1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3888 *********************************************************************** DH3888 DESIGNATION - 13 DWB DH3888 PID - DH3888 DH3888 STATE/COUNTY- MN/COTTONWOOD DH3888 USGS QUAD - WILDER (1970) DH3888 DH3888 *CURRENT SURVEY CONTROL DH3888 ___________________________________________________________________ DH3888* NAD 83(1996)- 43 51 44.33330(N) 095 14 25.30366(W) ADJUSTED DH3888* NAVD 88 - 446.3 (meters) 1464. (feet) GPS OBS DH3888 ___________________________________________________________________ DH3888 X - -420,720.755 (meters) COMP DH3888 Y - -4,587,139.121 (meters) COMP DH3888 Z - 4,397,364.593 (meters) COMP DH3888 LAPLACE CORR- -2.97 (seconds) DEFLEC99 DH3888 ELLIP HEIGHT- 419.14 (meters) (05/30/05) GPS OBS DH3888 GEOID HEIGHT- -27.12 (meters) GEOID03 DH3888 DH3888 HORZ ORDER - FIRST DH3888 ELLP ORDER - THIRD CLASS II DH3888 DH3888.The horizontal coordinates were established by GPS observations DH3888.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3888 DH3888.The orthometric height was determined by GPS observations and a DH3888.high-resolution geoid model. DH3888 DH3888.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3888 DH3888.The Laplace correction was computed from DEFLEC99 derived deflections. DH3888 DH3888.The ellipsoidal height was determined by GPS observations DH3888.and is referenced to NAD 83. DH3888 DH3888.The geoid height was determined by GEOID03. DH3888 DH3888; North East Units Scale Factor Converg. DH3888;SPC MN S - 196,570.640 700,290.942 MT 0.99998382 -0 52 09.9 DH3888;UTM 15 - 4,859,020.276 319,964.210 MT 0.99999868 -1 33 10.2 DH3888 DH3888! - Elev Factor x Scale Factor = Combined Factor DH3888!SPC MN S - 0.99993428 x 0.99998382 = 0.99991810 DH3888!UTM 15 - 0.99993428 x 0.99999868 = 0.99993296 DH3888 DH3888 SUPERSEDED SURVEY CONTROL DH3888 DH3888.No superseded survey control is available for this station. DH3888 DH3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1996459020(NAD 83) DH3888_MARKER: DB = BENCH MARK DISK DH3888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3888_STAMPING: 13 DWB 1967 1464 DH3888_MARK LOGO: USGS DH3888_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DH3888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH3888+STABILITY: SURFACE MOTION DH3888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3888+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003 DH3888 DH3888 HISTORY - Date Condition Report By DH3888 HISTORY - 1967 MONUMENTED USGS DH3888 HISTORY - 20030521 GOOD MNDT DH3888 DH3888 STATION DESCRIPTION DH3888 DH3888'DESCRIBED BY MN DEPT OF TRANSP 2003 (PJ) DH3888'6.3 MILES (10.1 KM) WEST OF WINDOM, 73.4 FEET (22.4 M) SOUTH OF TRUNK DH3888'HIGHWAY 62, 61.6 FEET EAST OF NORTH-SOUTH GRAVEL ROAD, 30.8 FEET (9.4 DH3888'M) EAST OF CABLE PEDESTAL ( NUMBER A3 B) , 2.0 FEET (0.6 M) WEST OF DH3888'WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3889 *********************************************************************** DH3889 DESIGNATION - 1701 A DH3889 PID - DH3889 DH3889 STATE/COUNTY- MN/COTTONWOOD DH3889 USGS QUAD - WESTBROOK (1980) DH3889 DH3889 *CURRENT SURVEY CONTROL DH3889 ___________________________________________________________________ DH3889* NAD 83(1996)- 44 02 10.19567(N) 095 26 46.30564(W) ADJUSTED DH3889* NAVD 88 - 430.1 (meters) 1411. (feet) GPS OBS DH3889 ___________________________________________________________________ DH3889 X - -435,923.641 (meters) COMP DH3889 Y - -4,572,240.145 (meters) COMP DH3889 Z - 4,411,261.672 (meters) COMP DH3889 LAPLACE CORR- -2.60 (seconds) DEFLEC99 DH3889 ELLIP HEIGHT- 403.27 (meters) (05/30/05) GPS OBS DH3889 GEOID HEIGHT- -26.83 (meters) GEOID03 DH3889 DH3889 HORZ ORDER - FIRST DH3889 ELLP ORDER - THIRD CLASS II DH3889 DH3889.The horizontal coordinates were established by GPS observations DH3889.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3889 DH3889.The orthometric height was determined by GPS observations and a DH3889.high-resolution geoid model. DH3889 DH3889.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3889 DH3889.The Laplace correction was computed from DEFLEC99 derived deflections. DH3889 DH3889.The ellipsoidal height was determined by GPS observations DH3889.and is referenced to NAD 83. DH3889 DH3889.The geoid height was determined by GEOID03. DH3889 DH3889; North East Units Scale Factor Converg. DH3889;SPC MN S - 216,155.679 684,087.890 MT 0.99995482 -1 00 49.2 DH3889;UTM 15 - 4,878,799.013 303,995.486 MT 1.00007252 -1 42 03.3 DH3889 DH3889! - Elev Factor x Scale Factor = Combined Factor DH3889!SPC MN S - 0.99993677 x 0.99995482 = 0.99989159 DH3889!UTM 15 - 0.99993677 x 1.00007252 = 1.00000928 DH3889 DH3889 SUPERSEDED SURVEY CONTROL DH3889 DH3889.No superseded survey control is available for this station. DH3889 DH3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0399578799(NAD 83) DH3889_MARKER: DB = BENCH MARK DISK DH3889_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DH3889_STAMPING: 1701 A DH3889_MARK LOGO: MNHD DH3889_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT DH3889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH3889+STABILITY: SURFACE MOTION DH3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3889+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004 DH3889 DH3889 HISTORY - Date Condition Report By DH3889 HISTORY - 1954 MONUMENTED MNHD DH3889 HISTORY - 20040630 GOOD MNDT DH3889 DH3889 STATION DESCRIPTION DH3889 DH3889'DESCRIBED BY MN DEPT OF TRANSP 2004 (PJ) DH3889'0.5 MILE WEST OF WEST BROOK, 0.8 MILE EAST OF COUNTY LINE, 0.25 MILE DH3889'WEST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF COUNTY ROAD 7 IN DH3889'WESTBROOK, AT TRUNK HIGHWAY 30 MILEPOINT 57.05, STATION 42+36, 58 DH3889'FEET SOUTH OF THE CENTER OF TRUNK HIGHWAY 30, 2.3 FEET NORTH OF DH3889'FENCELINE, 0.5 FOOT NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3890 *********************************************************************** DH3890 DESIGNATION - 1701 H DH3890 PID - DH3890 DH3890 STATE/COUNTY- MN/COTTONWOOD DH3890 USGS QUAD - STORDEN (1967) DH3890 DH3890 *CURRENT SURVEY CONTROL DH3890 ___________________________________________________________________ DH3890* NAD 83(1996)- 44 03 01.15913(N) 095 16 50.20865(W) ADJUSTED DH3890* NAVD 88 - 445.4 (meters) 1461. (feet) GPS OBS DH3890 ___________________________________________________________________ DH3890 X - -422,608.600 (meters) COMP DH3890 Y - -4,572,402.704 (meters) COMP DH3890 Z - 4,412,402.927 (meters) COMP DH3890 LAPLACE CORR- -2.92 (seconds) DEFLEC99 DH3890 ELLIP HEIGHT- 418.38 (meters) (05/30/05) GPS OBS DH3890 GEOID HEIGHT- -27.01 (meters) GEOID03 DH3890 DH3890 HORZ ORDER - FIRST DH3890 ELLP ORDER - THIRD CLASS II DH3890 DH3890.The horizontal coordinates were established by GPS observations DH3890.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3890 DH3890.The orthometric height was determined by GPS observations and a DH3890.high-resolution geoid model. DH3890 DH3890.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3890 DH3890.The Laplace correction was computed from DEFLEC99 derived deflections. DH3890 DH3890.The ellipsoidal height was determined by GPS observations DH3890.and is referenced to NAD 83. DH3890 DH3890.The geoid height was determined by GEOID03. DH3890 DH3890; North East Units Scale Factor Converg. DH3890;SPC MN S - 217,507.030 697,382.755 MT 0.99995285 -0 53 51.4 DH3890;UTM 15 - 4,879,990.760 317,306.778 MT 1.00001052 -1 35 10.0 DH3890 DH3890! - Elev Factor x Scale Factor = Combined Factor DH3890!SPC MN S - 0.99993440 x 0.99995285 = 0.99988725 DH3890!UTM 15 - 0.99993440 x 1.00001052 = 0.99994492 DH3890 DH3890 SUPERSEDED SURVEY CONTROL DH3890 DH3890.No superseded survey control is available for this station. DH3890 DH3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1730779991(NAD 83) DH3890_MARKER: DB = BENCH MARK DISK DH3890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3890_STAMPING: 1701 H DH3890_MARK LOGO: MNHD DH3890_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT DH3890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH3890+STABILITY: SURFACE MOTION DH3890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3890+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004 DH3890 DH3890 HISTORY - Date Condition Report By DH3890 HISTORY - 1954 MONUMENTED MNHD DH3890 HISTORY - 20040630 GOOD MNDT DH3890 DH3890 STATION DESCRIPTION DH3890 DH3890'DESCRIBED BY MN DEPT OF TRANSP 2004 (KB) DH3890'2.4 MILES (3.9 KM) EAST OF JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY DH3890'ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30 MILEPOINT 65.7, AT SOUTHEAST DH3890'CORNER OF JUNCTION OF TRUNK HIGHWAY 30 AND 400TH AVENUE, 75.4 FEET DH3890'(23.0 M) SOUTH OF TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 30 STATION DH3890'498+37, 32 FEET EAST OF 400TH AVENUE, 1.0 FOOT (0.3 M) WEST OF WITNESS DH3890'POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3891 *********************************************************************** DH3891 DESIGNATION - 1701 Q DH3891 PID - DH3891 DH3891 STATE/COUNTY- MN/COTTONWOOD DH3891 USGS QUAD - JEFFERS (1980) DH3891 DH3891 *CURRENT SURVEY CONTROL DH3891 ___________________________________________________________________ DH3891* NAD 83(1996)- 44 03 01.89221(N) 095 09 37.34060(W) ADJUSTED DH3891* NAVD 88 - 442.7 (meters) 1452. (feet) GPS OBS DH3891 ___________________________________________________________________ DH3891 X - -413,010.417 (meters) COMP DH3891 Y - -4,573,261.821 (meters) COMP DH3891 Z - 4,412,417.216 (meters) COMP DH3891 LAPLACE CORR- -3.86 (seconds) DEFLEC99 DH3891 ELLIP HEIGHT- 415.54 (meters) (05/30/05) GPS OBS DH3891 GEOID HEIGHT- -27.18 (meters) GEOID03 DH3891 DH3891 HORZ ORDER - FIRST DH3891 ELLP ORDER - THIRD CLASS II DH3891 DH3891.The horizontal coordinates were established by GPS observations DH3891.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3891 DH3891.The orthometric height was determined by GPS observations and a DH3891.high-resolution geoid model. DH3891 DH3891.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3891 DH3891.The Laplace correction was computed from DEFLEC99 derived deflections. DH3891 DH3891.The ellipsoidal height was determined by GPS observations DH3891.and is referenced to NAD 83. DH3891 DH3891.The geoid height was determined by GEOID03. DH3891 DH3891; North East Units Scale Factor Converg. DH3891;SPC MN S - 217,385.792 707,017.474 MT 0.99995283 -0 48 48.0 DH3891;UTM 15 - 4,879,753.696 326,939.695 MT 0.99996836 -1 30 08.9 DH3891 DH3891! - Elev Factor x Scale Factor = Combined Factor DH3891!SPC MN S - 0.99993485 x 0.99995283 = 0.99988768 DH3891!UTM 15 - 0.99993485 x 0.99996836 = 0.99990321 DH3891 DH3891 SUPERSEDED SURVEY CONTROL DH3891 DH3891.No superseded survey control is available for this station. DH3891 DH3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2694079754(NAD 83) DH3891_MARKER: DB = BENCH MARK DISK DH3891_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DH3891_STAMPING: 1701 Q 1948 DH3891_MARK LOGO: MNHD DH3891_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT DH3891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH3891+STABILITY: SURFACE MOTION DH3891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3891+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004 DH3891 DH3891 HISTORY - Date Condition Report By DH3891 HISTORY - 1954 MONUMENTED MNHD DH3891 HISTORY - 20040630 GOOD MNDT DH3891 DH3891 STATION DESCRIPTION DH3891 DH3891'DESCRIBED BY MN DEPT OF TRANSP 2004 (KB) DH3891'1.8 MILES (2.9 KM) EAST OF JEFFERS, 75 FEET (22.9 M) NORTH OF TRUNK DH3891'HIGHWAY 30, 44 FEET (13.4 M) WEST OF 460TH AVENUE, AT TRUNK HIGHWAY DH3891'30 MILEPOINT 71.7, 32.3 FEET (9.8 M) NORTHWEST OF WEST END OF METAL DH3891'CULVERT, 80.2 FEET (24.4 M) EAST OF POWER POLE, 0.6 FOOT SOUTH OF DH3891'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3892 *********************************************************************** DH3892 DESIGNATION - 1702 G DH3892 PID - DH3892 DH3892 STATE/COUNTY- MN/COTTONWOOD DH3892 USGS QUAD - SANBORN SE (1967) DH3892 DH3892 *CURRENT SURVEY CONTROL DH3892 ___________________________________________________________________ DH3892* NAD 83(1996)- 44 02 59.45718(N) 095 02 23.09504(W) ADJUSTED DH3892* NAVD 88 - 400.4 (meters) 1314. (feet) GPS OBS DH3892 ___________________________________________________________________ DH3892 X - -403,383.410 (meters) COMP DH3892 Y - -4,574,142.803 (meters) COMP DH3892 Z - 4,412,333.631 (meters) COMP DH3892 LAPLACE CORR- -3.88 (seconds) DEFLEC99 DH3892 ELLIP HEIGHT- 373.02 (meters) (05/30/05) GPS OBS DH3892 GEOID HEIGHT- -27.37 (meters) GEOID03 DH3892 DH3892 HORZ ORDER - FIRST DH3892 ELLP ORDER - THIRD CLASS II DH3892 DH3892.The horizontal coordinates were established by GPS observations DH3892.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3892 DH3892.The orthometric height was determined by GPS observations and a DH3892.high-resolution geoid model. DH3892 DH3892.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3892 DH3892.The Laplace correction was computed from DEFLEC99 derived deflections. DH3892 DH3892.The ellipsoidal height was determined by GPS observations DH3892.and is referenced to NAD 83. DH3892 DH3892.The geoid height was determined by GEOID03. DH3892 DH3892; North East Units Scale Factor Converg. DH3892;SPC MN S - 217,180.567 716,681.746 MT 0.99995292 -0 43 43.6 DH3892;UTM 15 - 4,879,432.201 336,600.752 MT 0.99992838 -1 25 06.7 DH3892 DH3892! - Elev Factor x Scale Factor = Combined Factor DH3892!SPC MN S - 0.99994151 x 0.99995292 = 0.99989444 DH3892!UTM 15 - 0.99994151 x 0.99992838 = 0.99986990 DH3892 DH3892 SUPERSEDED SURVEY CONTROL DH3892 DH3892.No superseded survey control is available for this station. DH3892 DH3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3660179432(NAD 83) DH3892_MARKER: DB = BENCH MARK DISK DH3892_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DH3892_STAMPING: 1702 G 1958 DH3892_MARK LOGO: MNHD DH3892_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT DH3892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH3892+STABILITY: SURFACE MOTION DH3892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3892+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2004 DH3892 DH3892 HISTORY - Date Condition Report By DH3892 HISTORY - 1958 MONUMENTED MNHD DH3892 HISTORY - 20040625 GOOD MNDT DH3892 DH3892 STATION DESCRIPTION DH3892 DH3892'DESCRIBED BY MN DEPT OF TRANSP 2004 (KB) DH3892'4.4 MILES NORTHEAST OF DELFT, 4.0 MILES (6.4 KM) EAST ALONG TRUNK DH3892'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 71, 7.5 MILES EAST OF DH3892'JEFFERS , AT TRUNK HIGHWAY 30 MILEPOINT 77.7, IN THE SOUTHEAST DH3892'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 45, DH3892'201.2 FEET (61.3 M) SOUTH OF TRUNK HIGHWAY 30, 37.6 FEET (11.5 M) EAST DH3892'OF COUNTY ROAD 45, 0.7 FOOT (21.3 CM) WEST OF WITNESS POST, FLUSH, DH3892'MAGNETIC. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3893 *********************************************************************** DH3893 DESIGNATION - 1702 Q DH3893 PID - DH3893 DH3893 STATE/COUNTY- MN/COTTONWOOD DH3893 USGS QUAD - COMFREY (1967) DH3893 DH3893 *CURRENT SURVEY CONTROL DH3893 ___________________________________________________________________ DH3893* NAD 83(1996)- 44 03 01.31924(N) 094 54 34.07781(W) ADJUSTED DH3893* NAVD 88 - 363.8 (meters) 1194. (feet) GPS OBS DH3893 ___________________________________________________________________ DH3893 X - -392,975.735 (meters) COMP DH3893 Y - -4,574,982.068 (meters) COMP DH3893 Z - 4,412,349.375 (meters) COMP DH3893 LAPLACE CORR- -3.29 (seconds) DEFLEC99 DH3893 ELLIP HEIGHT- 336.25 (meters) (05/30/05) GPS OBS DH3893 GEOID HEIGHT- -27.55 (meters) GEOID03 DH3893 DH3893 HORZ ORDER - FIRST DH3893 ELLP ORDER - THIRD CLASS II DH3893 DH3893.The horizontal coordinates were established by GPS observations DH3893.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3893 DH3893.The orthometric height was determined by GPS observations and a DH3893.high-resolution geoid model. DH3893 DH3893.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3893 DH3893.The Laplace correction was computed from DEFLEC99 derived deflections. DH3893 DH3893.The ellipsoidal height was determined by GPS observations DH3893.and is referenced to NAD 83. DH3893 DH3893.The geoid height was determined by GEOID03. DH3893 DH3893; North East Units Scale Factor Converg. DH3893;SPC MN S - 217,113.558 727,121.866 MT 0.99995285 -0 38 14.9 DH3893;UTM 15 - 4,879,239.468 347,038.838 MT 0.99988777 -1 19 40.4 DH3893 DH3893! - Elev Factor x Scale Factor = Combined Factor DH3893!SPC MN S - 0.99994728 x 0.99995285 = 0.99990013 DH3893!UTM 15 - 0.99994728 x 0.99988777 = 0.99983505 DH3893 DH3893 SUPERSEDED SURVEY CONTROL DH3893 DH3893.No superseded survey control is available for this station. DH3893 DH3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4703979239(NAD 83) DH3893_MARKER: DB = BENCH MARK DISK DH3893_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DH3893_STAMPING: 1702 Q 1958 DH3893_MARK LOGO: MNHD DH3893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DH3893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH3893+STABILITY: SURFACE MOTION DH3893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3893+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005 DH3893 DH3893 HISTORY - Date Condition Report By DH3893 HISTORY - 1958 MONUMENTED MNHD DH3893 HISTORY - 20050209 GOOD MNDT DH3893 DH3893 STATION DESCRIPTION DH3893 DH3893'DESCRIBED BY MN DEPT OF TRANSP 2005 (FTR) DH3893'3.5 MILES (5.6 KM) WEST OF DARFUR, 3.5 MILES (5.6 KM) WEST OF JUNCTION DH3893'OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN DARFUR, AT TRUNK HIGHWAY 30 DH3893'MILEPOINT 84.15, AT TRUNK HIGHWAY 30 STATION 553+73, 88 FEET (26.8 M) DH3893'NORTH OF TRUNK HIGHWAY 30, ON FENCELINE NORTH, 0.6 FOOT (18.3 CM) DH3893'SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OP1317 *********************************************************************** OP1317 DESIGNATION - 1706 K OP1317 PID - OP1317 OP1317 STATE/COUNTY- MN/COTTONWOOD OP1317 USGS QUAD - BINGHAM LAKE (1970) OP1317 OP1317 *CURRENT SURVEY CONTROL OP1317 ___________________________________________________________________ OP1317* NAD 83(1996)- 43 56 04.21758(N) 095 07 11.46091(W) ADJUSTED OP1317* NAVD 88 - 447.812 (meters) 1469.20 (feet) ADJUSTED OP1317 ___________________________________________________________________ OP1317 X - -410,575.311 (meters) COMP OP1317 Y - -4,582,475.098 (meters) COMP OP1317 Z - 4,403,145.716 (meters) COMP OP1317 LAPLACE CORR- -3.20 (seconds) DEFLEC99 OP1317 ELLIP HEIGHT- 420.59 (meters) (05/30/05) GPS OBS OP1317 GEOID HEIGHT- -27.25 (meters) GEOID03 OP1317 DYNAMIC HT - 447.717 (meters) 1468.88 (feet) COMP OP1317 MODELED GRAV- 980,394.6 (mgal) NAVD 88 OP1317 OP1317 HORZ ORDER - FIRST OP1317 VERT ORDER - SECOND CLASS I OP1317 ELLP ORDER - THIRD CLASS II OP1317 OP1317.The horizontal coordinates were established by GPS observations OP1317.and adjusted by the MN DEPT OF TRANSP in May 2005. OP1317 OP1317.The orthometric height was determined by differential leveling OP1317.and adjusted by the National Geodetic Survey in June 1995. OP1317 OP1317.The X, Y, and Z were computed from the position and the ellipsoidal ht. OP1317 OP1317.The Laplace correction was computed from DEFLEC99 derived deflections. OP1317 OP1317.The ellipsoidal height was determined by GPS observations OP1317.and is referenced to NAD 83. OP1317 OP1317.The geoid height was determined by GEOID03. OP1317 OP1317.The dynamic height is computed by dividing the NAVD 88 OP1317.geopotential number by the normal gravity value computed on the OP1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OP1317.degrees latitude (g = 980.6199 gals.). OP1317 OP1317.The modeled gravity was interpolated from observed gravity values. OP1317 OP1317; North East Units Scale Factor Converg. OP1317;SPC MN S - 204,450.904 710,087.778 MT 0.99997067 -0 47 05.8 OP1317;UTM 15 - 4,866,782.879 329,854.536 MT 0.99995607 -1 28 16.2 OP1317 OP1317! - Elev Factor x Scale Factor = Combined Factor OP1317!SPC MN S - 0.99993405 x 0.99997067 = 0.99990473 OP1317!UTM 15 - 0.99993405 x 0.99995607 = 0.99989013 OP1317 OP1317 SUPERSEDED SURVEY CONTROL OP1317 OP1317 NAVD 88 (05/30/05) 447.81 (m) 1469.2 (f) LEVELING 3 OP1317 OP1317.Superseded values are not recommended for survey control. OP1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OP1317.See file dsdata.txt to determine how the superseded data were derived. OP1317 OP1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2985566783(NAD 83) OP1317_MARKER: DB = BENCH MARK DISK OP1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT OP1317_SP_SET: CONCRETE POST OP1317_STAMPING: 1706 K 1981 OP1317_MARK LOGO: MNDT OP1317_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT OP1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO OP1317+STABILITY: SURFACE MOTION OP1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OP1317+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004 OP1317 OP1317 HISTORY - Date Condition Report By OP1317 HISTORY - 1981 MONUMENTED MNDT OP1317 HISTORY - 20040628 GOOD MNDT OP1317 OP1317 STATION DESCRIPTION OP1317 OP1317'DESCRIBED BY MN DEPT OF TRANSP 1981 OP1317'THE MARK IS LOCATED 4 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM OP1317'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR OP1317'HIGHWAY 71 MILEPOINT 33.2 IN THE NW 1/4 OF SECTION 1, T105N, R36W. OP1317'THE MARK IS 71.6 FT (21.8 M) EAST OF AND 5 FT (1.5 M) LOWER THAN THE OP1317'CENTERLINE OF HIGHWAY 71, 60 FT (18.3 M) SOUTH OF THE CENTER OF A OP1317'TOWNSHIP ROAD, 46.3 FT (14.1 M) SOUTHEAST OF THE SOUTH END OF AN OP1317'18-INCH METAL CULVERT UNDER THE TOWNSHIP ROAD, 4.2 FT (1.3 M) NORTH OP1317'OF A BURIED CABLE AND 0.4 FT (0.1 M) WEST OF A STEEL WITNESS POST. OP1317'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED ---1706 K 1981---, OP1317'IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE OP1317'SURFACE OF THE GROUND. OP1317 OP1317 STATION RECOVERY (2004) OP1317 OP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OP1317'4.0 MILES (6.4 KM) NORTH OF THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND OP1317'TRUNK HIGHWA Y 60 IN WINDOM, 71.6 FEET (21.8 M) EAST OF TRUNK HIGHWAY OP1317'71, AT TRUNK HIGHWAY 7 1 MILEPOINT 33.2, 60 FEET (18.3 M) SOUTH OF OP1317'TOWNSHIP ROAD, 46.3 FEET (14.1 M) SOUTHEAST OF SOUTH END OF METAL OP1317'CULVERT, 4.2 FEET (1.3 M) NORTH OF BURIED CABLE SIGN POST, 0.4 FOOT OP1317'(12.2 CM) WEST OF WITNESS POST, FLUSH, MAGNETIC. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PQ1287 *********************************************************************** PQ1287 DESIGNATION - 1707 B PQ1287 PID - PQ1287 PQ1287 STATE/COUNTY- MN/COTTONWOOD PQ1287 USGS QUAD - SANBORN NE (1967) PQ1287 PQ1287 *CURRENT SURVEY CONTROL PQ1287 ___________________________________________________________________ PQ1287* NAD 83(1996)- 44 10 50.78983(N) 095 07 14.96668(W) ADJUSTED PQ1287* NAVD 88 - 339.349 (meters) 1113.35 (feet) ADJUSTED PQ1287 ___________________________________________________________________ PQ1287 X - -408,947.734 (meters) COMP PQ1287 Y - -4,563,436.905 (meters) COMP PQ1287 Z - 4,422,736.121 (meters) COMP PQ1287 LAPLACE CORR- -3.59 (seconds) DEFLEC99 PQ1287 ELLIP HEIGHT- 311.99 (meters) (05/30/05) GPS OBS PQ1287 GEOID HEIGHT- -27.37 (meters) GEOID03 PQ1287 DYNAMIC HT - 339.291 (meters) 1113.16 (feet) COMP PQ1287 MODELED GRAV- 980,438.5 (mgal) NAVD 88 PQ1287 PQ1287 HORZ ORDER - FIRST PQ1287 VERT ORDER - SECOND CLASS I PQ1287 ELLP ORDER - THIRD CLASS II PQ1287 PQ1287.The horizontal coordinates were established by GPS observations PQ1287.and adjusted by the MN DEPT OF TRANSP in May 2005. PQ1287 PQ1287.The orthometric height was determined by differential leveling PQ1287.and adjusted by the National Geodetic Survey in June 1995. PQ1287 PQ1287.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1287 PQ1287.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1287 PQ1287.The ellipsoidal height was determined by GPS observations PQ1287.and is referenced to NAD 83. PQ1287 PQ1287.The geoid height was determined by GEOID03. PQ1287 PQ1287.The dynamic height is computed by dividing the NAVD 88 PQ1287.geopotential number by the normal gravity value computed on the PQ1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ1287.degrees latitude (g = 980.6199 gals.). PQ1287 PQ1287.The modeled gravity was interpolated from observed gravity values. PQ1287 PQ1287; North East Units Scale Factor Converg. PQ1287;SPC MN S - 231,812.004 710,384.768 MT 0.99993762 -0 47 08.2 PQ1287;UTM 15 - 4,894,138.482 330,480.772 MT 0.99995343 -1 28 42.3 PQ1287 PQ1287! - Elev Factor x Scale Factor = Combined Factor PQ1287!SPC MN S - 0.99995108 x 0.99993762 = 0.99988870 PQ1287!UTM 15 - 0.99995108 x 0.99995343 = 0.99990451 PQ1287 PQ1287 SUPERSEDED SURVEY CONTROL PQ1287 PQ1287 NAVD 88 (05/30/05) 339.35 (m) 1113.4 (f) LEVELING 3 PQ1287 PQ1287.Superseded values are not recommended for survey control. PQ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ1287.See file dsdata.txt to determine how the superseded data were derived. PQ1287 PQ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3048194138(NAD 83) PQ1287_MARKER: DB = BENCH MARK DISK PQ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ1287_SP_SET: CONCRETE POST PQ1287_STAMPING: 1707 B 1962 PQ1287_MARK LOGO: MNHD PQ1287_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT PQ1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1287+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004 PQ1287 PQ1287 HISTORY - Date Condition Report By PQ1287 HISTORY - 1962 MONUMENTED MNHD PQ1287 HISTORY - 19810401 GOOD MNDT PQ1287 HISTORY - 20040628 GOOD MNDT PQ1287 PQ1287 STATION DESCRIPTION PQ1287 PQ1287'DESCRIBED BY MN DEPT OF TRANSP 1981 PQ1287'THE MARK IS LOCATED 1.9 MI (3.1 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM PQ1287'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71 PQ1287'MILEPOINT 50.2 NEAR THE SW CORNER OF SECTION 1, T108N, R36W. THE PQ1287'MARK IS 88.8 FT (27.1 M) WEST-NORTHWEST OF A R/W SIGN POST, 87.5 FT PQ1287'(26.7 M) SOUTH OF POWER POLE NUMBER 358-1 WITH A GUY WIRE, 72.6 FT PQ1287'(22.1 M) EAST OF AND 7 FT (2.1 M) LOWER THAN THE CENTERLINE OF PQ1287'HIGHWAY 71, 48.2 FT (14.7 M) SOUTH OF A R/W SIGN POST, 34 FT (10.4 M) PQ1287'NORTH OF THE CENTER OF THE TOWNSHIP ROAD AND 0.6 FT (0.2 M) WEST OF A PQ1287'STEEL WITNESS POST. THE MARK, A STANDARD MNHD BENCH MARK DISK PQ1287'STAMPED---1707 B 1962---, IS SET IN THE TOP OF A MAGNETIC CONCRETE PQ1287'POST THAT IS FLUSH WITH THE GROUND. PQ1287 PQ1287 STATION RECOVERY (2004) PQ1287 PQ1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PQ1287'1.9 MILES (3.1 KM) SOUTH OF JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY PQ1287'ROAD 15 IN SANBORN, AT TRUNK HIGHWAY 71 MILEPOINT 50.2, 72.6 FEET PQ1287'(22.1 M) EAST OF TRUNK HIGHWAY 71, 88.8 FEET (27.1 M) WEST-NORTHWEST PQ1287'OF RIGHT OF WAY POST, 87.5 FEET (26.7 M) SOUTH OF POWER POLE WITH GUY PQ1287'WIRE, 48.2 FEET (14.7 M) SOUTH OF RIGHT OF WA Y POST, 34 FEET (10.4 M) PQ1287'NORTH OF 210TH STREET, 0.6 FOOT (18.3 CM) WEST OF WITNESS POST. PQ1287'RECESSED 12 INCHES, MAGNETIC. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PQ1298 *********************************************************************** PQ1298 DESIGNATION - 1707 L PQ1298 PID - PQ1298 PQ1298 STATE/COUNTY- MN/COTTONWOOD PQ1298 USGS QUAD - SANBORN SE (1967) PQ1298 PQ1298 *CURRENT SURVEY CONTROL PQ1298 ___________________________________________________________________ PQ1298* NAD 83(1996)- 44 06 55.64763(N) 095 07 14.72395(W) ADJUSTED PQ1298* NAVD 88 - 381.565 (meters) 1251.85 (feet) ADJUSTED PQ1298 ___________________________________________________________________ PQ1298 X - -409,396.292 (meters) COMP PQ1298 Y - -4,568,502.825 (meters) COMP PQ1298 Z - 4,417,557.576 (meters) COMP PQ1298 LAPLACE CORR- -3.97 (seconds) DEFLEC99 PQ1298 ELLIP HEIGHT- 354.28 (meters) (05/30/05) GPS OBS PQ1298 GEOID HEIGHT- -27.29 (meters) GEOID03 PQ1298 DYNAMIC HT - 381.494 (meters) 1251.62 (feet) COMP PQ1298 MODELED GRAV- 980,423.3 (mgal) NAVD 88 PQ1298 PQ1298 HORZ ORDER - FIRST PQ1298 VERT ORDER - SECOND CLASS I PQ1298 ELLP ORDER - THIRD CLASS II PQ1298 PQ1298.The horizontal coordinates were established by GPS observations PQ1298.and adjusted by the MN DEPT OF TRANSP in May 2005. PQ1298 PQ1298.The orthometric height was determined by differential leveling PQ1298.and adjusted by the National Geodetic Survey in June 1995. PQ1298 PQ1298.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1298 PQ1298.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1298 PQ1298.The ellipsoidal height was determined by GPS observations PQ1298.and is referenced to NAD 83. PQ1298 PQ1298.The geoid height was determined by GEOID03. PQ1298 PQ1298.The dynamic height is computed by dividing the NAVD 88 PQ1298.geopotential number by the normal gravity value computed on the PQ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ1298.degrees latitude (g = 980.6199 gals.). PQ1298 PQ1298.The modeled gravity was interpolated from observed gravity values. PQ1298 PQ1298; North East Units Scale Factor Converg. PQ1298;SPC MN S - 224,555.302 710,290.658 MT 0.99994461 -0 47 08.1 PQ1298;UTM 15 - 4,886,883.352 330,299.035 MT 0.99995420 -1 28 35.8 PQ1298 PQ1298! - Elev Factor x Scale Factor = Combined Factor PQ1298!SPC MN S - 0.99994445 x 0.99994461 = 0.99988906 PQ1298!UTM 15 - 0.99994445 x 0.99995420 = 0.99989865 PQ1298 PQ1298 SUPERSEDED SURVEY CONTROL PQ1298 PQ1298 NAVD 88 (05/30/05) 381.56 (m) 1251.8 (f) LEVELING 3 PQ1298 PQ1298.Superseded values are not recommended for survey control. PQ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ1298.See file dsdata.txt to determine how the superseded data were derived. PQ1298 PQ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3029986883(NAD 83) PQ1298_MARKER: DB = BENCH MARK DISK PQ1298_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND PQ1298_SP_SET: CONCRETE POST PQ1298_STAMPING: 1707 L 1962 PQ1298_MARK LOGO: MNHD PQ1298_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT PQ1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PQ1298+STABILITY: SURFACE MOTION PQ1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1298+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004 PQ1298 PQ1298 HISTORY - Date Condition Report By PQ1298 HISTORY - 1962 MONUMENTED MNHD PQ1298 HISTORY - 19810401 GOOD MNDT PQ1298 HISTORY - 20040628 GOOD MNDT PQ1298 PQ1298 STATION DESCRIPTION PQ1298 PQ1298'DESCRIBED BY MN DEPT OF TRANSP 1981 PQ1298'THE MARK IS LOCATED 4.5 MI (7.2 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM PQ1298'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR PQ1298'HIGHWAY 71 MILEPOINT 45.7 NEAR THE E 1/4 CORNER OF SECTION 35, T108N, PQ1298'R36W. THE MARK IS 75.5 FT (23.0 M) WEST OF AND 2 FT (0.6 M) HIGHER PQ1298'THAN THE CENTERLINE OF HIGHWAY 71, 69 FT (21.0 M) NORTH OF A POWER PQ1298'POLE, 55.6 FT (16.9 M) NORTH OF A STEEL R/W SIGN POST AND 0.5 FT (0.2 PQ1298'M) EAST OF A STEEL WITNESS POST. THE MARK, A STANDARD MNHD BENCH PQ1298'MARK DISK STAMPED---1707 L 1962---, IS SET IN THE TOP OF A MAGNETIC PQ1298'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE GROUND. PQ1298 PQ1298 STATION RECOVERY (2004) PQ1298 PQ1298'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PQ1298'5.9 MILES (9.5 KM) NORTHEAST OF JEFFERS, 4.5 MILES (7.2 KM) NORTH OF PQ1298'THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 30, 75.5 FEET PQ1298'(23.0 M) WEST OF TRUNK HIGHWAY 71 AT MILEPOINT 45.7, 69 FEET (21.0 M) PQ1298'NORTH OF POWER POLE, 55.6 FEET NORTH OF RIGHT OF WAY POST, 1 FOOT (0.3 PQ1298'M) SOUTH OF WITNESS POST, PROJECTS 1 INCH, MAGNETIC. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3894 *********************************************************************** DH3894 DESIGNATION - AMO C DH3894 PID - DH3894 DH3894 STATE/COUNTY- MN/COTTONWOOD DH3894 USGS QUAD - HERON LAKE NE (1970) DH3894 DH3894 *CURRENT SURVEY CONTROL DH3894 ___________________________________________________________________ DH3894* NAD 83(1996)- 43 58 30.44153(N) 095 18 03.42083(W) ADJUSTED DH3894* NAVD 88 - 441.8 (meters) 1449. (feet) GPS OBS DH3894 ___________________________________________________________________ DH3894 X - -424,767.678 (meters) COMP DH3894 Y - -4,578,031.039 (meters) COMP DH3894 Z - 4,406,390.859 (meters) COMP DH3894 LAPLACE CORR- -3.15 (seconds) DEFLEC99 DH3894 ELLIP HEIGHT- 414.84 (meters) (05/30/05) GPS OBS DH3894 GEOID HEIGHT- -27.00 (meters) GEOID03 DH3894 DH3894 HORZ ORDER - FIRST DH3894 ELLP ORDER - THIRD CLASS II DH3894 DH3894.The horizontal coordinates were established by GPS observations DH3894.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3894 DH3894.The orthometric height was determined by GPS observations and a DH3894.high-resolution geoid model. DH3894 DH3894.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3894 DH3894.The Laplace correction was computed from DEFLEC99 derived deflections. DH3894 DH3894.The ellipsoidal height was determined by GPS observations DH3894.and is referenced to NAD 83. DH3894 DH3894.The geoid height was determined by GEOID03. DH3894 DH3894; North East Units Scale Factor Converg. DH3894;SPC MN S - 209,178.585 695,620.314 MT 0.99996396 -0 54 42.7 DH3894;UTM 15 - 4,871,683.588 315,444.446 MT 1.00001894 -1 35 53.2 DH3894 DH3894! - Elev Factor x Scale Factor = Combined Factor DH3894!SPC MN S - 0.99993496 x 0.99996396 = 0.99989892 DH3894!UTM 15 - 0.99993496 x 1.00001894 = 0.99995389 DH3894 DH3894 SUPERSEDED SURVEY CONTROL DH3894 DH3894.No superseded survey control is available for this station. DH3894 DH3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1544471684(NAD 83) DH3894_MARKER: DD = SURVEY DISK DH3894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3894_STAMPING: AMO C DH3894_MARK LOGO: MN-033 DH3894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3894+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3894 DH3894 HISTORY - Date Condition Report By DH3894 HISTORY - 2003 MONUMENTED MN-033 DH3894 DH3894 STATION DESCRIPTION DH3894 DH3894'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3894'5 MILES (8.0 KM) SOUTH OF STORDEN IN AMO TOWNSHIP, 4.0 MILES (6.4 KM) DH3894'SOUTH ALONG COUNTY STATE AID HIGHWAY 5 FROM THE JUCTION OF COUNTY DH3894'STATE AID HIGHWAY 5 AN D TRUNK HIGHWAY 30 IN STORDEN, THENCE 1.0 MILES DH3894'(1.6 KM) EAST ON 350TH STREET, THENCE 0.4 MILES (0.6 KM) SOUTH ON DH3894'390TH AVENUE, 28.2 FEET (8.6 M) EAST OF 390TH AVENUE , 13.0 FEET (4.0 DH3894'M) NORTH OF FIELD ENTRANCE, 1.0 FEET (0.3 M) WEST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3895 *********************************************************************** DH3895 DESIGNATION - AMO SE DH3895 PID - DH3895 DH3895 STATE/COUNTY- MN/COTTONWOOD DH3895 USGS QUAD - HARDER LAKE (1970) DH3895 DH3895 *CURRENT SURVEY CONTROL DH3895 ___________________________________________________________________ DH3895* NAD 83(1996)- 43 56 55.18763(N) 095 13 24.78008(W) ADJUSTED DH3895* NAVD 88 - 442.7 (meters) 1452. (feet) GPS OBS DH3895 ___________________________________________________________________ DH3895 X - -418,768.744 (meters) COMP DH3895 Y - -4,580,633.692 (meters) COMP DH3895 Z - 4,404,275.036 (meters) COMP DH3895 LAPLACE CORR- -3.47 (seconds) DEFLEC99 DH3895 ELLIP HEIGHT- 415.55 (meters) (05/30/05) GPS OBS DH3895 GEOID HEIGHT- -27.11 (meters) GEOID03 DH3895 DH3895 HORZ ORDER - FIRST DH3895 ELLP ORDER - THIRD CLASS II DH3895 DH3895.The horizontal coordinates were established by GPS observations DH3895.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3895 DH3895.The orthometric height was determined by GPS observations and a DH3895.high-resolution geoid model. DH3895 DH3895.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3895 DH3895.The Laplace correction was computed from DEFLEC99 derived deflections. DH3895 DH3895.The ellipsoidal height was determined by GPS observations DH3895.and is referenced to NAD 83. DH3895 DH3895.The geoid height was determined by GEOID03. DH3895 DH3895; North East Units Scale Factor Converg. DH3895;SPC MN S - 206,143.174 701,785.916 MT 0.99996828 -0 51 27.4 DH3895;UTM 15 - 4,868,574.445 321,573.499 MT 0.99999157 -1 32 36.9 DH3895 DH3895! - Elev Factor x Scale Factor = Combined Factor DH3895!SPC MN S - 0.99993484 x 0.99996828 = 0.99990313 DH3895!UTM 15 - 0.99993484 x 0.99999157 = 0.99992641 DH3895 DH3895 SUPERSEDED SURVEY CONTROL DH3895 DH3895.No superseded survey control is available for this station. DH3895 DH3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2157368574(NAD 83) DH3895_MARKER: DD = SURVEY DISK DH3895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3895_STAMPING: AMO SE DH3895_MARK LOGO: MN-033 DH3895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3895+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3895 DH3895 HISTORY - Date Condition Report By DH3895 HISTORY - 2003 MONUMENTED MN-033 DH3895 DH3895 STATION DESCRIPTION DH3895 DH3895'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3895'6.0 MILES (9.7 KM) NORTHWEST OF WINDOM IN AMO TOWNSHIP, 8.0 MILES DH3895'(12.9 KM) NORTHWEST ALO NG COUNTY STATE AID HIGHWAY 13 FROM THE DH3895'JUNCTION OF TRUNK HIGHWAY 60 A ND COUNTY STATE AID HIGHWAY 13 IN DH3895'WINDOM, THEN 0.5 MILES (0.8 KM) WEST ON COUNT Y STATE AID HIGHWAY 13 DH3895'FROM THE JUNCTION OF COUNTY STATE AID HIGHWAY 1 3 AND COUNTY STATE AID DH3895'HIGHWAY 22, 47.5 FEET (14.5 M) SOUTH OF COUNTY STATE AID HIGHWAY 13, DH3895'19.4 FEET (5.9 M) EAST OF FIELD ENTRANCE, 1.0 FEET (0.3 M) NORTH OF DH3895'WITNE SS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3896 *********************************************************************** DH3896 DESIGNATION - ANN C DH3896 PID - DH3896 DH3896 STATE/COUNTY- MN/COTTONWOOD DH3896 USGS QUAD - WALNUT GROVE (1967) DH3896 DH3896 *CURRENT SURVEY CONTROL DH3896 ___________________________________________________________________ DH3896* NAD 83(1996)- 44 09 07.91392(N) 095 23 32.64971(W) ADJUSTED DH3896* NAVD 88 - 392.9 (meters) 1289. (feet) GPS OBS DH3896 ___________________________________________________________________ DH3896 X - -430,785.037 (meters) COMP DH3896 Y - -4,563,688.461 (meters) COMP DH3896 Z - 4,420,495.849 (meters) COMP DH3896 LAPLACE CORR- -2.75 (seconds) DEFLEC99 DH3896 ELLIP HEIGHT- 365.89 (meters) (05/30/05) GPS OBS DH3896 GEOID HEIGHT- -26.97 (meters) GEOID03 DH3896 DH3896 HORZ ORDER - FIRST DH3896 ELLP ORDER - THIRD CLASS II DH3896 DH3896.The horizontal coordinates were established by GPS observations DH3896.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3896 DH3896.The orthometric height was determined by GPS observations and a DH3896.high-resolution geoid model. DH3896 DH3896.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3896 DH3896.The Laplace correction was computed from DEFLEC99 derived deflections. DH3896 DH3896.The ellipsoidal height was determined by GPS observations DH3896.and is referenced to NAD 83. DH3896 DH3896.The geoid height was determined by GEOID03. DH3896 DH3896; North East Units Scale Factor Converg. DH3896;SPC MN S - 228,971.152 688,618.575 MT 0.99994052 -0 58 33.5 DH3896;UTM 15 - 4,891,560.521 308,680.513 MT 1.00005019 -1 40 01.1 DH3896 DH3896! - Elev Factor x Scale Factor = Combined Factor DH3896!SPC MN S - 0.99994263 x 0.99994052 = 0.99988315 DH3896!UTM 15 - 0.99994263 x 1.00005019 = 0.99999282 DH3896 DH3896 SUPERSEDED SURVEY CONTROL DH3896 DH3896.No superseded survey control is available for this station. DH3896 DH3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0868191561(NAD 83) DH3896_MARKER: DD = SURVEY DISK DH3896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3896_STAMPING: ANN C DH3896_MARK LOGO: MN-033 DH3896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3896+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3896 DH3896 HISTORY - Date Condition Report By DH3896 HISTORY - 2003 MONUMENTED MN-033 DH3896 DH3896 STATION DESCRIPTION DH3896 DH3896'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3896'10 MILES (16.1 KM) NORTH-NORTHEAST OF WESTBROOK, IN ANN TOWNSHIP, 8.0 DH3896'MILES (12.9 KM) NORT H ALONG COUNTY ROAD 6 FROM THE JUNCTION OF TRUNK DH3896'HIGHWAY 30 AND COUNTY ROAD 6 2.5 MILES (4.0 KM) EAST OF WESTBROOK, DH3896'THEN 0.5 MILES (0.8 KM) WEST ON COUNTY ROA D 11, 41.0 FEET (12.5 M) DH3896'NORTH OF COUNTY ROAD 11, ON NORTH-SOUTH FENCELINE, 1.3 FEET (0.4 M) DH3896'SOUTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OP0710 *********************************************************************** OP0710 DESIGNATION - BINGHAM LAKE AZ MK OP0710 PID - OP0710 OP0710 STATE/COUNTY- MN/COTTONWOOD OP0710 USGS QUAD - BINGHAM LAKE (1970) OP0710 OP0710 *CURRENT SURVEY CONTROL OP0710 ___________________________________________________________________ OP0710* NAD 83(1996)- 43 53 30.10567(N) 095 02 20.35288(W) ADJUSTED OP0710* NAVD 88 - 432.5 (meters) 1419. (feet) GPS OBS OP0710 ___________________________________________________________________ OP0710 X - -404,396.312 (meters) COMP OP0710 Y - -4,586,325.314 (meters) COMP OP0710 Z - 4,399,708.206 (meters) COMP OP0710 LAPLACE CORR- -3.13 (seconds) DEFLEC99 OP0710 ELLIP HEIGHT- 405.12 (meters) (05/30/05) GPS OBS OP0710 GEOID HEIGHT- -27.35 (meters) GEOID03 OP0710 OP0710 HORZ ORDER - FIRST OP0710 ELLP ORDER - THIRD CLASS II OP0710 OP0710.The horizontal coordinates were established by GPS observations OP0710.and adjusted by the MN DEPT OF TRANSP in May 2005. OP0710 OP0710.The orthometric height was determined by GPS observations and a OP0710.high-resolution geoid model. OP0710 OP0710.The X, Y, and Z were computed from the position and the ellipsoidal ht. OP0710 OP0710.The Laplace correction was computed from DEFLEC99 derived deflections. OP0710 OP0710.The ellipsoidal height was determined by GPS observations OP0710.and is referenced to NAD 83. OP0710 OP0710.The geoid height was determined by GEOID03. OP0710 OP0710; North East Units Scale Factor Converg. OP0710;SPC MN S - 199,609.160 716,519.438 MT 0.99997828 -0 43 41.7 OP0710;UTM 15 - 4,861,864.637 336,227.570 MT 0.99992990 -1 24 50.2 OP0710 OP0710! - Elev Factor x Scale Factor = Combined Factor OP0710!SPC MN S - 0.99993648 x 0.99997828 = 0.99991476 OP0710!UTM 15 - 0.99993648 x 0.99992990 = 0.99986638 OP0710 OP0710 SUPERSEDED SURVEY CONTROL OP0710 OP0710 NAD 83(1996)- 43 53 30.10687(N) 095 02 20.35128(W) AD( ) 2 OP0710 NAD 83(1986)- 43 53 30.10174(N) 095 02 20.34089(W) AD( ) 2 OP0710 NAD 27 - 43 53 30.25580(N) 095 02 19.37980(W) AD( ) 2 OP0710 NGVD 29 (07/19/86) 432. (m) 1417. (f) VERT ANG OP0710 OP0710.Superseded values are not recommended for survey control. OP0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OP0710.See file dsdata.txt to determine how the superseded data were derived. OP0710 OP0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3622861865(NAD 83) OP0710_MARKER: DZ = AZIMUTH MARK DISK OP0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT OP0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT OP0710_STAMPING: BINGHAM LAKE 1972 OP0710_MARK LOGO: MNDT OP0710_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT OP0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL OP0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OP0710+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004 OP0710 OP0710 HISTORY - Date Condition Report By OP0710 HISTORY - 1972 MONUMENTED MNDT OP0710 HISTORY - 1972 GOOD MNDT OP0710 HISTORY - 20040623 GOOD MNDT OP0710 OP0710 STATION DESCRIPTION OP0710 OP0710'DESCRIBED BY MN DEPT OF TRANSP 1972 OP0710'TO REACH THE STATION FROM THE JUNCTION OF TH 60 AND COUNTY ROAD 2 OP0710'ON THE EAST EDGE OF BINGHAM LAKE, GO SOUTH ON COUNTY ROAD 2 FOR 1.25 OP0710'MILES TO GRAVEL TOWNSHIP ROAD RIGHT (AZIMUTH MARK ON RIGHT). OP0710' OP0710'A STANDARD MHD AZIMUTH MARK DISK STAMPED BINGHAM OP0710'LAKE 1972, IS SET IN A 12 INCH SQUARE CONCRETE MONUMENT THAT OP0710'PROJECTS 0.2 FT. ABOVE THE SURFACE OF THE GROUND. THE MARK IS OP0710'33.0 FT. NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 4.4 OP0710'FT. SOUTHWEST OF A FENCE CORNER, 4.6 FT. WEST OF A POWERPOLE, OP0710'52.5 FT. WEST OF THE CENTERLINE OF THE BITUMINOUS COUNTY ROAD AND OP0710'3.4 FT. SOUTHWEST OF A STEEL WITNESS POST. OP0710 OP0710 STATION RECOVERY (1972) OP0710 OP0710'RECOVERY NOTE BY MN DEPT OF TRANSP 1972 (DKH) OP0710'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF BINGHAM LAKE, OP0710'IN THE SE 1/4 OF SECTION 16, T105N, R35W, IN THE NORTHWEST QUADRANT OF OP0710'THE INTERSECTION OF COUNTY ROAD 2 AND AN EAST - WEST GRAVEL ROAD. OP0710' OP0710'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY OP0710'ROAD 2 ON THE EAST EDGE OF BINGHAM LAKE, GO SOUTH ON COUNTY ROAD 2 FOR OP0710'1.25 MILES TO A GRAVEL CROSSROAD AND THE STATION ON THE RIGHT. OP0710' OP0710'THE STATION MARK, A STANDARD MNDT AZIMUTH MARK DISK OP0710'STAMPED---BINGHAM LAKE 1972---, IS SET IN THE TOP OF A 12 INCH SQUARE OP0710'CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE OP0710'GROUND. THE MARK IS 33 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, OP0710'52.5 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 2, 4.4 FEET SOUTHWEST OP0710'OF A FENCE CORNER, 4.6 FEET WEST OF A POWER POLE, AND 3.4 FEET OP0710'SOUTHWEST OF A STEEL WITNESS POST. OP0710 OP0710 STATION RECOVERY (2004) OP0710 OP0710'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OP0710'1.0 MILES (1.6 KM) SOUTH OF BINGHAM LAKE, 1.25 MILES (2.01 KM) SOUTH OP0710'ALONG COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND 410TH OP0710'STREET, 33.2 FEET (10.1 M) NORTH O F 410TH STREET, 52.5 FEET (16.0 M) OP0710'WEST OF COUNTY ROAD 2, 1.0 FEET (0.3 M) NORTHEAST OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3897 *********************************************************************** DH3897 DESIGNATION - BROMMER DH3897 PID - DH3897 DH3897 STATE/COUNTY- MN/COTTONWOOD DH3897 USGS QUAD - HERON LAKE (1970) DH3897 DH3897 *CURRENT SURVEY CONTROL DH3897 ___________________________________________________________________ DH3897* NAD 83(1996)- 43 51 44.23247(N) 095 20 23.14928(W) ADJUSTED DH3897* NAVD 88 - 429.2 (meters) 1408. (feet) GPS OBS DH3897 ___________________________________________________________________ DH3897 X - -428,677.340 (meters) COMP DH3897 Y - -4,586,392.317 (meters) COMP DH3897 Z - 4,397,350.625 (meters) COMP DH3897 LAPLACE CORR- -2.32 (seconds) DEFLEC99 DH3897 ELLIP HEIGHT- 402.22 (meters) (05/30/05) GPS OBS DH3897 GEOID HEIGHT- -27.01 (meters) GEOID03 DH3897 DH3897 HORZ ORDER - FIRST DH3897 ELLP ORDER - THIRD CLASS II DH3897 DH3897.The horizontal coordinates were established by GPS observations DH3897.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3897 DH3897.The orthometric height was determined by GPS observations and a DH3897.high-resolution geoid model. DH3897 DH3897.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3897 DH3897.The Laplace correction was computed from DEFLEC99 derived deflections. DH3897 DH3897.The ellipsoidal height was determined by GPS observations DH3897.and is referenced to NAD 83. DH3897 DH3897.The geoid height was determined by GEOID03. DH3897 DH3897; North East Units Scale Factor Converg. DH3897;SPC MN S - 196,693.636 692,300.981 MT 0.99998383 -0 56 20.7 DH3897;UTM 15 - 4,859,238.520 311,976.021 MT 1.00003484 -1 37 18.3 DH3897 DH3897! - Elev Factor x Scale Factor = Combined Factor DH3897!SPC MN S - 0.99993693 x 0.99998383 = 0.99992076 DH3897!UTM 15 - 0.99993693 x 1.00003484 = 0.99997177 DH3897 DH3897 SUPERSEDED SURVEY CONTROL DH3897 DH3897.No superseded survey control is available for this station. DH3897 DH3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1197659239(NAD 83) DH3897_MARKER: DD = SURVEY DISK DH3897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH3897_STAMPING: BROMMER 2003 DH3897_MARK LOGO: MNDT DH3897_PROJECTION: RECESSED 8 CENTIMETERS DH3897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3897+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3897_ROD/PIPE-DEPTH: 9.1 meters DH3897 DH3897 HISTORY - Date Condition Report By DH3897 HISTORY - 2003 MONUMENTED MNDT DH3897 DH3897 STATION DESCRIPTION DH3897 DH3897'DESCRIBED BY MN DEPT OF TRANSP 2003 DH3897'11.35 MILES (18.27 KM) WEST OF WINDOM, 11.35 MILES (18.27 KM) WEST DH3897'ALONG TRUNK HIGHWAY 62 FR OM THE JUNCTION OF TRUNK HIGHWAY 62 AND DH3897'TRUNK HIGHWAY 71 IN WINDOM, AT TRUNK HIGHWAY 62 MILEPOINT 12.8, 0.2 DH3897'MILES (0.3 KM) EAST OF 370TH AVENUE, 60.1 FEET (18.3 M) SOUTH OF TRUNK DH3897'HIGHWAY 62, 134.3 FEET (40.9 M) SOUTH OF POWER POLE, 10.0 FEET (3.0 M) DH3897'NORTHEAST OF UNDERGROUND CABLE MARKER, 1.0 FEET (0.3 M) NORTH OF DH3897'WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3898 *********************************************************************** DH3898 DESIGNATION - CARSON C DH3898 PID - DH3898 DH3898 STATE/COUNTY- MN/COTTONWOOD DH3898 USGS QUAD - BINGHAM LAKE (1970) DH3898 DH3898 *CURRENT SURVEY CONTROL DH3898 ___________________________________________________________________ DH3898* NAD 83(1996)- 43 58 39.82348(N) 095 02 39.12173(W) ADJUSTED DH3898* NAVD 88 - 423.3 (meters) 1389. (feet) GPS OBS DH3898 ___________________________________________________________________ DH3898 X - -404,229.865 (meters) COMP DH3898 Y - -4,579,674.702 (meters) COMP DH3898 Z - 4,406,586.171 (meters) COMP DH3898 LAPLACE CORR- -3.47 (seconds) DEFLEC99 DH3898 ELLIP HEIGHT- 396.00 (meters) (05/30/05) GPS OBS DH3898 GEOID HEIGHT- -27.36 (meters) GEOID03 DH3898 DH3898 HORZ ORDER - FIRST DH3898 ELLP ORDER - THIRD CLASS II DH3898 DH3898.The horizontal coordinates were established by GPS observations DH3898.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3898 DH3898.The orthometric height was determined by GPS observations and a DH3898.high-resolution geoid model. DH3898 DH3898.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3898 DH3898.The Laplace correction was computed from DEFLEC99 derived deflections. DH3898 DH3898.The ellipsoidal height was determined by GPS observations DH3898.and is referenced to NAD 83. DH3898 DH3898.The geoid height was determined by GEOID03. DH3898 DH3898; North East Units Scale Factor Converg. DH3898;SPC MN S - 209,172.617 716,222.665 MT 0.99996355 -0 43 54.9 DH3898;UTM 15 - 4,871,430.578 336,045.453 MT 0.99993062 -1 25 11.2 DH3898 DH3898! - Elev Factor x Scale Factor = Combined Factor DH3898!SPC MN S - 0.99993791 x 0.99996355 = 0.99990146 DH3898!UTM 15 - 0.99993791 x 0.99993062 = 0.99986853 DH3898 DH3898 SUPERSEDED SURVEY CONTROL DH3898 DH3898.No superseded survey control is available for this station. DH3898 DH3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3604571431(NAD 83) DH3898_MARKER: DD = SURVEY DISK DH3898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3898_STAMPING: CARSON C DH3898_MARK LOGO: MN-033 DH3898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3898+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3898 DH3898 HISTORY - Date Condition Report By DH3898 HISTORY - 2003 MONUMENTED MN-033 DH3898 DH3898 STATION DESCRIPTION DH3898 DH3898'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3898'5.0 MILES (8.0 KM) NORTH OF BINGHAM LAKE, IN CARSON TOWNSHIP, 2.0 DH3898'MILES (3.2 KM) NORTH A LONG COUNTY ROAD 44 FROM THE JUNCTION OF COUNTY DH3898'ROAD 44 AND TRUNK HIGH WAY 60 IN BINGHAM LAKE, THEN 2.8 MILES (4.5 KM) DH3898'NORTH ON 520TH AVENUE, THEN 0.2 2 MILES (3.2 KM) WEST ON 350TH STREET, DH3898'42.5 FEET (13.0 M) SOUTH OF 350TH STREET, 23.0 FE ET WEST OF FIELD DH3898'ENTRANCE, ON OLD FENCELINE, 2.0 FEET (0.6 M) NORTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF6914 *********************************************************************** DF6914 DESIGNATION - CHRISTIANIA NE DF6914 PID - DF6914 DF6914 STATE/COUNTY- MN/COTTONWOOD DF6914 USGS QUAD - BERGEN (1970) DF6914 DF6914 *CURRENT SURVEY CONTROL DF6914 ___________________________________________________________________ DF6914* NAD 83(1996)- 43 50 52.63317(N) 094 59 42.12718(W) ADJUSTED DF6914* NAVD 88 - 421.9 (meters) 1384. (feet) GPS OBS DF6914 ___________________________________________________________________ DF6914 X - -401,170.647 (meters) COMP DF6914 Y - -4,589,982.210 (meters) COMP DF6914 Z - 4,396,196.843 (meters) COMP DF6914 LAPLACE CORR- -3.18 (seconds) DEFLEC99 DF6914 ELLIP HEIGHT- 394.52 (meters) (08/07/03) GPS OBS DF6914 GEOID HEIGHT- -27.40 (meters) GEOID03 DF6914 DF6914 HORZ ORDER - FIRST DF6914 ELLP ORDER - THIRD CLASS I DF6914 DF6914.The horizontal coordinates were established by GPS observations DF6914.and adjusted by the MN DEPT OF TRANSP in August 2003. DF6914 DF6914.The orthometric height was determined by GPS observations and a DF6914.high-resolution geoid model. DF6914 DF6914.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6914 DF6914.The Laplace correction was computed from DEFLEC99 derived deflections. DF6914 DF6914.The ellipsoidal height was determined by GPS observations DF6914.and is referenced to NAD 83. DF6914 DF6914.The geoid height was determined by GEOID03. DF6914 DF6914; North East Units Scale Factor Converg. DF6914;SPC MN S - 194,705.468 719,991.524 MT 0.99998662 -0 41 50.8 DF6914;UTM 15 - 4,856,920.063 339,640.555 MT 0.99991629 -1 22 56.5 DF6914 DF6914! - Elev Factor x Scale Factor = Combined Factor DF6914!SPC MN S - 0.99993814 x 0.99998662 = 0.99992476 DF6914!UTM 15 - 0.99993814 x 0.99991629 = 0.99985444 DF6914 DF6914 SUPERSEDED SURVEY CONTROL DF6914 DF6914.No superseded survey control is available for this station. DF6914 DF6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3964156920(NAD 83) DF6914_MARKER: DD = SURVEY DISK DF6914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6914_STAMPING: CHRISTIANIA NE 2001 DF6914_MARK LOGO: MN-063 DF6914_PROJECTION: RECESSED 3 CENTIMETERS DF6914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6914+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004 DF6914_ROD/PIPE-DEPTH: 5.8 meters DF6914 DF6914 HISTORY - Date Condition Report By DF6914 HISTORY - 2001 MONUMENTED MN-063 DF6914 HISTORY - 20040623 GOOD MNDT DF6914 DF6914 STATION DESCRIPTION DF6914 DF6914'DESCRIBED BY JACKSON COUNTY MINNESOTA 2001 (DKH) DF6914'4 MI (6.4 KM) NE OF BERGEN, AT JCT OF CO RD 21 AND CO RD 36, 46 FT DF6914'(14.0 M) NORTH OF CO RD 36, 12FT EAST OF FIELD ENT, 3 FT (0.9 M) SE OF DF6914'SIGN, 1.4 FT (0.4 M) SOUTH OF WIT P OST. DF6914 DF6914 STATION RECOVERY (2004) DF6914 DF6914'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) DF6914'5.5 MILES (8.9 KM) SOUTHEAST OF WINDOM, 2.0 MILES (3.2 KM) SOUTH ALONG DF6914'TRUNK HIGHWAY 71 FROM JUNCTION TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 60 DF6914'IN WINDOM, AT TRUN K HIGHWAY 71 MILEPOINT 24.9, THEN 4.0 MILES (6.4 DF6914'KM) EAST ALONG COUNTY ROAD 36 TO JUNCTION OF COUNTY ROAD 36 AND 21, DF6914'THEN 1.0 MILES (1.6 KM) NORTH ALONG COUNT Y ROAD 21, AT JUNCTION OF DF6914'COUNTY ROAD 17 AND COUNTY ROAD 21, 10 FEET (3.0 M) E AST OF COUNTY DF6914'ROAD 21, 46 FEET (14.0 M) NORTH OF COUNTY ROAD 17, 12 FEET (3.7 M) DF6914'EAST O F FIELD ENTRANCE, 3 FEET (0.9 M) SOUTHEAST OF SIGN, 1.4 FEET DF6914'(0.4 M) SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3899 *********************************************************************** DH3899 DESIGNATION - DALE C DH3899 PID - DH3899 DH3899 STATE/COUNTY- MN/COTTONWOOD DH3899 USGS QUAD - HARDER LAKE (1970) DH3899 DH3899 *CURRENT SURVEY CONTROL DH3899 ___________________________________________________________________ DH3899* NAD 83(1996)- 43 59 07.48011(N) 095 09 35.88574(W) ADJUSTED DH3899* NAVD 88 - 443.9 (meters) 1456. (feet) GPS OBS DH3899 ___________________________________________________________________ DH3899 X - -413,430.425 (meters) COMP DH3899 Y - -4,578,273.050 (meters) COMP DH3899 Z - 4,407,214.829 (meters) COMP DH3899 LAPLACE CORR- -3.90 (seconds) DEFLEC99 DH3899 ELLIP HEIGHT- 416.73 (meters) (05/30/05) GPS OBS DH3899 GEOID HEIGHT- -27.19 (meters) GEOID03 DH3899 DH3899 HORZ ORDER - FIRST DH3899 ELLP ORDER - THIRD CLASS II DH3899 DH3899.The horizontal coordinates were established by GPS observations DH3899.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3899 DH3899.The orthometric height was determined by GPS observations and a DH3899.high-resolution geoid model. DH3899 DH3899.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3899 DH3899.The Laplace correction was computed from DEFLEC99 derived deflections. DH3899 DH3899.The ellipsoidal height was determined by GPS observations DH3899.and is referenced to NAD 83. DH3899 DH3899.The geoid height was determined by GEOID03. DH3899 DH3899; North East Units Scale Factor Converg. DH3899;SPC MN S - 210,151.331 706,947.195 MT 0.99996234 -0 48 47.0 DH3899;UTM 15 - 4,872,520.519 326,782.520 MT 0.99996904 -1 30 01.5 DH3899 DH3899! - Elev Factor x Scale Factor = Combined Factor DH3899!SPC MN S - 0.99993466 x 0.99996234 = 0.99989700 DH3899!UTM 15 - 0.99993466 x 0.99996904 = 0.99990370 DH3899 DH3899 SUPERSEDED SURVEY CONTROL DH3899 DH3899.No superseded survey control is available for this station. DH3899 DH3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2678372521(NAD 83) DH3899_MARKER: DD = SURVEY DISK DH3899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3899_STAMPING: DALE C DH3899_MARK LOGO: MN-033 DH3899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3899+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3899 DH3899 HISTORY - Date Condition Report By DH3899 HISTORY - 2003 MONUMENTED MN-033 DH3899 DH3899 STATION DESCRIPTION DH3899 DH3899'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3899'10 MILES (16.1 KM) NORTH-NORTHWEST OF WINDOM, IN DALE TOWNSHIP, 7.0 DH3899'MILES (11.3 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF DH3899'TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 71 IN WINDOM, THENCE 2.5 MILES (4.0 DH3899'KM) NORTHWEST ON COUNTY STATE AID HIGHWAY 3. THE MARK IS IN THE DH3899'NORTHEAST QUADRANT OF THE INTERSECTION O F COUNTY ROAD 3 AND 460TH DH3899'AVENUE, 48.0 FEET (14.6 M) NORTH OF COUNTY ROAD 3, 38 .7 FEET (21.3 DH3899'CM) EAST OF 460TH AVENUE, 1.0 FEET (0.3 M) SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PQ0980 *********************************************************************** PQ0980 CBN - This is a Cooperative Base Network Control Station. PQ0980 DESIGNATION - DELFT PQ0980 PID - PQ0980 PQ0980 STATE/COUNTY- MN/COTTONWOOD PQ0980 USGS QUAD - SANBORN SE (1967) PQ0980 PQ0980 *CURRENT SURVEY CONTROL PQ0980 ___________________________________________________________________ PQ0980* NAD 83(1996)- 44 01 30.49084(N) 095 07 10.90825(W) ADJUSTED PQ0980* NAVD 88 - 447.130 (meters) 1466.96 (feet) ADJUSTED PQ0980 ___________________________________________________________________ PQ0980 X - -409,938.931 (meters) COMP PQ0980 Y - -4,575,510.318 (meters) COMP PQ0980 Z - 4,410,392.088 (meters) COMP PQ0980 LAPLACE CORR- -3.72 (seconds) DEFLEC99 PQ0980 ELLIP HEIGHT- 419.89 (meters) (01/15/97) GPS OBS PQ0980 GEOID HEIGHT- -27.24 (meters) GEOID03 PQ0980 DYNAMIC HT - 447.039 (meters) 1466.66 (feet) COMP PQ0980 MODELED GRAV- 980,403.0 (mgal) NAVD 88 PQ0980 PQ0980 HORZ ORDER - B PQ0980 VERT ORDER - SECOND CLASS I PQ0980 ELLP ORDER - FOURTH CLASS I PQ0980 PQ0980.The horizontal coordinates were established by GPS observations PQ0980.and adjusted by the National Geodetic Survey in January 1997. PQ0980 PQ0980.The orthometric height was determined by differential leveling PQ0980.and adjusted by the National Geodetic Survey in June 1995. PQ0980 PQ0980.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ0980 PQ0980.The Laplace correction was computed from DEFLEC99 derived deflections. PQ0980 PQ0980.The ellipsoidal height was determined by GPS observations PQ0980.and is referenced to NAD 83. PQ0980 PQ0980.The geoid height was determined by GEOID03. PQ0980 PQ0980.The dynamic height is computed by dividing the NAVD 88 PQ0980.geopotential number by the normal gravity value computed on the PQ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ0980.degrees latitude (g = 980.6199 gals.). PQ0980 PQ0980.The modeled gravity was interpolated from observed gravity values. PQ0980 PQ0980; North East Units Scale Factor Converg. PQ0980;SPC MN S - 214,519.650 710,238.033 MT 0.99995639 -0 47 05.4 PQ0980;UTM 15 - 4,876,849.019 330,125.584 MT 0.99995493 -1 28 24.5 PQ0980 PQ0980! - Elev Factor x Scale Factor = Combined Factor PQ0980!SPC MN S - 0.99993416 x 0.99995639 = 0.99989056 PQ0980!UTM 15 - 0.99993416 x 0.99995493 = 0.99988910 PQ0980 PQ0980: Primary Azimuth Mark Grid Az PQ0980:SPC MN S - JEFFERS MUNICIPAL TANK 303 48 29.7 PQ0980:UTM 15 - JEFFERS MUNICIPAL TANK 304 29 48.8 PQ0980 PQ0980|---------------------------------------------------------------------| PQ0980| PID Reference Object Distance Geod. Az | PQ0980| dddmmss.s | PQ0980| PQ1316 DELFT RM 1 10.572 METERS 00005 | PQ0980| OP0723 WINDOM MN STATE PATROL RAD TWR APPROX.19.7 KM 1803226.2 | PQ0980| OP0722 WINDOM TV TOWER APPROX.19.6 KM 1803837.5 | PQ0980| PQ1317 DELFT RM 2 11.732 METERS 18141 | PQ0980| PQ0981 JEFFERS MUNICIPAL TANK APPROX. 7.1 KM 3030124.3 | PQ0980|---------------------------------------------------------------------| PQ0980 PQ0980 SUPERSEDED SURVEY CONTROL PQ0980 PQ0980 NAD 83(1986)- 44 01 30.48601(N) 095 07 10.89679(W) AD( ) 2 PQ0980 NAD 27 - 44 01 30.64256(N) 095 07 09.93388(W) AD( ) 2 PQ0980 NAVD 88 (01/15/97) 447.13 (m) 1467.0 (f) LEVELING 3 PQ0980 NGVD 29 (02/12/91) 447.0 (m) 1467. (f) GPS OBS PQ0980 PQ0980.Superseded values are not recommended for survey control. PQ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ0980.See file dsdata.txt to determine how the superseded data were derived. PQ0980 PQ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3012676849(NAD 83) PQ0980_MARKER: DH = HORIZONTAL CONTROL DISK PQ0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ0980_SP_SET: CONCRETE POST PQ0980_STAMPING: DELFT 1980 PQ0980_MARK LOGO: MNDT PQ0980_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT PQ0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PQ0980+STABILITY: SURFACE MOTION PQ0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ0980+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004 PQ0980 PQ0980 HISTORY - Date Condition Report By PQ0980 HISTORY - 1980 MONUMENTED MNDT PQ0980 HISTORY - 1980 GOOD MNDT PQ0980 HISTORY - 19900710 GOOD NGS PQ0980 HISTORY - 19940607 GOOD MNDT PQ0980 HISTORY - 20040628 GOOD MNDT PQ0980 PQ0980 STATION DESCRIPTION PQ0980 PQ0980'DESCRIBED BY MN DEPT OF TRANSP 1980 (DKH) PQ0980'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE TOWN OF JEFFERS, PQ0980'IN THE SW 1/4 OF SECTION 36, T107N, R36W, ON THE EAST RIGHT-OF-WAY OF PQ0980'TRUNK HIGHWAY 71 AT MILEPOINT 39.45. PQ0980' PQ0980'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK PQ0980'HIGHWAY 71, 3.5 MILES EAST OF JEFFERS, GO SOUTH ON TRUNK HIGHWAY 71 PQ0980'FOR 1.7 MILES TO THE STATION ON THE LEFT. PQ0980' PQ0980'THE STATION MARKS ARE STANDARD MNDT HORIZONTAL CONTROL MONUMENT DISKS PQ0980'STAMPED---DELFT 1980---. THE SURFACE STATION DISK IS SET IN THE TOP PQ0980'OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF PQ0980'THE GROUND. THE MARK IS 67.6 FEET EAST OF THE CENTERLINE OF TRUNK PQ0980'HIGHWAY 71, 138 FEET EAST-NORTHEAST OF A POWER POLE, AND 3.2 FEET WEST PQ0980'OF A STEEL WITNESS POST. THE UNDERGROUND STATION DISK IS SET IN AN PQ0980'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW THE SURFACE OF THE GROUND. PQ0980' PQ0980'REFERENCE MARK NUMBER 1, A STANDARD MNDT REFERENCE MARK DISK PQ0980'STAMPED---DELFT NO 1 1980---, IS SET IN THE TOP OF A 12 INCH ROUND PQ0980'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PQ0980'MARK IS 68.2 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 71, 145 FEET PQ0980'EAST-NORTHEAST OF A POWER POLE, AND 34.6 FEET NORTH-NORTHWEST OF A PQ0980'STEEL WITNESS POST. PQ0980' PQ0980'REFERENCE MARK NUMBER 2, A STANDARD MNDT REFERENCE MARK DISK PQ0980'STAMPED---DELFT NO 2 1980---, IS SET IN THE TOP OF A 12 INCH ROUND PQ0980'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PQ0980'MARK IS 66.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 71, 139 FEET PQ0980'EAST-SOUTHEAST OF A POWER POLE, AND 38.9 FEET SOUTH-SOUTHWEST OF A PQ0980'STEEL WITNESS POST. PQ0980' PQ0980'A STEEL ROD SET IN THE CONCRETE MONUMENTS MAKE ALL OF THE MARKS PQ0980'MAGNETIC. PQ0980 PQ0980 STATION RECOVERY (1980) PQ0980 PQ0980'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 PQ0980'RECOVERED IN GOOD CONDITION. PQ0980 PQ0980 STATION RECOVERY (1990) PQ0980 PQ0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 PQ0980'STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF WINDOM, 33.9 KM PQ0980'(21.1 MI) SOUTH-SOUTHWEST OF SPRINGFIELD, 2.9 KM (1.8 MI) SOUTH OF PQ0980'STATE ROUTE 30, ON THE EAST R-O-W OF U.S.HIGHWAY 71. OWNERSHIP-MNDT PQ0980'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 71 AND PQ0980'U.S.HIGHWAY 14 AT THE WEST SIDE OF SPRINGFIELD, GO SOUTH ALONG PQ0980'U.S.HIGHWAY 71 FOR 24.8 KM (15.4 MI) TO THE STATION ON THE LEFT. PQ0980'ALSO, 16.1 KM (10.0 MI) NORTH OF THE JUNCTION OF STATE ROUTE 60 AND PQ0980'U.S.HIGHWAY 71 AT WINDOM, 9.6 KM (6.0 MI) SOUTH OF COUNTY ROAD 10 PQ0980'EAST, IN THE EAST R-O-W OF U.S.HIGHWAY 71. PQ0980'STATION MARK IS A MNDT HORIZONTAL DISK STAMPED---DELFT 1989---, SET IN PQ0980'THE TOP OF A 35-CM ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE. PQ0980'IT IS 20.5 M (67.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.2 M PQ0980'(3.9 FT) WEST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE PQ0980'HIGHWAY. PQ0980'DESCRIBED BY G.F.S. PQ0980 PQ0980 STATION RECOVERY (1994) PQ0980 PQ0980'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) PQ0980'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE CHAINED PQ0980'DISTANCES BETWEEN STATION DELFT, RM 1, AND RM 2 CHECKED. RECOVERY PQ0980'NOTE BY DAVID K. HERDER, TYPED BY G.W.O. PQ0980 PQ0980 STATION RECOVERY (2004) PQ0980 PQ0980'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PQ0980'4.25 MILES (6.84 KM) SOUTHEAST OF JEFFERS, 1.7 MILES (2.7 KM) SOUTH OF PQ0980'THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 30, 67.6 FEET PQ0980'(20.6 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 71 AT MILEPOINT PQ0980'39.45, 138 FEET (42.1 M) EAST NORTHEAST OF UTILITY POLE, FLUSH, PQ0980'MAGNETIC, 1 FOOT SOUTH OF WITNESS POST. REFERENCE MARKS NOT SEARCHED PQ0980'FOR. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3900 *********************************************************************** DH3900 DESIGNATION - GERMANTOWN C DH3900 PID - DH3900 DH3900 STATE/COUNTY- MN/COTTONWOOD DH3900 USGS QUAD - SANBORN (1967) DH3900 DH3900 *CURRENT SURVEY CONTROL DH3900 ___________________________________________________________________ DH3900* NAD 83(1996)- 44 09 06.51542(N) 095 09 39.99698(W) ADJUSTED DH3900* NAVD 88 - 353.2 (meters) 1159. (feet) GPS OBS DH3900 ___________________________________________________________________ DH3900 X - -412,358.938 (meters) COMP DH3900 Y - -4,565,391.642 (meters) COMP DH3900 Z - 4,420,437.021 (meters) COMP DH3900 LAPLACE CORR- -3.73 (seconds) DEFLEC99 DH3900 ELLIP HEIGHT- 325.90 (meters) (05/30/05) GPS OBS DH3900 GEOID HEIGHT- -27.27 (meters) GEOID03 DH3900 DH3900 HORZ ORDER - FIRST DH3900 ELLP ORDER - THIRD CLASS II DH3900 DH3900.The horizontal coordinates were established by GPS observations DH3900.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3900 DH3900.The orthometric height was determined by GPS observations and a DH3900.high-resolution geoid model. DH3900 DH3900.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3900 DH3900.The Laplace correction was computed from DEFLEC99 derived deflections. DH3900 DH3900.The ellipsoidal height was determined by GPS observations DH3900.and is referenced to NAD 83. DH3900 DH3900.The geoid height was determined by GEOID03. DH3900 DH3900; North East Units Scale Factor Converg. DH3900;SPC MN S - 228,639.011 707,118.195 MT 0.99994056 -0 48 49.9 DH3900;UTM 15 - 4,891,005.125 327,176.028 MT 0.99996735 -1 30 20.6 DH3900 DH3900! - Elev Factor x Scale Factor = Combined Factor DH3900!SPC MN S - 0.99994890 x 0.99994056 = 0.99988946 DH3900!UTM 15 - 0.99994890 x 0.99996735 = 0.99991625 DH3900 DH3900 SUPERSEDED SURVEY CONTROL DH3900 DH3900.No superseded survey control is available for this station. DH3900 DH3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2717691005(NAD 83) DH3900_MARKER: DD = SURVEY DISK DH3900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3900_STAMPING: GERMANTOWN C DH3900_MARK LOGO: MN-033 DH3900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3900+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3900 DH3900 HISTORY - Date Condition Report By DH3900 HISTORY - 2003 MONUMENTED MN-033 DH3900 DH3900 STATION DESCRIPTION DH3900 DH3900'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3900'6.0 MILES (9.7 KM) SOUTH OF SANBORN, IN GERMANTOWN TOWNSHIP, 2.0 MILES DH3900'(3.2 KM) SOUTH AL ONG TRUNK HIGHWAY 71 FROM JUNCTION OF COUNTY STATE DH3900'AID HIGHWAY 12 AND TRUNK HIGHWAY 71 IN SANBORN, THEN 2.0 MILES (3.2 DH3900'KM) WEST ON COUNTY STATE AID H IGHWAY 11, THEN 1.0 MILES (1.6 KM) DH3900'SOUTH ON 460TH AVENUE, 37.7 FEET (11.5 M) EAST OF 460 TH AVENUE, 32.0 DH3900'FEET (9.8 M) NORTH OF FIELD ENTRANCE, 2.4 FEET (0.7 M) WEST OF WITNESS DH3900'POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3901 *********************************************************************** DH3901 DESIGNATION - GERMANTOWN SW DH3901 PID - DH3901 DH3901 STATE/COUNTY- MN/COTTONWOOD DH3901 USGS QUAD - JEFFERS (1980) DH3901 DH3901 *CURRENT SURVEY CONTROL DH3901 ___________________________________________________________________ DH3901* NAD 83(1996)- 44 07 20.99263(N) 095 13 12.10106(W) ADJUSTED DH3901* NAVD 88 - 376.9 (meters) 1237. (feet) GPS OBS DH3901 ___________________________________________________________________ DH3901 X - -417,261.278 (meters) COMP DH3901 Y - -4,567,241.072 (meters) COMP DH3901 Z - 4,418,116.068 (meters) COMP DH3901 LAPLACE CORR- -3.48 (seconds) DEFLEC99 DH3901 ELLIP HEIGHT- 349.78 (meters) (05/30/05) GPS OBS DH3901 GEOID HEIGHT- -27.14 (meters) GEOID03 DH3901 DH3901 HORZ ORDER - FIRST DH3901 ELLP ORDER - THIRD CLASS II DH3901 DH3901.The horizontal coordinates were established by GPS observations DH3901.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3901 DH3901.The orthometric height was determined by GPS observations and a DH3901.high-resolution geoid model. DH3901 DH3901.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3901 DH3901.The Laplace correction was computed from DEFLEC99 derived deflections. DH3901 DH3901.The ellipsoidal height was determined by GPS observations DH3901.and is referenced to NAD 83. DH3901 DH3901.The geoid height was determined by GEOID03. DH3901 DH3901; North East Units Scale Factor Converg. DH3901;SPC MN S - 225,451.219 702,356.862 MT 0.99994379 -0 51 18.5 DH3901;UTM 15 - 4,887,874.904 322,376.407 MT 0.99998804 -1 32 45.5 DH3901 DH3901! - Elev Factor x Scale Factor = Combined Factor DH3901!SPC MN S - 0.99994516 x 0.99994379 = 0.99988895 DH3901!UTM 15 - 0.99994516 x 0.99998804 = 0.99993320 DH3901 DH3901 SUPERSEDED SURVEY CONTROL DH3901 DH3901.No superseded survey control is available for this station. DH3901 DH3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2237687875(NAD 83) DH3901_MARKER: DD = SURVEY DISK DH3901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3901_STAMPING: GERMANTOWN SW 2003 DH3901_MARK LOGO: MN-033 DH3901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3901+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3901 DH3901 HISTORY - Date Condition Report By DH3901 HISTORY - 2003 MONUMENTED MN-033 DH3901 DH3901 STATION DESCRIPTION DH3901 DH3901'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3901'5.5 MILES (8.9 KM) NORTH-NORTHWEST OF JEFFERS, IN GERMANTOWN TOWNSHIP, DH3901'5.0 MILE (8.0 KM) S NORTH ALONG COUNTY STATE AID HIGHWAY 4 FROM DH3901'JUNCTION OF COUNTY STATE AID HIGHWAY 4 AND TRUNK HIGHWAY 30 IN DH3901'JEFFERS, THEN 1.0 MILES (1.6 KM) WEST ON COUNTY ROAD 10, 99 FEET (30.2 DH3901'M) EAST OF 430TH AVENUE, 44.5 FEET (13.6 M) SOUTH OF COUN TY ROAD 10, DH3901'27.0 FEET (8.2 M) EAST OF FIELD ENTRANCE, 1.0 FEET (0.3 M) NORTH OF DH3901'WITNES S POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3902 *********************************************************************** DH3902 DESIGNATION - GREAT BEND C DH3902 PID - DH3902 DH3902 STATE/COUNTY- MN/COTTONWOOD DH3902 USGS QUAD - HARDER LAKE (1970) DH3902 DH3902 *CURRENT SURVEY CONTROL DH3902 ___________________________________________________________________ DH3902* NAD 83(1996)- 43 53 30.00750(N) 095 09 21.11751(W) ADJUSTED DH3902* NAVD 88 - 416.7 (meters) 1367. (feet) GPS OBS DH3902 ___________________________________________________________________ DH3902 X - -413,750.399 (meters) COMP DH3902 Y - -4,585,481.722 (meters) COMP DH3902 Z - 4,399,695.200 (meters) COMP DH3902 LAPLACE CORR- -3.34 (seconds) DEFLEC99 DH3902 ELLIP HEIGHT- 389.51 (meters) (05/30/05) GPS OBS DH3902 GEOID HEIGHT- -27.21 (meters) GEOID03 DH3902 DH3902 HORZ ORDER - FIRST DH3902 ELLP ORDER - THIRD CLASS II DH3902 DH3902.The horizontal coordinates were established by GPS observations DH3902.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3902 DH3902.The orthometric height was determined by GPS observations and a DH3902.high-resolution geoid model. DH3902 DH3902.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3902 DH3902.The Laplace correction was computed from DEFLEC99 derived deflections. DH3902 DH3902.The ellipsoidal height was determined by GPS observations DH3902.and is referenced to NAD 83. DH3902 DH3902.The geoid height was determined by GEOID03. DH3902 DH3902; North East Units Scale Factor Converg. DH3902;SPC MN S - 199,732.207 707,128.986 MT 0.99997829 -0 48 36.6 DH3902;UTM 15 - 4,862,099.978 326,839.534 MT 0.99996880 -1 29 42.1 DH3902 DH3902! - Elev Factor x Scale Factor = Combined Factor DH3902!SPC MN S - 0.99993893 x 0.99997829 = 0.99991722 DH3902!UTM 15 - 0.99993893 x 0.99996880 = 0.99990773 DH3902 DH3902 SUPERSEDED SURVEY CONTROL DH3902 DH3902.No superseded survey control is available for this station. DH3902 DH3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2684062100(NAD 83) DH3902_MARKER: DD = SURVEY DISK DH3902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3902_STAMPING: GREAT BEND C DH3902_MARK LOGO: MN-033 DH3902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3902+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3902 DH3902 HISTORY - Date Condition Report By DH3902 HISTORY - 2003 MONUMENTED MN-033 DH3902 DH3902 STATION DESCRIPTION DH3902 DH3902'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3902'1.5 MILES (2.4 KM) NORTHWEST OF WINDOM, IN GREAT BEND, 3.0 MILES (4.8 DH3902'KM) NORTHWEST ALON G COUNTY STATE AID HIGHWAY 13 FROM THE JUNCTION OF DH3902'COUNTY STATE AID HI GHWAY 13 AND TRUNK HIGHWAY 60 IN WINDOM. THE MARK DH3902'IS IN GRASS MEDIAN I SLAND OF COUNTY STATE AID HIGHWAY 13 AND COUNTY DH3902'ROAD 15, 7.9 FEET (2.4 M) SOUT HWEST OF POWER-POLE, 6.0 FEET (1.8 M) DH3902'SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OP0735 *********************************************************************** OP0735 DESIGNATION - HARDER RESET OP0735 PID - OP0735 OP0735 STATE/COUNTY- MN/COTTONWOOD OP0735 USGS QUAD - HARDER LAKE (1970) OP0735 OP0735 *CURRENT SURVEY CONTROL OP0735 ___________________________________________________________________ OP0735* NAD 83(1996)- 43 57 48.85278(N) 095 11 09.59406(W) ADJUSTED OP0735* NAVD 88 - 459.6 (meters) 1508. (feet) GPS OBS OP0735 ___________________________________________________________________ OP0735 X - -415,663.677 (meters) COMP OP0735 Y - -4,579,774.205 (meters) COMP OP0735 Z - 4,405,479.160 (meters) COMP OP0735 LAPLACE CORR- -3.57 (seconds) DEFLEC99 OP0735 ELLIP HEIGHT- 432.40 (meters) (01/15/97) GPS OBS OP0735 GEOID HEIGHT- -27.16 (meters) GEOID03 OP0735 OP0735 HORZ ORDER - FIRST OP0735 ELLP ORDER - FOURTH CLASS II OP0735 OP0735.The horizontal coordinates were established by GPS observations OP0735.and adjusted by the National Geodetic Survey in January 1997. OP0735.No horizontal observational check was made to the station. OP0735 OP0735.The orthometric height was determined by GPS observations and a OP0735.high-resolution geoid model. OP0735 OP0735.The X, Y, and Z were computed from the position and the ellipsoidal ht. OP0735 OP0735.The Laplace correction was computed from DEFLEC99 derived deflections. OP0735 OP0735.The ellipsoidal height was determined by GPS observations OP0735.and is referenced to NAD 83. OP0735 OP0735.The geoid height was determined by GEOID03. OP0735 OP0735; North East Units Scale Factor Converg. OP0735;SPC MN S - 207,754.854 704,823.995 MT 0.99996582 -0 49 52.7 OP0735;UTM 15 - 4,870,149.649 324,630.719 MT 0.99997827 -1 31 04.5 OP0735 OP0735! - Elev Factor x Scale Factor = Combined Factor OP0735!SPC MN S - 0.99993220 x 0.99996582 = 0.99989802 OP0735!UTM 15 - 0.99993220 x 0.99997827 = 0.99991047 OP0735 OP0735: Primary Azimuth Mark Grid Az OP0735:SPC MN S - HARDER AZ MK 2 091 44 17.9 OP0735:UTM 15 - HARDER AZ MK 2 092 25 29.7 OP0735 OP0735|---------------------------------------------------------------------| OP0735| PID Reference Object Distance Geod. Az | OP0735| dddmmss.s | OP0735| CO3630 HARDER AZ MK 0254011.9 | OP0735| OP0736 HARDER AZ MK 2 461.451 METERS 0905425.2 | OP0735| CO3632 HARDER RM 1 25.918 METERS 12337 | OP0735| CO3631 HARDER RM 1 RESET 33.651 METERS 12426 | OP0735| OP0719 WINDOM MUNICIPAL TANK APPROX.12.4 KM 1501753.6 | OP0735| OP0717 WINDOM MUN LT AND PWR CO STACK APPROX.12.1 KM 1513038.6 | OP0735| OP0718 WINDOM COTTONWOOD CTHSE STATUE APPROX.12.2 KM 1525443.7 | OP0735| OP0723 WINDOM MN STATE PATROL RAD TWR APPROX.13.9 KM 1581406.3 | OP0735| CO3634 HARDER RM 3 18.406 METERS 18105 | OP0735| OP0767 HERON LAKE MUNICIPAL TANK APPROX.21.8 KM 2093712.7 | OP0735| CO3633 HARDER RM 2 34.135 METERS 24454 | OP0735| CO3635 HARDER RM 4 11.836 METERS 27633 | OP0735| PQ0981 JEFFERS MUNICIPAL TANK APPROX.10.7 KM 3563823.2 | OP0735|---------------------------------------------------------------------| OP0735 OP0735 SUPERSEDED SURVEY CONTROL OP0735 OP0735 NAD 83(1986)- 43 57 48.84733(N) 095 11 09.58298(W) AD( ) 1 OP0735 NAD 27 - 43 57 49.00400(N) 095 11 08.61300(W) AD( ) 1 OP0735 NGVD 29 (07/19/86) 459.4 (m) 1507. (f) VERT ANG OP0735 OP0735.Superseded values are not recommended for survey control. OP0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OP0735.See file dsdata.txt to determine how the superseded data were derived. OP0735 OP0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2463170150(NAD 83) OP0735_MARKER: DS = TRIANGULATION STATION DISK OP0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT OP0735_SP_SET: CONCRETE POST OP0735_STAMPING: HARDER 1934 1969 OP0735_MARK LOGO: CGS OP0735_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT OP0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO OP0735+STABILITY: SURFACE MOTION OP0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OP0735+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004 OP0735 OP0735 HISTORY - Date Condition Report By OP0735 HISTORY - 1969 MONUMENTED CGS OP0735 HISTORY - 1969 GOOD CGS OP0735 HISTORY - 1972 GOOD MNHD OP0735 HISTORY - 1981 GOOD MNDT OP0735 HISTORY - 19900716 GOOD NGS OP0735 HISTORY - 19940603 GOOD MNDT OP0735 HISTORY - 20040630 GOOD MNHD OP0735 OP0735 STATION DESCRIPTION OP0735 OP0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS) OP0735'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION. OP0735'THE SURFACE STATION MARK WAS FOUND PUSHED OVER AND BURIED. OP0735'REFERENCE MARK NO. 1 APPEARS IN GOOD CONDITION, REFERENCE OP0735'MARK NO. 2 WAS TILTED OVER, BOTH OF THE MARKS APPEAR TO HAVE OP0735'BEEN MOVED AWAY FROM THE STATION APPROXIMATELY ON LINE THRU OP0735'THEIR ORIGINAL POSITIONS. THEY WERE DESCRIBED AS BEING SET OP0735'22 FEET SOUTH OF THE CENTER OF THE ROAD, AND NOW ARE 32 FEET OP0735'SOUTH. THE DISTANCE TO REFERENCE MARK NO. 1 WAS 85.03 FEET OP0735'AND NOW IS 110.36. THE AZIMUTH MARK WAS NOT FOUND, AND IS OP0735'BELIEVED DESTROYED. OP0735' OP0735'A NEW SURFACE STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4, OP0735'AND AN AZIMUTH MARK WERE SET. REFERENCE MARK NO. 1 WAS LEFT OP0735'INTACT AS FOUND, IT IS A GOOD SOLID MARK. THE DISKS WERE OP0735'REMOVED FROM THE ORIGINAL SURFACE STATION MARK AND REFERENCE OP0735'MARK NO. 2 AT THIS TIME. OP0735' OP0735'A NEW DESCRIPTION FOLLOWS-- OP0735' OP0735'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED HARDER OP0735'1934. THE SURFACE STATION MARK IS A STANDARD DISK STAMPED OP0735'HARDER 1934 1969, SET IN A SQUARE CONCRETE MONUMENT WHICH IS OP0735'FLUSH WITH THE GROUND. IT IS 40 FEET EAST OF A TELEPHONE OP0735'POLE, 28 FEET NORTH OF THE CENTER OF GRAVELED ROAD, 5 FEET OP0735'SOUTH OF BEING ON LINE WITH TELEPHONE POLES, AND 1.8 FEET OP0735'WEST OF A METAL WITNESS POST AND SIGN. OP0735' OP0735'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HARDER NO 1 1934, OP0735'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES. OP0735'IT IS 32 FEET SOUTH OF THE CENTER OF GRAVELED ROAD, AND 1 FOOT OP0735'NORTH OF A METAL WITNESS POST. OP0735' OP0735'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HARDER 1934 OP0735'NO 3 1969, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS OP0735'10-INCHES. IT IS 75 FEET SOUTHEAST OF A TELEPHONE POLE, 32 OP0735'FEET SOUTH OF THE CENTER OF GRAVELED ROAD AND 1.5 FEET EAST OP0735'OF A METAL WITNESS POST. OP0735' OP0735'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HARDER 1934 OP0735'NO 4 1969, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS OP0735'4-INCHES. IT IS 32 FEET NORTH OF THE CENTER OF ROAD, AND 1 OP0735'FOOT EAST OF A TELEPHONE POLE. OP0735' OP0735'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK OP0735'NO. 3 IS 92.21 FEET OR 28.108 METERS. THE DISTANCE BETWEEN OP0735'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 IS 74.79 FEET OP0735'OR 22.797 METERS. OP0735' OP0735'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARDER 1934 1969, OP0735'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES. OP0735'IT IS 47 FEET EAST OF THE CENTER OF COUNTY HIGHWAY 4 AT A OP0735'T INTERSECTION WITH GRAVELED ROAD WEST, 33 FEET NORTH OF A OP0735'POWER POLE, 1 FOOT NORTH OF A HIGHWAY CAUTION SIGN 1 FOOT OP0735'SOUTH OF A METAL WITNESS POST, AND AT THE WEST END OF AN OP0735'EAST-WEST FENCE LINE. OP0735' OP0735'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE OP0735'SQUARE IN WINDOM, GO WEST, NORTHWEST, AND NORTH ON 10TH STREET, OP0735'RIVER ROAD, AND COUNTY HIGHWAY 13 FOR 5 MILES TO A Y INTERSECTION OP0735'WITH COUNTY HIGHWAY 4 TO THE RIGHT, BEAR RIGHT, NORTH, AND OP0735'FOLLOW HIGHWAY 4 FOR 3.1 MILES TO A SIDE ROAD LEFT, AND THE OP0735'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, TURN LEFT, WEST AND OP0735'GO ABOUT 0.28 MILE ON GRAVELED ROAD TO THE STATION MARK ON OP0735'THE RIGHT AS DESCRIBED. IT IS 6.15 MILES SOUTH OF COUNTY OP0735'HIGHWAY 4 FROM ITS INTERSECTION WITH STATE HIGHWAY 30, NEAR OP0735'THE EAST EDGE OF JEFFERS, TO THE GRAVELED ROAD LEADING TO OP0735'THE STATION. OP0735' OP0735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 OP0735'MILES SOUTH OF JEFFERS. OP0735 OP0735 STATION RECOVERY (1969) OP0735 OP0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 OP0735'RECOVERED IN GOOD CONDITION. OP0735 OP0735 STATION RECOVERY (1972) OP0735 OP0735'RECOVERY NOTE BY MN HIGHWAY DEPT 1972 (DKH) OP0735'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION OP0735'AS DESCRIBED IN 1969. AZIMUTH MARK NOT SEARCHED FOR. OP0735' OP0735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 OP0735'MILES SOUTH OF JEFFERS. OP0735 OP0735 STATION RECOVERY (1981) OP0735 OP0735'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH) OP0735'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 3, OP0735'REFERENCE MARK NUMBER 4, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD OP0735'CONDITION AS DESCRIBED IN THE 1969 RECOVERY NOTE. OP0735' OP0735'THE ANGLE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER 3 OP0735'CHECKED AND THE ANGLE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE OP0735'MARK NUMBER 4 WAS FOUND TO BE ABOUT 3 MINUTES LARGER THAN THE 1969 OP0735'ANGLE. THE DISTANCE TO REFERENCE MARK NUMBER 1 WAS FOUND TO BE 110.40 OP0735'FEET, 33.651 METERS. THE DISTANCES TO REFERENCE MARK NUMBER 3 AND OP0735'REFERENCE MARK NUMBER 4 CHECKED. OP0735' OP0735'A STEEL ROD BURIED ADJACENT TO THE CONCRETE MONUMENTS MAKE ALL OF THE OP0735'MARKS MAGNETIC. OP0735 OP0735 STATION RECOVERY (1990) OP0735 OP0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 OP0735'STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF WINDOM, AND OP0735'ABOUT 6.25 MI (10.06 KM) SOUTH OF JEFFERS. ON THE NORTH SIDE OF A OP0735'GRAVEL SECTION LINE ROAD. OWNERSHIP-UNKNOWN. OP0735'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 71 AND COUNTY OP0735'ROAD 13 WEST IN THE MIDDLE OF WINDOM, GO NORTHWESTERLY ALONG COUNTY OP0735'ROAD 13 FOR 4.8 MI (7.7 KM) TO THE JUNCTION OF COUNTY ROAD 4 ON THE OP0735'RIGHT, THEN GO RIGHT, NORTH, ALONG COUNTY ROAD 4 FOR 3.05 MI OP0735'(4.91 KM) TO A GRAVEL ROAD ON THE LEFT, THEN GO LEFT, WEST ALONG OP0735'GRAVEL ROAD FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT. OP0735'STATION IS 28 FT (8.5 M) NORTH OF THE CENTER OF THE GRAVEL ROAD, 1.8 OP0735'FT (0.5 M) WEST OF A MNDT METAL WITNESS POST AND FLUSH WITH THE OP0735'GROUND SURFACE. OP0735'DESCRIBED BY G.F.S. OP0735 OP0735 STATION RECOVERY (1994) OP0735 OP0735'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) OP0735'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE CHAINED OP0735'DISTANCES BETWEEN STATION HARDER, RM 3, AND RM 4 CHECKED. RECOVERY OP0735'NOTE BY DAVID K. HERDER, TYPED BY G.W.O. OP0735 OP0735 STATION RECOVERY (2004) OP0735 OP0735'RECOVERY NOTE BY MN HIGHWAY DEPT 2004 (KNB) OP0735'8 MILES NORTHWEST OF WINDOM, 4.8 MILES NORTHWEST ALONG COUNTY ROAD 13 OP0735'FROM THE JUNCTION OF TRUNK HIGHWAY 71 IN WINDOM THEN 3.05 MILES NORTH OP0735'ON COUNTY ROAD 4 THEN 0.25 MILE WEST ON 360TH STREET, 28 FEET NORTH OP0735'OF 360TH STREET, 1.8 FEET WEST OF WITNESS POST, 60.38 FEET (18.40 M) OP0735'NORTH OF REFERENCE MARK 3, 38.83 FEET (11.84 M) EAST OF REFERENCE MARK OP0735'4, FLUSH, MAGNETIC. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3903 *********************************************************************** DH3903 DESIGNATION - HIGHWATER C DH3903 PID - DH3903 DH3903 STATE/COUNTY- MN/COTTONWOOD DH3903 USGS QUAD - LAMBERTON (1967) DH3903 DH3903 *CURRENT SURVEY CONTROL DH3903 ___________________________________________________________________ DH3903* NAD 83(1996)- 44 09 07.81851(N) 095 16 17.33193(W) ADJUSTED DH3903* NAVD 88 - 367.2 (meters) 1205. (feet) GPS OBS DH3903 ___________________________________________________________________ DH3903 X - -421,151.001 (meters) COMP DH3903 Y - -4,564,571.099 (meters) COMP DH3903 Z - 4,420,475.792 (meters) COMP DH3903 LAPLACE CORR- -3.31 (seconds) DEFLEC99 DH3903 ELLIP HEIGHT- 340.13 (meters) (05/30/05) GPS OBS DH3903 GEOID HEIGHT- -27.12 (meters) GEOID03 DH3903 DH3903 HORZ ORDER - FIRST DH3903 ELLP ORDER - THIRD CLASS II DH3903 DH3903.The horizontal coordinates were established by GPS observations DH3903.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3903 DH3903.The orthometric height was determined by GPS observations and a DH3903.high-resolution geoid model. DH3903 DH3903.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3903 DH3903.The Laplace correction was computed from DEFLEC99 derived deflections. DH3903 DH3903.The ellipsoidal height was determined by GPS observations DH3903.and is referenced to NAD 83. DH3903 DH3903.The geoid height was determined by GEOID03. DH3903 DH3903; North East Units Scale Factor Converg. DH3903;SPC MN S - 228,810.595 698,290.503 MT 0.99994052 -0 53 28.4 DH3903;UTM 15 - 4,891,283.272 318,350.645 MT 1.00000583 -1 34 57.6 DH3903 DH3903! - Elev Factor x Scale Factor = Combined Factor DH3903!SPC MN S - 0.99994667 x 0.99994052 = 0.99988719 DH3903!UTM 15 - 0.99994667 x 1.00000583 = 0.99995250 DH3903 DH3903 SUPERSEDED SURVEY CONTROL DH3903 DH3903.No superseded survey control is available for this station. DH3903 DH3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1835191283(NAD 83) DH3903_MARKER: DD = SURVEY DISK DH3903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3903_STAMPING: HIGHWATER C 2003 DH3903_MARK LOGO: MN-033 DH3903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3903+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3903 DH3903 HISTORY - Date Condition Report By DH3903 HISTORY - 2003 MONUMENTED MN-033 DH3903 DH3903 STATION DESCRIPTION DH3903 DH3903'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3903'6.0 MILES (9.7 KM) SOUTH OF LAMBERTON, IN HIGHWATER TOWNSHIP, 5.5 DH3903'MILES (8.9 KM) SOUTH A LONG COUNTY STATE AID HIGHWAY 5 FROM THE DH3903'JUNCTION OF COUNTY STATE AID HIGHWAY 5 AND TRUNK HIGHWAY 14 IN DH3903'LAMBERTON, THEN 0.05 MILES (0.08 KM) WEST ON C OUNTY STATE AID HIGHWAY DH3903'11, 130 FEET (39.6 M) WEST OF COUNTY STATE AID HIGHWAY 5, 55.0 FEET DH3903'(16.8 M) WEST OF FIELD ENTRANCE, 43.0 FEET (13.1 M) NORTH OF COUNTY DH3903'ROAD 11 , 11.0 FEET (3.4 M) EAST OF TELEPHONE PEDESTAL (NUMBER 55) , DH3903'1.0 FEET (0.3 M) SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PQ0983 *********************************************************************** PQ0983 DESIGNATION - HOLCK PQ0983 PID - PQ0983 PQ0983 STATE/COUNTY- MN/COTTONWOOD PQ0983 USGS QUAD - JEFFERS (1980) PQ0983 PQ0983 *CURRENT SURVEY CONTROL PQ0983 ___________________________________________________________________ PQ0983* NAD 83(1996)- 44 04 45.18009(N) 095 10 05.29889(W) ADJUSTED PQ0983* NAVD 88 - 449.4 (meters) 1474. (feet) GPS OBS PQ0983 ___________________________________________________________________ PQ0983 X - -413,431.001 (meters) COMP PQ0983 Y - -4,571,002.303 (meters) COMP PQ0983 Z - 4,414,712.735 (meters) COMP PQ0983 LAPLACE CORR- -3.81 (seconds) DEFLEC99 PQ0983 ELLIP HEIGHT- 422.22 (meters) (05/30/05) GPS OBS PQ0983 GEOID HEIGHT- -27.18 (meters) GEOID03 PQ0983 PQ0983 HORZ ORDER - FIRST PQ0983 ELLP ORDER - THIRD CLASS II PQ0983 PQ0983.The horizontal coordinates were established by GPS observations PQ0983.and adjusted by the MN DEPT OF TRANSP in May 2005. PQ0983 PQ0983.The orthometric height was determined by GPS observations and a PQ0983.high-resolution geoid model. PQ0983 PQ0983.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ0983 PQ0983.The Laplace correction was computed from DEFLEC99 derived deflections. PQ0983 PQ0983.The ellipsoidal height was determined by GPS observations PQ0983.and is referenced to NAD 83. PQ0983 PQ0983.The geoid height was determined by GEOID03. PQ0983 PQ0983; North East Units Scale Factor Converg. PQ0983;SPC MN S - 220,582.140 706,440.753 MT 0.99994904 -0 49 07.6 PQ0983;UTM 15 - 4,882,956.812 326,401.469 MT 0.99997066 -1 30 31.1 PQ0983 PQ0983! - Elev Factor x Scale Factor = Combined Factor PQ0983!SPC MN S - 0.99993380 x 0.99994904 = 0.99988284 PQ0983!UTM 15 - 0.99993380 x 0.99997066 = 0.99990446 PQ0983 PQ0983: Primary Azimuth Mark Grid Az PQ0983:SPC MN S - HOLCK AZ MK 088 59 34.8 PQ0983:UTM 15 - HOLCK AZ MK 089 40 58.3 PQ0983 PQ0983|---------------------------------------------------------------------| PQ0983| PID Reference Object Distance Geod. Az | PQ0983| dddmmss.s | PQ0983| PQ0986 HOLCK AZ MK APPROX. 0.6 KM 0881027.2 | PQ0983| CO8659 HOLCK RM 3 55.058 METERS 09012 | PQ0983| CO8657 HOLCK RM 1 54.921 METERS 09015 | PQ0983| PQ0981 JEFFERS MUNICIPAL TANK APPROX. 3.0 KM 2234551.6 | PQ0983| CO8658 HOLCK RM 2 50.793 METERS 26954 | PQ0983|---------------------------------------------------------------------| PQ0983 PQ0983 SUPERSEDED SURVEY CONTROL PQ0983 PQ0983 NAD 83(1996)- 44 04 45.18123(N) 095 10 05.29991(W) AD( ) 1 PQ0983 NAD 83(1986)- 44 04 45.17507(N) 095 10 05.28984(W) AD( ) 1 PQ0983 NAD 27 - 44 04 45.33000(N) 095 10 04.32100(W) AD( ) 1 PQ0983 NGVD 29 (07/19/86) 448.6 (m) 1472. (f) VERT ANG PQ0983 PQ0983.Superseded values are not recommended for survey control. PQ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ0983.See file dsdata.txt to determine how the superseded data were derived. PQ0983 PQ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2640182957(NAD 83) PQ0983_MARKER: DS = TRIANGULATION STATION DISK PQ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ0983_SP_SET: TOP OF SQUARE CONCRETE MONUMENT PQ0983_STAMPING: HOLCK 1934 PQ0983_MARK LOGO: CGS PQ0983_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT PQ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PQ0983+STABILITY: SURFACE MOTION PQ0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ0983+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 PQ0983 PQ0983 HISTORY - Date Condition Report By PQ0983 HISTORY - 1934 MONUMENTED CGS PQ0983 HISTORY - 1963 GOOD USGS PQ0983 HISTORY - 1966 GOOD MNHD PQ0983 HISTORY - 1966 GOOD USGS PQ0983 HISTORY - 1967 GOOD MNHD PQ0983 HISTORY - 1981 SEE DESCRIPTION MNDT PQ0983 HISTORY - 20040706 GOOD MNDT PQ0983 PQ0983 STATION DESCRIPTION PQ0983 PQ0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA) PQ0983'STATION IS LOCATED ABOUT 1.5 MILES N AND 1.5 MILES E OF PQ0983'JEFFERS NW 1/4 OF NE 1/4 SEC. 16, T 107 N, R 36 W, ON LAND PQ0983'OWNED BY MRS. EMMA HOLCK. IT IS ON S SIDE AND 10.3 METERS PQ0983'FROM CENTER LINE OF E AND W DIRT ROAD AND ABOUT 170 METERS PQ0983'E OF HALF-SECTION LINE FENCE. PQ0983' PQ0983'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD PQ0983'BRONZE DISKS SET IN CONCRETE. PQ0983' PQ0983'REFERENCE MARK NO. 1 IS IN SEC. 16, T 107 N, R 36 W, ON MRS. PQ0983'HOLCKS LAND ON S SIDE AND 10.3 METERS FROM CENTER LINE OF E PQ0983'AND W DIRT ROAD. IT IS 54.921 METERS, (180.19 FEET) E OF PQ0983'STATION. PQ0983' PQ0983'REFERENCE MARK NO. 2 IS IN SEC. 16, T 107 N, R 36 W, ON MRS. PQ0983'HOLCKS LAND ON S SIDE AND 10.4 METERS FROM CENTER LINE OF E PQ0983'AND W DIRT ROAD. IT IS 50.797 METERS, (166.65 FEET) W OF PQ0983'STATION. PQ0983' PQ0983'AZIMUTH MARK IS IN SE CORNER OF SE 1/4 OF SE 1/4 SEC. 9, ABOUT PQ0983'0.4 MILE E OF STATION, 54 FEET NW OF INTERSECTION OF N AND S PQ0983'AND E, 0.2 MILE, THENCE LEFT, N, 0.4 MILE, THENCE RIGHT, E, PQ0983'0.5 MILE, THENCE LEFT, N, 1.0 MILE, THENCE RIGHT, E, ON DIRT PQ0983'ROAD 0.65 MILE TO HIGHEST GROUND AND STATION ON RIGHT. PQ0983' PQ0983'TO REACH THE STATION FROM JEFFERS POST OFFICE, GO E 0.05 MILE, PQ0983'THENCE LEFT, N, ON GRAVELED ROAD 0.5 MILE, THENCE RIGHT, E, PQ0983'0.2 MILE, THENCE LEFT, N, 0.4 MILE, THENCE RIGHT, E, 0.5 MILE, PQ0983'THENCE LEFT, N, 1.0 MILE, THENCE RIGHT, E, ON DIRT ROAD 0.65 MILE PQ0983'TO HIGHEST GROUND AND STATION ON RIGHT. PQ0983' PQ0983'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS. PQ0983 PQ0983 STATION RECOVERY (1963) PQ0983 PQ0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 PQ0983'RECOVERED IN GOOD CONDITION AS DESCRIBED. PQ0983 PQ0983 STATION RECOVERY (1966) PQ0983 PQ0983'RECOVERY NOTE BY MN HIGHWAY DEPT 1966 (NGF) PQ0983'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND PQ0983'AZIMUTH MARK RECOVERED IN GOOD CONDITION. PQ0983' PQ0983'THE FOLLOWING ADDITION TO DESCRIPTION. THE STATION MARK IS PQ0983'5.0 FEET NORTH OF A WITNESS TAG ON EW FENCE LINE. REFERENCE PQ0983'MARK NO. 1 IS 5.0 FEET NORTH OF FENCE. REFERENCE MARK NO. PQ0983'2 IS 5.0 FT NORTH OF FENCE. THE AZIMUTH MARK NOW PROJECTS 0.5 PQ0983'FEET ABOVE THE SURFACE OF THE GROUND. PQ0983 PQ0983 STATION RECOVERY (1966) PQ0983 PQ0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (JKP) PQ0983'STATION,RM1,RM2 AND AZIMUTH MARK RECOVERED AS DESCRIBED IN GOOD PQ0983'CONDITION. PQ0983 PQ0983 STATION RECOVERY (1967) PQ0983 PQ0983'RECOVERY NOTE BY MN HIGHWAY DEPT 1967 (NGF) PQ0983'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK FOUND AS DESCRIBED PQ0983'IN GOOD CONDITION. PQ0983' PQ0983'ADDITIONS AND CORRECTIONS FOLLOW-- PQ0983' PQ0983'STATION MARK IS 5 FEET NORTH OF A WITNESS TAG ON A E-W FENCELINE. PQ0983' PQ0983'R.M. NO. 1 IS 5 FEET NORTH OF A E-W FENCELINE. PQ0983' PQ0983'R.M. NO. 2 IS 5 FEET NORTH OF A E-W FENCELINE. PQ0983' PQ0983'ALL MONUMENTS ARE FLUSH EXCEPT THE AZIMUTH MARK WHICH PROJECTS PQ0983'0.5 FOOT. THE FENCELINES REFERRED TO BY THE AZIMUTH MARK ARE PQ0983'NO LONGER THERE. PQ0983 PQ0983 STATION RECOVERY (1981) PQ0983 PQ0983'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH) PQ0983'THE STATION MARK, REFERENCE MARK NUMBER 2, AND THE AZIMUTH MARK WERE PQ0983'RECOVERED IN GOOD CONDITION AS DESCRIBED. REFERENCE MARK NUMBER 1 WAS PQ0983'FOUND DESTROYED AND REFERENCE MARK NUMBER 3 WAS SET AT THIS TIME. A PQ0983'NEW COMPLETE DESCRIPTION FOLLOWS. PQ0983' PQ0983'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE TOWN OF JEFFERS, PQ0983'IN THE NE 1/4 OF SECTION 16, T107N, R36W, ON THE SOUTH RIGHT-OF-WAY OF PQ0983'A GRAVEL ROAD. PQ0983' PQ0983'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY PQ0983'ROAD 4, 1 MILE EAST OF JEFFERS, GO NORTH ON COUNTY ROAD 4 FOR 2.0 PQ0983'MILES TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON THE PQ0983'GRAVEL ROAD FOR 0.65 MILE TO THE STATION ON THE RIGHT. PQ0983' PQ0983'THE STATION MARK, A STANDARD CGS TRIANGULATION STATION DISK PQ0983'STAMPED---HOLCK 1934---, IS SET IN THE TOP OF A 12 INCH SQUARE PQ0983'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PQ0983'MARK IS 34 FEET SOUTH OF THE CENTER OF THE ROAD, 5.2 FEET NORTH OF A PQ0983'FENCE, AND 4.8 FEET NORTH OF A STEEL WITNESS POST. PQ0983' PQ0983'REFERENCE MARK NUMBER 2, A STANDARD CGS REFERENCE MARK DISK PQ0983'STAMPED---HOLCK NO 2 1934---, IS SET IN THE TOP OF A 12 INCH ROUND PQ0983'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PQ0983'MARK IS 36 FEET SOUTH OF THE CENTER OF THE ROAD, 5.0 FEET NORTH OF A PQ0983'FENCE, AND 167.4 FEET WEST OF A STEEL WITNESS POST. PQ0983' PQ0983'REFERENCE MARK NUMBER 3, A STANDARD CGS REFERENCE MARK DISK PQ0983'STAMPED---HOLCK 1934 RM 3 1980---, IS SET IN THE TOP OF A 12 INCH PQ0983'ROUND CONCRETE MONUMENT THAT PROJECTS 0.5 FOOT ABOVE THE SURFACE OF PQ0983'THE GROUND. THE MARK IS 34 FEET SOUTH OF THE CENTER OF THE ROAD, 4.9 PQ0983'FEET NORTH OF A FENCE, AND 179.6 FEET EAST OF A STEEL WITNESS POST. PQ0983' PQ0983'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL ROAD PQ0983'FOR 0.4 MILE TO A GRAVEL CROSSROAD AND THE MARK IN THE NORTHWEST PQ0983'QUADRANT OF THE INTERSECTION. PQ0983' PQ0983'THE AZIMUTH MARK, A STANDARD CGS AZIMUTH MARK DISK PQ0983'STAMPED---HOLCK 1934---, IS SET IN THE TOP OF A 12 INCH SQUARE PQ0983'CONCRETE MONUMENT THAT PROJECTS 0.4 FOOT ABOVE THE SURFACE OF THE PQ0983'GROUND. THE MARK IS 33 FEET NORTH OF THE CENTER OF THE ROAD, 42 FEET PQ0983'WEST OF THE CENTER OF THE ROAD, AND 3.2 FEET WEST OF A STEEL WITNESS PQ0983'POST. PQ0983' PQ0983'A STEEL ROD BURIED ADJACENT TO THE CONCRETE MONUMENTS MAKE ALL OF THE PQ0983'MARKS MAGNETIC. PQ0983 PQ0983 STATION RECOVERY (2004) PQ0983 PQ0983'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PQ0983'2 MILES NORTHEAST OF JEFFERS, 2.4 MILES WEST OF HIGHWAY 71 ALONG PQ0983'GRAVEL TOWNSHIP ROAD, 34 FEET SOUTH OF GRAVEL ROAD, 166.65 FEET EAST PQ0983'OF REFERENCE MARK 2, 180.62 FEET WEST OF REFERENCE MARK 3, 0.6 FOOT PQ0983'NORTH OF WITNESS POST, FLUSH, MAGNETIC. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OP0404 *********************************************************************** OP0404 DESIGNATION - M 128 RESET OP0404 PID - OP0404 OP0404 STATE/COUNTY- MN/COTTONWOOD OP0404 USGS QUAD - DUNDEE (1981) OP0404 OP0404 *CURRENT SURVEY CONTROL OP0404 ___________________________________________________________________ OP0404* NAD 83(1996)- 43 51 44.17365(N) 095 25 51.74758(W) ADJUSTED OP0404* NAVD 88 - 433.2 (meters) 1421. (feet) GPS OBS OP0404 ___________________________________________________________________ OP0404 X - -435,983.721 (meters) COMP OP0404 Y - -4,585,707.721 (meters) COMP OP0404 Z - 4,397,352.109 (meters) COMP OP0404 LAPLACE CORR- -2.92 (seconds) DEFLEC99 OP0404 ELLIP HEIGHT- 406.25 (meters) (01/17/03) GPS OBS OP0404 GEOID HEIGHT- -26.93 (meters) GEOID03 OP0404 OP0404 HORZ ORDER - FIRST OP0404 VERT ORDER - THIRD ? (See Below) OP0404 ELLP ORDER - THIRD CLASS I OP0404 OP0404.The horizontal coordinates were established by GPS observations OP0404.and adjusted by the MN DEPT OF TRANSP in January 2003. OP0404 OP0404.The orthometric height was determined by GPS observations and a OP0404.high-resolution geoid model. OP0404.The vertical order pertains to the first NAVD 88 superseded value. OP0404 OP0404.The X, Y, and Z were computed from the position and the ellipsoidal ht. OP0404 OP0404.The Laplace correction was computed from DEFLEC99 derived deflections. OP0404 OP0404.The ellipsoidal height was determined by GPS observations OP0404.and is referenced to NAD 83. OP0404 OP0404.The geoid height was determined by GEOID03. OP0404 OP0404; North East Units Scale Factor Converg. OP0404;SPC MN S - 196,816.178 684,964.205 MT 0.99998383 -1 00 11.0 OP0404;UTM 15 - 4,859,448.441 304,640.724 MT 1.00006944 -1 41 06.2 OP0404 OP0404! - Elev Factor x Scale Factor = Combined Factor OP0404!SPC MN S - 0.99993630 x 0.99998383 = 0.99992013 OP0404!UTM 15 - 0.99993630 x 1.00006944 = 1.00000574 OP0404 OP0404 SUPERSEDED SURVEY CONTROL OP0404 OP0404 NAVD 88 (01/17/03) 433.18 (m) 1421.2 (f) LEVELING 3 OP0404 NGVD 29 (04/14/03) 433.02 (m) 1420.7 (f) RESET 3 OP0404 OP0404.Superseded values are not recommended for survey control. OP0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OP0404.See file dsdata.txt to determine how the superseded data were derived. OP0404 OP0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0464159448(NAD 83) OP0404_MARKER: DB = BENCH MARK DISK OP0404_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND OP0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT OP0404_STAMPING: M 128 RESET 1951 OP0404_MARK LOGO: CGS OP0404_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT OP0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO OP0404+STABILITY: SURFACE MOTION OP0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OP0404+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004 OP0404 OP0404 HISTORY - Date Condition Report By OP0404 HISTORY - 1951 MONUMENTED CGS OP0404 HISTORY - 1974 POOR MNDT OP0404 HISTORY - 20010401 POOR MNDT OP0404 HISTORY - 20040623 GOOD MNDT OP0404 OP0404 STATION DESCRIPTION OP0404 OP0404'DESCRIBED BY MN DEPT OF TRANSP 1974 OP0404'2.9 MI NE FROM DUNDEE. OP0404'IN COTTONWOOD COUNTY, ABOUT 2.9 MILES NORTHEAST ALONG THE ROAD TO OP0404'WESTBROOK FROM THE CITY WELL AT DUNDEE, NOBLES COUNTY AT THE JCT. OP0404'T.H.62, 74 FEET SOUTH OF T.H. CENTERLINE STA. 483+54, AT THE JCT. T.H. OP0404'62 AND CSAH 7 (RUNNING NORTH) ON RANGE LINE OF THE CENTERLINE OF CSAH OP0404'7, 9 FEET NORTH OF FENCE CORNER AND ON RANGE LINE OF FENCE RUNNING OP0404'SOUTH, 0.5 FEET NORTH OF S STEEL WITNESS POST WITH B.M. SIGN 1.5 FEET OP0404'BELOW LEVEL ROADWAY, T.H. 62 MILE POINT 8.2. A STANDARD DISK, STAMPED OP0404'M128 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST. NE 1/4, SEC 32, OP0404'T 105N, R 38W. OP0404 OP0404 STATION RECOVERY (2001) OP0404 OP0404'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) OP0404'MARK RECOVERED IN POOR CONDITION. OP0404 OP0404 STATION RECOVERY (2004) OP0404 OP0404'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OP0404'2.9 MILES NORTHEAST OF DUNDEE, 1.55 MILES EAST OF COUNTY ROAD 19 ON OP0404'TRUNK HIGHWAY 62, AT JUNCTION OF COUNTY ROAD 7 NORTH, 74 FEET SOUTH OP0404'OF THE CENTERLINE OF TRUNK HIGHWAY 62 AT MILEPOINT 8.8, 22 FEET EAST OP0404'OF THE CENTER OF ENTRANCE, 0.7 FOOT NORTH OF WITNESS POST, FLUSH, OP0404'MAGNETIC. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3905 *********************************************************************** DH3905 DESIGNATION - MIDWAY C DH3905 PID - DH3905 DH3905 STATE/COUNTY- MN/COTTONWOOD DH3905 USGS QUAD - MOUNTAIN LAKE (1977) DH3905 DH3905 *CURRENT SURVEY CONTROL DH3905 ___________________________________________________________________ DH3905* NAD 83(1996)- 43 58 26.03740(N) 094 55 11.89468(W) ADJUSTED DH3905* NAVD 88 - 392.2 (meters) 1287. (feet) GPS OBS DH3905 ___________________________________________________________________ DH3905 X - -394,322.597 (meters) COMP DH3905 Y - -4,580,812.323 (meters) COMP DH3905 Z - 4,406,258.209 (meters) COMP DH3905 LAPLACE CORR- -3.10 (seconds) DEFLEC99 DH3905 ELLIP HEIGHT- 364.69 (meters) (05/30/05) GPS OBS DH3905 GEOID HEIGHT- -27.52 (meters) GEOID03 DH3905 DH3905 HORZ ORDER - FIRST DH3905 ELLP ORDER - THIRD CLASS II DH3905 DH3905.The horizontal coordinates were established by GPS observations DH3905.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3905 DH3905.The orthometric height was determined by GPS observations and a DH3905.high-resolution geoid model. DH3905 DH3905.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3905 DH3905.The Laplace correction was computed from DEFLEC99 derived deflections. DH3905 DH3905.The ellipsoidal height was determined by GPS observations DH3905.and is referenced to NAD 83. DH3905 DH3905.The geoid height was determined by GEOID03. DH3905 DH3905; North East Units Scale Factor Converg. DH3905;SPC MN S - 208,627.412 726,184.513 MT 0.99996416 -0 38 41.4 DH3905;UTM 15 - 4,870,765.797 345,999.508 MT 0.99989170 -1 20 00.1 DH3905 DH3905! - Elev Factor x Scale Factor = Combined Factor DH3905!SPC MN S - 0.99994282 x 0.99996416 = 0.99990698 DH3905!UTM 15 - 0.99994282 x 0.99989170 = 0.99983452 DH3905 DH3905 SUPERSEDED SURVEY CONTROL DH3905 DH3905.No superseded survey control is available for this station. DH3905 DH3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4600070766(NAD 83) DH3905_MARKER: DD = SURVEY DISK DH3905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3905_STAMPING: MIDWAY C DH3905_MARK LOGO: MN-033 DH3905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3905+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3905 DH3905 HISTORY - Date Condition Report By DH3905 HISTORY - 2003 MONUMENTED MN-033 DH3905 DH3905 STATION DESCRIPTION DH3905 DH3905'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3905'2.0 MILES (3.2 KM) NORTH OF MOUNTAIN LAKE, IN MIDWAY TOWNSHIP, 3.0 DH3905'MILES (4.8 KM) NORTH ALONG COUNTY ROAD 1 FROM THE JUNCTION OF COUNTY DH3905'ROAD 1 AND TRUNK HIGHW AY 60 IN MOUNTAIN LAKE, 48.9 FEET (14.9 M) WEST DH3905'OF COUNTY ROAD 1, 34.0 FEET (10.4 M) SOU TH OF FIELD ENTRANCE, 2.4 DH3905'FEET (0.7 M) EAST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3906 *********************************************************************** DH3906 DESIGNATION - MOUNTAIN LAKE C DH3906 PID - DH3906 DH3906 STATE/COUNTY- MN/COTTONWOOD DH3906 USGS QUAD - MOUNTAIN LAKE (1977) DH3906 DH3906 *CURRENT SURVEY CONTROL DH3906 ___________________________________________________________________ DH3906* NAD 83(1996)- 43 53 28.12640(N) 094 55 09.95528(W) ADJUSTED DH3906* NAVD 88 - 401.4 (meters) 1317. (feet) GPS OBS DH3906 ___________________________________________________________________ DH3906 X - -394,827.192 (meters) COMP DH3906 Y - -4,587,178.921 (meters) COMP DH3906 Z - 4,399,642.521 (meters) COMP DH3906 LAPLACE CORR- -3.13 (seconds) DEFLEC99 DH3906 ELLIP HEIGHT- 373.88 (meters) (05/30/05) GPS OBS DH3906 GEOID HEIGHT- -27.50 (meters) GEOID03 DH3906 DH3906 HORZ ORDER - FIRST DH3906 ELLP ORDER - THIRD CLASS II DH3906 DH3906.The horizontal coordinates were established by GPS observations DH3906.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3906 DH3906.The orthometric height was determined by GPS observations and a DH3906.high-resolution geoid model. DH3906 DH3906.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3906 DH3906.The Laplace correction was computed from DEFLEC99 derived deflections. DH3906 DH3906.The ellipsoidal height was determined by GPS observations DH3906.and is referenced to NAD 83. DH3906 DH3906.The geoid height was determined by GEOID03. DH3906 DH3906; North East Units Scale Factor Converg. DH3906;SPC MN S - 199,433.005 726,124.320 MT 0.99997838 -0 38 40.0 DH3906;UTM 15 - 4,861,573.501 345,829.007 MT 0.99989235 -1 19 51.5 DH3906 DH3906! - Elev Factor x Scale Factor = Combined Factor DH3906!SPC MN S - 0.99994138 x 0.99997838 = 0.99991976 DH3906!UTM 15 - 0.99994138 x 0.99989235 = 0.99983373 DH3906 DH3906 SUPERSEDED SURVEY CONTROL DH3906 DH3906.No superseded survey control is available for this station. DH3906 DH3906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4582961574(NAD 83) DH3906_MARKER: DD = SURVEY DISK DH3906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3906_STAMPING: MOUNTAIN LAKE C DH3906_MARK LOGO: MN-033 DH3906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3906+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3906 DH3906 HISTORY - Date Condition Report By DH3906 HISTORY - 2003 MONUMENTED MN-033 DH3906 DH3906 STATION DESCRIPTION DH3906 DH3906'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3906'3.0 MILES (4.8 KM) SOUTH OF MOUNTAIN LAKE, 2.85 MILES (4.59 KM) SOUTH DH3906'ALONG COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND COUNTY DH3906'ROAD 1 IN MOUNTAIN L AKE, AT THE JUNCTION OF COUNTY ROAD 1 AND 410TH DH3906'STREET, IN THE SOUTHEA ST QUADRANT OF INTERSECTION, 33.6 FEET (10.2 M) DH3906'EAST OF COUNTY ROAD 1, 37.7 FEE T SOUTH OF 410TH STREET, 16.8 FEET DH3906'(5.1 M) WEST-SOUTHWEST OF POWER-POLE, 1.0 F EET WEST OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3907 *********************************************************************** DH3907 DESIGNATION - MOUNTAIN LAKE NW DH3907 PID - DH3907 DH3907 STATE/COUNTY- MN/COTTONWOOD DH3907 USGS QUAD - MOUNTAIN LAKE (1977) DH3907 DH3907 *CURRENT SURVEY CONTROL DH3907 ___________________________________________________________________ DH3907* NAD 83(1996)- 43 55 46.27507(N) 094 58 44.73437(W) ADJUSTED DH3907* NAVD 88 - 410.9 (meters) 1348. (feet) GPS OBS DH3907 ___________________________________________________________________ DH3907 X - -399,347.441 (meters) COMP DH3907 Y - -4,583,826.100 (meters) COMP DH3907 Z - 4,402,721.146 (meters) COMP DH3907 LAPLACE CORR- -3.39 (seconds) DEFLEC99 DH3907 ELLIP HEIGHT- 383.50 (meters) (05/30/05) GPS OBS DH3907 GEOID HEIGHT- -27.43 (meters) GEOID03 DH3907 DH3907 HORZ ORDER - FIRST DH3907 ELLP ORDER - THIRD CLASS II DH3907 DH3907.The horizontal coordinates were established by GPS observations DH3907.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3907 DH3907.The orthometric height was determined by GPS observations and a DH3907.high-resolution geoid model. DH3907 DH3907.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3907 DH3907.The Laplace correction was computed from DEFLEC99 derived deflections. DH3907 DH3907.The ellipsoidal height was determined by GPS observations DH3907.and is referenced to NAD 83. DH3907 DH3907.The geoid height was determined by GEOID03. DH3907 DH3907; North East Units Scale Factor Converg. DH3907;SPC MN S - 203,752.084 721,381.906 MT 0.99997153 -0 41 10.6 DH3907;UTM 15 - 4,865,948.793 341,139.048 MT 0.99991040 -1 22 24.0 DH3907 DH3907! - Elev Factor x Scale Factor = Combined Factor DH3907!SPC MN S - 0.99993987 x 0.99997153 = 0.99991140 DH3907!UTM 15 - 0.99993987 x 0.99991040 = 0.99985027 DH3907 DH3907 SUPERSEDED SURVEY CONTROL DH3907 DH3907.No superseded survey control is available for this station. DH3907 DH3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4113965949(NAD 83) DH3907_MARKER: DD = SURVEY DISK DH3907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3907_STAMPING: MOUNTAIN LAKE NW DH3907_MARK LOGO: MN-033 DH3907_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3907+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3907 DH3907 HISTORY - Date Condition Report By DH3907 HISTORY - 2003 MONUMENTED MN-033 DH3907 DH3907 STATION DESCRIPTION DH3907 DH3907'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3907'2.0 MILES (3.2 KM) WEST OF MOUNTAIN LAKE, 0.22 MILES (0.35 KM) NORTH DH3907'ALONG 550TH AVENUE F ROM THE JUNCTION OF TRUNK HIGHWAY 60 AND 550TH DH3907'AVENUE WEST OF MOUNTAIN LAKE, 35.0 FEET (10.7 M) EAST OF 550TH AVENUE, DH3907'14.5 FEET (4.4 M) NORTH OF FIELD ENTRAN CE, 1.0 FEET (0.3 M) WEST OF DH3907'WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OP0405 *********************************************************************** OP0405 DESIGNATION - N 128 OP0405 PID - OP0405 OP0405 STATE/COUNTY- MN/COTTONWOOD OP0405 USGS QUAD - DUNDEE (1981) OP0405 OP0405 *CURRENT SURVEY CONTROL OP0405 ___________________________________________________________________ OP0405* NAD 83(1996)- 43 51 44.30642(N) 095 27 27.46970(W) ADJUSTED OP0405* NAVD 88 - 430.543 (meters) 1412.54 (feet) ADJUSTED OP0405 ___________________________________________________________________ OP0405 X - -438,111.332 (meters) COMP OP0405 Y - -4,585,500.191 (meters) COMP OP0405 Z - 4,397,353.248 (meters) COMP OP0405 LAPLACE CORR- -3.19 (seconds) DEFLEC99 OP0405 ELLIP HEIGHT- 403.63 (meters) (10/22/03) GPS OBS OP0405 GEOID HEIGHT- -26.89 (meters) GEOID03 OP0405 DYNAMIC HT - 430.445 (meters) 1412.22 (feet) COMP OP0405 MODELED GRAV- 980,378.3 (mgal) NAVD 88 OP0405 OP0405 HORZ ORDER - FIRST OP0405 VERT ORDER - SECOND CLASS 0 OP0405 ELLP ORDER - THIRD CLASS I OP0405 OP0405.The horizontal coordinates were established by GPS observations OP0405.and adjusted by the MN DEPT OF TRANSP in October 2003. OP0405 OP0405.The orthometric height was determined by differential leveling OP0405.and adjusted by the National Geodetic Survey in June 1991. OP0405 OP0405.The X, Y, and Z were computed from the position and the ellipsoidal ht. OP0405 OP0405.The Laplace correction was computed from DEFLEC99 derived deflections. OP0405 OP0405.The ellipsoidal height was determined by GPS observations OP0405.and is referenced to NAD 83. OP0405 OP0405.The geoid height was determined by GEOID03. OP0405 OP0405.The dynamic height is computed by dividing the NAVD 88 OP0405.geopotential number by the normal gravity value computed on the OP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OP0405.degrees latitude (g = 980.6199 gals.). OP0405 OP0405.The modeled gravity was interpolated from observed gravity values. OP0405 OP0405; North East Units Scale Factor Converg. OP0405;SPC MN S - 196,858.042 682,827.078 MT 0.99998382 -1 01 18.1 OP0405;UTM 15 - 4,859,515.742 302,504.053 MT 1.00007976 -1 42 12.6 OP0405 OP0405! - Elev Factor x Scale Factor = Combined Factor OP0405!SPC MN S - 0.99993671 x 0.99998382 = 0.99992053 OP0405!UTM 15 - 0.99993671 x 1.00007976 = 1.00001647 OP0405 OP0405 SUPERSEDED SURVEY CONTROL OP0405 OP0405 NAVD 88 (10/22/03) 430.54 (m) 1412.5 (f) LEVELING 3 OP0405 NGVD 29 (??/??/92) 430.382 (m) 1412.01 (f) ADJ UNCH 2 0 OP0405 OP0405.Superseded values are not recommended for survey control. OP0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OP0405.See file dsdata.txt to determine how the superseded data were derived. OP0405 OP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0250459516(NAD 83) OP0405_MARKER: DB = BENCH MARK DISK OP0405_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES OP0405_SP_SET: BOX CULVERT OP0405_STAMPING: N 128 1934 OP0405_MARK LOGO: CGS OP0405_MAGNETIC: N = NO MAGNETIC MATERIAL OP0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO OP0405+STABILITY: SURFACE MOTION OP0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OP0405+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004 OP0405 OP0405 HISTORY - Date Condition Report By OP0405 HISTORY - 1934 MONUMENTED CGS OP0405 HISTORY - 1974 GOOD MNDT OP0405 HISTORY - 20030508 GOOD MNDT OP0405 HISTORY - 20040623 GOOD MNDT OP0405 OP0405 STATION DESCRIPTION OP0405 OP0405'DESCRIBED BY MN DEPT OF TRANSP 1974 OP0405'1.6 MI NE FROM DUNDEE. OP0405'IN COTTONWOOD COUNTY, ABOUT 1.6 MILES NORTHEAST ALONG T.H. 62 FROM THE OP0405'CITY WELL AT DUNDEE, NOBLES COUNTY, ABOUT 1/4 MILE EAST OF THE OP0405'INTERSECTION OF THE ROAD FROM DUNDEE, AT A 10 FOOT CONCRETE BOX OP0405'CULVERT, SOUTHEAST CORNER HEADWALL OF BRIDGE 499 OVER THE TALCOLT LAKE OP0405'INLET, 24 FEET SOUTH OF THE CENTERLINE OF T.H. 62 STA. 413+37, .25 OP0405'MILES EAST OF WEST COTTONWOOD COUNTY LINE, 15.2 FEET EAST OF A WOOD OP0405'WITNESS POST, 4.8 FEET BELOW THE LEVEL OF THE ROADWAY, T.H. 62 MILE OP0405'POINT 6.9. A STANDARD DISK STAMPED N 128 1934. NW 1/4, SEC 31, T OP0405'105N, R 38W. OP0405 OP0405 STATION RECOVERY (2003) OP0405 OP0405'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JBG) OP0405'THE MARK WAS RECOVERED AS DESCRIBED. OP0405 OP0405 STATION RECOVERY (2004) OP0405 OP0405'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OP0405'1.6 MILES NORTHEAST OF DUNDEE, 0.25 MILE EAST OF COUNTY LINE, IN OP0405'SOUTHEAST CORNER OF TRUNK HIGHWAY 62 BOX CULVERT 499 OVER TALCOT LAKE OP0405'INLET, 24 FEET SOUTH OF THE CENTER OF TRUNK HIGHWAY 62 AT MILEPOINT OP0405'6.9, 15.2 FEET EAST OF BRIDGE NUMBER 499 WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3908 *********************************************************************** DH3908 DESIGNATION - ROSE HILL C DH3908 PID - DH3908 DH3908 STATE/COUNTY- MN/COTTONWOOD DH3908 USGS QUAD - HERON LAKE NW (1970) DH3908 DH3908 *CURRENT SURVEY CONTROL DH3908 ___________________________________________________________________ DH3908* NAD 83(1996)- 43 58 40.97340(N) 095 24 04.53484(W) ADJUSTED DH3908* NAVD 88 - 433.3 (meters) 1422. (feet) GPS OBS DH3908 ___________________________________________________________________ DH3908 X - -432,760.104 (meters) COMP DH3908 Y - -4,577,049.637 (meters) COMP DH3908 Z - 4,406,618.969 (meters) COMP DH3908 LAPLACE CORR- -2.75 (seconds) DEFLEC99 DH3908 ELLIP HEIGHT- 406.45 (meters) (05/30/05) GPS OBS DH3908 GEOID HEIGHT- -26.89 (meters) GEOID03 DH3908 DH3908 HORZ ORDER - FIRST DH3908 ELLP ORDER - THIRD CLASS II DH3908 DH3908.The horizontal coordinates were established by GPS observations DH3908.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3908 DH3908.The orthometric height was determined by GPS observations and a DH3908.high-resolution geoid model. DH3908 DH3908.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3908 DH3908.The Laplace correction was computed from DEFLEC99 derived deflections. DH3908 DH3908.The ellipsoidal height was determined by GPS observations DH3908.and is referenced to NAD 83. DH3908 DH3908.The geoid height was determined by GEOID03. DH3908 DH3908; North East Units Scale Factor Converg. DH3908;SPC MN S - 209,636.610 687,578.476 MT 0.99996350 -0 58 55.9 DH3908;UTM 15 - 4,872,237.901 307,408.075 MT 1.00005622 -1 40 04.5 DH3908 DH3908! - Elev Factor x Scale Factor = Combined Factor DH3908!SPC MN S - 0.99993627 x 0.99996350 = 0.99989977 DH3908!UTM 15 - 0.99993627 x 1.00005622 = 0.99999249 DH3908 DH3908 SUPERSEDED SURVEY CONTROL DH3908 DH3908.No superseded survey control is available for this station. DH3908 DH3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0740872238(NAD 83) DH3908_MARKER: DD = SURVEY DISK DH3908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3908_STAMPING: ROSE HILL C 2003 DH3908_MARK LOGO: MN-033 DH3908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3908+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3908 DH3908 HISTORY - Date Condition Report By DH3908 HISTORY - 2003 MONUMENTED MN-033 DH3908 DH3908 STATION DESCRIPTION DH3908 DH3908'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3908'6.0 MILES (9.7 KM) SOUTH-SOUTHEAST OF WESTBROOK, IN ROSE HILL DH3908'TOWNSHIP, 4.0 MIL ES SOUTH ALONG COUNTY STATE AID HIGHWAY 7 FROM THE DH3908'JUNCTION OF COUNTY STATE AID HIGHWAY 7 AND TRUNK HIGHWAY 30 IN DH3908'WESTBROOK, 2.0 MILES (3.2 KM) EAST ON COUNTY ROAD 56, 80.5 FEET (24.5 DH3908'M) WEST OF COUNTY ROAD 66, 44.1 FEET (13.4 M) NORTH O F COUNTY ROAD DH3908'56, 16.0 FEET (4.9 M) WEST OF FIELD ENTRANCE, 7.0 FEET (2.1 M) DH3908'WEST-SOUT HWEST OF FENCE GATE POST, 2.0 FEET (0.6 M) SOUTH OF WITNESS DH3908'POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3909 *********************************************************************** DH3909 DESIGNATION - ROSE HILL NE DH3909 PID - DH3909 DH3909 STATE/COUNTY- MN/COTTONWOOD DH3909 USGS QUAD - STORDEN (1967) DH3909 DH3909 *CURRENT SURVEY CONTROL DH3909 ___________________________________________________________________ DH3909* NAD 83(1996)- 44 01 17.20508(N) 095 20 45.36931(W) ADJUSTED DH3909* NAVD 88 - 422.9 (meters) 1387. (feet) GPS OBS DH3909 ___________________________________________________________________ DH3909 X - -428,027.584 (meters) COMP DH3909 Y - -4,574,122.592 (meters) COMP DH3909 Z - 4,410,080.596 (meters) COMP DH3909 LAPLACE CORR- -2.95 (seconds) DEFLEC99 DH3909 ELLIP HEIGHT- 395.98 (meters) (05/30/05) GPS OBS DH3909 GEOID HEIGHT- -26.94 (meters) GEOID03 DH3909 DH3909 HORZ ORDER - FIRST DH3909 ELLP ORDER - THIRD CLASS II DH3909 DH3909.The horizontal coordinates were established by GPS observations DH3909.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3909 DH3909.The orthometric height was determined by GPS observations and a DH3909.high-resolution geoid model. DH3909 DH3909.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3909 DH3909.The Laplace correction was computed from DEFLEC99 derived deflections. DH3909 DH3909.The ellipsoidal height was determined by GPS observations DH3909.and is referenced to NAD 83. DH3909 DH3909.The geoid height was determined by GEOID03. DH3909 DH3909; North East Units Scale Factor Converg. DH3909;SPC MN S - 214,383.194 692,096.021 MT 0.99995692 -0 56 36.3 DH3909;UTM 15 - 4,876,930.415 311,982.560 MT 1.00003480 -1 37 50.6 DH3909 DH3909! - Elev Factor x Scale Factor = Combined Factor DH3909!SPC MN S - 0.99993791 x 0.99995692 = 0.99989484 DH3909!UTM 15 - 0.99993791 x 1.00003480 = 0.99997271 DH3909 DH3909 SUPERSEDED SURVEY CONTROL DH3909 DH3909.No superseded survey control is available for this station. DH3909 DH3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1198376930(NAD 83) DH3909_MARKER: DD = SURVEY DISK DH3909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3909_STAMPING: ROSE HILL NE DH3909_MARK LOGO: MN-033 DH3909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3909+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3909 DH3909 HISTORY - Date Condition Report By DH3909 HISTORY - 2003 MONUMENTED MN-033 DH3909 DH3909 STATION DESCRIPTION DH3909 DH3909'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3909'2.0 MILES (3.2 KM) SOUTHWEST OF STORDEN, IN ROSE HILL TOWNSHIP, 1.0 DH3909'MILES (1.6 KM) WEST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK DH3909'HIGHWAY 30 AND COUNT Y STATE AID HIGHWAY 5 IN STORDEN, THEN 1.0 MILES DH3909'(1.6 KM) SOUTH ON 370TH AVENUE , THEN 0.25 MILES (0.40 KM) WEST ON DH3909'320TH STREET, 23.2 FEET (7.1 M) SOUTH OF 320TH STREE T, 1.0 FEET (0.3 DH3909'M) NORTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PQ1007 *********************************************************************** PQ1007 CBN - This is a Cooperative Base Network Control Station. PQ1007 DESIGNATION - SCARSET PQ1007 PID - PQ1007 PQ1007 STATE/COUNTY- MN/COTTONWOOD PQ1007 USGS QUAD - STORDEN (1967) PQ1007 PQ1007 *CURRENT SURVEY CONTROL PQ1007 ___________________________________________________________________ PQ1007* NAD 83(1996)- 44 04 46.11490(N) 095 22 01.98754(W) ADJUSTED PQ1007* NAVD 88 - 429.2 (meters) 1408. (feet) GPS OBS PQ1007 ___________________________________________________________________ PQ1007 X - -429,307.682 (meters) COMP PQ1007 Y - -4,569,503.965 (meters) COMP PQ1007 Z - 4,414,719.599 (meters) COMP PQ1007 LAPLACE CORR- -2.75 (seconds) DEFLEC99 PQ1007 ELLIP HEIGHT- 402.29 (meters) (01/15/97) GPS OBS PQ1007 GEOID HEIGHT- -26.93 (meters) GEOID03 PQ1007 PQ1007 HORZ ORDER - B PQ1007 ELLP ORDER - FOURTH CLASS I PQ1007 PQ1007.The horizontal coordinates were established by GPS observations PQ1007.and adjusted by the National Geodetic Survey in January 1997. PQ1007 PQ1007.The orthometric height was determined by GPS observations and a PQ1007.high-resolution geoid model. PQ1007 PQ1007.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1007 PQ1007.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1007 PQ1007.The ellipsoidal height was determined by GPS observations PQ1007.and is referenced to NAD 83. PQ1007 PQ1007.The geoid height was determined by GEOID03. PQ1007 PQ1007; North East Units Scale Factor Converg. PQ1007;SPC MN S - 220,858.261 690,497.766 MT 0.99994900 -0 57 30.0 PQ1007;UTM 15 - 4,883,424.765 310,462.055 MT 1.00004185 -1 38 50.1 PQ1007 PQ1007! - Elev Factor x Scale Factor = Combined Factor PQ1007!SPC MN S - 0.99993692 x 0.99994900 = 0.99988593 PQ1007!UTM 15 - 0.99993692 x 1.00004185 = 0.99997877 PQ1007 PQ1007: Primary Azimuth Mark Grid Az PQ1007:SPC MN S - SCARSET AZ MK 092 11 53.0 PQ1007:UTM 15 - SCARSET AZ MK 092 53 13.1 PQ1007 PQ1007|---------------------------------------------------------------------| PQ1007| PID Reference Object Distance Geod. Az | PQ1007| dddmmss.s | PQ1007| PQ1006 NORGE NORWEGIAN LUTH CH SPIRE APPROX. 4.6 KM 0195714.5 | PQ1007| CO8711 SCARSET RM 4 24.690 METERS 02733 | PQ1007| CO8708 SCARSET RM 1 40.935 METERS 06910 | PQ1007| PQ1014 SCARSET AZ MK APPROX. 1.3 KM 0911423.0 | PQ1007| PQ0981 JEFFERS MUNICIPAL TANK APPROX.14.1 KM 0985122.4 | PQ1007| PQ1015 WESTBROOK MUNICIPAL TANK APPROX. 6.9 KM 2311444.1 | PQ1007| CO8709 SCARSET RM 2 36.827 METERS 27017 | PQ1007| CO8710 SCARSET RM 3 24.655 METERS 33429 | PQ1007|---------------------------------------------------------------------| PQ1007 PQ1007 SUPERSEDED SURVEY CONTROL PQ1007 PQ1007 NAD 83(1986)- 44 04 46.10686(N) 095 22 01.97583(W) AD( ) 1 PQ1007 NAD 27 - 44 04 46.26600(N) 095 22 00.98100(W) AD( ) 1 PQ1007 NGVD 29 (07/19/86) 429.1 (m) 1408. (f) VERT ANG PQ1007 PQ1007.Superseded values are not recommended for survey control. PQ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ1007.See file dsdata.txt to determine how the superseded data were derived. PQ1007 PQ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1046283425(NAD 83) PQ1007_MARKER: DS = TRIANGULATION STATION DISK PQ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ1007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT PQ1007_STAMPING: SCARSET 1934 PQ1007_MARK LOGO: MNDT PQ1007_PROJECTION: RECESSED 15 CENTIMETERS PQ1007_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT PQ1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1007+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 PQ1007 PQ1007 HISTORY - Date Condition Report By PQ1007 HISTORY - 1934 MONUMENTED MNDT PQ1007 HISTORY - 1934 GOOD CGS PQ1007 HISTORY - 1967 GOOD MNHD PQ1007 HISTORY - 1981 GOOD MNDT PQ1007 HISTORY - 19940518 GOOD MNDT PQ1007 HISTORY - 20030512 GOOD MNDT PQ1007 HISTORY - 20030812 GOOD MNDT PQ1007 HISTORY - 20040701 GOOD MNDT PQ1007 PQ1007 STATION DESCRIPTION PQ1007 PQ1007'DESCRIBED BY MN DEPT OF TRANSP 1934 (CIA) PQ1007'STATION IS LOCATED IN THE N SIDE OF NE 1/4 OF SEC. 14, T 107 PQ1007'N, R 38 W, ABOUT 1/2 MILE NE OF BEAN LAKE, 2-3/4 MILES N, 2-1/4 PQ1007'MILES W OF STORDEN, ON LAND OWNED BY WALTER RISTWOOD, AND PQ1007'RENTED BY AXEL SCARSET WHO LIVES 1/2 MILE W OF STATION. PQ1007' PQ1007'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD PQ1007'BRONZE DISKS SET IN CONCRETE. PQ1007' PQ1007'STATION IS 0.15 MILE E OF DRIVEWAY TO MR. JUNKS HOUSE, 28 PQ1007'FEET S OF CENTER LINE OF E-W ROAD, AND 1.5 FEET S OF S PQ1007'RIGHT-OF-WAY FENCE. MARK IS FLUSH WITH GROUND. PQ1007' PQ1007'REFERENCE MARK NO. 1 IS 40.935 METERS (134.30 FEET) ENE OF PQ1007'STATION, 19.5 FEET N OF CENTER LINE OF E-W ROAD, AND 1 FOOT N PQ1007'OF THE N RIGHT-OF-WAY FENCE. MARK PROJECTS APPROXIMATELY 8 PQ1007'INCHES ABOVE GROUND. PQ1007' PQ1007'REFERENCE MARK NO. 2 IS 36.827 METERS, (120.82) FEET DIRECTLY PQ1007'W OF STATION, 28 FEET S OF CENTER LINE OF E-W ROAD, 4 FEET PQ1007'SE OF TELEPHONE POLE, AND 1-1/2 FEET S OF S RIGHT-OF-WAY FENCE. PQ1007'MARK IS FLUSH WITH GROUND. PQ1007' PQ1007'REACHED FROM THE SCHOOLHOUSE AT THE W EDGE OF STORDEN BY PQ1007'GOING N ON COUNTY HIGHWAY B, 2.9 MILES TO CROSSROADS, THEN PQ1007'TURN LEFT AND GO W ON DIRT ROAD 2.3 MILES TO STATION ON LEFT. PQ1007' PQ1007'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS. PQ1007 PQ1007 STATION RECOVERY (1934) PQ1007 PQ1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA) PQ1007'AZIMUTH MARK IS 0.8 MILE DIRECTLY E OF STATION, 93 FEET S OF PQ1007'CENTER LINE OF E-W ROAD LEADING TO STATION, 1.0 FOOT W OF PQ1007'N-S FENCE. MARK PROJECTS 8 INCHES ABOVE THE GROUND. PQ1007 PQ1007 STATION RECOVERY (1967) PQ1007 PQ1007'RECOVERY NOTE BY MN HIGHWAY DEPT 1967 (NGF) PQ1007'STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK FOUND PQ1007'IN GOOD CONDITION. PQ1007' PQ1007'REFERENCE MARK NO. 1 WAS NOT FOUND. PQ1007' PQ1007'ADDITIONS TO DESCRIPTION FOLLOW--STATION MARK IS NOW BURIED PQ1007'0.6 FOOT, IS 1.5 FEET SOUTH OF A STEEL WITNESS POST AND 38 PQ1007'FEET SOUTH OF THE CENTERLINE OF E-W ROAD. PQ1007' PQ1007'R.M. NO. 2 IS FLUSH WITH GROUND, 38 FEET SOUTH OF THE CENTERLINE PQ1007'OF E-W ROAD, AND 2.7 FEET SW OF A STEEL FENCE POST PAINTED PQ1007'YELLOW. PQ1007' PQ1007'THE AZIMUTH MARK PROJECTS 0.7 FOOT AND IS 96 FEET SOUTH OF PQ1007'THE CENTERLINE OF A E-W ROAD. PQ1007 PQ1007 STATION RECOVERY (1981) PQ1007 PQ1007'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH) PQ1007'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND THE PQ1007'AZIMUTH MARK WAS FOUND TIPPED SLIGHTLY TO THE NORTH. REFERENCE MARK PQ1007'NUMBER 1 WAS NOT FOUND AND REFERENCE MARK NUMBER 2 WAS FOUND DESTROYED PQ1007'AND THE DISK WAS REMOVED AT THIS TIME. REFERENCE MARK NUMBER 3 AND PQ1007'REFERENCE MARK NUMBER 4 WERE SET AT THIS TIME. A NEW COMPLETE PQ1007'DESCRIPTION FOLLOWS. PQ1007' PQ1007'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF THE TOWN OF STORDEN, PQ1007'IN THE NE 1/4 OF SECTION 14, T107N, R38W, ON THE SOUTH RIGHT-OF-WAY OF PQ1007'A GRAVEL ROAD. PQ1007' PQ1007'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY PQ1007'ROAD 5 IN STORDEN, GO NORTH ON COUNTY ROAD 5 FOR 3.0 MILES TO A GRAVEL PQ1007'CROSSROAD, TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR 2.3 MILES TO A PQ1007'FIELD ENTRANCE AND THE STATION ON THE LEFT. PQ1007' PQ1007'THE STATION MARK, A STANDARD CGS TRIANGULATION STATION DISK PQ1007'STAMPED---SCARSET 1934---, IS SET IN THE TOP OF A 12 INCH SQUARE PQ1007'CONCRETE MONUMENT THAT IS BURIED 0.5 FOOT BELOW THE SURFACE OF THE PQ1007'GROUND. THE MARK IS 37 FEET SOUTH OF THE CENTER OF THE ROAD, 15 FEET PQ1007'EAST OF THE CENTER OF A FIELD ENTRANCE, AND 3.3 FEET WEST OF A STEEL PQ1007'WITNESS POST. PQ1007' PQ1007'REFERENCE MARK NUMBER 3, A STANDARD MNDT REFERENCE MARK DISK PQ1007'STAMPED---SCARSET 1934 NO 3 1980---, IS SET IN THE TOP OF A 12 INCH PQ1007'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. PQ1007'THE MARK IS 35 FEET NORTH OF THE CENTER OF THE ROAD, 2.4 FEET PQ1007'SOUTHEAST OF A STEEL POST PAINTED YELLOW, 1.3 FEET SOUTH OF A FENCE, PQ1007'AND 32.7 FEET WEST-NORTHWEST OF A STEEL WITNESS POST. PQ1007' PQ1007'REFERENCE MARK NUMBER 4, A STANDARD MNDT REFERENCE MARK DISK PQ1007'STAMPED---SCARSET 1934 NO 4 1980---, IS SET IN THE TOP OF A 12 INCH PQ1007'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. PQ1007'THE MARK IS 35 FEET NORTH OF THE CENTER OF THE ROAD, 4.1 FEET PQ1007'WEST-SOUTHWEST OF A STEEL POST PAINTED YELLOW, 1.8 FEET SOUTH OF A PQ1007'FENCE, AND 80.2 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST. PQ1007' PQ1007'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL ROAD PQ1007'FOR 0.8 MILE TO THE MARK ON THE RIGHT. PQ1007' PQ1007'THE AZIMUTH MARK, A STANDARD CGS REFERENCE MARK DISK PQ1007'STAMPED---SCARSET 1934 AZI---, IS SET IN THE TOP OF A 12 INCH SQUARE PQ1007'CONCRETE MONUMENT THAT PROJECTS 1.5 FEET ABOVE THE SURFACE OF THE PQ1007'GROUND. THE MARK IS 95 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, PQ1007'73.0 FEET SOUTH OF THE END OF A 12 INCH DIAMETER METAL CULVERT, AND PQ1007'1.7 FEET NORTH OF A STEEL WITNESS POST. THE MARK IS TIPPED SLIGHTLY PQ1007'TOWARDS THE NORTH. PQ1007' PQ1007'A STEEL ROD BURIED ADJACENT TO THE CONCRETE MONUMENTS MAKE THE STATION PQ1007'MARK AND AZIMUTH MARK MAGNETIC. A STEEL ROD SET IN THE CONCRETE PQ1007'MONUMENTS MAKE THE REFERENCE MARKS MAGNETIC. PQ1007 PQ1007 STATION RECOVERY (1994) PQ1007 PQ1007'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) PQ1007'THE STATION, RM 3, AND RM 4 WERE RECOVERED IN GOOD CONDITION AS PQ1007'DESCRIBED. THE CHAINED DISTANCES BETWEEN STATION SCARSET, RM 3, AND PQ1007'RM 4 CHECKED. RECOVERY NOTE BY DAVID K. HERDER, TYPED BY G.W.O. PQ1007 PQ1007 STATION RECOVERY (2003) PQ1007 PQ1007'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (LAS) PQ1007'THE MARK WAS RECOVERED AS DESCRIBED. WITNESS POST DAMAGED BY FARM PQ1007'MACHINERY, MONUMENT HIT BY DISK, RM 4 OK. PQ1007 PQ1007 STATION RECOVERY (2003) PQ1007 PQ1007'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP) PQ1007'4 MILES NORTHWEST OF STORDEN, 3.0 MILES NORTH ALONG COUNTY ROAD 5 FROM PQ1007'JUNCTION OF COUNTY ROAD 5 AND TRUNK HIGHWAY 30 IN STORDEN, THEN 2.25 PQ1007'MILES WEST ON GRAVEL ROAD, 37 FEET SOUTH OF GRAVEL ROAD, 15 FEET EAST PQ1007'OF FIELD ENTRANCE, 3.3 FEET WEST OF WITNESS POST, 80.88 FEET SOUTHEAST PQ1007'OF REFERENCE MARK 3, 81.01 FEET SOUTHWEST OF REFERENCE MARK 4 PQ1007 PQ1007 STATION RECOVERY (2004) PQ1007 PQ1007'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PQ1007'4.0 MILES (6.4 KM) NORTHWEST OF STORDEN, 3.0 MILES (4.8 KM) NORTH PQ1007'ALONG COUNTY ROAD 5 FR OM JUNCTION OF COUNTY ROAD 5 AND TRUNK HIGHWAY PQ1007'30 IN STORDEN, THEN 2.2 5 MILES (8.0 KM) WEST ON 280TH STREET (GRAVEL PQ1007'ROAD) , 37 FEET (11.3 M) SOUTH OF 280TH STR EET, 15 FEET (4.6 M) EAST PQ1007'OF FIELD ENTRANCE, 3.3 FEET (1.0 M) WEST OF WITNESS POST, 80 .88 FEET PQ1007'(26.82 CM) SOUTHEAST OF REFERENCE MARK 3, 81.01 FEET (24.69 M) PQ1007'SOUTHWEST OF REFERE NCE MARK 4 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PQ0982 *********************************************************************** PQ0982 DESIGNATION - SCHMITH PQ0982 PID - PQ0982 PQ0982 STATE/COUNTY- MN/COTTONWOOD PQ0982 USGS QUAD - JEFFERS (1980) PQ0982 PQ0982 *CURRENT SURVEY CONTROL PQ0982 ___________________________________________________________________ PQ0982* NAD 83(1996)- 44 00 24.25005(N) 095 12 49.09447(W) ADJUSTED PQ0982* NAVD 88 - 477.4 (meters) 1566. (feet) GPS OBS PQ0982 ___________________________________________________________________ PQ0982 X - -417,571.348 (meters) COMP PQ0982 Y - -4,576,268.669 (meters) COMP PQ0982 Z - 4,408,942.819 (meters) COMP PQ0982 LAPLACE CORR- -3.31 (seconds) DEFLEC99 PQ0982 ELLIP HEIGHT- 450.29 (meters) (05/30/05) GPS OBS PQ0982 GEOID HEIGHT- -27.10 (meters) GEOID03 PQ0982 PQ0982 HORZ ORDER - FIRST PQ0982 ELLP ORDER - THIRD CLASS II PQ0982 PQ0982.The horizontal coordinates were established by GPS observations PQ0982.and adjusted by the MN DEPT OF TRANSP in May 2005. PQ0982 PQ0982.The orthometric height was determined by GPS observations and a PQ0982.high-resolution geoid model. PQ0982 PQ0982.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ0982 PQ0982.The Laplace correction was computed from DEFLEC99 derived deflections. PQ0982 PQ0982.The ellipsoidal height was determined by GPS observations PQ0982.and is referenced to NAD 83. PQ0982 PQ0982.The geoid height was determined by GEOID03. PQ0982 PQ0982; North East Units Scale Factor Converg. PQ0982;SPC MN S - 212,582.950 702,677.340 MT 0.99995909 -0 51 02.4 PQ0982;UTM 15 - 4,875,003.239 322,542.075 MT 0.99998733 -1 32 17.9 PQ0982 PQ0982! - Elev Factor x Scale Factor = Combined Factor PQ0982!SPC MN S - 0.99992940 x 0.99995909 = 0.99988849 PQ0982!UTM 15 - 0.99992940 x 0.99998733 = 0.99991673 PQ0982 PQ0982: Primary Azimuth Mark Grid Az PQ0982:SPC MN S - SCHMITH AZ MK 110 46 35.1 PQ0982:UTM 15 - SCHMITH AZ MK 111 27 50.6 PQ0982 PQ0982|---------------------------------------------------------------------| PQ0982| PID Reference Object Distance Geod. Az | PQ0982| dddmmss.s | PQ0982| PQ0981 JEFFERS MUNICIPAL TANK APPROX. 6.1 KM 0150229.0 | PQ0982| CO8724 SCHMITH RM 1 50.227 METERS 09249 | PQ0982| PQ0988 SCHMITH AZ MK APPROX. 1.1 KM 1095532.7 | PQ0982| OP0718 WINDOM COTTONWOOD CTHSE STATUE APPROX.17.5 KM 1533504.6 | PQ0982| OP0767 HERON LAKE MUNICIPAL TANK APPROX.25.2 KM 1994653.4 | PQ0982| CO8725 SCHMITH RM 2 50.754 METERS 24411 | PQ0982|---------------------------------------------------------------------| PQ0982 PQ0982 SUPERSEDED SURVEY CONTROL PQ0982 PQ0982 NAD 83(1996)- 44 00 24.39100(N) 095 12 49.10241(W) AD( ) 1 PQ0982 NAD 83(1986)- 44 00 24.38507(N) 095 12 49.09150(W) AD( ) 1 PQ0982 NAD 27 - 44 00 24.54200(N) 095 12 48.11800(W) AD( ) 1 PQ0982 NGVD 29 (07/19/86) 477.6 (m) 1567. (f) VERT ANG PQ0982 PQ0982.Superseded values are not recommended for survey control. PQ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ0982.See file dsdata.txt to determine how the superseded data were derived. PQ0982 PQ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2254275003(NAD 83) PQ0982_MARKER: DS = TRIANGULATION STATION DISK PQ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ0982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT PQ0982_STAMPING: SCHMITH 1934 PQ0982_MARK LOGO: NGS PQ0982_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT PQ0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ0982+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004 PQ0982 PQ0982 HISTORY - Date Condition Report By PQ0982 HISTORY - 1934 MONUMENTED NGS PQ0982 HISTORY - 1966 GOOD USGS PQ0982 HISTORY - 1967 GOOD MNHD PQ0982 HISTORY - 1981 GOOD MNDT PQ0982 HISTORY - 20020416 GOOD DUCKS PQ0982 HISTORY - 20040630 GOOD MNDT PQ0982 PQ0982 STATION DESCRIPTION PQ0982 PQ0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 (CIA) PQ0982'STATION IS IN THE SE 1/4 OF THE SW 1/4 OF SEC. 6, T 106 N, PQ0982'R 36 N, ABOUT 3-1/2 MILES S AND 1/2 MILE W OF JEFFERS AND PQ0982'ABOUT 10 MILES N AND 4-1/2 MILES W OF WINDOM. PQ0982' PQ0982'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD PQ0982'BRONZE DISKS SET IN CONCRETE. PQ0982' PQ0982'REFERENCE MARK NO. 1 IS 164.70 FEET E OF STATION, 1.7 FEET PQ0982'N OF FENCE, 29.3 FEET N OF CENTER LINE OF ROAD, 2.3 FEET W PQ0982'OF FENCE, 2.5 FEET NW OF FENCE CORNER, IN SE CORNER OF BARNYARD. PQ0982' PQ0982'REFERENCE MARK NO. 2 IS 166.52 FEET W BY S OF STATION AND PQ0982'26.0 FEET S OF CENTER LINE OF ROAD. PQ0982' PQ0982'AZIMUTH MARK IS 0.7 MILE E BY S OF STATION. TO REACH, GO PQ0982'E 0.7 MILE, TURN RIGHT (S), GO 0.2 MILE TO SCHOOLHOUSE AND PQ0982'MARK ON W. MARK IS 3.3 FEET E OF FENCE, 43.7 FEET S OF FENCE PQ0982'CORNER, 197.0 FEET W OF CENTER LINE OF ROAD, AND 66.0 FEET NW PQ0982'OF NW CORNER OF SCHOOLHOUSE. PQ0982' PQ0982'ALL MARKS ARE FLUSH WITH THE GROUND. PQ0982' PQ0982'TO REACH THE STATION FROM THE NW CORNER OF THE TOWN SQUARE IN PQ0982'WINDOM, GO N ON U.S. HIGHWAY 71 FOR 9.6 MILES, TURN LEFT (W), PQ0982'GO 4.6 MILES TO A RED BARN AND STATION ON N. MARK IS 42.0 PQ0982'FEET N OF CENTER LINE OF ROAD, 14.0 FEET N OF FENCE, AND 33.4 PQ0982'FEET W OF CENTER LINE OF DRIVEWAY INTO BARNYARD. PQ0982' PQ0982'HEIGHT OF LIGHT ABOVE STATION MARK - 23.8 METERS. PQ0982 PQ0982 STATION RECOVERY (1966) PQ0982 PQ0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (JKP) PQ0982'STATION, RM1, RM2 AND AZIMUTH MARK RECOVERED AS DESCRIBED IN GOOD PQ0982'CONDITION. PQ0982 PQ0982 STATION RECOVERY (1967) PQ0982 PQ0982'RECOVERY NOTE BY MN HIGHWAY DEPT 1967 (DKH) PQ0982'ALL MARKS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION PQ0982'FOLLOWS-- PQ0982' PQ0982'THE STATION MARK IS 43.5 FT. NORTH OF CENTERLINE OF ROAD, 34.0 PQ0982'FT. WEST OF CENTER OF FARM DRIVE, AND 4.2 FT. WEST OF STEEL PQ0982'WITNESS POST. PQ0982' PQ0982'REFERENCE MARK NO. 1 IS 130.0 FT. EAST OF CENTER OF FARM PQ0982'DRIVE, 31.0 FT. NORTH OF THE CENTERLINE OF ROAD, AND 7.0 FT. ESE PQ0982'OF POWER POLE. THE MARK PROJECTS 0.6 FT. PQ0982' PQ0982'REFERENCE MARK NO. 2 IS 24.0 FT. SOUTH OF THE CENTERLINE OF PQ0982'ROAD, 10.6 FT. NORTH OF WHITE STEEL POST, 18.5 FT. NW OF A PQ0982'WHITE STEEL POST, AND 21.0 FT. NE OF A WHITE STEEL POST. PQ0982'AND 21.0 FT. NE OF A WHITE STEEL POST. THE MARK IS FLUSH. PQ0982' PQ0982'THE AZIMUTH MARK 10.2 FT EAST OF STEEL WITNESS POST, 43.3 PQ0982'FT SSE OF FENCE CORNER, 28.4 FT SW OF NW CORNER OF SCHOOL, PQ0982'AND 20.7 FT WNW OF SW CORNER OF SCHOOL. THE MARK IS FLUSH. PQ0982 PQ0982 STATION RECOVERY (1981) PQ0982 PQ0982'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH) PQ0982'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2, PQ0982'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN PQ0982'1934 AND THE 1967 RECOVERY NOTE. THE ANGLE BETWEEN THE REFERENCE PQ0982'MARKS AND THE DISTANCE TO REFERENCE MARK NUMBER 2 CHECKED. THE PQ0982'DISTANCE TO REFERENCE MARK NUMBER 1 WAS FOUND TO BE 164.78 FEET, PQ0982'50.227 METERS. ADDITIONS OR CORRECTIONS TO THE DESCRIPTION FOLLOW. PQ0982' PQ0982'THE STATION MARK IS BURIED 0.5 FOOT BELOW THE SURFACE OF THE GROUND. PQ0982' PQ0982'REFERENCE MARK NUMBER 1 IS 2.4 FEET WEST OF A STEEL WITNESS POST AND PQ0982'THE POWER POLE NEAR THE MARK HAS BEEN REMOVED. PQ0982' PQ0982'REFERENCE MARK NUMBER 2 IS 1.7 FEET EAST OF A STEEL WITNESS POST AND PQ0982'THE WHITE STEEL POSTS NEAR THE MARK HAVE BEEN REMOVED. PQ0982' PQ0982'A STEEL ROD BURIED ADJACENT TO THE CONCRETE MONUMENTS MAKE ALL OF THE PQ0982'MARKS MAGNETIC. PQ0982 PQ0982 STATION RECOVERY (2002) PQ0982 PQ0982'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GLJ) PQ0982'RECOVERED IN GOOD CONDITION. PQ0982 PQ0982 STATION RECOVERY (2004) PQ0982 PQ0982'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) PQ0982'3.2 MILES (5.1 KM) SOUTHWEST OF JEFFERS, 3.0 MILES (4.8 KM) SOUTH PQ0982'ALONG COUNTY ROAD 52 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY PQ0982'ROAD 52 IN JEFFERS, T HEN 0.5 MILES (0.8 KM) WEST ALONG 330TH STREET, PQ0982'28.0 FEET (8.5 M) NORTH OF 330TH STREET , 34.9 FEET (10.6 M) WEST OF PQ0982'FIELD ENTRANCE, 2.0 FEET (0.6 M) SOUTH OF THE WITNESS POST , 164.78 PQ0982'FEET (50.23 M) WEST OF REFERENCE MARK 1, 166.51 FEET (50.75 M) PQ0982'EAST-NORTHEAST OF REFERENCE MARK 2 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3910 *********************************************************************** DH3910 DESIGNATION - SELMA NW DH3910 PID - DH3910 DH3910 STATE/COUNTY- MN/COTTONWOOD DH3910 USGS QUAD - COMFREY (1967) DH3910 DH3910 *CURRENT SURVEY CONTROL DH3910 ___________________________________________________________________ DH3910* NAD 83(1996)- 44 06 09.52734(N) 094 58 47.87308(W) ADJUSTED DH3910* NAVD 88 - 359.5 (meters) 1179. (feet) GPS OBS DH3910 ___________________________________________________________________ DH3910 X - -398,253.589 (meters) COMP DH3910 Y - -4,570,466.187 (meters) COMP DH3910 Z - 4,416,519.891 (meters) COMP DH3910 LAPLACE CORR- -3.64 (seconds) DEFLEC99 DH3910 ELLIP HEIGHT- 331.97 (meters) (05/30/05) GPS OBS DH3910 GEOID HEIGHT- -27.49 (meters) GEOID03 DH3910 DH3910 HORZ ORDER - FIRST DH3910 ELLP ORDER - THIRD CLASS II DH3910 DH3910.The horizontal coordinates were established by GPS observations DH3910.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3910 DH3910.The orthometric height was determined by GPS observations and a DH3910.high-resolution geoid model. DH3910 DH3910.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3910 DH3910.The Laplace correction was computed from DEFLEC99 derived deflections. DH3910 DH3910.The ellipsoidal height was determined by GPS observations DH3910.and is referenced to NAD 83. DH3910 DH3910.The geoid height was determined by GEOID03. DH3910 DH3910; North East Units Scale Factor Converg. DH3910;SPC MN S - 222,987.166 721,542.500 MT 0.99994613 -0 41 12.8 DH3910;UTM 15 - 4,885,179.619 341,530.982 MT 0.99990886 -1 22 41.6 DH3910 DH3910! - Elev Factor x Scale Factor = Combined Factor DH3910!SPC MN S - 0.99994795 x 0.99994613 = 0.99989408 DH3910!UTM 15 - 0.99994795 x 0.99990886 = 0.99985681 DH3910 DH3910 SUPERSEDED SURVEY CONTROL DH3910 DH3910.No superseded survey control is available for this station. DH3910 DH3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4153185180(NAD 83) DH3910_MARKER: DD = SURVEY DISK DH3910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3910_STAMPING: SELMA NW DH3910_MARK LOGO: MN-033 DH3910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3910+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3910 DH3910 HISTORY - Date Condition Report By DH3910 HISTORY - 2003 MONUMENTED MN-033 DH3910 DH3910 STATION DESCRIPTION DH3910 DH3910'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3910'3.5 MILES (5.6 KM) WEST OF COMFREY, 4.0 MILES (6.4 KM) WEST ALONG DH3910'COUNTY ROAD 17 FROM TH E JUNCTION OF TRUNK HIGHWAY 258 AND COUNTY ROAD DH3910'17 IN COMFREY, THEN 0. 3 MILES (4.8 KM) SOUTH ON COUNTY ROAD 9, 43.3 DH3910'FEET (13.2 M) EAST OF COUNTY ROAD 9, 15.5 FEET (4.7 M) NORTH OF FIELD DH3910'ENTRANCE, 1.5 FEET (0.5 M) WEST OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3911 *********************************************************************** DH3911 DESIGNATION - SELMA SW DH3911 PID - DH3911 DH3911 STATE/COUNTY- MN/COTTONWOOD DH3911 USGS QUAD - COMFREY (1967) DH3911 DH3911 *CURRENT SURVEY CONTROL DH3911 ___________________________________________________________________ DH3911* NAD 83(1996)- 44 01 15.74852(N) 094 58 46.43445(W) ADJUSTED DH3911* NAVD 88 - 400.2 (meters) 1313. (feet) GPS OBS DH3911 ___________________________________________________________________ DH3911 X - -398,771.631 (meters) COMP DH3911 Y - -4,576,780.500 (meters) COMP DH3911 Z - 4,410,032.110 (meters) COMP DH3911 LAPLACE CORR- -3.50 (seconds) DEFLEC99 DH3911 ELLIP HEIGHT- 372.73 (meters) (05/30/05) GPS OBS DH3911 GEOID HEIGHT- -27.45 (meters) GEOID03 DH3911 DH3911 HORZ ORDER - FIRST DH3911 ELLP ORDER - THIRD CLASS II DH3911 DH3911.The horizontal coordinates were established by GPS observations DH3911.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3911 DH3911.The orthometric height was determined by GPS observations and a DH3911.high-resolution geoid model. DH3911 DH3911.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3911 DH3911.The Laplace correction was computed from DEFLEC99 derived deflections. DH3911 DH3911.The ellipsoidal height was determined by GPS observations DH3911.and is referenced to NAD 83. DH3911 DH3911.The geoid height was determined by GEOID03. DH3911 DH3911; North East Units Scale Factor Converg. DH3911;SPC MN S - 213,920.436 721,465.840 MT 0.99995698 -0 41 11.8 DH3911;UTM 15 - 4,876,114.853 341,345.097 MT 0.99990959 -1 22 33.3 DH3911 DH3911! - Elev Factor x Scale Factor = Combined Factor DH3911!SPC MN S - 0.99994156 x 0.99995698 = 0.99989854 DH3911!UTM 15 - 0.99994156 x 0.99990959 = 0.99985115 DH3911 DH3911 SUPERSEDED SURVEY CONTROL DH3911 DH3911.No superseded survey control is available for this station. DH3911 DH3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4134576115(NAD 83) DH3911_MARKER: DD = SURVEY DISK DH3911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3911_STAMPING: SELMA SW DH3911_MARK LOGO: MN-033 DH3911_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3911+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3911 DH3911 HISTORY - Date Condition Report By DH3911 HISTORY - 2003 MONUMENTED MN-033 DH3911 DH3911 STATION DESCRIPTION DH3911 DH3911'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3911'8.0 MILES (12.9 KM) NORTHWEST OF MOUNTAIN LAKE, 6.7 MILES (10.8 KM) DH3911'NORTH ALONG 550TH AVEN UE FROM THE JUNCTION OF 550TH AVENUE AND TRUNK DH3911'HIGHWAY 60 WEST OF MOUN TAIN LAKE, AT THE JUNCTION OF 550TH AVENUE AND DH3911'320TH STREET, IN THE NO RTHEAST QUADRANT OF TEE INTERSECTION, 31.0 DH3911'FEET (9.4 M) EAST OF 550TH AVENUE, 25.0 FEET (7.6 M) NORTH OF 320TH DH3911'STREET, 12.3 FEET (3.7 M) SOUTH-SOUTHWEST OF POWER-PO LE, 2.4 FEET DH3911'(0.7 M) SOUTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OP0779 *********************************************************************** OP0779 DESIGNATION - SNIDER OP0779 PID - OP0779 OP0779 STATE/COUNTY- MN/COTTONWOOD OP0779 USGS QUAD - HERON LAKE NW (1970) OP0779 OP0779 *CURRENT SURVEY CONTROL OP0779 ___________________________________________________________________ OP0779* NAD 83(1996)- 43 56 50.19073(N) 095 23 45.09930(W) ADJUSTED OP0779* NAVD 88 - 459.1 (meters) 1506. (feet) GPS OBS OP0779 ___________________________________________________________________ OP0779 X - -432,553.785 (meters) COMP OP0779 Y - -4,579,472.071 (meters) COMP OP0779 Z - 4,404,175.539 (meters) COMP OP0779 LAPLACE CORR- -2.56 (seconds) DEFLEC99 OP0779 ELLIP HEIGHT- 432.19 (meters) (05/30/05) GPS OBS OP0779 GEOID HEIGHT- -26.91 (meters) GEOID03 OP0779 OP0779 HORZ ORDER - FIRST OP0779 ELLP ORDER - THIRD CLASS II OP0779 OP0779.The horizontal coordinates were established by GPS observations OP0779.and adjusted by the MN DEPT OF TRANSP in May 2005. OP0779 OP0779.The orthometric height was determined by GPS observations and a OP0779.high-resolution geoid model. OP0779 OP0779.The X, Y, and Z were computed from the position and the ellipsoidal ht. OP0779 OP0779.The Laplace correction was computed from DEFLEC99 derived deflections. OP0779 OP0779.The ellipsoidal height was determined by GPS observations OP0779.and is referenced to NAD 83. OP0779 OP0779.The geoid height was determined by GEOID03. OP0779 OP0779; North East Units Scale Factor Converg. OP0779;SPC MN S - 206,210.584 687,953.187 MT 0.99996851 -0 58 42.2 OP0779;UTM 15 - 4,868,807.331 307,741.815 MT 1.00005464 -1 39 47.6 OP0779 OP0779! - Elev Factor x Scale Factor = Combined Factor OP0779!SPC MN S - 0.99993223 x 0.99996851 = 0.99990075 OP0779!UTM 15 - 0.99993223 x 1.00005464 = 0.99998687 OP0779 OP0779: Primary Azimuth Mark Grid Az OP0779:SPC MN S - SNIDER AZ MK 089 14 27.0 OP0779:UTM 15 - SNIDER AZ MK 089 55 32.4 OP0779 OP0779|---------------------------------------------------------------------| OP0779| PID Reference Object Distance Geod. Az | OP0779| dddmmss.s | OP0779| PQ1005 STORDEN BAPTIST CH SPIRE APPROX.11.9 KM 0321030.5 | OP0779| CO4577 SNIDER RM 3 17.224 METERS 06135 | OP0779| CO4574 SNIDER AZ MK 0881544.8 | OP0779| CO4575 SNIDER RM 1 49.980 METERS 14014 | OP0779| CO4576 SNIDER RM 2 36.530 METERS 23629 | OP0779| CO4579 SNIDER RM 5 18.350 METERS 28345 | OP0779| CO4578 SNIDER RM 4 19.630 METERS 32902 | OP0779| PQ1015 WESTBROOK MUNICIPAL TANK APPROX.10.8 KM 3431253.3 | OP0779|---------------------------------------------------------------------| OP0779 OP0779 SUPERSEDED SURVEY CONTROL OP0779 OP0779 NAD 83(1996)- 43 56 50.19098(N) 095 23 45.10106(W) AD( ) 1 OP0779 NAD 83(1986)- 43 56 50.18510(N) 095 23 45.08760(W) AD( ) 1 OP0779 NAD 27 - 43 56 50.34100(N) 095 23 44.09200(W) AD( ) 1 OP0779 OP0779.Superseded values are not recommended for survey control. OP0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OP0779.See file dsdata.txt to determine how the superseded data were derived. OP0779 OP0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0774268807(NAD 83) OP0779_MARKER: DS = TRIANGULATION STATION DISK OP0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT OP0779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT OP0779_STAMPING: SNIDER 1934 OP0779_MARK LOGO: NGS OP0779_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT OP0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL OP0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OP0779+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 OP0779 OP0779 HISTORY - Date Condition Report By OP0779 HISTORY - 1934 MONUMENTED NGS OP0779 HISTORY - 1961 GOOD CGS OP0779 HISTORY - 1967 GOOD CGS OP0779 HISTORY - 1968 GOOD USGS OP0779 HISTORY - 1971 GOOD NGS OP0779 HISTORY - 20040706 GOOD MNDT OP0779 OP0779 STATION DESCRIPTION OP0779 OP0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 (CIA) OP0779'STATION IS LOCATED ABOUT 6 MILES S AND 3-3/4 MILES W OF STORDEN OP0779'IN THE NW 1/4 SEC. 24, T 106 N, R 38 W, ON THE HIGHEST POINT OP0779'IN THE VICINITY. OP0779' OP0779'MARK IS IN THE S END OF FARM LOT 24 FEET S OF A LARGE ABANDONED OP0779'HOUSE AND 50 FEET W OF W EDGE OF A CULTIVATED FIELD. OP0779' OP0779'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD OP0779'BRONZE DISKS SET IN CONCRETE. OP0779' OP0779'REFERENCE MARK NO. 1 IS SE OF STATION 49.980 METERS (163.97 OP0779'FEET) ON N EDGE OF PASTURE AND S EDGE OF FIELD. OP0779' OP0779'REFERENCE MARK NO. 2 IS SW OF STATION 36.530 METERS (119.85 OP0779'FEET) 30 FEET N OF PASTURE FENCE AND 55 FEET S OF OLD SHED. OP0779' OP0779'AZIMUTH MARK IS APPROXIMATELY 2.0 MILES E OF STATION IN FARM OP0779'YARD OF LAND BELONGING TO CHRIS EICHNER, 30 FEET S OF OP0779'CHICKEN SHED AND S OF MR. EICHNERS HOUSE. OP0779' OP0779'TO REACH FROM WINDOM, GO W ON STATE HIGHWAY 62 FOR 10.2 OP0779'MILES TO JUNCTION WITH COUNTY HIGHWAY B, HERE GO N ON B FOR 6 MILES OP0779'TO CROSSROADS, THEN W 4.0 MILES TO ROAD S LEADING TO FARM OP0779'YARD, GO S ON THIS ROAD 0.1 MILE TO STATION. OP0779' OP0779'HEIGHT OF LINE ABOVE STATION MARK - 30 METERS. OP0779 OP0779 STATION RECOVERY (1961) OP0779 OP0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB) OP0779'THE STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. OP0779'A REQUEST WAS RECEIVED TO MOVE THE REFERENCE MARKS AS ONE OF OP0779'THEM WAS IN A CULTIVATED FIELD AND THE OTHER WAS IN DRIVEWAY OP0779'LEADING TO A GRANARY. OP0779' OP0779'THE STATION IS SOUTH OF A GROVE, 61.4 FEET EAST-SOUTHEAST OP0779'OF THE CENTER OF THE EAST CONCRETE BASE OF A ROUND CORN CRIB, OP0779'ABOUT 24 FEET SOUTH OF THE SOUTH FOUNDATION OF AN OLD BUILDING OP0779'SITE, ABOUT 6.5 FEET SOUTH OF A TRENCH AND JUST BELOW THE OP0779'SURFACE OF THE GROUND. OP0779' OP0779'R.M. NO. 3 IS NORTHEAST OF THE STATION, NEAR THE NORTHEAST CORNER OP0779'OF AN OPEN LOT AND ABOUT 5 FEET WEST OF THE EDGE OF A CULTIVATED OP0779'FIELD. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED OP0779'SNIDER NO 3 1934. OP0779' OP0779'R.M. NO. 4 IS NORTHWEST OF THE STATION, ABOUT 8 FEET SOUTHEAST OP0779'OF A LARGE COTTONWOOD TREE AND 6 FEET WEST OF A PILE OF ROCKS. OP0779'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED OP0779'SNIDER NO 4 1934. OP0779' OP0779'THE AZIMUTH MARK IS APPROXIMATELY 50 YARDS SOUTH OF A HOUSE OP0779'OCCUPIED BY MR. J.A. EICHNER IN 1961, 10 FEET EAST OF THE OP0779'SOUTH ONE OF TWO ROUND STEEL GRANARIES AND THE MARK PROJECTS OP0779'ABOUT 4 INCHES. A 14 FOOT TARGET WAS REQUIRED AT THE AZIMUTH OP0779'MARK TO OBSERVE THIS MARK FROM THE STATION. OP0779' OP0779'TO REACH THE STATION FROM WINDOM, FROM THE NORTHWEST CORNER OP0779'OF THE COURT HOUSE SQUARE, GO WEST, NORTHWEST AND WEST ON OP0779'COUNTY ROUTE 13 ABOUT 14.1 MILES TO CROSSROADS AND JUNCTION OP0779'WITH COUNTY ROUTE 5, CONTINUE WEST ON COUNTY ROUTE 13 FOR OP0779'1.75 MILES TO A HOUSE ON LEFT AND AZIMUTH MARK TO SOUTH OF OP0779'HOUSE, CONTINUE WEST ON HIGHWAY FOR 2.0 MILES TO A FIELD OP0779'ROAD ON LEFT, TURN LEFT AND GO SOUTH FOR ABOUT 0.1 MILE TO OP0779'STATION TO SOUTH OF A GROVE OF TREES. OP0779 OP0779 STATION RECOVERY (1967) OP0779 OP0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DKH) OP0779'ALL MARKS RECOVERED IN GOOD CONDITION. OP0779 OP0779 STATION RECOVERY (1968) OP0779 OP0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 OP0779'STATION MARK, REF MK 3 AND 4 AND AZI MK FOUND AS DESCRIBED OP0779'AND IN GOOD CONDITION EXCEPT THAT REF MK 3 HAS BEEN STRUCK OP0779'BY PLOWS AND IS SLIGHTLY DISTURBED. OP0779' OP0779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI S AND OP0779'3-3/4 MI W OF STORDEN. OP0779 OP0779 STATION RECOVERY (1971) OP0779 OP0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) OP0779'THE STATION MARK, REFERENCE MARK NO. 4, AND THE AZIMUTH MARK OP0779'WERE FOUND IN GOOD CONDITION, A DIFFERENCE OF 0.013 METERS OP0779'WAS NOTED IN THE MEASUREMENT TO R.M. 4. REFERENCE MARK NO. OP0779'3 WAS FOUND DESTROYED, IT HAD BEEN PUSHOVER BY FARM MACHINERY. OP0779'REFERENCE MARK NO. 5 WAS SET. THE AZIMUTH MARK WAS NOT OBSERVED OP0779'AS THE LINE OF SIGHT WAS OBSTRUCTED BY A FIELD OF CORN. OP0779' OP0779'A NEW DESCRIPTION FOLLOWS-- OP0779' OP0779'THE STATION IS LOCATED ABOUT 6 MILES SOUTH AND 3-3/4 MILES OP0779'WEST OF STORDEN IN THE NW 1/4 OF SEC. 24, T 106 N, R 38 W, OP0779'ON THE HIGHEST RIDGE IN THE AREA, AT THE SOUTH END OF A OP0779'SHELTERBELT OF TREES BETWEEN FIELDS, ON PROPERTY FARMED OP0779'BY MR. DALE ELSTOM WHO LIVES ABOUT 1-1/2 MILES EAST-SOUTHEAST OP0779'OF THE STATION. OP0779' OP0779'THE STATION MARK IS A STANDARD DISK STAMPED SNIDER 1934 SET OP0779'IN A ROUND CONCRETE MONUMENT 4-INCHES BELOW GROUND SURFACE. OP0779'IT IS ON THE TOP OF A SMALL MOUND OF EARTH AT THE SOUTH END OP0779'OF THE SHELTERBELT OF TREES, 84 FEET NORTHEAST OF AN OLD OP0779'HAND PUMP, 61 FEET EAST-SOUTHEAST OF EAST-SOUTHEAST SIDE OP0779'OF A CIRCULAR CORN CRIB, 24 FEET SOUTH OF THE SOUTH SIDE OF OP0779'AN OLD BUILDING SITE, AND 2.1 FEET WEST OF A METAL WITNESS OP0779'POST. OP0779' OP0779'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED SNIDER NO 4 OP0779'1934, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES. OP0779'IT IS 47 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE CORN CRIB, OP0779'16 FEET EAST OF THE CENTER OF THE TRACK ROAD, 6 FEET WEST OP0779'OF A PILE OF ROCKS, AND 1.1 FEET SOUTH OF A METAL WITNESS POST. OP0779' OP0779'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED SNIDER 1934 OP0779'NO 5 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS OP0779'6-INCHES. IT IS 20 FEET WEST OF THE CENTER OF THE TRACK ROAD, OP0779'AND 1.2 FEET EAST OF THE EAST SIDE OF THE CIRCULAR CONCRETE OP0779'BASE OF THE CORN CRIB. OP0779' OP0779'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED OP0779'SNIDER 1934 AZI, SET IN A CONCRETE MONUMENT WHICH PROJECTS OP0779'4-INCHES. IT IS IN A FARM YARD, ABOUT 150 FEET SOUTH OF OP0779'THE HOUSE, AND 10 FEET EAST OF THE SOUTH ONE OF TWO ROUND STEEL OP0779'GRANARIES. A 14 FOOT TARGET WAS USED OVER THE MARK FOR OP0779'OBSERVATIONS IN 1961. OP0779' OP0779'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY OP0779'70, AND STATE HIGHWAYS 60 AND 62 IN THE SOUTHEAST PART OF OP0779'WINDOM, GO WEST ON HIGHWAY 62 FOR 10.6 MILES TO A PAVED OP0779'CROSSROAD (COUNTY ROAD 5), TURN RIGHT AND GO NORTH 6.2 MILES OP0779'TO A PAVED CROSSROAD (COUNTY ROAD 13), TURN LEFT AND GO OP0779'WEST 1.75 MILES TO A FARM DRIVEWAY AND THE AZIMUTH MARK ON OP0779'THE LEFT AS DESCRIBED, CONTINUE WEST 2.1 MILES TO A FIELD OP0779'ENTRANCE ON THE LEFT, TURN LEFT, SOUTH, AND GO 0.3 MILE ON OP0779'TRACK ROAD TO THE STATION AS DESCRIBED. OP0779' OP0779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 OP0779'MILES SSW OF STORDEN. OP0779 OP0779 STATION RECOVERY (2004) OP0779 OP0779'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OP0779'7.2 MILES (11.6 KM) SOUTHWEST OF STORDEN, 6.0 MILES (9.7 KM) SOUTH ON OP0779'COUNTY ROAD 6 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 6 OP0779'(3.0 MILES WEST OF STORDEN) , THEN 0.75 MILES (1.21 KM) WEST ON COUNTY OP0779'ROAD 13, THEN 0.2 MILES (0.3 KM) SOUTH ON FIELD ROAD, THE MARK IS ON OP0779'HIGHEST RIDGE, ON TOP OF SMALL MOUND S OUTH OF END OF SHELTER BELT OP0779'TREES, 84 FEET (25.6 M) NORTHEAST OF OLD HAND PUMP, 61 FEET (18.6 M) OP0779'EAST-SOUTHEAST OF EAST-SOUTHEAST SIDE OF CORN CRIB, 24 FEET (7.3 M) S OP0779'OUTH OF SOUTH SIDE OF OLD BUILDING SITE, 2.2 FEET (0.7 M) WEST OF OP0779'WITNESS POST , 60.12 FEET (18.32 M) EAST OF REFERENCE MARK 5, 64.40 OP0779'FEET (19.63 M) SOUTHEAST OF REFEREN CE MARK 4 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3912 *********************************************************************** DH3912 DESIGNATION - SOUTHBROOK C DH3912 PID - DH3912 DH3912 STATE/COUNTY- MN/COTTONWOOD DH3912 USGS QUAD - HERON LAKE NW (1970) DH3912 DH3912 *CURRENT SURVEY CONTROL DH3912 ___________________________________________________________________ DH3912* NAD 83(1996)- 43 54 08.51205(N) 095 22 51.98479(W) ADJUSTED DH3912* NAVD 88 - 434.9 (meters) 1427. (feet) GPS OBS DH3912 ___________________________________________________________________ DH3912 X - -431,697.546 (meters) COMP DH3912 Y - -4,583,012.559 (meters) COMP DH3912 Z - 4,400,564.373 (meters) COMP DH3912 LAPLACE CORR- -2.05 (seconds) DEFLEC99 DH3912 ELLIP HEIGHT- 407.93 (meters) (05/30/05) GPS OBS DH3912 GEOID HEIGHT- -26.94 (meters) GEOID03 DH3912 DH3912 HORZ ORDER - FIRST DH3912 ELLP ORDER - THIRD CLASS II DH3912 DH3912.The horizontal coordinates were established by GPS observations DH3912.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3912 DH3912.The orthometric height was determined by GPS observations and a DH3912.high-resolution geoid model. DH3912 DH3912.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3912 DH3912.The Laplace correction was computed from DEFLEC99 derived deflections. DH3912 DH3912.The ellipsoidal height was determined by GPS observations DH3912.and is referenced to NAD 83. DH3912 DH3912.The geoid height was determined by GEOID03. DH3912 DH3912; North East Units Scale Factor Converg. DH3912;SPC MN S - 201,201.250 689,053.087 MT 0.99997633 -0 58 05.0 DH3912;UTM 15 - 4,863,784.819 308,781.901 MT 1.00004974 -1 39 05.9 DH3912 DH3912! - Elev Factor x Scale Factor = Combined Factor DH3912!SPC MN S - 0.99993604 x 0.99997633 = 0.99991237 DH3912!UTM 15 - 0.99993604 x 1.00004974 = 0.99998577 DH3912 DH3912 SUPERSEDED SURVEY CONTROL DH3912 DH3912.No superseded survey control is available for this station. DH3912 DH3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0878263785(NAD 83) DH3912_MARKER: DD = SURVEY DISK DH3912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3912_STAMPING: SOUTHBROOK C DH3912_MARK LOGO: MN-033 DH3912_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3912+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3912 DH3912 HISTORY - Date Condition Report By DH3912 HISTORY - 2003 MONUMENTED MN-033 DH3912 DH3912 STATION DESCRIPTION DH3912 DH3912'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3912'12 MILES (19.3 KM) SOUTH-SOUTHEAST OF WESTBROOK, IN SOUTHBROOK DH3912'TOWNSHIP, 9.0 MIL ES SOUTH ALONG COUNTY STATE AID HIGHWAY 7 FROM THE DH3912'JUNCTION OF TRUNK H IGHWAY 30 AND COUNTY STATE AID HIGHWAY 7 IN DH3912'WESTBROOK, THEN 3.0 MILES (4.8 KM) EAST ON COUNTY STATE AID HIGHWAY DH3912'15, THENCE 0.5 MILES (0.8 KM) SOUTH ALONG COUN TY STATE AID HIGHWAY 6, DH3912'45.5 FEET (13.9 M) WEST OF COUNTY STATE AID HIGHWAY 6, 5.7 FEET (1.7 DH3912'M) SOUTH OF POWER-POLE, 2.0 FEET (0.6 M) SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3913 *********************************************************************** DH3913 DESIGNATION - SOUTHBROOK NE DH3913 PID - DH3913 DH3913 STATE/COUNTY- MN/COTTONWOOD DH3913 USGS QUAD - HERON LAKE NE (1970) DH3913 DH3913 *CURRENT SURVEY CONTROL DH3913 ___________________________________________________________________ DH3913* NAD 83(1996)- 43 56 04.85016(N) 095 20 26.12282(W) ADJUSTED DH3913* NAVD 88 - 439.5 (meters) 1442. (feet) GPS OBS DH3913 ___________________________________________________________________ DH3913 X - -428,225.001 (meters) COMP DH3913 Y - -4,580,840.060 (meters) COMP DH3913 Z - 4,403,154.213 (meters) COMP DH3913 LAPLACE CORR- -2.75 (seconds) DEFLEC99 DH3913 ELLIP HEIGHT- 412.57 (meters) (05/30/05) GPS OBS DH3913 GEOID HEIGHT- -26.96 (meters) GEOID03 DH3913 DH3913 HORZ ORDER - FIRST DH3913 ELLP ORDER - THIRD CLASS II DH3913 DH3913.The horizontal coordinates were established by GPS observations DH3913.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3913 DH3913.The orthometric height was determined by GPS observations and a DH3913.high-resolution geoid model. DH3913 DH3913.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3913 DH3913.The Laplace correction was computed from DEFLEC99 derived deflections. DH3913 DH3913.The ellipsoidal height was determined by GPS observations DH3913.and is referenced to NAD 83. DH3913 DH3913.The geoid height was determined by GEOID03. DH3913 DH3913; North East Units Scale Factor Converg. DH3913;SPC MN S - 204,737.153 692,366.497 MT 0.99997064 -0 56 22.8 DH3913;UTM 15 - 4,867,281.143 312,137.528 MT 1.00003409 -1 37 28.1 DH3913 DH3913! - Elev Factor x Scale Factor = Combined Factor DH3913!SPC MN S - 0.99993531 x 0.99997064 = 0.99990595 DH3913!UTM 15 - 0.99993531 x 1.00003409 = 0.99996940 DH3913 DH3913 SUPERSEDED SURVEY CONTROL DH3913 DH3913.No superseded survey control is available for this station. DH3913 DH3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1213867281(NAD 83) DH3913_MARKER: DD = SURVEY DISK DH3913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3913_STAMPING: SOUTHBROOK NE 2003 DH3913_MARK LOGO: MN-033 DH3913_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3913+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3913 DH3913 HISTORY - Date Condition Report By DH3913 HISTORY - 2003 MONUMENTED MN-033 DH3913 DH3913 STATION DESCRIPTION DH3913 DH3913'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3913'8.0 MILES (12.9 KM) SOUTH-SOUTHWEST OF STORDEN, IN SOUTHBROOK DH3913'TOWNSHIP, 7.0 MILE (11.3 KM) S SOUTH ALONG COUNTY STATE AID HIGHWAY 5 DH3913'FROM THE JUNCTION OF TRUNK HI GHWAY 30 AND COUNTY STATE AID HIGHWAY 5 DH3913'IN STORDEN, THEN 1.0 MILES (1.6 KM) WES T ON 380TH STREET, 39.0 FEET DH3913'(11.9 M) SOUTH OF 380TH STREET, 33 FEET (10.1 M) WEST OF EN TRANCE, DH3913'14.7 FEET (4.5 M) EAST-SOUTHEAST OF POWER POLE, 2.0 FEET (0.6 M) NORTH DH3913'OF WITN ESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3914 *********************************************************************** DH3914 DESIGNATION - SPRINGFIELD C DH3914 PID - DH3914 DH3914 STATE/COUNTY- MN/COTTONWOOD DH3914 USGS QUAD - HERON LAKE NE (1970) DH3914 DH3914 *CURRENT SURVEY CONTROL DH3914 ___________________________________________________________________ DH3914* NAD 83(1996)- 43 53 29.12765(N) 095 16 50.80177(W) ADJUSTED DH3914* NAVD 88 - 441.4 (meters) 1448. (feet) GPS OBS DH3914 ___________________________________________________________________ DH3914 X - -423,749.736 (meters) COMP DH3914 Y - -4,584,605.347 (meters) COMP DH3914 Z - 4,399,692.830 (meters) COMP DH3914 LAPLACE CORR- -3.40 (seconds) DEFLEC99 DH3914 ELLIP HEIGHT- 414.32 (meters) (05/30/05) GPS OBS DH3914 GEOID HEIGHT- -27.04 (meters) GEOID03 DH3914 DH3914 HORZ ORDER - FIRST DH3914 ELLP ORDER - THIRD CLASS II DH3914 DH3914.The horizontal coordinates were established by GPS observations DH3914.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3914 DH3914.The orthometric height was determined by GPS observations and a DH3914.high-resolution geoid model. DH3914 DH3914.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3914 DH3914.The Laplace correction was computed from DEFLEC99 derived deflections. DH3914 DH3914.The ellipsoidal height was determined by GPS observations DH3914.and is referenced to NAD 83. DH3914 DH3914.The geoid height was determined by GEOID03. DH3914 DH3914; North East Units Scale Factor Converg. DH3914;SPC MN S - 199,854.641 697,092.943 MT 0.99997833 -0 53 51.8 DH3914;UTM 15 - 4,862,342.284 316,805.546 MT 1.00001279 -1 34 54.1 DH3914 DH3914! - Elev Factor x Scale Factor = Combined Factor DH3914!SPC MN S - 0.99993504 x 0.99997833 = 0.99991337 DH3914!UTM 15 - 0.99993504 x 1.00001279 = 0.99994783 DH3914 DH3914 SUPERSEDED SURVEY CONTROL DH3914 DH3914.No superseded survey control is available for this station. DH3914 DH3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1680662342(NAD 83) DH3914_MARKER: DD = SURVEY DISK DH3914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3914_STAMPING: SPRINGFIELD C DH3914_MARK LOGO: MN-033 DH3914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3914+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3914 DH3914 HISTORY - Date Condition Report By DH3914 HISTORY - 2003 MONUMENTED MN-033 DH3914 DH3914 STATION DESCRIPTION DH3914 DH3914'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3914'9.5 MILES (15.3 KM) WEST ALONG TRUNK HIGHWAY 62 FROM THE JUNCTION OF DH3914'TRUNK HIGHW AY 60 AND TRUNK HIGHWAY 62 IN WINDOM, THEN 2.0 MILES (3.2 DH3914'KM) NORTH ON 390TH AV ENUE, THEN 1.0 MILES (1.6 KM) EAST ON 410TH DH3914'STREET, 54.0 FEET (16.5 M) SOUTH OF 410TH ST REET, 4.8 FEET (1.5 M) DH3914'WEEST OF POWER-POLE, 2.0 FEET (0.6 M) WEST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3915 *********************************************************************** DH3915 DESIGNATION - WESTBROOK C DH3915 PID - DH3915 DH3915 STATE/COUNTY- MN/COTTONWOOD DH3915 USGS QUAD - WESTBROOK (1980) DH3915 DH3915 *CURRENT SURVEY CONTROL DH3915 ___________________________________________________________________ DH3915* NAD 83(1996)- 44 03 54.72147(N) 095 23 28.07595(W) ADJUSTED DH3915* NAVD 88 - 428.2 (meters) 1405. (feet) GPS OBS DH3915 ___________________________________________________________________ DH3915 X - -431,318.419 (meters) COMP DH3915 Y - -4,570,422.255 (meters) COMP DH3915 Z - 4,413,579.217 (meters) COMP DH3915 LAPLACE CORR- -2.68 (seconds) DEFLEC99 DH3915 ELLIP HEIGHT- 401.36 (meters) (05/30/05) GPS OBS DH3915 GEOID HEIGHT- -26.89 (meters) GEOID03 DH3915 DH3915 HORZ ORDER - FIRST DH3915 ELLP ORDER - THIRD CLASS II DH3915 DH3915.The horizontal coordinates were established by GPS observations DH3915.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3915 DH3915.The orthometric height was determined by GPS observations and a DH3915.high-resolution geoid model. DH3915 DH3915.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3915 DH3915.The Laplace correction was computed from DEFLEC99 derived deflections. DH3915 DH3915.The ellipsoidal height was determined by GPS observations DH3915.and is referenced to NAD 83. DH3915 DH3915.The geoid height was determined by GEOID03. DH3915 DH3915; North East Units Scale Factor Converg. DH3915;SPC MN S - 219,304.631 688,555.699 MT 0.99995086 -0 58 30.3 DH3915;UTM 15 - 4,881,894.442 308,501.265 MT 1.00005104 -1 39 48.5 DH3915 DH3915! - Elev Factor x Scale Factor = Combined Factor DH3915!SPC MN S - 0.99993707 x 0.99995086 = 0.99988793 DH3915!UTM 15 - 0.99993707 x 1.00005104 = 0.99998811 DH3915 DH3915 SUPERSEDED SURVEY CONTROL DH3915 DH3915.No superseded survey control is available for this station. DH3915 DH3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0850181894(NAD 83) DH3915_MARKER: DD = SURVEY DISK DH3915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3915_STAMPING: WESTBROOK C DH3915_MARK LOGO: MN-033 DH3915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3915+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3915 DH3915 HISTORY - Date Condition Report By DH3915 HISTORY - 2003 MONUMENTED MN-033 DH3915 DH3915 STATION DESCRIPTION DH3915 DH3915'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3915'4.0 MILES (6.4 KM) EAST-NORTHEAST OF WESTBROOK, IN WESTBROOK TOWNSHIP, DH3915'3.0 MILE (4.8 KM) S EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF DH3915'TRUNK HIGHWAY 30 AN D COUNTY STATE AID HIGHWAY 7 IN WESTBROOK, THEN DH3915'2.0 MILES (3.2 KM) NORTH ON COU NTY STATE AID HIGHWAY 6, THEN 0.5 DH3915'MILES (0.8 KM) WEST ON 290TH STREET, ON FENCE LINE TO THE SOUTH, 28.8 DH3915'FEET (8.8 M) SOUTH OF 290TH STREET, 1.0 FEET (0.3 M) NORTH OF WITNESS DH3915'POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3916 *********************************************************************** DH3916 DESIGNATION - WESTBROOK NE DH3916 PID - DH3916 DH3916 STATE/COUNTY- MN/COTTONWOOD DH3916 USGS QUAD - STORDEN (1967) DH3916 DH3916 *CURRENT SURVEY CONTROL DH3916 ___________________________________________________________________ DH3916* NAD 83(1996)- 44 06 17.44424(N) 095 20 47.22254(W) ADJUSTED DH3916* NAVD 88 - 409.4 (meters) 1343. (feet) GPS OBS DH3916 ___________________________________________________________________ DH3916 X - -427,467.241 (meters) COMP DH3916 Y - -4,567,692.069 (meters) COMP DH3916 Z - 4,416,730.486 (meters) COMP DH3916 LAPLACE CORR- -2.76 (seconds) DEFLEC99 DH3916 ELLIP HEIGHT- 382.43 (meters) (05/30/05) GPS OBS DH3916 GEOID HEIGHT- -26.97 (meters) GEOID03 DH3916 DH3916 HORZ ORDER - FIRST DH3916 ELLP ORDER - THIRD CLASS II DH3916 DH3916.The horizontal coordinates were established by GPS observations DH3916.and adjusted by the MN DEPT OF TRANSP in May 2005. DH3916 DH3916.The orthometric height was determined by GPS observations and a DH3916.high-resolution geoid model. DH3916 DH3916.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3916 DH3916.The Laplace correction was computed from DEFLEC99 derived deflections. DH3916 DH3916.The ellipsoidal height was determined by GPS observations DH3916.and is referenced to NAD 83. DH3916 DH3916.The geoid height was determined by GEOID03. DH3916 DH3916; North East Units Scale Factor Converg. DH3916;SPC MN S - 223,649.002 692,207.381 MT 0.99994586 -0 56 37.6 DH3916;UTM 15 - 4,886,194.986 312,205.280 MT 1.00003376 -1 38 00.8 DH3916 DH3916! - Elev Factor x Scale Factor = Combined Factor DH3916!SPC MN S - 0.99994004 x 0.99994586 = 0.99988590 DH3916!UTM 15 - 0.99994004 x 1.00003376 = 0.99997380 DH3916 DH3916 SUPERSEDED SURVEY CONTROL DH3916 DH3916.No superseded survey control is available for this station. DH3916 DH3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1220586195(NAD 83) DH3916_MARKER: DD = SURVEY DISK DH3916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH3916_STAMPING: WESTBROOK NE 2003 DH3916_MARK LOGO: MN-033 DH3916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH3916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3916+SATELLITE: SATELLITE OBSERVATIONS - 2003 DH3916 DH3916 HISTORY - Date Condition Report By DH3916 HISTORY - 2003 MONUMENTED MN-033 DH3916 DH3916 STATION DESCRIPTION DH3916 DH3916'DESCRIBED BY COTTONWOOD COUNTY MINNESOTA 2003 DH3916'6.0 MILES (9.7 KM) NORTH-NORTHWEST OF STORDEN, IN WESTBROOK TOWNSHIP, DH3916'4.0 MILES (6.4 KM) NORTH ALONG COUNTY STATE AID HIGHWAY 5 FROM THE DH3916'JUNCTION OF TRUNK HIG HWAY 30 AND COUNTY STATE AID HIGHWAY 5 IN DH3916'STORDEN, THEN 1.0 MILES (1.6 KM) WEST ON 270TH STREET, THEN 0.9 MILES DH3916'(1.4 KM) NORTH AND WEST ON 370TH AVENUE, 49.3 FEET (15.0 M) SOUTH OF DH3916'370TH AVENUE, 50 FEET (15.2 M) WEST OF 370 AVENUE EXTENDED (NORTH ), DH3916'1.0 FEET (0.3 M) NORTHEAST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OP1296 *********************************************************************** OP1296 CBN - This is a Cooperative Base Network Control Station. OP1296 DESIGNATION - WINPORT OP1296 PID - OP1296 OP1296 STATE/COUNTY- MN/COTTONWOOD OP1296 USGS QUAD - BINGHAM LAKE (1970) OP1296 OP1296 *CURRENT SURVEY CONTROL OP1296 ___________________________________________________________________ OP1296* NAD 83(1996)- 43 54 30.51158(N) 095 06 35.30575(W) ADJUSTED OP1296* NAVD 88 - 427.93 (meters) 1404.0 (feet) LEVELING OP1296 ___________________________________________________________________ OP1296 X - -409,949.480 (meters) COMP OP1296 Y - -4,584,531.063 (meters) COMP OP1296 Z - 4,401,048.575 (meters) COMP OP1296 LAPLACE CORR- -3.14 (seconds) DEFLEC99 OP1296 ELLIP HEIGHT- 400.67 (meters) (01/15/97) GPS OBS OP1296 GEOID HEIGHT- -27.27 (meters) GEOID03 OP1296 OP1296 HORZ ORDER - B OP1296 VERT ORDER - THIRD ? OP1296 ELLP ORDER - FOURTH CLASS I OP1296 OP1296.This mark is at Windom Airport (MWM) OP1296 OP1296.The horizontal coordinates were established by GPS observations OP1296.and adjusted by the National Geodetic Survey in January 1997. OP1296 OP1296.The orthometric height was determined by differential leveling. OP1296.The vertical network tie was performed by a horz. field party for horz. OP1296.obs reductions. Reset procedures were used to establish the elevation. OP1296 OP1296.The X, Y, and Z were computed from the position and the ellipsoidal ht. OP1296 OP1296.The Laplace correction was computed from DEFLEC99 derived deflections. OP1296 OP1296.The ellipsoidal height was determined by GPS observations OP1296.and is referenced to NAD 83. OP1296 OP1296.The geoid height was determined by GEOID03. OP1296 OP1296; North East Units Scale Factor Converg. OP1296;SPC MN S - 201,548.101 710,854.820 MT 0.99997523 -0 46 40.4 OP1296;UTM 15 - 4,863,871.155 330,586.759 MT 0.99995301 -1 27 48.7 OP1296 OP1296! - Elev Factor x Scale Factor = Combined Factor OP1296!SPC MN S - 0.99993718 x 0.99997523 = 0.99991241 OP1296!UTM 15 - 0.99993718 x 0.99995301 = 0.99989019 OP1296 OP1296: Primary Azimuth Mark Grid Az OP1296:SPC MN S - WINPORT AZ MK 001 08 13.2 OP1296:UTM 15 - WINPORT AZ MK 001 49 21.5 OP1296 OP1296|---------------------------------------------------------------------| OP1296| PID Reference Object Distance Geod. Az | OP1296| dddmmss.s | OP1296| OP1297 WINPORT AZ MK APPROX. 1.1 KM 0002132.8 | OP1296|---------------------------------------------------------------------| OP1296 OP1296 SUPERSEDED SURVEY CONTROL OP1296 OP1296 NAD 83(1986)- 43 54 30.50627(N) 095 06 35.29473(W) AD( ) 2 OP1296 NGVD 29 (02/12/91) 427.7 (m) 1403. (f) GPS OBS OP1296 OP1296.Superseded values are not recommended for survey control. OP1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OP1296.See file dsdata.txt to determine how the superseded data were derived. OP1296 OP1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3058763871(NAD 83) OP1296_MARKER: I = METAL ROD OP1296_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) OP1296_SP_SET: STAINLESS STEEL ROD IN SLEEVE OP1296_STAMPING: WINPORT 1989 OP1296_MARK LOGO: MNDT OP1296_PROJECTION: RECESSED 7 CENTIMETERS OP1296_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT OP1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL OP1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OP1296+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004 OP1296_ROD/PIPE-DEPTH: 12.1 meters OP1296_SLEEVE-DEPTH : 1.52 meters OP1296 OP1296 HISTORY - Date Condition Report By OP1296 HISTORY - 1989 MONUMENTED MNDT OP1296 HISTORY - 19900718 GOOD OP1296 HISTORY - 19940601 GOOD MNDT OP1296 HISTORY - 2002 GOOD MNDT OP1296 HISTORY - 20040623 GOOD MNDT OP1296 OP1296 STATION DESCRIPTION OP1296 OP1296'DESCRIBED BY MN DEPT OF TRANSP 1989 OP1296'THE STATION IS LOCATED ABOUT 4.02 KM (2.50 MI) NORTH-NORTHEAST OF OP1296'WINDOM, AT THE SOUTH END OF RUNWAY 35 AT WINDOM AIRPORT, IN THE OP1296'SOUTHEAST 1/4 OF SECTION 12, T105N, R36W. OP1296'TO REACH THE STATION FROM THE JUCTION OF TRUNK HIGHWAY 60 AND TRUNK OP1296'HIGHWAY 71 AT NORTH SIDE OF WINDOM, GO NORTH ON TRUNK HIGHWAY 71 FOR OP1296'3.78 KM (2.35 MI) TO A ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON OP1296'COUNTY ROAD 44 FOR 0.96 KM (0.60 MI) TO THE AIRPORT ENTRANCE ON THE OP1296'LEFT, TURN LEFT AND GO NORTH FOR 0.32 KM (0.20 MI) TO THE AIRPORT OP1296'OFFICE AND THE STATION 0.16 KM (0.10 MI) WEST, AT SOUTH END OF RUNWAY OP1296'35. OP1296'STATION MARK IS A PUNCH MARK IN THE TOP OF A 1/2 INCH STAINLESS ROD OP1296'DRIVEN TO REFUSAL. MARKER IS LOCATED IN LINE WITH SOUTH END OF OP1296'RUNWAY, 29.35 M (96.29 FT) WEST OF THE RUNWAY CENTERLINE, 14.9 M OP1296'(48.9 FT) WEST OF AN END LIGHT ON THE SOUTH END OF THE RUNWAY, 36.7 M OP1296'(120.4 FT) SOUTH-SOUTHWEST OF AN END LIGHT ON THE WEST SIDE OF THE OP1296'RUNWAY, 6.8 M (22.3 FT) WEST-NORTHWEST OF A STROBE LIGHT, AND 31.7 M OP1296'(104.0 FT) EAST OF A STEEL WITNESS POST. OP1296'AIRPORT MANAGER (KEVIN PATTERSON) SHOULD BE CONTACTED AT 507-831-1478. OP1296'DESCRIBED BY MNDOT. OP1296'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. OP1296 OP1296 STATION RECOVERY (1990) OP1296 OP1296'RECOVERED 1990 OP1296'RECOVERED IN GOOD CONDITION. OP1296 OP1296 STATION RECOVERY (1994) OP1296 OP1296'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) OP1296'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. A METAL SPIKE OP1296'WAS PLACED ON THE NORTH SIDE OF THE MONUMENT MAKING IT MAGNETIC. OP1296'RECOVERY NOTE BY DAVID K. HERDER, TYPED BY G.W.O. OP1296 OP1296 STATION RECOVERY (2002) OP1296 OP1296'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) OP1296'RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB) OP1296 OP1296 STATION RECOVERY (2004) OP1296 OP1296'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) OP1296'2.5 MILES NORTH-NORTHEAST OF WINDOM, AT AIRPORT, 2.35 MILES NORTH OF OP1296'JUNCTION OF TRUNK HIGHWAY 60 ON TRUNK HIGHW AY 71 THEN 0.6 MILE OP1296'EAST, 0.1 MILE WEST OF AIRPORT OFFICE, 96.3 FEET WEST OF RUNWAY, ON OP1296'LINE WITH SOUTH END OF RUNWAY, 48.9 FEET WEST OF END LIGHT, 120.4 OP1296'FEET WEST-SOUTHWEST OF END LIGHT ON WEST SIDE OF RUNWAY, 22.3 FEET OP1296'WEST NORTHWEST OF STROBE LIGHT, 104 FEET EAST OF WITNESS POST, 3.5 OP1296'FEET EAST OF BASELINE STATION 0 M 2001 .