75, 1.0 FT (0.3 M) NORTH OF WIT POST, PROJECTS 1 INCH, MAGNETIC, DF4607'AND SUITABLE FOR GPS. ROD DEPTH IS 65 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB9992 *********************************************************************** AB9992 FBN - This is a Federal Base Network Control Station. AB9992 DESIGNATION - POLARIS AB9992 PID - AB9992 AB9992 STATE/COUNTY- MN/CASS AB9992 USGS QUAD - BENA (1996) AB9992 AB9992 *CURRENT SURVEY CONTROL AB9992 ___________________________________________________________________ AB9992* NAD 83(1996)- 47 20 41.05269(N) 094 12 30.67747(W) ADJUSTED AB9992* NAVD 88 - 399.2 (meters) 1310. (feet) GPS OBS AB9992 ___________________________________________________________________ AB9992 X - -317,751.233 (meters) COMP AB9992 Y - -4,318,155.653 (meters) COMP AB9992 Z - 4,668,091.150 (meters) COMP AB9992 LAPLACE CORR- -3.41 (seconds) DEFLEC99 AB9992 ELLIP HEIGHT- 370.77 (meters) (01/15/97) GPS OBS AB9992 GEOID HEIGHT- -28.43 (meters) GEOID99 AB9992 AB9992 HORZ ORDER - B AB9992 ELLP ORDER - FOURTH CLASS I AB9992 AB9992.The horizontal coordinates were established by GPS observations AB9992.and adjusted by the National Geodetic Survey in January 1997. AB9992 AB9992.The orthometric height was determined by GPS observations and a AB9992.high-resolution geoid model. AB9992 AB9992.Photographs are available for this station. AB9992 AB9992.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9992 AB9992.The Laplace correction was computed from DEFLEC99 derived deflections. AB9992 AB9992.The ellipsoidal height was determined by GPS observations AB9992.and is referenced to NAD 83. AB9992 AB9992.The geoid height was determined by GEOID99. AB9992 AB9992; North East Units Scale Converg. AB9992;SPC MN C - 360,628.094 803,134.582 MT 1.00007783 +0 01 48.0 AB9992;UTM 15 - 5,244,182.707 408,714.640 MT 0.99970241 -0 53 19.9 AB9992 AB9992 SUPERSEDED SURVEY CONTROL AB9992 AB9992.No superseded survey control is available for this station. AB9992 AB9992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0871544183(NAD 83) AB9992_MARKER: I = METAL ROD AB9992_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AB9992_STAMPING: POLARIS 1995 AB9992_MARK LOGO: MNDT AB9992_PROJECTION: FLUSH AB9992_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AB9992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9992+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 AB9992_ROD/PIPE-DEPTH: 12.2 meters AB9992_SLEEVE-DEPTH : 0.9 meters AB9992 AB9992 HISTORY - Date Condition Report By AB9992 HISTORY - 1995 MONUMENTED MNDT AB9992 HISTORY - 20010821 GOOD MNDT AB9992 HISTORY - 200111 GOOD MNDT AB9992 HISTORY - 20020821 GOOD MNDT AB9992 AB9992 STATION DESCRIPTION AB9992 AB9992'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH) AB9992'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1995. THE MARK IS AB9992'LOCATED IN THE TOWN OF BENA AT THE JCT OF TH 2 AND CO RD 8, IN THE SE AB9992'1/4 OF SECTION 7, T27N, R145W. THE MARK IS 179 FT (54.6 M) SOUTH OF AB9992'TH 2, 57 FT (17.4 M) EAST OF CO RD 8, 26.3 FT (8.0 M) SOUTH OF THE AB9992'SOUTH RAIL OF THE RR TRACKS, 41.2 FT (12.6 M) SE OF A RR SIGNAL, AND AB9992'3.0 FT (0.9 M) EAST OF A WIT POST. THE MARK IS A PUNCH MARK ON THE AB9992'TOP OF A DRIVEN 1/2 INCH DIAMETER BY 40 FT (12.2 M) LONG STAINLESS AB9992'STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE. ACCESS TO AB9992'THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP THAT IS FLUSH WITH THE AB9992'GROUND, STAMPED---POLARIS 1995---, SET ON TOP OF A 5 INCH DIAMETER BY AB9992'24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN AB9992'CONCRETE. A METAL SPIKE WAS PLACED IN THE SILICA SAND MAKING THE MARK AB9992'MAGNETIC. DESCRIBED BY DAVID K. HERDER AND TYPED BY M.P.P. AB9992 AB9992 STATION RECOVERY (2001) AB9992 AB9992'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) AB9992'THE MARK WAS RECOVERED AS DESCRIBED. ACCESS COVER FLUSH. AB9992 AB9992 STATION RECOVERY (2001) AB9992 AB9992'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) AB9992'RECOVERED AS DESCRIBED. AB9992' AB9992 AB9992 STATION RECOVERY (2002) AB9992 AB9992'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) AB9992'THE MARK WAS RECOVERED IN GOOD CONIDTION AS DESCRIBED. THE MARK IS AB9992'FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 40 FT (12.2 M) AB9992'AND SLEEVE DEPTH IS 3 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 SJ1477 *********************************************************************** SJ1477 DESIGNATION - Q 45 SJ1477 PID - SJ1477 SJ1477 STATE/COUNTY- MN/CASS SJ1477 USGS QUAD - BALL CLUB (1996) SJ1477 SJ1477 *CURRENT SURVEY CONTROL SJ1477 ___________________________________________________________________ SJ1477* NAD 83(1986)- 47 19 39. (N) 093 59 43. (W) SCALED SJ1477* NAVD 88 - 397.526 (meters) 1304.22 (feet) ADJUSTED SJ1477 ___________________________________________________________________ SJ1477 GEOID HEIGHT- -28.71 (meters) GEOID99 SJ1477 DYNAMIC HT - 397.566 (meters) 1304.35 (feet) COMP SJ1477 MODELED GRAV- 980,703.2 (mgal) NAVD 88 SJ1477 SJ1477 VERT ORDER - SECOND CLASS 0 SJ1477 SJ1477.The horizontal coordinates were scaled from a topographic map and have SJ1477.an estimated accuracy of +/- 6 seconds. SJ1477 SJ1477.The orthometric height was determined by differential leveling SJ1477.and adjusted by the National Geodetic Survey in June 1991. SJ1477 SJ1477.The geoid height was determined by GEOID99. SJ1477 SJ1477.The dynamic height is computed by dividing the NAVD 88 SJ1477.geopotential number by the normal gravity value computed on the SJ1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 SJ1477.degrees latitude (g = 980.6199 gals.). SJ1477 SJ1477.The modeled gravity was interpolated from observed gravity values. SJ1477 SJ1477; North East Units Estimated Accuracy SJ1477;SPC MN C - 358,740. 819,260. MT (+/- 180 meters Scaled) SJ1477 SJ1477 SUPERSEDED SURVEY CONTROL SJ1477 SJ1477 NGVD 29 - 397.278 (m) 1303.40 (f) ADJ UNCH 2 0 SJ1477 SJ1477.Superseded values are not recommended for survey control. SJ1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. SJ1477.See file dsdata.txt to determine how the superseded data were derived. SJ1477 SJ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN247420(NAD 83) SJ1477_MARKER: DB = BENCH MARK DISK SJ1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT SJ1477_STAMPING: Q 45 1934 SJ1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SJ1477+STABILITY: SURFACE MOTION SJ1477 SJ1477 HISTORY - Date Condition Report By SJ1477 HISTORY - 1934 MONUMENTED CGS SJ1477 HISTORY - 1969 MARK NOT FOUND USGS SJ1477 HISTORY - 20010822 MARK NOT FOUND MNDT SJ1477 SJ1477 STATION DESCRIPTION SJ1477 SJ1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 SJ1477'2.8 MI W FROM BALL CLUB. SJ1477'IN CASS COUNTY, ABOUT 2.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY SJ1477'FROM THE STATION AT BALL CLUB, ITASCA COUNTY, ABOUT 450 YARDS EAST OF SJ1477'MILEPOST 136, ABOUT 14 YARDS SOUTH OF THE CENTER LINE OF U.S. HIGHWAY SJ1477'2, AND ABOUT 11 YARDS NORTH OF THE CENTER LINE OF THE TRACK. A SJ1477'STANDARD DISK, STAMPED Q 45 1934 AND SET IN THE TOP OF A CONCRETE SJ1477'POST. SJ1477 SJ1477 STATION RECOVERY (1969) SJ1477 SJ1477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 SJ1477'MARK NOT FOUND. SJ1477 SJ1477 STATION RECOVERY (2001) SJ1477 SJ1477'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) SJ1477'COULD NOT FIND IN 2001. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4583 *********************************************************************** DF4583 DESIGNATION - RYAN DF4583 PID - DF4583 DF4583 STATE/COUNTY- MN/CASS DF4583 USGS QUAD - PORTAGE LAKE (1996) DF4583 DF4583 *CURRENT SURVEY CONTROL DF4583 ___________________________________________________________________ DF4583* NAD 83(1996)- 47 21 11.50689(N) 094 17 10.08859(W) ADJUSTED DF4583* NAVD 88 - 401.02 (meters) 1315.7 (feet) LEVELING DF4583 ___________________________________________________________________ DF4583 X - -323,548.807 (meters) COMP DF4583 Y - -4,317,032.679 (meters) COMP DF4583 Z - 4,668,729.786 (meters) COMP DF4583 LAPLACE CORR- -3.80 (seconds) DEFLEC99 DF4583 ELLIP HEIGHT- 372.64 (meters) (07/22/03) GPS OBS DF4583 GEOID HEIGHT- -28.33 (meters) GEOID99 DF4583 DF4583 HORZ ORDER - FIRST DF4583 VERT ORDER - THIRD ? DF4583 ELLP ORDER - THIRD CLASS II DF4583 DF4583.The horizontal coordinates were established by GPS observations DF4583.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4583 DF4583.The orthometric height was determined by differential leveling. DF4583.The vertical network tie was performed by a horz. field party for horz. DF4583.obs reductions. Reset procedures were used to establish the elevation. DF4583 DF4583.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4583 DF4583.The Laplace correction was computed from DEFLEC99 derived deflections. DF4583 DF4583.The ellipsoidal height was determined by GPS observations DF4583.and is referenced to NAD 83. DF4583 DF4583.The geoid height was determined by GEOID99. DF4583 DF4583; North East Units Scale Converg. DF4583;SPC MN C - 361,568.477 797,269.606 MT 1.00008046 -0 01 34.1 DF4583;UTM 15 - 5,245,216.696 402,867.672 MT 0.99971595 -0 56 45.9 DF4583 DF4583 SUPERSEDED SURVEY CONTROL DF4583 DF4583.No superseded survey control is available for this station. DF4583 DF4583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0286845217(NAD 83) DF4583_MARKER: DD = SURVEY DISK DF4583_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4583_STAMPING: RYAN 1992 DF4583_MARK LOGO: MNDT DF4583_PROJECTION: FLUSH DF4583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4583+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001 DF4583_ROD/PIPE-DEPTH: 3.0 meters DF4583 DF4583 HISTORY - Date Condition Report By DF4583 HISTORY - 1992 MONUMENTED MNDT DF4583 HISTORY - 20010815 GOOD MNDT DF4583 DF4583 STATION DESCRIPTION DF4583 DF4583'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH) DF4583'3.7 MI (6.0 KM) WEST OF BENA, 3.75 MI (6.03 KM) WEST OF JCT OF CO RD 8 DF4583'AND TH 2, AT TH 2 MP 145.45, 141.5 FT (43.1 M) SOUTH OF TH 2, 40.1 FT DF4583'(12.2 M) WEST OF RYANS, 32.5 FT (9.9 M) NORTH OF NORTH RR RAIL, 3.4 FT DF4583'(1.0 M) NORTH OF WIT POST. DF4583 DF4583 STATION RECOVERY (2001) DF4583 DF4583'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS) DF4583'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3.75 MI (6.03 DF4583'KM) WEST OF BENA, 3.75 MI (6.03 KM) WEST ALONG TH 2 FROM JCT OF TH 2 DF4583'AND CO RD 8 IN BENA, AT TH 2 MP 145.45, 141.5 FT (43.1 M) SOUTH OF TH DF4583'2, 40.1 FT (12.2 M) WEST OF RYANS, 32.5 FT (9.9 M) NORTH OF NORTH DF4583'RAIL, 3.4 FT (1.0 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE DF4583'FOR GPS. ROD DRIVEN TO REFUSAL TO A DEPTH OF 10 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4586 *********************************************************************** DF4586 DESIGNATION - TAGE DF4586 PID - DF4586 DF4586 STATE/COUNTY- MN/CASS DF4586 USGS QUAD - PORTAGE LAKE (1996) DF4586 DF4586 *CURRENT SURVEY CONTROL DF4586 ___________________________________________________________________ DF4586* NAD 83(1996)- 47 21 40.02843(N) 094 21 27.61487(W) ADJUSTED DF4586* NAVD 88 - 404.97 (meters) 1328.6 (feet) LEVELING DF4586 ___________________________________________________________________ DF4586 X - -328,889.441 (meters) COMP DF4586 Y - -4,315,982.009 (meters) COMP DF4586 Z - 4,669,329.500 (meters) COMP DF4586 LAPLACE CORR- -3.54 (seconds) DEFLEC99 DF4586 ELLIP HEIGHT- 376.70 (meters) (07/22/03) GPS OBS DF4586 GEOID HEIGHT- -28.25 (meters) GEOID99 DF4586 DF4586 HORZ ORDER - FIRST DF4586 VERT ORDER - THIRD ? DF4586 ELLP ORDER - THIRD CLASS II DF4586 DF4586.The horizontal coordinates were established by GPS observations DF4586.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4586 DF4586.The orthometric height was determined by differential leveling. DF4586.The vertical network tie was performed by a horz. field party for horz. DF4586.obs reductions. Reset procedures were used to establish the elevation. DF4586 DF4586.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4586 DF4586.The Laplace correction was computed from DEFLEC99 derived deflections. DF4586 DF4586.The ellipsoidal height was determined by GPS observations DF4586.and is referenced to NAD 83. DF4586 DF4586.The geoid height was determined by GEOID99. DF4586 DF4586; North East Units Scale Converg. DF4586;SPC MN C - 362,454.278 791,865.657 MT 1.00008294 -0 04 40.4 DF4586;UTM 15 - 5,246,188.843 397,480.585 MT 0.99972916 -0 59 55.8 DF4586 DF4586: Primary Azimuth Mark Grid Az DF4586:SPC MN C - BULAKE 188 46 26.7 DF4586:UTM 15 - BULAKE 189 41 42.1 DF4586 DF4586|---------------------------------------------------------------------| DF4586| PID Reference Object Distance Geod. Az | DF4586| dddmmss.s | DF4586| DF4587 BULAKE 463.417 METERS 1884146.3 | DF4586|---------------------------------------------------------------------| DF4586 DF4586 SUPERSEDED SURVEY CONTROL DF4586 DF4586.No superseded survey control is available for this station. DF4586 DF4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9748146189(NAD 83) DF4586_MARKER: DD = SURVEY DISK DF4586_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4586_STAMPING: TAGE 2001 DF4586_MARK LOGO: MNDT DF4586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4586+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4586 DF4586 HISTORY - Date Condition Report By DF4586 HISTORY - 2001 MONUMENTED MNDT DF4586 DF4586 STATION DESCRIPTION DF4586 DF4586'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4586'THE MARK IS 7.1 MI (11.4 KM) WEST OF BENA, 7.1 MI (11.4 KM) WEST ALONG DF4586'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 142.1, 163.2 FT DF4586'(49.7 M) SOUTH OF TH 2, 60.9 FT (18.6 M) NORTH OF NORTH RAIL, 48.6 FT DF4586'(14.8 M) WEST OF SUCKER BAY RD, 3.0 FT (0.9 M) NORTH OF WIT POST, DF4586'FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 25 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4566 *********************************************************************** DF4566 DESIGNATION - TIBB DF4566 PID - DF4566 DF4566 STATE/COUNTY- MN/CASS DF4566 USGS QUAD - BALL CLUB (1996) DF4566 DF4566 *CURRENT SURVEY CONTROL DF4566 ___________________________________________________________________ DF4566* NAD 83(1996)- 47 19 32.96407(N) 093 58 14.81019(W) ADJUSTED DF4566* NAVD 88 - 392.73 (meters) 1288.5 (feet) LEVELING DF4566 ___________________________________________________________________ DF4566 X - -299,937.718 (meters) COMP DF4566 Y - -4,320,974.937 (meters) COMP DF4566 Z - 4,666,661.009 (meters) COMP DF4566 LAPLACE CORR- -5.05 (seconds) DEFLEC99 DF4566 ELLIP HEIGHT- 363.96 (meters) (07/22/03) GPS OBS DF4566 GEOID HEIGHT- -28.75 (meters) GEOID99 DF4566 DF4566 HORZ ORDER - FIRST DF4566 VERT ORDER - THIRD ? DF4566 ELLP ORDER - THIRD CLASS II DF4566 DF4566.The horizontal coordinates were established by GPS observations DF4566.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4566 DF4566.The orthometric height was determined by differential leveling. DF4566.The vertical network tie was performed by a horz. field party for horz. DF4566.obs reductions. Reset procedures were used to establish the elevation. DF4566 DF4566.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4566 DF4566.The Laplace correction was computed from DEFLEC99 derived deflections. DF4566 DF4566.The ellipsoidal height was determined by GPS observations DF4566.and is referenced to NAD 83. DF4566 DF4566.The geoid height was determined by GEOID99. DF4566 DF4566; North East Units Scale Converg. DF4566;SPC MN C - 358,561.568 821,108.342 MT 1.00007203 +0 12 07.1 DF4566;UTM 15 - 5,241,829.621 426,645.993 MT 0.99966613 -0 42 49.6 DF4566 DF4566 SUPERSEDED SURVEY CONTROL DF4566 DF4566.No superseded survey control is available for this station. DF4566 DF4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2664641830(NAD 83) DF4566_MARKER: DD = SURVEY DISK DF4566_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4566_STAMPING: TIBB 2001 DF4566_MARK LOGO: MNDT DF4566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4566+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4566 DF4566 HISTORY - Date Condition Report By DF4566 HISTORY - 2001 MONUMENTED MNDT DF4566 DF4566 STATION DESCRIPTION DF4566 DF4566'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4566'THE MARK IS 1.6 MI (2.6 KM) WEST OF BALL CLUB, 1.6 MI (2.6 KM) WEST DF4566'ALONG TH 2 FROM JCT OF TH 2 AND CO RD 39 IN BALL CLUB, AT TH 2 MP DF4566'160.59, 44.3 FT (13.5 M) NORTH OF TH 2, 13.8 FT (4.2 M) EAST OF SE COR DF4566'OF SIGN, 3.3 FT (1.0 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND DF4566'SUITABLE FOR GPS. ROD DEPTH IS 60 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4606 *********************************************************************** DF4606 DESIGNATION - TRUE DF4606 PID - DF4606 DF4606 STATE/COUNTY- MN/CASS DF4606 USGS QUAD - CASS LAKE (1996) DF4606 DF4606 *CURRENT SURVEY CONTROL DF4606 ___________________________________________________________________ DF4606* NAD 83(1996)- 47 22 56.75908(N) 094 37 23.99377(W) ADJUSTED DF4606* NAVD 88 - 403.53 (meters) 1323.9 (feet) LEVELING DF4606 ___________________________________________________________________ DF4606 X - -348,756.945 (meters) COMP DF4606 Y - -4,312,671.886 (meters) COMP DF4606 Z - 4,670,933.491 (meters) COMP DF4606 LAPLACE CORR- -1.36 (seconds) DEFLEC99 DF4606 ELLIP HEIGHT- 375.44 (meters) (07/22/03) GPS OBS DF4606 GEOID HEIGHT- -28.10 (meters) GEOID99 DF4606 DF4606 HORZ ORDER - FIRST DF4606 VERT ORDER - THIRD ? DF4606 ELLP ORDER - THIRD CLASS II DF4606 DF4606.The horizontal coordinates were established by GPS observations DF4606.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4606 DF4606.The orthometric height was determined by differential leveling. DF4606.The vertical network tie was performed by a horz. field party for horz. DF4606.obs reductions. Reset procedures were used to establish the elevation. DF4606 DF4606.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4606 DF4606.The Laplace correction was computed from DEFLEC99 derived deflections. DF4606 DF4606.The ellipsoidal height was determined by GPS observations DF4606.and is referenced to NAD 83. DF4606 DF4606.The geoid height was determined by GEOID99. DF4606 DF4606; North East Units Scale Converg. DF4606;SPC MN C - 364,885.056 771,806.706 MT 1.00008972 -0 16 12.2 DF4606;UTM 15 - 5,248,941.450 377,469.996 MT 0.99978451 -1 11 41.1 DF4606 DF4606 SUPERSEDED SURVEY CONTROL DF4606 DF4606.No superseded survey control is available for this station. DF4606 DF4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7747048941(NAD 83) DF4606_MARKER: DD = SURVEY DISK DF4606_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4606_STAMPING: TRUE 2001 DF4606_MARK LOGO: MNDT DF4606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4606+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4606 DF4606 HISTORY - Date Condition Report By DF4606 HISTORY - 2001 MONUMENTED MNDT DF4606 DF4606 STATION DESCRIPTION DF4606 DF4606'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4606'THE MARK IS 0.5 MI (0.8 KM) WEST OF CASE LAKE, 0.6 MI (1.0 KM) WEST DF4606'ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP 129.4, DF4606'39.4 FT (12.0 M) SOUTH OF WB TH 2, 33.6 FT (10.2 M) NORTH OF EB TH 2, DF4606'57.2 FT (17.4 M) EAST OF CROSSOVER, 2.2 FT (0.7 M) WEST OF WIT POST, DF4606'FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 30 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4590 *********************************************************************** DF4590 DESIGNATION - UCKER DF4590 PID - DF4590 DF4590 STATE/COUNTY- MN/CASS DF4590 USGS QUAD - SUCKER LAKES (1996) DF4590 DF4590 *CURRENT SURVEY CONTROL DF4590 ___________________________________________________________________ DF4590* NAD 83(1996)- 47 21 59.64275(N) 094 24 19.56387(W) ADJUSTED DF4590* NAVD 88 - 400.60 (meters) 1314.3 (feet) LEVELING DF4590 ___________________________________________________________________ DF4590 X - -332,452.812 (meters) COMP DF4590 Y - -4,315,259.088 (meters) COMP DF4590 Z - 4,669,736.648 (meters) COMP DF4590 LAPLACE CORR- -2.69 (seconds) DEFLEC99 DF4590 ELLIP HEIGHT- 372.39 (meters) (07/22/03) GPS OBS DF4590 GEOID HEIGHT- -28.20 (meters) GEOID99 DF4590 DF4590 HORZ ORDER - FIRST DF4590 VERT ORDER - THIRD ? DF4590 ELLP ORDER - THIRD CLASS II DF4590 DF4590.The horizontal coordinates were established by GPS observations DF4590.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4590 DF4590.The orthometric height was determined by differential leveling. DF4590.The vertical network tie was performed by a horz. field party for horz. DF4590.obs reductions. Reset procedures were used to establish the elevation. DF4590 DF4590.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4590 DF4590.The Laplace correction was computed from DEFLEC99 derived deflections. DF4590 DF4590.The ellipsoidal height was determined by GPS observations DF4590.and is referenced to NAD 83. DF4590 DF4590.The geoid height was determined by GEOID99. DF4590 DF4590; North East Units Scale Converg. DF4590;SPC MN C - 363,066.066 788,258.391 MT 1.00008466 -0 06 44.8 DF4590;UTM 15 - 5,246,858.318 393,884.882 MT 0.99973838 -1 02 02.7 DF4590 DF4590 SUPERSEDED SURVEY CONTROL DF4590 DF4590.No superseded survey control is available for this station. DF4590 DF4590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9388546858(NAD 83) DF4590_MARKER: DD = SURVEY DISK DF4590_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4590_STAMPING: UCKER 2001 DF4590_MARK LOGO: MNDT DF4590_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4590+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4590 DF4590 HISTORY - Date Condition Report By DF4590 HISTORY - 2001 MONUMENTED MNDT DF4590 DF4590 STATION DESCRIPTION DF4590 DF4590'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4590'THE MARK IS 9.8 MI (15.8 KM) EAST OF CASS LAKE, 9.8 MI (15.8 KM) EAST DF4590'ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP 139.8, DF4590'29.3 FT (8.9 M) SOUTH OF TH 2, 4.3 FT (1.3 M) NORTH OF WIT POST, DF4590'FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 60 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB9994 *********************************************************************** AB9994 CBN - This is a Cooperative Base Network Control Station. AB9994 DESIGNATION - WELSH AB9994 PID - AB9994 AB9994 STATE/COUNTY- MN/CASS AB9994 USGS QUAD - PIKE BAY (1996) AB9994 AB9994 *CURRENT SURVEY CONTROL AB9994 ___________________________________________________________________ AB9994* NAD 83(1996)- 47 17 38.00146(N) 094 35 58.43335(W) ADJUSTED AB9994* NAVD 88 - 410.9 (meters) 1348. (feet) GPS OBS AB9994 ___________________________________________________________________ AB9994 X - -347,548.926 (meters) COMP AB9994 Y - -4,320,037.333 (meters) COMP AB9994 Z - 4,664,267.548 (meters) COMP AB9994 LAPLACE CORR- -2.51 (seconds) DEFLEC99 AB9994 ELLIP HEIGHT- 382.90 (meters) (01/15/97) GPS OBS AB9994 GEOID HEIGHT- -28.00 (meters) GEOID99 AB9994 AB9994 HORZ ORDER - B AB9994 ELLP ORDER - FOURTH CLASS I AB9994 AB9994.The horizontal coordinates were established by GPS observations AB9994.and adjusted by the National Geodetic Survey in January 1997. AB9994 AB9994.The orthometric height was determined by GPS observations and a AB9994.high-resolution geoid model. AB9994 AB9994.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9994 AB9994.The Laplace correction was computed from DEFLEC99 derived deflections. AB9994 AB9994.The ellipsoidal height was determined by GPS observations AB9994.and is referenced to NAD 83. AB9994 AB9994.The geoid height was determined by GEOID99. AB9994 AB9994; North East Units Scale Converg. AB9994;SPC MN C - 355,032.143 773,558.067 MT 1.00006248 -0 15 10.3 AB9994;UTM 15 - 5,239,064.487 379,061.827 MT 0.99977975 -1 10 32.1 AB9994 AB9994 SUPERSEDED SURVEY CONTROL AB9994 AB9994.No superseded survey control is available for this station. AB9994 AB9994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7906239064(NAD 83) AB9994_MARKER: I = METAL ROD AB9994_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AB9994_STAMPING: WELSH 1995 AB9994_MARK LOGO: MNDT AB9994_PROJECTION: FLUSH AB9994_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AB9994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9994+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001 AB9994_ROD/PIPE-DEPTH: 3.7 meters AB9994_SLEEVE-DEPTH : 0.9 meters AB9994 AB9994 HISTORY - Date Condition Report By AB9994 HISTORY - 1995 MONUMENTED MNDT AB9994 HISTORY - 19980901 GOOD MNDT AB9994 HISTORY - 19990615 GOOD MNDT AB9994 HISTORY - 20000401 GOOD MNDT AB9994 HISTORY - 20010815 GOOD MNDT AB9994 AB9994 STATION DESCRIPTION AB9994 AB9994'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH) AB9994'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1995. THE MARK IS AB9994'LOCATED ABOUT 6 MI (9.7 KM) SOUTH OF THE TOWN OF CASS LAKE IN THE NW AB9994'1/4 OF SECTION 15, T144N, R31W. TO REACH THE MARK FROM THE JCT OF TH AB9994'371 AND TH 2 IN CASS LAKE, GO SOUTH ALONG TH 371 FOR 6.20 MI (9.98 KM) AB9994'TO TH 371 MP 106.2, THEN GO EAST ALONG CO RD 144 FOR 1.15 MI (1.85 KM) AB9994'TO THE MARK ON THE RIGHT. THE MARK IS 46.0 FT (14.0 M) SOUTH OF CO RD AB9994'144, 32.0 FT (9.8 M) EAST OF WILKINSON TWP RD 3, 15.0 FT (4.6 M) SOUTH AB9994'OF A P-POLE, 17.0 FT (5.2 M) SSW OF A CABLE MARKER, AND 4.0 FT (1.2 M) AB9994'NORTH OF A WIT POST. THE MARK IS A PUNCH MARK ON THE TOP OF A DRIVEN AB9994'1/2 INCH DIAMETER BY 12 FT (3.7 M) LONG STAINLESS STEEL ROD WITH A 3 AB9994'FT (0.9 M) PLASTIC STABILIZER SLEEVE. ACCESS TO THE DATUM POINT IS AB9994'THROUGH A 5 INCH LOGO CAP THAT IS FLUSH WITH THE GROUND, AB9994'STAMPED---WELSH 1995---, SET ON TOP OF A 5 INCH DIAMETER BY 24 INCH AB9994'LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN CONCRETE. A AB9994'METAL SPIKE WAS PLACED IN THE SILICA SAND MAKING THE MARK MAGNETIC. AB9994'DESCRIBED BY DAVID K. HERDER AND TYPED BY M.P.P. AB9994 AB9994 STATION RECOVERY (1998) AB9994 AB9994'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) AB9994'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. AB9994 AB9994 STATION RECOVERY (1999) AB9994 AB9994'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH) AB9994'RECOVERED AS DESCRIBED. AB9994 AB9994 STATION RECOVERY (2000) AB9994 AB9994'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) AB9994'THE MARK WAS RECOVERED AS DESCRIBED. AB9994 AB9994 STATION RECOVERY (2001) AB9994 AB9994'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) AB9994'THE MARK WAS RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF4581 *********************************************************************** DF4581 DESIGNATION - WINNIE DF4581 PID - DF4581 DF4581 STATE/COUNTY- MN/CASS DF4581 USGS QUAD - PORTAGE LAKE (1996) DF4581 DF4581 *CURRENT SURVEY CONTROL DF4581 ___________________________________________________________________ DF4581* NAD 83(1996)- 47 21 04.46273(N) 094 16 08.20359(W) ADJUSTED DF4581* NAVD 88 - 400.03 (meters) 1312.4 (feet) LEVELING DF4581 ___________________________________________________________________ DF4581 X - -322,265.428 (meters) COMP DF4581 Y - -4,317,288.464 (meters) COMP DF4581 Z - 4,668,581.666 (meters) COMP DF4581 LAPLACE CORR- -3.73 (seconds) DEFLEC99 DF4581 ELLIP HEIGHT- 371.65 (meters) (07/22/03) GPS OBS DF4581 GEOID HEIGHT- -28.36 (meters) GEOID99 DF4581 DF4581 HORZ ORDER - FIRST DF4581 VERT ORDER - THIRD ? DF4581 ELLP ORDER - THIRD CLASS II DF4581 DF4581.The horizontal coordinates were established by GPS observations DF4581.and adjusted by the MN DEPT OF TRANSP in July 2003. DF4581 DF4581.The orthometric height was determined by differential leveling. DF4581.The vertical network tie was performed by a horz. field party for horz. DF4581.obs reductions. Reset procedures were used to establish the elevation. DF4581 DF4581.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4581 DF4581.The Laplace correction was computed from DEFLEC99 derived deflections. DF4581 DF4581.The ellipsoidal height was determined by GPS observations DF4581.and is referenced to NAD 83. DF4581 DF4581.The geoid height was determined by GEOID99. DF4581 DF4581; North East Units Scale Converg. DF4581;SPC MN C - 361,350.466 798,568.441 MT 1.00007985 -0 00 49.3 DF4581;UTM 15 - 5,244,977.949 404,162.367 MT 0.99971288 -0 56 00.3 DF4581 DF4581 SUPERSEDED SURVEY CONTROL DF4581 DF4581.No superseded survey control is available for this station. DF4581 DF4581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0416244978(NAD 83) DF4581_MARKER: DD = SURVEY DISK DF4581_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF4581_STAMPING: WINNIE 2001 DF4581_MARK LOGO: MNDT DF4581_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF4581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF4581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4581+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF4581 DF4581 HISTORY - Date Condition Report By DF4581 HISTORY - 2001 MONUMENTED MNDT DF4581 DF4581 STATION DESCRIPTION DF4581 DF4581'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH) DF4581'THE MARK IS 3 MI (4.8 KM) WEST OF BENA, 2.9 MI (4.7 KM) WEST ALONG TH DF4581'2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 146.3, 200 FT (61.0 DF4581'M) WEST OF CO RD 91, 165 FT (50.3 M) SOUTH OF TH 2, 10.2 FT (3.1 M) DF4581'NORTH OF NORTH RAIL, 2.8 FT (0.9 M) SOUTH OF WIT POST, RECESSED 1 DF4581'INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 90 FT.