1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6189 *********************************************************************** DF6189 DESIGNATION - 109 ES DF6189 PID - DF6189 DF6189 STATE/COUNTY- MN/MCLEOD DF6189 USGS QUAD - SILVER LAKE (1982) DF6189 DF6189 *CURRENT SURVEY CONTROL DF6189 ___________________________________________________________________ DF6189* NAD 83(1996)- 44 55 02.83447(N) 094 08 03.80588(W) ADJUSTED DF6189* NAVD 88 - 315.55 (meters) 1035.3 (feet) LEVELING DF6189 ___________________________________________________________________ DF6189 X - -326,182.817 (meters) COMP DF6189 Y - -4,512,503.221 (meters) COMP DF6189 Z - 4,481,060.578 (meters) COMP DF6189 LAPLACE CORR- 0.10 (seconds) DEFLEC99 DF6189 ELLIP HEIGHT- 288.10 (meters) (06/18/03) GPS OBS DF6189 GEOID HEIGHT- -27.43 (meters) GEOID99 DF6189 DF6189 HORZ ORDER - FIRST DF6189 VERT ORDER - THIRD ? DF6189 ELLP ORDER - THIRD CLASS I DF6189 DF6189.The horizontal coordinates were established by GPS observations DF6189.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6189 DF6189.The orthometric height was determined by differential leveling. DF6189.The vertical network tie was performed by a horz. field party for horz. DF6189.obs reductions. Reset procedures were used to establish the elevation. DF6189 DF6189.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6189 DF6189.The Laplace correction was computed from DEFLEC99 derived deflections. DF6189 DF6189.The ellipsoidal height was determined by GPS observations DF6189.and is referenced to NAD 83. DF6189 DF6189.The geoid height was determined by GEOID99. DF6189 DF6189; North East Units Scale Converg. DF6189;SPC MN S - 313,062.505 789,389.082 MT 0.99994837 -0 05 39.1 DF6189;UTM 15 - 4,974,406.537 410,464.365 MT 0.99969858 -0 48 03.7 DF6189 DF6189 SUPERSEDED SURVEY CONTROL DF6189 DF6189.No superseded survey control is available for this station. DF6189 DF6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1046474407(NAD 83) DF6189_MARKER: DD = SURVEY DISK DF6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6189_STAMPING: 109 ES 1955 DF6189_MARK LOGO: USGS DF6189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6189+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998 DF6189 DF6189 HISTORY - Date Condition Report By DF6189 HISTORY - 1955 MONUMENTED USGS DF6189 HISTORY - 19980401 GOOD MNDT DF6189 DF6189 STATION DESCRIPTION DF6189 DF6189'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) DF6189'THE MARK IS LOCATED 3.5 MI (5.6 KM) NE OF SILVER LAKE, 0.75 MI (1.21 DF6189'KM) NORTH OF JCT OF TH 7 AND CO RD 88, 50 FT (15.2 M) EAST OF CO RD DF6189'88, 24 FT (7.3 M) SOUTH OF RD WEST EXTENDED, 100.3 FT (30.6 M) ENE OF DF6189'P-POLE, 11.3 FT (3.4 M) EAST OF P-POLE, 2.2 FT (0.7 M) WEST OF WIT DF6189'POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6190 *********************************************************************** DF6190 DESIGNATION - 117 ES DF6190 PID - DF6190 DF6190 STATE/COUNTY- MN/MCLEOD DF6190 USGS QUAD - HUTCHINSON EAST (1994) DF6190 DF6190 *CURRENT SURVEY CONTROL DF6190 ___________________________________________________________________ DF6190* NAD 83(1996)- 44 53 33.82148(N) 094 15 19.51657(W) ADJUSTED DF6190* NAVD 88 - 322.15 (meters) 1056.9 (feet) LEVELING DF6190 ___________________________________________________________________ DF6190 X - -335,858.518 (meters) COMP DF6190 Y - -4,513,743.321 (meters) COMP DF6190 Z - 4,479,118.994 (meters) COMP DF6190 LAPLACE CORR- -2.21 (seconds) DEFLEC99 DF6190 ELLIP HEIGHT- 294.75 (meters) (06/18/03) GPS OBS DF6190 GEOID HEIGHT- -27.39 (meters) GEOID99 DF6190 DF6190 HORZ ORDER - FIRST DF6190 VERT ORDER - THIRD ? DF6190 ELLP ORDER - THIRD CLASS I DF6190 DF6190.The horizontal coordinates were established by GPS observations DF6190.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6190 DF6190.The orthometric height was determined by differential leveling. DF6190.The vertical network tie was performed by a horz. field party for horz. DF6190.obs reductions. Reset procedures were used to establish the elevation. DF6190 DF6190.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6190 DF6190.The Laplace correction was computed from DEFLEC99 derived deflections. DF6190 DF6190.The ellipsoidal height was determined by GPS observations DF6190.and is referenced to NAD 83. DF6190 DF6190.The geoid height was determined by GEOID99. DF6190 DF6190; North East Units Scale Converg. DF6190;SPC MN S - 310,337.670 779,824.434 MT 0.99994533 -0 10 44.5 DF6190;UTM 15 - 4,971,800.543 400,869.103 MT 0.99972084 -0 53 10.1 DF6190 DF6190: Primary Azimuth Mark Grid Az DF6190:SPC MN S - HALVA 157 56 11.3 DF6190:UTM 15 - HALVA 158 38 36.9 DF6190 DF6190|---------------------------------------------------------------------| DF6190| PID Reference Object Distance Geod. Az | DF6190| dddmmss.s | DF6190| DF6197 HALVA 459.813 METERS 1574526.8 | DF6190|---------------------------------------------------------------------| DF6190 DF6190 SUPERSEDED SURVEY CONTROL DF6190 DF6190.No superseded survey control is available for this station. DF6190 DF6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0086971801(NAD 83) DF6190_MARKER: DD = SURVEY DISK DF6190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6190_STAMPING: 117 ES 1955 TT DF6190_MARK LOGO: USGS DF6190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6190+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998 DF6190 DF6190 HISTORY - Date Condition Report By DF6190 HISTORY - 1955 MONUMENTED USGS DF6190 HISTORY - 19980401 GOOD MNDT DF6190 DF6190 STATION DESCRIPTION DF6190 DF6190'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) DF6190'THE MARK IS LOCATED 2.6 MI (4.2 KM) WEST OF JCT OF TH 7 AND CO RD 16 DF6190'AT SILVER LAKE, 89 FT (27.1 M) NORTH OF TH 7, AT TH 7 MP 147.7, 270 FT DF6190'(82.3 M) EAST OF CO RD 71, 1.5 FT (0.5 M) WSW OF P-POLE, 1.1 FT (0.3 DF6190'M) SOUTH OF WIT POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 PQ0071 *********************************************************************** PQ0071 DESIGNATION - 4302 A PQ0071 PID - PQ0071 PQ0071 STATE/COUNTY- MN/MCLEOD PQ0071 USGS QUAD - WINSTED (1982) PQ0071 PQ0071 *CURRENT SURVEY CONTROL PQ0071 ___________________________________________________________________ PQ0071* NAD 83(1996)- 44 54 23.36169(N) 094 01 58.84871(W) ADJUSTED PQ0071* NAVD 88 - 304.317 (meters) 998.41 (feet) ADJUSTED PQ0071 ___________________________________________________________________ PQ0071 X - -318,258.008 (meters) COMP PQ0071 Y - -4,513,923.576 (meters) COMP PQ0071 Z - 4,480,189.698 (meters) COMP PQ0071 LAPLACE CORR- 0.58 (seconds) DEFLEC99 PQ0071 ELLIP HEIGHT- 276.90 (meters) (06/18/03) GPS OBS PQ0071 GEOID HEIGHT- -27.40 (meters) GEOID99 PQ0071 DYNAMIC HT - 304.289 (meters) 998.32 (feet) COMP PQ0071 MODELED GRAV- 980,518.2 (mgal) NAVD 88 PQ0071 PQ0071 HORZ ORDER - FIRST PQ0071 VERT ORDER - SECOND CLASS 0 PQ0071 ELLP ORDER - THIRD CLASS I PQ0071 PQ0071.The horizontal coordinates were established by GPS observations PQ0071.and adjusted by the MN DEPT OF TRANSP in June 2003. PQ0071 PQ0071.The orthometric height was determined by differential leveling PQ0071.and adjusted by the National Geodetic Survey in June 1991. PQ0071.WARNING-Repeat measurements at this control monument indicate possible PQ0071.vertical movement. PQ0071 PQ0071.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ0071 PQ0071.The Laplace correction was computed from DEFLEC99 derived deflections. PQ0071 PQ0071.The ellipsoidal height was determined by GPS observations PQ0071.and is referenced to NAD 83. PQ0071 PQ0071.The geoid height was determined by GEOID99. PQ0071 PQ0071.The dynamic height is computed by dividing the NAVD 88 PQ0071.geopotential number by the normal gravity value computed on the PQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ0071.degrees latitude (g = 980.6199 gals.). PQ0071 PQ0071.The modeled gravity was interpolated from observed gravity values. PQ0071 PQ0071; North East Units Scale Converg. PQ0071;SPC MN S - 311,835.869 797,392.895 MT 0.99994699 -0 01 23.3 PQ0071;UTM 15 - 4,973,081.646 418,450.388 MT 0.99968177 -0 43 45.5 PQ0071 PQ0071 SUPERSEDED SURVEY CONTROL PQ0071 PQ0071 NGVD 29 - 304.196 (m) 998.02 (f) ADJ UNCH 2 0 PQ0071 PQ0071.Superseded values are not recommended for survey control. PQ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ0071.See file dsdata.txt to determine how the superseded data were derived. PQ0071 PQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1845073082(NAD 83) PQ0071_MARKER: DB = BENCH MARK DISK PQ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ0071_STAMPING: 4302 A 1968 PQ0071_MARK LOGO: MNHD PQ0071_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT PQ0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ0071+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998 PQ0071 PQ0071 HISTORY - Date Condition Report By PQ0071 HISTORY - 1968 MONUMENTED MNDT PQ0071 HISTORY - 1972 GOOD MNDT PQ0071 HISTORY - 19980401 GOOD MNDT PQ0071 PQ0071 STATION DESCRIPTION PQ0071 PQ0071'DESCRIBED BY MN DEPT OF TRANSP 1972 PQ0071'1.6 MI NE FROM LESTER PRAIRIE. PQ0071'1.4 MILES NORTH ALONG T.H. 261 FROM THE JUNCTION OF T.H. 261 AND PQ0071'COUNTY ROAD 23 AT LESTER PRAIRIE, THENCE, 1 MILE EAST ALONG T.H. 7, 74 PQ0071'FEET WEST OF THE CENTER OF COUNTY ROAD 64, 63 FEET NORTH OF THE PQ0071'CENTERLINE OF T.H. 7, 47 FEET WEST OF POWER POLE NO. 363, 1 FOOT SOUTH PQ0071'OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET PQ0071'FLUSH WITH THE GROUND. PQ0071 PQ0071 STATION RECOVERY (1998) PQ0071 PQ0071'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PQ0071'RECOVERED AS DESCRIBED AT TH 7 MP 158.9, 0.5 FT (15.2 CM) SOUTH OF WIT PQ0071'POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 PQ1169 *********************************************************************** PQ1169 DESIGNATION - 4302 D PQ1169 PID - PQ1169 PQ1169 STATE/COUNTY- MN/MCLEOD PQ1169 USGS QUAD - HUTCHINSON EAST (1994) PQ1169 PQ1169 *CURRENT SURVEY CONTROL PQ1169 ___________________________________________________________________ PQ1169* NAD 83(1996)- 44 53 46.54013(N) 094 19 33.10358(W) ADJUSTED PQ1169* NAVD 88 - 324.218 (meters) 1063.71 (feet) ADJUSTED PQ1169 ___________________________________________________________________ PQ1169 X - -341,386.780 (meters) COMP PQ1169 Y - -4,513,052.168 (meters) COMP PQ1169 Z - 4,479,398.643 (meters) COMP PQ1169 LAPLACE CORR- -2.59 (seconds) DEFLEC99 PQ1169 ELLIP HEIGHT- 296.88 (meters) (06/18/03) GPS OBS PQ1169 GEOID HEIGHT- -27.31 (meters) GEOID99 PQ1169 DYNAMIC HT - 324.188 (meters) 1063.61 (feet) COMP PQ1169 MODELED GRAV- 980,515.1 (mgal) NAVD 88 PQ1169 PQ1169 HORZ ORDER - FIRST PQ1169 VERT ORDER - SECOND CLASS I PQ1169 ELLP ORDER - THIRD CLASS I PQ1169 PQ1169.The horizontal coordinates were established by GPS observations PQ1169.and adjusted by the MN DEPT OF TRANSP in June 2003. PQ1169 PQ1169.The orthometric height was determined by differential leveling PQ1169.and adjusted by the National Geodetic Survey in June 1995. PQ1169 PQ1169.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1169 PQ1169.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1169 PQ1169.The ellipsoidal height was determined by GPS observations PQ1169.and is referenced to NAD 83. PQ1169 PQ1169.The geoid height was determined by GEOID99. PQ1169 PQ1169.The dynamic height is computed by dividing the NAVD 88 PQ1169.geopotential number by the normal gravity value computed on the PQ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ1169.degrees latitude (g = 980.6199 gals.). PQ1169 PQ1169.The modeled gravity was interpolated from observed gravity values. PQ1169 PQ1169; North East Units Scale Converg. PQ1169;SPC MN S - 310,750.046 774,261.948 MT 0.99994575 -0 13 42.3 PQ1169;UTM 15 - 4,972,281.448 395,313.341 MT 0.99973476 -0 56 09.3 PQ1169 PQ1169 SUPERSEDED SURVEY CONTROL PQ1169 PQ1169 NAD 83(1996)- 44 53 46.53958(N) 094 19 33.10542(W) AD( ) 2 PQ1169 NAD 83(1986)- 44 53 46.53501(N) 094 19 33.09935(W) AD( ) 2 PQ1169 NGVD 29 - 324.17 (m) 1063.5 (f) LEVELING 3 PQ1169 PQ1169.Superseded values are not recommended for survey control. PQ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ1169.See file dsdata.txt to determine how the superseded data were derived. PQ1169 PQ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9531372281(NAD 83) PQ1169_MARKER: DV = VERTICAL CONTROL DISK PQ1169_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PQ1169_STAMPING: 4302 D 1984 PQ1169_MARK LOGO: MNDT PQ1169_PROJECTION: FLUSH PQ1169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PQ1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1169+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2000 PQ1169 PQ1169 HISTORY - Date Condition Report By PQ1169 HISTORY - 1984 MONUMENTED MNDT PQ1169 HISTORY - 1986 GOOD MNDT PQ1169 HISTORY - 1989 GOOD MNDT PQ1169 HISTORY - 19960401 GOOD MNDT PQ1169 HISTORY - 20001120 SEE DESCRIPTION MNDT PQ1169 PQ1169 STATION DESCRIPTION PQ1169 PQ1169'DESCRIBED BY MN DEPT OF TRANSP 1984 (DKH) PQ1169'THE STATION IS LOCATED ABOUT 2 MILES EAST OF THE TOWN OF HUTCHINSON, PQ1169'IN THE SE 1/4 OF SECTION 33, T117N, R29W, ON THE NORTH RIGHT-OF-WAY OF PQ1169'TRUNK HIGHWAY 7 AT MILEPOINT 144.2. PQ1169' PQ1169'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAYS 7, 15, AND 22 PQ1169'IN HUTCHINSON, GO EAST ON TRUNK HIGHWAY 7 FOR 2.15 MILES TO THE PQ1169'STATION ON THE LEFT OPPOSITE A DRIVE IN THEATER. PQ1169' PQ1169'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT PQ1169'DISK STAMPED---4302 D 1984---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH PQ1169'DIAMETER ALUMINUM ROD THAT IS BURIED 0.1 FOOT BELOW THE SURFACE OF THE PQ1169'GROUND. THE MARK IS 72.0 FEET NORTH OF THE CENTERLINE OF TRUNK PQ1169'HIGHWAY 7, 27.4 FEET EAST-SOUTHEAST OF A POWER POLE, 2.6 FEET SOUTH OF PQ1169'A RIGHT-OF-WAY POST, AND 2.0 FEET WEST OF A STEEL WITNESS POST. PQ1169' PQ1169'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC. PQ1169 PQ1169 STATION RECOVERY (1986) PQ1169 PQ1169'RECOVERY NOTE BY MN DEPT OF TRANSP 1986 (DKH) PQ1169'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1984. PQ1169 PQ1169 STATION RECOVERY (1989) PQ1169 PQ1169'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 PQ1169'IN THE SE 1/4 OF SECTION 33, T117N, R29W, 2.2 MILES EAST ALONG TRUNK PQ1169'HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 15 AND 22 IN PQ1169'HUTCHINSON, 72.0 FEET NORTH OF AND AND ABOUT 3 FEET LOWER THAN THE PQ1169'CENTERLINE OF HIGHWAY 7 AT MILEPOINT 144.2, 27.4 FEET EAST-SOUTHEAST PQ1169'OF A POWER POLE, 2.6 FEET SOUTH OF A RIGHT-OF-WAY POST, AND 2.0 PQ1169'FEET WEST OF A STEEL WITNESS POST, IS FORCED PQ1169'ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4 INCH DIAMETER BY PQ1169'25 FOOT LONG ALUMINUM ALOY ROD. PQ1169 PQ1169 STATION RECOVERY (1996) PQ1169 PQ1169'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS) PQ1169'MARK WAS RECOVERED AS DESCRIBED. PQ1169 PQ1169 STATION RECOVERY (2000) PQ1169 PQ1169'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP) PQ1169'THE MARK WAS RECOVERED OK AND OCCUPIED IN 1998. THE MARK WAS NOT PQ1169'FOUND IN 2000 BECAUSE OF CONSTRUCTION IN THE AREA. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6191 *********************************************************************** DF6191 DESIGNATION - ACOM DF6191 PID - DF6191 DF6191 STATE/COUNTY- MN/MCLEOD DF6191 USGS QUAD - HUTCHINSON WEST (1994) DF6191 DF6191 *CURRENT SURVEY CONTROL DF6191 ___________________________________________________________________ DF6191* NAD 83(1996)- 44 54 24.72980(N) 094 26 15.53566(W) ADJUSTED DF6191* NAVD 88 - 333.4 (meters) 1094. (feet) GPS OBS DF6191 ___________________________________________________________________ DF6191 X - -350,127.416 (meters) COMP DF6191 Y - -4,511,554.385 (meters) COMP DF6191 Z - 4,480,240.295 (meters) COMP DF6191 LAPLACE CORR- -2.76 (seconds) DEFLEC99 DF6191 ELLIP HEIGHT- 306.20 (meters) (06/18/03) GPS OBS DF6191 GEOID HEIGHT- -27.17 (meters) GEOID99 DF6191 DF6191 HORZ ORDER - FIRST DF6191 ELLP ORDER - THIRD CLASS I DF6191 DF6191.The horizontal coordinates were established by GPS observations DF6191.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6191 DF6191.The orthometric height was determined by GPS observations and a DF6191.high-resolution geoid model. DF6191 DF6191.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6191 DF6191.The Laplace correction was computed from DEFLEC99 derived deflections. DF6191 DF6191.The ellipsoidal height was determined by GPS observations DF6191.and is referenced to NAD 83. DF6191 DF6191.The geoid height was determined by GEOID99. DF6191 DF6191; North East Units Scale Converg. DF6191;SPC MN S - 311,970.093 765,438.918 MT 0.99994704 -0 18 24.3 DF6191;UTM 15 - 4,973,610.141 386,507.820 MT 0.99975838 -1 00 54.1 DF6191 DF6191 SUPERSEDED SURVEY CONTROL DF6191 DF6191.No superseded survey control is available for this station. DF6191 DF6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8650873610(NAD 83) DF6191_MARKER: DH = HORIZONTAL CONTROL DISK DF6191_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6191_STAMPING: ACOM 1992 DF6191_MARK LOGO: MNDT DF6191_PROJECTION: RECESSED 5 CENTIMETERS DF6191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6191+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6191 DF6191 HISTORY - Date Condition Report By DF6191 HISTORY - 1992 MONUMENTED MNDT DF6191 HISTORY - 19981124 GOOD MNDT DF6191 DF6191 STATION DESCRIPTION DF6191 DF6191'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6191'THE MARK IS 4 MI (6.4 KM) WNW OF HUTCHINSON, 3.9 MI (6.3 KM) WEST DF6191'ALONG TH 22 FROM JCT OF TH 15-TH 7 TO TH 22 MP 126.05 AT VALE AVE THEN DF6191'0.05 MI (0.08 KM) NORTH THEN 0.15 MI (0.24 KM) EAST ON 200TH ST, AT DF6191'TOP OF HILL, 24 FT (7.3 M) NORTH OF 200TH ST, 18 FT (5.5 M) EAST OF DF6191'ENTRANCE, 37.5 FT (11.4 M) ESE OF P-POLE, 13.8 FT (4.2 M) WEST OF WIT DF6191'POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6192 *********************************************************************** DF6192 DESIGNATION - APPY DF6192 PID - DF6192 DF6192 STATE/COUNTY- MN/MCLEOD DF6192 USGS QUAD - HUTCHINSON WEST (1994) DF6192 DF6192 *CURRENT SURVEY CONTROL DF6192 ___________________________________________________________________ DF6192* NAD 83(1996)- 44 53 26.37976(N) 094 23 37.55293(W) ADJUSTED DF6192* NAVD 88 - 323.8 (meters) 1062. (feet) GPS OBS DF6192 ___________________________________________________________________ DF6192 X - -346,768.697 (meters) COMP DF6192 Y - -4,513,082.121 (meters) COMP DF6192 Z - 4,478,957.485 (meters) COMP DF6192 LAPLACE CORR- -2.67 (seconds) DEFLEC99 DF6192 ELLIP HEIGHT- 296.51 (meters) (06/18/03) GPS OBS DF6192 GEOID HEIGHT- -27.26 (meters) GEOID99 DF6192 DF6192 HORZ ORDER - FIRST DF6192 ELLP ORDER - THIRD CLASS I DF6192 DF6192.The horizontal coordinates were established by GPS observations DF6192.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6192 DF6192.The orthometric height was determined by GPS observations and a DF6192.high-resolution geoid model. DF6192 DF6192.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6192 DF6192.The Laplace correction was computed from DEFLEC99 derived deflections. DF6192 DF6192.The ellipsoidal height was determined by GPS observations DF6192.and is referenced to NAD 83. DF6192 DF6192.The geoid height was determined by GEOID99. DF6192 DF6192; North East Units Scale Converg. DF6192;SPC MN S - 310,151.357 768,895.736 MT 0.99994508 -0 16 33.6 DF6192;UTM 15 - 4,971,749.187 389,941.239 MT 0.99974895 -0 59 01.5 DF6192 DF6192 SUPERSEDED SURVEY CONTROL DF6192 DF6192.No superseded survey control is available for this station. DF6192 DF6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8994171749(NAD 83) DF6192_MARKER: DH = HORIZONTAL CONTROL DISK DF6192_SETTING: 38 = BRIDGE ABUTMENT DF6192_STAMPING: APPY 1992 DF6192_MARK LOGO: MNDT DF6192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6192+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6192 DF6192 HISTORY - Date Condition Report By DF6192 HISTORY - 1992 MONUMENTED MNDT DF6192 HISTORY - 19981124 GOOD MNDT DF6192 DF6192 STATION DESCRIPTION DF6192 DF6192'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6192'THE MARK IS LOCATED AT WEST EDGE OF HUTCHINSON IN SW CORNER OF BRIDGE DF6192'OVER OTTER LAKE, 1.35 MI (2.17 KM) WEST ALONG TH 22 FROM JCT OF 15-TH DF6192'7 THEN 0.2 MI (0.3 KM) SOUTH ON SCHOOL RD, 20 FT (6.1 M) WSW OF SCHOOL DF6192'RD, 3.2 FT (1.0 M) EAST OF SW COR OF BRIDGE ABUTMENT, 3 FT (0.9 M) DF6192'WEST OF FACE OF CURB, 8.2 FT (2.5 M) NORTH OF NE COR OF METAL CONTROL DF6192'BOX, 5.6 FT (1.7 M) ESE OF WIT POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6193 *********************************************************************** DF6193 DESIGNATION - BOHE DF6193 PID - DF6193 DF6193 STATE/COUNTY- MN/MCLEOD DF6193 USGS QUAD - SILVER LAKE (1982) DF6193 DF6193 *CURRENT SURVEY CONTROL DF6193 ___________________________________________________________________ DF6193* NAD 83(1996)- 44 53 16.14599(N) 094 13 57.90535(W) ADJUSTED DF6193* NAVD 88 - 323.46 (meters) 1061.2 (feet) LEVELING DF6193 ___________________________________________________________________ DF6193 X - -334,101.063 (meters) COMP DF6193 Y - -4,514,260.798 (meters) COMP DF6193 Z - 4,478,733.315 (meters) COMP DF6193 LAPLACE CORR- -1.95 (seconds) DEFLEC99 DF6193 ELLIP HEIGHT- 296.02 (meters) (06/18/03) GPS OBS DF6193 GEOID HEIGHT- -27.41 (meters) GEOID99 DF6193 DF6193 HORZ ORDER - FIRST DF6193 VERT ORDER - THIRD ? DF6193 ELLP ORDER - THIRD CLASS I DF6193 DF6193.The horizontal coordinates were established by GPS observations DF6193.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6193 DF6193.The orthometric height was determined by differential leveling. DF6193.The vertical network tie was performed by a horz. field party for horz. DF6193.obs reductions. Reset procedures were used to establish the elevation. DF6193 DF6193.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6193 DF6193.The Laplace correction was computed from DEFLEC99 derived deflections. DF6193 DF6193.The ellipsoidal height was determined by GPS observations DF6193.and is referenced to NAD 83. DF6193 DF6193.The geoid height was determined by GEOID99. DF6193 DF6193; North East Units Scale Converg. DF6193;SPC MN S - 309,786.725 781,613.547 MT 0.99994474 -0 09 47.3 DF6193;UTM 15 - 4,971,227.693 402,650.878 MT 0.99971653 -0 52 12.2 DF6193 DF6193: Primary Azimuth Mark Grid Az DF6193:SPC MN S - BOHE RM 3 002 29 03.1 DF6193:UTM 15 - BOHE RM 3 003 11 28.0 DF6193 DF6193|---------------------------------------------------------------------| DF6193| PID Reference Object Distance Geod. Az | DF6193| dddmmss.s | DF6193| DF6194 BOHE RM 3 426.788 METERS 0021915.8 | DF6193|---------------------------------------------------------------------| DF6193 DF6193 SUPERSEDED SURVEY CONTROL DF6193 DF6193.No superseded survey control is available for this station. DF6193 DF6193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0265171228(NAD 83) DF6193_MARKER: DH = HORIZONTAL CONTROL DISK DF6193_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6193_STAMPING: BOHE 1989 DF6193_MARK LOGO: MNDT DF6193_PROJECTION: FLUSH DF6193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6193+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6193 DF6193 HISTORY - Date Condition Report By DF6193 HISTORY - 1989 MONUMENTED MNDT DF6193 HISTORY - 19981124 GOOD MNDT DF6193 DF6193 STATION DESCRIPTION DF6193 DF6193'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6193'THE MARK IS 1.5 MI (2.4 KM) WEST OF SILVER LAKE, 1.45 MI (2.33 KM) DF6193'WEST OF JCT OF TH 7 AND CO RD 16, 0.3 MI (0.5 KM) SOUTH OF TH 7 MP DF6193'148.8 ON CO RD 90, 20.5 FT (6.2 M) WEST OF CO RD 90, 6 FT (1.8 M) DF6193'SOUTH OF ENTRANCE, 99.5 FT (30.3 M) SW OF P-POLE, 97.7 FT (29.8 M) SW DF6193'OF WIT POST, 97.4 FT (29.7 M) SW OF BOHE RM 1, 46.2 FT (14.1 M) NW OF DF6193'BOHE RM 2. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6194 *********************************************************************** DF6194 DESIGNATION - BOHE RM 3 DF6194 PID - DF6194 DF6194 STATE/COUNTY- MN/MCLEOD DF6194 USGS QUAD - SILVER LAKE (1982) DF6194 DF6194 *CURRENT SURVEY CONTROL DF6194 ___________________________________________________________________ DF6194* NAD 83(1996)- 44 53 29.96029(N) 094 13 57.11766(W) ADJUSTED DF6194* NAVD 88 - 324.08 (meters) 1063.3 (feet) LEVELING DF6194 ___________________________________________________________________ DF6194 X - -334,061.644 (meters) COMP DF6194 Y - -4,513,962.370 (meters) COMP DF6194 Z - 4,479,035.891 (meters) COMP DF6194 LAPLACE CORR- -2.01 (seconds) DEFLEC99 DF6194 ELLIP HEIGHT- 296.65 (meters) (06/18/03) GPS OBS DF6194 GEOID HEIGHT- -27.41 (meters) GEOID99 DF6194 DF6194 HORZ ORDER - FIRST DF6194 VERT ORDER - THIRD ? DF6194 ELLP ORDER - THIRD CLASS I DF6194 DF6194.The horizontal coordinates were established by GPS observations DF6194.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6194 DF6194.The orthometric height was determined by differential leveling. DF6194.The vertical network tie was performed by a horz. field party for horz. DF6194.obs reductions. Reset procedures were used to establish the elevation. DF6194 DF6194.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6194 DF6194.The Laplace correction was computed from DEFLEC99 derived deflections. DF6194 DF6194.The ellipsoidal height was determined by GPS observations DF6194.and is referenced to NAD 83. DF6194 DF6194.The geoid height was determined by GEOID99. DF6194 DF6194; North East Units Scale Converg. DF6194;SPC MN S - 310,213.089 781,632.045 MT 0.99994520 -0 09 46.8 DF6194;UTM 15 - 4,971,653.699 402,674.630 MT 0.99971647 -0 52 11.8 DF6194 DF6194: Primary Azimuth Mark Grid Az DF6194:SPC MN S - BOHE 182 29 03.1 DF6194:UTM 15 - BOHE 183 11 28.1 DF6194 DF6194|---------------------------------------------------------------------| DF6194| PID Reference Object Distance Geod. Az | DF6194| dddmmss.s | DF6194| DF6193 BOHE 426.788 METERS 1821916.3 | DF6194|---------------------------------------------------------------------| DF6194 DF6194 SUPERSEDED SURVEY CONTROL DF6194 DF6194.No superseded survey control is available for this station. DF6194 DF6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0267571654(NAD 83) DF6194_MARKER: DR = REFERENCE MARK DISK DF6194_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6194_STAMPING: BOHE NO 3 1989 DF6194_MARK LOGO: MNDT DF6194_PROJECTION: FLUSH DF6194_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6194+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6194 DF6194 HISTORY - Date Condition Report By DF6194 HISTORY - 1989 MONUMENTED MNDT DF6194 HISTORY - 19981124 GOOD MNDT DF6194 DF6194 STATION DESCRIPTION DF6194 DF6194'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6194'THE MARK IS 1.5 MI (2.4 KM) WEST OF SILVER LAKE, 1.45 MI (2.33 KM) DF6194'WEST OF JCT OF TH 7 AND CO RD 16, 300 FT (91.4 M) SOUTH OF TH 7 MP DF6194'148.8, 29.5 FT (9.0 M) EAST OF CO RD 90, 2.8 FT (0.9 M) NW OF P-POLE, DF6194'2.2 FT (0.7 M) WEST OF WIT POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6195 *********************************************************************** DF6195 DESIGNATION - DOLS DF6195 PID - DF6195 DF6195 STATE/COUNTY- MN/MCLEOD DF6195 USGS QUAD - HUTCHINSON WEST (1994) DF6195 DF6195 *CURRENT SURVEY CONTROL DF6195 ___________________________________________________________________ DF6195* NAD 83(1996)- 44 54 24.26092(N) 094 26 49.77080(W) ADJUSTED DF6195* NAVD 88 - 332.1 (meters) 1090. (feet) GPS OBS DF6195 ___________________________________________________________________ DF6195 X - -350,876.944 (meters) COMP DF6195 Y - -4,511,505.473 (meters) COMP DF6195 Z - 4,480,229.119 (meters) COMP DF6195 LAPLACE CORR- -2.68 (seconds) DEFLEC99 DF6195 ELLIP HEIGHT- 304.89 (meters) (06/18/03) GPS OBS DF6195 GEOID HEIGHT- -27.16 (meters) GEOID99 DF6195 DF6195 HORZ ORDER - FIRST DF6195 ELLP ORDER - THIRD CLASS I DF6195 DF6195.The horizontal coordinates were established by GPS observations DF6195.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6195 DF6195.The orthometric height was determined by GPS observations and a DF6195.high-resolution geoid model. DF6195 DF6195.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6195 DF6195.The Laplace correction was computed from DEFLEC99 derived deflections. DF6195 DF6195.The ellipsoidal height was determined by GPS observations DF6195.and is referenced to NAD 83. DF6195 DF6195.The geoid height was determined by GEOID99. DF6195 DF6195; North East Units Scale Converg. DF6195;SPC MN S - 311,959.684 764,687.862 MT 0.99994702 -0 18 48.3 DF6195;UTM 15 - 4,973,609.018 385,756.833 MT 0.99976049 -1 01 18.3 DF6195 DF6195 SUPERSEDED SURVEY CONTROL DF6195 DF6195.No superseded survey control is available for this station. DF6195 DF6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8575773609(NAD 83) DF6195_MARKER: DH = HORIZONTAL CONTROL DISK DF6195_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6195_STAMPING: DOLS 1992 DF6195_MARK LOGO: MNDT DF6195_PROJECTION: RECESSED 3 CENTIMETERS DF6195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6195+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6195 DF6195 HISTORY - Date Condition Report By DF6195 HISTORY - 1992 MONUMENTED MNDT DF6195 HISTORY - 19981124 GOOD MNDT DF6195 DF6195 STATION DESCRIPTION DF6195 DF6195'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6195'THE MARK IS LOCATED 4 MI (6.4 KM) WNW OF HUTCHINSON, ON SOUTH SHOULDER DF6195'OF 200TH ST, 4 MI (6.4 KM) WEST ALONG TH 22 FROM JCT OF TH 15-TH 7 DF6195'THEN 0.25 MI (0.40 KM) WEST ON 200TH ST, AT TOP OF HILL, 14.5 FT (4.4 DF6195'M) SOUTH OF 200TH ST, 9 FT (2.7 M) EAST OF ENTRANCE, 14.6 FT (4.5 M) DF6195'NW OF WIT POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6206 *********************************************************************** DF6206 DESIGNATION - FINNISH DF6206 PID - DF6206 DF6206 STATE/COUNTY- MN/MCLEOD DF6206 USGS QUAD - WINSTED (1982) DF6206 DF6206 *CURRENT SURVEY CONTROL DF6206 ___________________________________________________________________ DF6206* NAD 83(1996)- 44 54 13.04730(N) 094 04 25.03494(W) ADJUSTED DF6206* NAVD 88 - 313.5 (meters) 1029. (feet) GPS OBS DF6206 ___________________________________________________________________ DF6206 X - -321,473.511 (meters) COMP DF6206 Y - -4,513,927.537 (meters) COMP DF6206 Z - 4,479,970.611 (meters) COMP DF6206 LAPLACE CORR- 0.96 (seconds) DEFLEC99 DF6206 ELLIP HEIGHT- 286.02 (meters) (06/18/03) GPS OBS DF6206 GEOID HEIGHT- -27.41 (meters) GEOID99 DF6206 DF6206 HORZ ORDER - FIRST DF6206 ELLP ORDER - THIRD CLASS I DF6206 DF6206.The horizontal coordinates were established by GPS observations DF6206.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6206 DF6206.The orthometric height was determined by GPS observations and a DF6206.high-resolution geoid model. DF6206 DF6206.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6206 DF6206.The Laplace correction was computed from DEFLEC99 derived deflections. DF6206 DF6206.The ellipsoidal height was determined by GPS observations DF6206.and is referenced to NAD 83. DF6206 DF6206.The geoid height was determined by GEOID99. DF6206 DF6206; North East Units Scale Converg. DF6206;SPC MN S - 311,519.579 794,185.820 MT 0.99994664 -0 03 05.8 DF6206;UTM 15 - 4,972,804.983 415,240.498 MT 0.99968834 -0 45 28.6 DF6206 DF6206: Primary Azimuth Mark Grid Az DF6206:SPC MN S - ROACH 359 52 55.3 DF6206:UTM 15 - ROACH 000 35 18.1 DF6206 DF6206|---------------------------------------------------------------------| DF6206| PID Reference Object Distance Geod. Az | DF6206| dddmmss.s | DF6206| DF6202 ROACH APPROX. 0.5 KM 3594949.5 | DF6206|---------------------------------------------------------------------| DF6206 DF6206 SUPERSEDED SURVEY CONTROL DF6206 DF6206.No superseded survey control is available for this station. DF6206 DF6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1524072805(NAD 83) DF6206_MARKER: DD = SURVEY DISK DF6206_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6206_STAMPING: FINNISH 1993 DF6206_MARK LOGO: MN-085 DF6206_PROJECTION: RECESSED 8 CENTIMETERS DF6206_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6206+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1998 DF6206 DF6206 HISTORY - Date Condition Report By DF6206 HISTORY - 1993 MONUMENTED MN-085 DF6206 HISTORY - 19981101 GOOD MNDT DF6206 DF6206 STATION DESCRIPTION DF6206 DF6206'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) DF6206'THE MARK IS 2.25 MI (3.62 KM) NW OF LESTER PRAIRIE, 1 MI (1.6 KM) WEST DF6206'OF JCT OF TH 261 AND TH 7, 970 FT (295.7 M) SOUTH OF TH 7 AT MP 156.9, DF6206'26 FT (7.9 M) WEST OF CABLE AVE (CO RD 63 ), 8 FT (2.4 M) NORTH OF DF6206'FIELD DRIVE, 10.9 FT (3.3 M) SE OF WIT POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 AC4877 *********************************************************************** AC4877 CBN - This is a Cooperative Base Network Control Station. AC4877 DESIGNATION - HALE AC4877 PID - AC4877 AC4877 STATE/COUNTY- MN/MCLEOD AC4877 USGS QUAD - SILVER LAKE (1982) AC4877 AC4877 *CURRENT SURVEY CONTROL AC4877 ___________________________________________________________________ AC4877* NAD 83(1996)- 44 54 23.13674(N) 094 11 08.60735(W) ADJUSTED AC4877* NAVD 88 - 323.68 (meters) 1061.9 (feet) LEVELING AC4877 ___________________________________________________________________ AC4877 X - -330,289.203 (meters) COMP AC4877 Y - -4,513,077.825 (meters) COMP AC4877 Z - 4,480,198.418 (meters) COMP AC4877 LAPLACE CORR- -1.50 (seconds) DEFLEC99 AC4877 ELLIP HEIGHT- 296.22 (meters) (01/15/97) GPS OBS AC4877 GEOID HEIGHT- -27.43 (meters) GEOID99 AC4877 AC4877 HORZ ORDER - B AC4877 VERT ORDER - THIRD ? AC4877 ELLP ORDER - FOURTH CLASS I AC4877 AC4877.The horizontal coordinates were established by GPS observations AC4877.and adjusted by the National Geodetic Survey in January 1997. AC4877 AC4877.The orthometric height was determined by differential leveling. AC4877.The vertical network tie was performed by a horz. field party for horz. AC4877.obs reductions. Reset procedures were used to establish the elevation. AC4877 AC4877.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4877 AC4877.The Laplace correction was computed from DEFLEC99 derived deflections. AC4877 AC4877.The ellipsoidal height was determined by GPS observations AC4877.and is referenced to NAD 83. AC4877 AC4877.The geoid height was determined by GEOID99. AC4877 AC4877; North East Units Scale Converg. AC4877;SPC MN S - 311,845.061 785,333.204 MT 0.99994699 -0 07 48.6 AC4877;UTM 15 - 4,973,239.510 406,394.772 MT 0.99970774 -0 50 13.6 AC4877 AC4877 SUPERSEDED SURVEY CONTROL AC4877 AC4877.No superseded survey control is available for this station. AC4877 AC4877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0639573240(NAD 83) AC4877_MARKER: DH = HORIZONTAL CONTROL DISK AC4877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC4877_STAMPING: HALE 1989 AC4877_MARK LOGO: MNDT AC4877_PROJECTION: FLUSH AC4877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC4877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4877+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998 AC4877_ROD/PIPE-DEPTH: 5.5 meters AC4877 AC4877 HISTORY - Date Condition Report By AC4877 HISTORY - 1989 MONUMENTED MNDT AC4877 HISTORY - 19941020 GOOD MNDT AC4877 HISTORY - 19980401 GOOD MNDT AC4877 AC4877 STATION DESCRIPTION AC4877 AC4877'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH) AC4877'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION. A NEW AC4877'DESRIPTION FOLLOWS. THE MARK IS LOCATED ABOUT 1-1/4 MI EAST OF THE AC4877'TOWN OF SILVER LAKE IN THE NW 1/4 OF SECTION 34, T117N, R28W. TO AC4877'REACH THE MARK FROM THE JCT OF CO RD 16 AND TH 7 IN SILVER LAKE, GO AC4877'EAST FOR 1.15 MI (1.85 KM) ON TH 7 TO TH 7 MP 151.45 AND THE MARK ON AC4877'THE RIGHT. THE MARK, A DISK SET ON AN 18 FT (5.5 M) LONG DRIVEN AC4877'ALUMINUM ROD, IS 152.5 FT (46.5 M) SOUTH OF TH 7, 49.5 FT (15.1 M) AC4877'WEST OF CO RD 2, 84.9 FT (25.9 M) SSE OF A P-POLE NO 24, 6.1 FT (1.9 AC4877'M) NORTH OF A R/W POST, 3.0 FT (0.9 M) SOUTH OF A WIT POST, 30.22 FT AC4877'(9.21 M) NORTH OF RM 1, AND 27.27 FT (8.31 M) ESE OF RM 2. RECOVERED AC4877'AND DESCRIBED BY DAVID K. HERDER, TYPED BY D.J.E. AC4877 AC4877 STATION RECOVERY (1998) AC4877 AC4877'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) AC4877'THE MARK WAS RECOVERED AS DESCRIBED. RM 1 AND RM 2 OK. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6196 *********************************************************************** DF6196 DESIGNATION - HALE RM 3 DF6196 PID - DF6196 DF6196 STATE/COUNTY- MN/MCLEOD DF6196 USGS QUAD - SILVER LAKE (1982) DF6196 DF6196 *CURRENT SURVEY CONTROL DF6196 ___________________________________________________________________ DF6196* NAD 83(1996)- 44 54 47.59889(N) 094 11 07.37849(W) ADJUSTED DF6196* NAVD 88 - 322.97 (meters) 1059.6 (feet) LEVELING DF6196 ___________________________________________________________________ DF6196 X - -330,223.369 (meters) COMP DF6196 Y - -4,512,547.577 (meters) COMP DF6196 Z - 4,480,732.748 (meters) COMP DF6196 LAPLACE CORR- -1.66 (seconds) DEFLEC99 DF6196 ELLIP HEIGHT- 295.52 (meters) (06/18/03) GPS OBS DF6196 GEOID HEIGHT- -27.42 (meters) GEOID99 DF6196 DF6196 HORZ ORDER - FIRST DF6196 VERT ORDER - THIRD ? DF6196 ELLP ORDER - THIRD CLASS I DF6196 DF6196.The horizontal coordinates were established by GPS observations DF6196.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6196 DF6196.The orthometric height was determined by differential leveling. DF6196.The vertical network tie was performed by a horz. field party for horz. DF6196.obs reductions. Reset procedures were used to establish the elevation. DF6196 DF6196.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6196 DF6196.The Laplace correction was computed from DEFLEC99 derived deflections. DF6196 DF6196.The ellipsoidal height was determined by GPS observations DF6196.and is referenced to NAD 83. DF6196 DF6196.The geoid height was determined by GEOID99. DF6196 DF6196; North East Units Scale Converg. DF6196;SPC MN S - 312,600.091 785,361.873 MT 0.99994783 -0 07 47.8 DF6196;UTM 15 - 4,973,993.948 406,432.746 MT 0.99970765 -0 50 13.1 DF6196 DF6196 SUPERSEDED SURVEY CONTROL DF6196 DF6196.No superseded survey control is available for this station. DF6196 DF6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0643373994(NAD 83) DF6196_MARKER: DR = REFERENCE MARK DISK DF6196_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6196_STAMPING: HALE NO 3 1989 DF6196_MARK LOGO: MNDT DF6196_PROJECTION: RECESSED 5 CENTIMETERS DF6196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6196+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998 DF6196 DF6196 HISTORY - Date Condition Report By DF6196 HISTORY - 1989 MONUMENTED MNDT DF6196 HISTORY - 19980401 GOOD MNDT DF6196 DF6196 STATION DESCRIPTION DF6196 DF6196'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) DF6196'THE MARK IS 1 MI (1.6 KM) NE OF SILVER LAKE, 1.15 MI (1.85 KM) EAST OF DF6196'JCT OF TH 7 AND CO RD 16, 0.5 MI (0.8 KM) NORTH OF TH 7 MP 151.45 ON DF6196'CO RD 2, 6 FT (1.8 M) SOUTH OF ENTRANCE, 29.5 FT (9.0 M) EAST OF CO RD DF6196'2, 24.5 FT (7.5 M) NORTH OF P-POLE 3100-11, 6.9 FT (2.1 M) NORTH OF DF6196'WIT POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6197 *********************************************************************** DF6197 DESIGNATION - HALVA DF6197 PID - DF6197 DF6197 STATE/COUNTY- MN/MCLEOD DF6197 USGS QUAD - HUTCHINSON EAST (1994) DF6197 DF6197 *CURRENT SURVEY CONTROL DF6197 ___________________________________________________________________ DF6197* NAD 83(1996)- 44 53 20.03431(N) 094 15 11.58497(W) ADJUSTED DF6197* NAVD 88 - 322.38 (meters) 1057.7 (feet) LEVELING DF6197 ___________________________________________________________________ DF6197 X - -335,707.237 (meters) COMP DF6197 Y - -4,514,055.939 (meters) COMP DF6197 Z - 4,478,817.610 (meters) COMP DF6197 LAPLACE CORR- -2.16 (seconds) DEFLEC99 DF6197 ELLIP HEIGHT- 294.96 (meters) (06/18/03) GPS OBS DF6197 GEOID HEIGHT- -27.39 (meters) GEOID99 DF6197 DF6197 HORZ ORDER - FIRST DF6197 VERT ORDER - THIRD ? DF6197 ELLP ORDER - THIRD CLASS I DF6197 DF6197.The horizontal coordinates were established by GPS observations DF6197.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6197 DF6197.The orthometric height was determined by differential leveling. DF6197.The vertical network tie was performed by a horz. field party for horz. DF6197.obs reductions. Reset procedures were used to establish the elevation. DF6197 DF6197.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6197 DF6197.The Laplace correction was computed from DEFLEC99 derived deflections. DF6197 DF6197.The ellipsoidal height was determined by GPS observations DF6197.and is referenced to NAD 83. DF6197 DF6197.The geoid height was determined by GEOID99. DF6197 DF6197; North East Units Scale Converg. DF6197;SPC MN S - 309,911.553 779,997.146 MT 0.99994487 -0 10 39.0 DF6197;UTM 15 - 4,971,372.423 401,036.506 MT 0.99972043 -0 53 04.2 DF6197 DF6197: Primary Azimuth Mark Grid Az DF6197:SPC MN S - 117 ES 337 56 11.4 DF6197:UTM 15 - 117 ES 338 38 36.6 DF6197 DF6197|---------------------------------------------------------------------| DF6197| PID Reference Object Distance Geod. Az | DF6197| dddmmss.s | DF6197| DF6190 117 ES 459.813 METERS 3374532.4 | DF6197|---------------------------------------------------------------------| DF6197 DF6197 SUPERSEDED SURVEY CONTROL DF6197 DF6197.No superseded survey control is available for this station. DF6197 DF6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0103771372(NAD 83) DF6197_MARKER: DH = HORIZONTAL CONTROL DISK DF6197_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6197_STAMPING: HALVA 1989 DF6197_MARK LOGO: MNDT DF6197_PROJECTION: FLUSH DF6197_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6197+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6197 DF6197 HISTORY - Date Condition Report By DF6197 HISTORY - 1989 MONUMENTED MNDT DF6197 HISTORY - 19981124 GOOD MNDT DF6197 DF6197 STATION DESCRIPTION DF6197 DF6197'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6197'2.5 MI (4.0 KM) WEST OF SILVER LAKE, 2.5 MI (4.0 KM) WEST OF JCT OF TH DF6197'7 AND CO RD 16, 0.3 MI (0.5 KM) SOUTH OF TH 7 MP 147.8 ON CO RD 71, DF6197'22.5 FT (6.9 M) EAST OF CO RD 71, 8 FT (2.4 M) NORTH OF ENTRANCE, 107 DF6197'FT (32.6 M) NE OF P-POLE, 104.2 FT (31.8 M) NE OF WIT POST, 69.4 FT DF6197'(21.2 M) ESE OF WIT POST, 104.5 FT (31.9 M) NE OF HALVA RM 1, 69.1 FT DF6197'(21.1 M) EAST OF HALVA RM 2, 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 PQ0662 *********************************************************************** PQ0662 DESIGNATION - HASSAN 2 PQ0662 PID - PQ0662 PQ0662 STATE/COUNTY- MN/MCLEOD PQ0662 USGS QUAD - BISCAY (1982) PQ0662 PQ0662 *CURRENT SURVEY CONTROL PQ0662 ___________________________________________________________________ PQ0662* NAD 83(1996)- 44 51 40.10085(N) 094 15 10.01135(W) ADJUSTED PQ0662* NAVD 88 - 328.0 (meters) 1076. (feet) VERTCON PQ0662 ___________________________________________________________________ PQ0662 LAPLACE CORR- -1.74 (seconds) DEFLEC99 PQ0662 GEOID HEIGHT- -27.43 (meters) GEOID99 PQ0662 PQ0662 HORZ ORDER - THIRD PQ0662 PQ0662.The horizontal coordinates were established by classical geodetic methods PQ0662.and adjusted by the National Geodetic Survey in March 1999. PQ0662.No horizontal observational check was made to the station. PQ0662 PQ0662.The NAVD 88 height was computed by applying the VERTCON shift value to PQ0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) PQ0662 PQ0662.The Laplace correction was computed from DEFLEC99 derived deflections. PQ0662 PQ0662.The geoid height was determined by GEOID99. PQ0662 PQ0662; North East Units Scale Converg. PQ0662;SPC MN S - 306,826.764 780,022.137 MT 0.99994171 -0 10 37.9 PQ0662;UTM 15 - 4,968,288.248 401,023.444 MT 0.99972046 -0 53 01.6 PQ0662 PQ0662: Primary Azimuth Mark Grid Az PQ0662:SPC MN S - 118 ES RESET 184 43 20.6 PQ0662:UTM 15 - 118 ES RESET 185 25 44.3 PQ0662 PQ0662|---------------------------------------------------------------------| PQ0662| PID Reference Object Distance Geod. Az | PQ0662| dddmmss.s | PQ0662| CO8614 HASSAN 2 RM 3 13.911 METERS 11414 | PQ0662| PQ0665 118 ES RESET APPROX. 1.0 KM 1843242.7 | PQ0662| PQ0660 HASSAN 100.309 METERS 26942 | PQ0662| CO8615 HASSAN 2 RM 4 10.996 METERS 34106 | PQ0662|---------------------------------------------------------------------| PQ0662 PQ0662 SUPERSEDED SURVEY CONTROL PQ0662 PQ0662 NAD 83(1986)- 44 51 40.09630(N) 094 15 10.00627(W) AD( ) 3 PQ0662 NAD 27 - 44 51 40.23270(N) 094 15 09.08162(W) AD( ) 3 PQ0662 NGVD 29 - 327.9 (m) 1076. (f) VERT ANG PQ0662 PQ0662.Superseded values are not recommended for survey control. PQ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ0662.See file dsdata.txt to determine how the superseded data were derived. PQ0662 PQ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0102368288(NAD 83) PQ0662_MARKER: DS = TRIANGULATION STATION DISK PQ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ0662_STAMPING: HASSAN 2 1974 PQ0662_MAGNETIC: O = OTHER; SEE DESCRIPTION PQ0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR PQ0662+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 PQ0662 PQ0662 HISTORY - Date Condition Report By PQ0662 HISTORY - 1974 MONUMENTED NGS PQ0662 HISTORY - 1985 GOOD MNDT PQ0662 HISTORY - 19981124 GOOD MNDT PQ0662 PQ0662 STATION DESCRIPTION PQ0662 PQ0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN) PQ0662'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF HUTCHINSON, PQ0662'AND 4 MILES SOUTHWEST OF SILVER LAKE, IN HASSAN VALLEY TOWNSHIP, PQ0662'AT THE SOUTHWEST CORNER OF THE SHELTERBELT ALONG THE WEST SIDE OF PQ0662'THE FARMSTEAD ON PROPERTY OF MR. RAY BANDAS. PQ0662' PQ0662'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7, 15 AND PQ0662'22 IN HUTCHINSON, GO EAST ON HIGHWAY 7 FOR 5.8 MILES TO A SIDE PQ0662'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY ROAD 71 FOR PQ0662'2.05 MILES TO A CROSSROAD, CONTINUE SOUTH 0.1 MILE TO THE TOP PQ0662'OF THE GRADE AND THE STATION ON THE LEFT AS DESCRIBED. PQ0662' PQ0662'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY PQ0662'ROAD 71 FOR 0.65 MILE TO TWO WIRE GATES ON THE LEFT AND THE MARK PQ0662'AS DESCRIBED. PQ0662' PQ0662'THE STATION MARKS ARE STANDARD DISKS STAMPED HASSAN 2 1974. THE PQ0662'SURFACE STATION MARK IS SET IN THE TOP OF A ROUND CONCRETE PQ0662'MONUMENT WHICH PROJECTS 8-INCHES. IT IS 650 FEET SOUTH OF THE PQ0662'CENTER OF THE EAST-WEST ROAD, 284 FEET EAST OF THE CENTER OF PQ0662'COUNTY ROAD 71, 219 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF PQ0662'A LARGE METAL BARN, 12 FEET NORTH OF A FENCE CORNER, 3 FEET EAST PQ0662'OF A FENCE, AND 2.4 FEET NORTHEAST OF A METAL WITNESS POST. PQ0662'THE UNDERGROUND STATION MARK IS SET IN THE TOP OF AN IRREGULAR PQ0662'SHAPED MASS OF CONCRETE 3-1/2 FEET BELOW THE SURFACE OF THE PQ0662'GROUND. PQ0662' PQ0662'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HASSAN 2 NO 3 PQ0662'1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS PQ0662'8-INCHES. IT IS 43 FEET EAST OF THE FENCE CORNER, AND 1.0 FOOT PQ0662'NORTH OF A METAL WITNESS POST. PQ0662' PQ0662'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HASSAN 2 NO 4 PQ0662'1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS PQ0662'10-INCHES. IT IS 47 FEET NORTH OF THE FENCE CORNER, 1-FOOT EAST PQ0662'OF A FENCE AND 1.9 FEET NORTH OF A METAL WITNESS POST. PQ0662' PQ0662'118 ESTT USGS 1955 RESET 1975 (AZIMUTH MARK) IS A STANDARD PQ0662'N.G.S. REFERENCE MARK DISK STAMPED AS ABOVE AND SET IN THE TOP PQ0662'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES. IT IS 55 PQ0662'FEET EAST OF THE CENTER OF THE ROAD, 6 FEET EAST OF THE CENTER OF PQ0662'THE TWO WIRE GATES, 1-FOOT NORTH OF THE PROPERTY LINE FENCE, AND PQ0662'1.8 FEET WEST OF A METAL WITNESS POST. PQ0662' PQ0662'118 ESTT USGS 1955 RESET 1974 WAS SET AT THE TIME STATION HASSAN PQ0662'2 WAS ESTABLISHED, WITH AN AGREEMENT WITH THE PROPERTY OWNER THAT PQ0662'A NEW MARK WOULD BE SET OUT CLOSER TO THE ROAD UPON COMPLETION OF PQ0662'GRADING OPERATIONS. IT IS 450 FEET NORTH-NORTHEAST OF THE AZIMUTH PQ0662'MARK AND 122 FEET EAST OF THE CENTER OF THE ROAD. IT WILL BE PQ0662'REMOVED BY THE PROPERTY OWNER. PQ0662 PQ0662 STATION RECOVERY (1985) PQ0662 PQ0662'RECOVERY NOTE BY MN DEPT OF TRANSP 1985 (DKH) PQ0662'THE STATION MARK, REFERENCE MARK NUMBER 3, REFERENCE MARK NUMBER 4, PQ0662'118 ESTT USGS 1955 RESET 1974, AND 118 ESTT USGS 1955 RESET 1975 WERE PQ0662'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1975. PQ0662' PQ0662'118 ESTT USGS 1955 RESET 1974 IS 4.0 FEET SOUTH OF A STEEL WITNESS PQ0662'POST AND FENCELINE AND PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE PQ0662'GROUND. PQ0662 PQ0662 STATION RECOVERY (1998) PQ0662 PQ0662'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (MPP) PQ0662'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 PQ0656 *********************************************************************** PQ0656 DESIGNATION - KOMENSKY RESET PQ0656 PID - PQ0656 PQ0656 STATE/COUNTY- MN/MCLEOD PQ0656 USGS QUAD - HUTCHINSON EAST (1994) PQ0656 PQ0656 *CURRENT SURVEY CONTROL PQ0656 ___________________________________________________________________ PQ0656* NAD 83(1996)- 44 53 33.73888(N) 094 19 05.51214(W) ADJUSTED PQ0656* NAVD 88 - 326.996 (meters) 1072.82 (feet) ADJUSTED PQ0656 ___________________________________________________________________ PQ0656 X - -340,804.229 (meters) COMP PQ0656 Y - -4,513,377.882 (meters) COMP PQ0656 Z - 4,479,120.646 (meters) COMP PQ0656 LAPLACE CORR- -2.52 (seconds) DEFLEC99 PQ0656 ELLIP HEIGHT- 299.65 (meters) (06/18/03) GPS OBS PQ0656 GEOID HEIGHT- -27.33 (meters) GEOID99 PQ0656 DYNAMIC HT - 326.966 (meters) 1072.72 (feet) COMP PQ0656 MODELED GRAV- 980,514.3 (mgal) NAVD 88 PQ0656 PQ0656 HORZ ORDER - FIRST PQ0656 VERT ORDER - SECOND CLASS I PQ0656 ELLP ORDER - THIRD CLASS I PQ0656 PQ0656.The horizontal coordinates were established by GPS observations PQ0656.and adjusted by the MN DEPT OF TRANSP in June 2003. PQ0656 PQ0656.The orthometric height was determined by differential leveling PQ0656.and adjusted by the National Geodetic Survey in June 1995. PQ0656 PQ0656.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ0656 PQ0656.The Laplace correction was computed from DEFLEC99 derived deflections. PQ0656 PQ0656.The ellipsoidal height was determined by GPS observations PQ0656.and is referenced to NAD 83. PQ0656 PQ0656.The geoid height was determined by GEOID99. PQ0656 PQ0656.The dynamic height is computed by dividing the NAVD 88 PQ0656.geopotential number by the normal gravity value computed on the PQ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ0656.degrees latitude (g = 980.6199 gals.). PQ0656 PQ0656.The modeled gravity was interpolated from observed gravity values. PQ0656 PQ0656; North East Units Scale Converg. PQ0656;SPC MN S - 310,352.519 774,865.767 MT 0.99994532 -0 13 22.9 PQ0656;UTM 15 - 4,971,876.582 395,912.079 MT 0.99973322 -0 55 49.6 PQ0656 PQ0656: Primary Azimuth Mark Grid Az PQ0656:SPC MN S - KOMENSKY AZ MK 293 17 51.9 PQ0656:UTM 15 - KOMENSKY AZ MK 294 00 18.6 PQ0656 PQ0656|---------------------------------------------------------------------| PQ0656| PID Reference Object Distance Geod. Az | PQ0656| dddmmss.s | PQ0656| CO9134 KOMENSKY RM 1 26.190 METERS 11920 | PQ0656| PQ1516 KOMENSKY RM 3 35.708 METERS 12218 | PQ0656| PQ1178 HUTCHINSON MARTY ROOFING MAST APPROX. 2.0 KM 2773814.7 | PQ0656| PQ0670 IMMANUEL EVAN LUTH CH TOWER APPROX.11.6 KM 2850123.4 | PQ0656| PQ1515 KOMENSKY RM 2 28.549 METERS 28705 | PQ0656| PQ1181 KOMENSKY AZ MK APPROX. 1.0 KM 2930429.0 | PQ0656| PQ0657 HUTCHINSON RAD STA KDUZ TOWER APPROX. 4.3 KM 2952754.2 | PQ0656|---------------------------------------------------------------------| PQ0656 PQ0656 SUPERSEDED SURVEY CONTROL PQ0656 PQ0656 NAD 83(1996)- 44 53 33.73918(N) 094 19 05.51463(W) AD( ) 1 PQ0656 ELLIP HT - 299.63 (m) (03/16/99) GP( ) 4 1 PQ0656 NAD 83(1986)- 44 53 33.73441(N) 094 19 05.50862(W) AD( ) 1 PQ0656 NAD 27 - 44 53 33.87200(N) 094 19 04.57580(W) AD( ) 1 PQ0656 NGVD 29 - 326.92 (m) 1072.6 (f) LEVELING 3 PQ0656 PQ0656.Superseded values are not recommended for survey control. PQ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ0656.See file dsdata.txt to determine how the superseded data were derived. PQ0656 PQ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9591271877(NAD 83) PQ0656_MARKER: DH = HORIZONTAL CONTROL DISK PQ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ0656_STAMPING: KOMENSKY 1956 1984 PQ0656_MARK LOGO: NGS PQ0656_PROJECTION: FLUSH PQ0656_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT PQ0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ0656+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998 PQ0656 PQ0656 HISTORY - Date Condition Report By PQ0656 HISTORY - 1984 MONUMENTED NGS PQ0656 HISTORY - 1984 GOOD MNDT PQ0656 HISTORY - 1985 GOOD MNDT PQ0656 HISTORY - 1986 GOOD MNDT PQ0656 HISTORY - 19891019 GOOD NGS PQ0656 HISTORY - 19960401 GOOD MNDT PQ0656 HISTORY - 19980401 GOOD MNDT PQ0656 PQ0656 STATION DESCRIPTION PQ0656 PQ0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (FAR) PQ0656'THE STATION IS ABOUT 2-1/2 MILES EAST OF HUTCHINSON, ON THE PQ0656'RIGHT-OF-WAY OF STATE HIGHWAY 7. IN THE NORTHEAST QUARTER PQ0656'OF SECTION 4, T 116 N, R 29 W. PQ0656' PQ0656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7, PQ0656'15 AND 228 IN HUTCHINSON, GO EAST ON HIGHWAY 7 FOR 1.85 MILES PQ0656'TO AZIMUTH MARK ON THE LEFT. CONTINUE EASTERLY ON HIGHWAY PQ0656'FOR 0.55 MILE TO RAILROAD CROSSING. CROSS TRACKS AND CONTINUE 0.1 PQ0656'MILE TO STATION ON THE RIGHT. PQ0656' PQ0656'STATION MARKS, ARE STANDARD DISKS, STAMPED KOMENSKY 1956. PQ0656'THE SURFACE STATION MARK DISK IS SET IN A ROUND CONCRETE POST PQ0656'WHICH IS SET LEVEL WITH THE GROUND. IT IS 270 FEET EAST OF PQ0656'DRIVEWAY WHICH LEADS SOUTH TO THE HOME OF MR. JAMES F. COOK, PQ0656'52 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, AND 14 FEET NORTH OF PQ0656'RIGHT-OF-WAY FENCE. A STANDARD WITNESS POST WAS SET 13-1/2 PQ0656'FEET SOUTH OF MARK. THE UNDERGROUND STATION MARK DISK IS SET PQ0656'IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW GROUND. PQ0656' PQ0656'REFERENCE MARK 1, A STANDARD DISK, STAMPED KOMENSKY NO 1 1956, PQ0656'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. PQ0656'IT IS 66 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, AND 42 PQ0656'FEET EAST OF A TELEPHONE POLE, WITH A TRIANGULAR BLAZE ON THE PQ0656'NORTH SIDE. PQ0656' PQ0656'REFERENCE MARK 2, A STANDARD DISK, STAMPED KOMENSKY NO 2 1956, PQ0656'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. PQ0656'IT IS 177 FEET EAST OF DRIVEWAY, 60 FEET SOUTH OF CENTER LINE PQ0656'OF HIGHWAY, AND 41 FEET EAST OF A T-FENCE CORNER. PQ0656' PQ0656'AZIMUTH MARK, A STANDARD DISK, STAMPED KOMENSKY 1956, IS SET PQ0656'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS PQ0656'72 FEET NORTH OF THE CENTER LINE OF HIGHWAY, AND 3 FEET SOUTH PQ0656'OF A 3-INCH IRON SIGN POST. A STANDARD WITNESS POST WAS SET PQ0656'1 FOOT WEST OF THE MARK. PQ0656' PQ0656'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. PQ0656 PQ0656 STATION RECOVERY (1984) PQ0656 PQ0656'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 PQ0656'RECOVERED IN GOOD CONDITION. PQ0656 PQ0656 STATION RECOVERY (1985) PQ0656 PQ0656'RECOVERY NOTE BY MN DEPT OF TRANSP 1985 (DKH) PQ0656'THE UNDERGROUND STATION MARK, REFERENCE MARK NUMBER 2, AND THE AZIMUTH PQ0656'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1956. THE PQ0656'SURFACE STATION MARK AND REFERENCE MARK NUMBER 1 WERE DESTROYED BY PQ0656'ROAD CONSTRUCTION. A NEW SURFACE STATION DISK WAS SET OVER THE PQ0656'UNDERGROUND MARK AND REFERENCE MARK NUMBER 3 WAS SET AT THIS TIME. A PQ0656'COMPLETE NEW DESCRIPTION FOLLOWS. PQ0656' PQ0656'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF THE TOWN OF PQ0656'HUTCHINSON, IN THE SE 1/4 OF SECTION 33, T117N, R29W, ON THE SOUTH PQ0656'RIGHT-OF-WAY OF TRUNK HIGHWAY 7 AT MILEPOINT 144.5. PQ0656' PQ0656'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAYS 7, 15, AND 22 PQ0656'IN HUTCHINSON, GO EAST ON TRUNK HIGHWAY 7 FOR 1.9 MILES TO THE AZIMUTH PQ0656'MARK ON THE LEFT, CONTINUE EAST ON TRUNK HIGHWAY 7 FOR 0.65 MILE TO PQ0656'THE STATION ON THE RIGHT. PQ0656' PQ0656'THE SURFACE STATION MARK, A STANDARD NGS TRIANGULATION STATION DISK PQ0656'STAMPED---KOMENSKY 1956 1984---, IS SET IN THE TOP OF A 15 INCH ROUND PQ0656'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PQ0656'MARK IS 51.5 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 7, 31.5 PQ0656'FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 133.5 FEET EAST OF A PQ0656'TELEPHONE CABLE PEDESTAL, 123 FEET WEST-NORTHWEST OF A POWER POLE, 116 PQ0656'FEET SOUTH OF A POWER POLE, AND 93.0 FEET EAST OF A STEEL WITNESS PQ0656'POST. THE UNDERGROUND STATION MARK, A STANDARD NGS TRIANGULATION PQ0656'STATION DISK STAMPED---KOMENSKY 1956---, IS SET IN A SQUARE MASS OF PQ0656'CONCRETE 4.5 FEET BELOW THE SURFACE OF THE GROUND. PQ0656' PQ0656'REFERENCE MARK NUMBER 2, A STANDARD NGS REFERENCE MARK DISK PQ0656'STAMPED---KOMENSKY NO 2 1956---, IS SET IN THE TOP OF A 12 INCH SQUARE PQ0656'CONCRETE MONUMENT THAT PROJECTS 2.0 FEET ABOVE THE SURFACE OF THE PQ0656'GROUND. THE MARK IS 59.5 FEET SOUTH OF THE CENTERLINE OF TRUNK PQ0656'HIGHWAY 7, 158 FEET EAST OF THE CENTER OF A FARM ENTRANCE, 143.6 FEET PQ0656'SOUTHWEST OF A POWER POLE, 39.8 FEET EAST OF A TELEPHONE CABLE PQ0656'PEDESTAL, AND 1.0 FOOT SOUTHWEST OF A STEEL WITNESS POST. PQ0656' PQ0656'REFERENCE MARK NUMBER 3, A STANDARD MNDT REFERENCE MARK DISK PQ0656'STAMPED---KOMENSKY NO 3 1956 1984---, IS SET ON THE TOP OF A DRIVEN PQ0656'3/4 INCH DIAMETER BY 25 FOOT LONG COPPER COATED STEEL ROD THAT IS PQ0656'FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 79.5 FEET SOUTH OF PQ0656'THE CENTERLINE OF TRUNK HIGHWAY 7, 90 FEET EAST-SOUTHEAST OF THE PQ0656'CENTER OF A FIELD ENTRANCE, 5.6 FEET WEST OF A POWER POLE, AND 1.2 PQ0656'FEET SOUTH OF A STEEL WITNESS POST. PQ0656' PQ0656'THE AZIMUTH MARK, A STANDARD NGS AZIMUTH MARK DISK PQ0656'STAMPED---KOMENSKY 1956---, IS SET IN THE TOP OF A 12 INCH SQUARE PQ0656'CONCRETE MONUMENT THAT PROJECTS 0.8 FOOT ABOVE THE SURFACE OF THE PQ0656'GROUND. THE MARK IS 72 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY PQ0656'7, 37.7 FEET EAST OF A POWER POLE, AND 1.3 FEET WEST OF A STEEL PQ0656'WITNESS POST. PQ0656' PQ0656'A STEEL ROD SET IN THE CONCRETE MONUMENT MAKES THE STATION MARK PQ0656'MAGNETIC. PQ0656 PQ0656 STATION RECOVERY (1986) PQ0656 PQ0656'RECOVERY NOTE BY MN DEPT OF TRANSP 1986 (DKH) PQ0656'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE PQ0656'1985 RECOVERY. PQ0656 PQ0656 STATION RECOVERY (1989) PQ0656 PQ0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 PQ0656'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST OF HUTCHINSON, IN PQ0656'THE SOUTHEAST 1/4 OF SECTION 33, T117N, R29W, ON THE RIGHT-OF-WAY OF PQ0656'STATE HIGHWAY 7 AT MILEPOINT 144.5. OWNERSHIP--MNDT. PQ0656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7,15 AND 22 PQ0656'IN HUTCHINSON, GO EASTERLY ALONG STATE HIGHWAY 7 FOR 4.19 KM PQ0656'(2.60 MI) TO THE STATION ON THE RIGHT. PQ0656'THE STATION MARK IS SET 40.6 M (133.2 FT) EAST OF A TELEPHONE CABLE PQ0656'PEDESTAL, 35.6 M (116.8 FT) WEST-NORTHWEST OF REFERENCE MARK 3, 28.5 M PQ0656'(93.5 FT) EAST-SOUTHEAST OF REFERENCE MARK 2, 28.3 M (92.8 FT) EAST OF PQ0656'A METAL WITNESS POST, 15.6 M (51.2 FT) SOUTH OF THE CENTERLINE OF THE PQ0656'HIGHWAY, 9.6 M (31.5 FT) WEST OF THE APPROXIMATE CENTER OF A FIELD PQ0656'ENTRANCE ROAD AND FLUSH WITH THE SURFACE OF THE GROUND. PQ0656'DESCRIBED BY R.D.BALL. PQ0656 PQ0656 STATION RECOVERY (1996) PQ0656 PQ0656'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS) PQ0656'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS PQ0656'MAGNETIC, FLUSH, AND SUITABLE FOR GPS. TIE TO P-POLE IS GONE. PQ0656 PQ0656 STATION RECOVERY (1998) PQ0656 PQ0656'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) PQ0656'RECOVERED AS DESCRIBED, 3 FT (0.9 M) EAST OF WITNESS POST. RM 1 AND 2 PQ0656'OK. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6207 *********************************************************************** DF6207 DESIGNATION - PORK CHOP DF6207 PID - DF6207 DF6207 STATE/COUNTY- MN/MCLEOD DF6207 USGS QUAD - HUTCHINSON WEST (1994) DF6207 DF6207 *CURRENT SURVEY CONTROL DF6207 ___________________________________________________________________ DF6207* NAD 83(1996)- 44 57 01.69228(N) 094 28 43.89290(W) ADJUSTED DF6207* NAVD 88 - 336.8 (meters) 1105. (feet) GPS OBS DF6207 ___________________________________________________________________ DF6207 X - -353,105.252 (meters) COMP DF6207 Y - -4,507,892.293 (meters) COMP DF6207 Z - 4,483,673.454 (meters) COMP DF6207 LAPLACE CORR- -2.51 (seconds) DEFLEC99 DF6207 ELLIP HEIGHT- 309.80 (meters) (06/18/03) GPS OBS DF6207 GEOID HEIGHT- -27.02 (meters) GEOID99 DF6207 DF6207 HORZ ORDER - FIRST DF6207 ELLP ORDER - THIRD CLASS I DF6207 DF6207.The horizontal coordinates were established by GPS observations DF6207.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6207 DF6207.The orthometric height was determined by GPS observations and a DF6207.high-resolution geoid model. DF6207 DF6207.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6207 DF6207.The Laplace correction was computed from DEFLEC99 derived deflections. DF6207 DF6207.The ellipsoidal height was determined by GPS observations DF6207.and is referenced to NAD 83. DF6207 DF6207.The geoid height was determined by GEOID99. DF6207 DF6207; North East Units Scale Converg. DF6207;SPC MN S - 316,833.372 762,212.960 MT 0.99995272 -0 20 08.3 DF6207;UTM 15 - 4,978,512.037 383,342.859 MT 0.99976734 -1 02 41.7 DF6207 DF6207 SUPERSEDED SURVEY CONTROL DF6207 DF6207.No superseded survey control is available for this station. DF6207 DF6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8334378512(NAD 83) DF6207_MARKER: DD = SURVEY DISK DF6207_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6207_STAMPING: PORK CHOP DF6207_MARK LOGO: MN-085 DF6207_PROJECTION: RECESSED 3 CENTIMETERS DF6207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6207+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6207 DF6207 HISTORY - Date Condition Report By DF6207 HISTORY - 1993 MONUMENTED MN-085 DF6207 HISTORY - 19981124 GOOD MNDT DF6207 DF6207 STATION DESCRIPTION DF6207 DF6207'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6207'THE MARK IS 6.5 MI (10.5 KM) NW OF HUTCHINSON, 0.75 MI (1.21 KM) SW OF DF6207'CEDAR LAKE, 2 MI (3.2 KM) SOUTH AND 1 MI (1.6 KM) EAST OF NW CORNER OF DF6207'MCLEOD COUNTY, 5900 FT (1798.3 M) EAST OF TH 22, 37 FT (11.3 M) NORTH DF6207'OF CO RD 20 (230TH ST) , 613 FT (186.8 M) EAST OF YACHT AVE, 7 FT (2.1 DF6207'M) EAST OF FIELD DRIVE, ACROSS ROAD FROM FARM WITH FIRE NO 23889. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6200 *********************************************************************** DF6200 DESIGNATION - PRES DF6200 PID - DF6200 DF6200 STATE/COUNTY- MN/MCLEOD DF6200 USGS QUAD - HUTCHINSON WEST (1994) DF6200 DF6200 *CURRENT SURVEY CONTROL DF6200 ___________________________________________________________________ DF6200* NAD 83(1996)- 44 53 33.08254(N) 094 23 59.11082(W) ADJUSTED DF6200* NAVD 88 - 322.8 (meters) 1059. (feet) GPS OBS DF6200 ___________________________________________________________________ DF6200 X - -347,229.128 (meters) COMP DF6200 Y - -4,512,899.576 (meters) COMP DF6200 Z - 4,479,103.405 (meters) COMP DF6200 LAPLACE CORR- -2.70 (seconds) DEFLEC99 DF6200 ELLIP HEIGHT- 295.56 (meters) (06/18/03) GPS OBS DF6200 GEOID HEIGHT- -27.25 (meters) GEOID99 DF6200 DF6200 HORZ ORDER - FIRST DF6200 ELLP ORDER - THIRD CLASS I DF6200 DF6200.The horizontal coordinates were established by GPS observations DF6200.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6200 DF6200.The orthometric height was determined by GPS observations and a DF6200.high-resolution geoid model. DF6200 DF6200.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6200 DF6200.The Laplace correction was computed from DEFLEC99 derived deflections. DF6200 DF6200.The ellipsoidal height was determined by GPS observations DF6200.and is referenced to NAD 83. DF6200 DF6200.The geoid height was determined by GEOID99. DF6200 DF6200; North East Units Scale Converg. DF6200;SPC MN S - 310,360.550 768,423.724 MT 0.99994530 -0 16 48.7 DF6200;UTM 15 - 4,971,964.152 389,471.939 MT 0.99975022 -0 59 16.9 DF6200 DF6200 SUPERSEDED SURVEY CONTROL DF6200 DF6200.No superseded survey control is available for this station. DF6200 DF6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8947271964(NAD 83) DF6200_MARKER: DH = HORIZONTAL CONTROL DISK DF6200_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6200_STAMPING: PRES 1992 DF6200_MARK LOGO: MNDT DF6200_PROJECTION: RECESSED 5 CENTIMETERS DF6200_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6200+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6200 DF6200 HISTORY - Date Condition Report By DF6200 HISTORY - 1992 MONUMENTED MNDT DF6200 HISTORY - 19981124 GOOD MNDT DF6200 DF6200 STATION DESCRIPTION DF6200 DF6200'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6200'1 MI (1.6 KM) WEST OF HUTCHINSON, 1.5 MI (2.4 KM) WEST ALONG TH 22 DF6200'FROM JCT OF TH 15-TH 7, OPPOSITE SHADY RIDGE LANE, 30 FT (9.1 M) SOUTH DF6200'OF TH 22, AT TH 22 MP 123.6, 53.5 FT (16.3 M) NNW OF STEEL POST AT END DF6200'OF CULVERT, 105.5 FT (32.2 M) WEST 0F 40 MPH SIGN POST, 69 FT (21.0 M) DF6200'ENE OF TEL CABLE PEDESTAL, 115 FT (35.1 M) SE OF P-POLE, 7 FT (2.1 M) DF6200'NORTH OF WIT POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6201 *********************************************************************** DF6201 DESIGNATION - RELL DF6201 PID - DF6201 DF6201 STATE/COUNTY- MN/MCLEOD DF6201 USGS QUAD - HUTCHINSON WEST (1994) DF6201 DF6201 *CURRENT SURVEY CONTROL DF6201 ___________________________________________________________________ DF6201* NAD 83(1996)- 44 55 22.27689(N) 094 28 51.90749(W) ADJUSTED DF6201* NAVD 88 - 335.9 (meters) 1102. (feet) GPS OBS DF6201 ___________________________________________________________________ DF6201 X - -353,449.724 (meters) COMP DF6201 Y - -4,510,039.034 (meters) COMP DF6201 Z - 4,481,500.238 (meters) COMP DF6201 LAPLACE CORR- -2.36 (seconds) DEFLEC99 DF6201 ELLIP HEIGHT- 308.86 (meters) (06/18/03) GPS OBS DF6201 GEOID HEIGHT- -27.08 (meters) GEOID99 DF6201 DF6201 HORZ ORDER - FIRST DF6201 ELLP ORDER - THIRD CLASS I DF6201 DF6201.The horizontal coordinates were established by GPS observations DF6201.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6201 DF6201.The orthometric height was determined by GPS observations and a DF6201.high-resolution geoid model. DF6201 DF6201.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6201 DF6201.The Laplace correction was computed from DEFLEC99 derived deflections. DF6201 DF6201.The ellipsoidal height was determined by GPS observations DF6201.and is referenced to NAD 83. DF6201 DF6201.The geoid height was determined by GEOID99. DF6201 DF6201; North East Units Scale Converg. DF6201;SPC MN S - 313,765.695 762,019.225 MT 0.99994905 -0 20 13.9 DF6201;UTM 15 - 4,975,447.553 383,111.220 MT 0.99976801 -1 02 45.6 DF6201 DF6201: Primary Azimuth Mark Grid Az DF6201:SPC MN S - YACH 359 42 29.8 DF6201:UTM 15 - YACH 000 25 01.5 DF6201 DF6201|---------------------------------------------------------------------| DF6201| PID Reference Object Distance Geod. Az | DF6201| dddmmss.s | DF6201| DF6204 YACH APPROX. 0.6 KM 3592215.9 | DF6201|---------------------------------------------------------------------| DF6201 DF6201 SUPERSEDED SURVEY CONTROL DF6201 DF6201.No superseded survey control is available for this station. DF6201 DF6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8311175448(NAD 83) DF6201_MARKER: DH = HORIZONTAL CONTROL DISK DF6201_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6201_STAMPING: RELL 1992 DF6201_MARK LOGO: MNDT DF6201_PROJECTION: RECESSED 10 CENTIMETERS DF6201_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6201+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6201 DF6201 HISTORY - Date Condition Report By DF6201 HISTORY - 1992 MONUMENTED MNDT DF6201 HISTORY - 19981124 GOOD MNDT DF6201 DF6201 STATION DESCRIPTION DF6201 DF6201'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6201'2 MI (3.2 KM) SW OF CEDAR MILLS, 6.35 MI (10.22 KM) WEST ALONG TH 22 DF6201'FROM JCT OF TH 15-TH 7 THEN 0.2 MI (0.3 KM) SOUTH ON YACHT AVE, AT TOP DF6201'OF HILL, 14.5 FT (4.4 M) EAST OF YACHT AVE, 21.8 FT (6.6 M) SW OF DF6201'P-POLE, 26.2 FT (8.0 M) SW OF WIT POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6202 *********************************************************************** DF6202 DESIGNATION - ROACH DF6202 PID - DF6202 DF6202 STATE/COUNTY- MN/MCLEOD DF6202 USGS QUAD - WINSTED (1982) DF6202 DF6202 *CURRENT SURVEY CONTROL DF6202 ___________________________________________________________________ DF6202* NAD 83(1996)- 44 54 30.46812(N) 094 04 25.10750(W) ADJUSTED DF6202* NAVD 88 - 310.6 (meters) 1019. (feet) GPS OBS DF6202 ___________________________________________________________________ DF6202 X - -321,447.984 (meters) COMP DF6202 Y - -4,513,546.694 (meters) COMP DF6202 Z - 4,480,349.479 (meters) COMP DF6202 LAPLACE CORR- 0.95 (seconds) DEFLEC99 DF6202 ELLIP HEIGHT- 283.14 (meters) (06/18/03) GPS OBS DF6202 GEOID HEIGHT- -27.41 (meters) GEOID99 DF6202 DF6202 HORZ ORDER - FIRST DF6202 ELLP ORDER - THIRD CLASS I DF6202 DF6202.The horizontal coordinates were established by GPS observations DF6202.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6202 DF6202.The orthometric height was determined by GPS observations and a DF6202.high-resolution geoid model. DF6202 DF6202.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6202 DF6202.The Laplace correction was computed from DEFLEC99 derived deflections. DF6202 DF6202.The ellipsoidal height was determined by GPS observations DF6202.and is referenced to NAD 83. DF6202 DF6202.The geoid height was determined by GEOID99. DF6202 DF6202; North East Units Scale Converg. DF6202;SPC MN S - 312,057.322 794,184.712 MT 0.99994724 -0 03 05.8 DF6202;UTM 15 - 4,973,342.560 415,246.018 MT 0.99968833 -0 45 28.8 DF6202 DF6202: Primary Azimuth Mark Grid Az DF6202:SPC MN S - FINNISH 179 52 55.2 DF6202:UTM 15 - FINNISH 180 35 18.2 DF6202 DF6202|---------------------------------------------------------------------| DF6202| PID Reference Object Distance Geod. Az | DF6202| dddmmss.s | DF6202| DF6206 FINNISH APPROX. 0.5 KM 1794949.4 | DF6202|---------------------------------------------------------------------| DF6202 DF6202 SUPERSEDED SURVEY CONTROL DF6202 DF6202.No superseded survey control is available for this station. DF6202 DF6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1524673343(NAD 83) DF6202_MARKER: DD = SURVEY DISK DF6202_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6202_STAMPING: ROACH 1998 DF6202_MARK LOGO: MNDT DF6202_PROJECTION: FLUSH DF6202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6202+SATELLITE: SATELLITE OBSERVATIONS - 1998 DF6202_ROD/PIPE-DEPTH: 4.6 meters DF6202 DF6202 HISTORY - Date Condition Report By DF6202 HISTORY - 1998 MONUMENTED MNDT DF6202 DF6202 STATION DESCRIPTION DF6202 DF6202'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) DF6202'2.25 MILES (3.62 KM) NW OF LESTER PRAIRIE, 1 MI (1.6 KM) WEST ALONG TH DF6202'7 FROM JCT OF TH 261 TO TH 7 MP 156.9 THEN 0.15 MI (0.24 KM) NORTH ON DF6202'CABLE AVE, 30 FT (9.1 M) WEST OF CABLE AVE, 4.6 FT (1.4 M) NE OF DF6202'P-POLE, 4.3 FT (1.3 M) NE OF WIT POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 AC5044 *********************************************************************** AC5044 DESIGNATION - SILVER LAKE 2 RESET AC5044 PID - AC5044 AC5044 STATE/COUNTY- MN/MCLEOD AC5044 USGS QUAD - SILVER LAKE (1982) AC5044 AC5044 *CURRENT SURVEY CONTROL AC5044 ___________________________________________________________________ AC5044* NAD 83(1996)- 44 54 13.54776(N) 094 11 54.68824(W) ADJUSTED AC5044* NAVD 88 - 325.30 (meters) 1067.3 (feet) LEVELING AC5044 ___________________________________________________________________ AC5044 X - -331,312.829 (meters) COMP AC5044 Y - -4,513,213.485 (meters) COMP AC5044 Z - 4,479,989.905 (meters) COMP AC5044 LAPLACE CORR- -1.72 (seconds) DEFLEC99 AC5044 ELLIP HEIGHT- 297.85 (meters) (01/15/97) GPS OBS AC5044 GEOID HEIGHT- -27.42 (meters) GEOID99 AC5044 AC5044 HORZ ORDER - FIRST AC5044 VERT ORDER - THIRD ? AC5044 ELLP ORDER - FOURTH CLASS II AC5044 AC5044.The horizontal coordinates were established by GPS observations AC5044.and adjusted by the National Geodetic Survey in January 1997. AC5044.No horizontal observational check was made to the station. AC5044 AC5044.The orthometric height was determined by differential leveling. AC5044.The vertical network tie was performed by a horz. field party for horz. AC5044.obs reductions. Reset procedures were used to establish the elevation. AC5044 AC5044.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5044 AC5044.The Laplace correction was computed from DEFLEC99 derived deflections. AC5044 AC5044.The ellipsoidal height was determined by GPS observations AC5044.and is referenced to NAD 83. AC5044 AC5044.The geoid height was determined by GEOID99. AC5044 AC5044; North East Units Scale Converg. AC5044;SPC MN S - 311,551.447 784,321.641 MT 0.99994666 -0 08 20.9 AC5044;UTM 15 - 4,972,958.466 405,379.905 MT 0.99971009 -0 50 46.0 AC5044 AC5044: Primary Azimuth Mark Grid Az AC5044:SPC MN S - SILVER LAKE ST JOSEPHS CH CR 260 51 49.6 AC5044:UTM 15 - SILVER LAKE ST JOSEPHS CH CR 261 34 14.7 AC5044 AC5044|---------------------------------------------------------------------| AC5044| PID Reference Object Distance Geod. Az | AC5044| dddmmss.s | AC5044| PQ0623 SILVER LAKE 5.512 METERS 08044 | AC5044| CO8749 SILVER LAKE RM 1 29.361 METERS 11506 | AC5044| CO8750 SILVER LAKE RM 2 15.755 METERS 18454 | AC5044| CO8751 SILVER LAKE ST JOSEPHS CH CR 2604328.7 | AC5044|---------------------------------------------------------------------| AC5044 AC5044 SUPERSEDED SURVEY CONTROL AC5044 AC5044 NAD 83(1986)- 44 54 13.54220(N) 094 11 54.68619(W) AD( ) 2 AC5044 AC5044.Superseded values are not recommended for survey control. AC5044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5044.See file dsdata.txt to determine how the superseded data were derived. AC5044 AC5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0538072958(NAD 83) AC5044_MARKER: DS = TRIANGULATION STATION DISK AC5044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5044_STAMPING: SILVER LAKE 2 1957 1965 AC5044_MARK LOGO: CGS AC5044_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC5044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC5044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5044+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 AC5044 AC5044 HISTORY - Date Condition Report By AC5044 HISTORY - 1965 MONUMENTED CGS AC5044 HISTORY - 19941026 GOOD MNDT AC5044 HISTORY - 19981124 GOOD MNDT AC5044 AC5044 STATION DESCRIPTION AC5044 AC5044'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB) AC5044'THE SURFACE STATION MARK HAD BEEN DESTROYED BUT THE UNDERGROUND AC5044'MARK WAS FOUND IN GOOD CONDITION. A NEW SURFACE STATION MARK AC5044'WAS SET BY PLUMBING OVER THE UNDERGROUND MARK. IT IS 51 FEET NORTH AC5044'AND 1.3 FEET WEST OF THE NORTHWEST CORNER OF THE AUDITORIUM AND AC5044'77 FEET SOUTH-SOUTHWEST OF A FIRE PLUG. THE MARK IS FLUSH WITH AC5044'THE GROUND AND THE DISK IS STAMPED SILVER LAKE 2 1957 1965. AC5044' AC5044'THE REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION. AC5044'THE DISTANCE TO R.M. NO. 1 WAS FOUND TO BE 96.33 FEET INSTEAD AC5044'OF 97.30 AS RECORDED IN THE 1957 DESCRIPTION. THE DISTANCE AC5044'CHECKED TO R.M. NO. 2. AC5044 AC5044 STATION RECOVERY (1994) AC5044 AC5044'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) AC5044'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. AC5044'THE CHAINED DISTANCE BETWEEN THE STATION AND RM 2 CHAINED CHECKED. A AC5044'NEW DESCRIPTION FOLLOWS. THE MARK IS LOCATED IN THE TOWN OF SILVER AC5044'LAKE. THE MARK IS LOCATED ON THE NORTH SIDE OF THE CITY AUDITORIUM. AC5044'THE MARK, A DISK SET IN A CONC MON, IS 51.2 FT (15.6 M) NORTH OF THE AC5044'NW COR OF THE AUDITORIUM, 80.2 FT (24.4 M) NW OF THE NE COR OF THE AC5044'AUDITORIUM, 98.0 FT (29.9 M) SOUTH OF CENTER ST NW, 45.3 FT (13.8 M) AC5044'NNE OF P-POLE NO 37-42, 75.7 FT (23.1 M) WNW OF LIGHT POLE NO 37-41, AC5044'78.6 FT (24.0 M) SSW OF A LIGHT POLE, 25.7 FT (7.8 M) WNW OF THE SW AC5044'COR OF A BRICK BLDG, AND 51.69 FT (15.76 M) NNE OF RM 2. RECOVERED AC5044'AND DESCRIBED BY DAVID K. HERDER, TYPED M.P.P. AC5044 AC5044 STATION RECOVERY (1998) AC5044 AC5044'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (MPP) AC5044'RECOVERED AS DESCRIBED. MAGNETIC. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6203 *********************************************************************** DF6203 DESIGNATION - STED DF6203 PID - DF6203 DF6203 STATE/COUNTY- MN/MCLEOD DF6203 USGS QUAD - SILVER LAKE (1982) DF6203 DF6203 *CURRENT SURVEY CONTROL DF6203 ___________________________________________________________________ DF6203* NAD 83(1996)- 44 54 25.22761(N) 094 08 04.59670(W) ADJUSTED DF6203* NAVD 88 - 317.62 (meters) 1042.1 (feet) LEVELING DF6203 ___________________________________________________________________ DF6203 X - -326,259.320 (meters) COMP DF6203 Y - -4,513,320.947 (meters) COMP DF6203 Z - 4,480,239.849 (meters) COMP DF6203 LAPLACE CORR- 0.29 (seconds) DEFLEC99 DF6203 ELLIP HEIGHT- 290.15 (meters) (06/18/03) GPS OBS DF6203 GEOID HEIGHT- -27.44 (meters) GEOID99 DF6203 DF6203 HORZ ORDER - FIRST DF6203 VERT ORDER - THIRD ? DF6203 ELLP ORDER - THIRD CLASS I DF6203 DF6203.The horizontal coordinates were established by GPS observations DF6203.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6203 DF6203.The orthometric height was determined by differential leveling. DF6203.The vertical network tie was performed by a horz. field party for horz. DF6203.obs reductions. Reset procedures were used to establish the elevation. DF6203 DF6203.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6203 DF6203.The Laplace correction was computed from DEFLEC99 derived deflections. DF6203 DF6203.The ellipsoidal height was determined by GPS observations DF6203.and is referenced to NAD 83. DF6203 DF6203.The geoid height was determined by GEOID99. DF6203 DF6203; North East Units Scale Converg. DF6203;SPC MN S - 311,901.692 789,369.826 MT 0.99994706 -0 05 39.7 DF6203;UTM 15 - 4,973,246.339 410,430.801 MT 0.99969865 -0 48 03.7 DF6203 DF6203 SUPERSEDED SURVEY CONTROL DF6203 DF6203.No superseded survey control is available for this station. DF6203 DF6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1043173246(NAD 83) DF6203_MARKER: DH = HORIZONTAL CONTROL DISK DF6203_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6203_STAMPING: STED 1989 DF6203_MARK LOGO: MNDT DF6203_PROJECTION: RECESSED 3 CENTIMETERS DF6203_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6203+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998 DF6203 DF6203 HISTORY - Date Condition Report By DF6203 HISTORY - 1989 MONUMENTED MNDT DF6203 HISTORY - 19980401 GOOD MNDT DF6203 DF6203 STATION DESCRIPTION DF6203 DF6203'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) DF6203'3 MI (4.8 KM) EAST OF SILVER LAKE, 3.6 MI (5.8 KM) EAST OF CO RD 16 ON DF6203'TH 7, AT TH 7 MP 153.9, AT JCT OF CO RD 15 SOUTH AND CO RD 88 NORTH, DF6203'129.2 FT (39.4 M) NORTH OF TH 7, 19 FT (5.8 M) EAST OF CO RD 88, 41 FT DF6203'(12.5 M) NORTH OF ENTRANCE, 81 FT (24.7 M) NE OF P-POLE 285 WITH DF6203'TRANSFORMER, 8.6 FT (2.6 M) WEST OF WIT POST, 14 FT (4.3 M) NW OF CO DF6203'RD 88 SIGN POST, 30.9 FT (9.4 M) NORTH OF STED RM 1, 40.4 FT (12.3 M) DF6203'ENE OF STED RM 2. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6204 *********************************************************************** DF6204 DESIGNATION - YACH DF6204 PID - DF6204 DF6204 STATE/COUNTY- MN/MCLEOD DF6204 USGS QUAD - HUTCHINSON WEST (1994) DF6204 DF6204 *CURRENT SURVEY CONTROL DF6204 ___________________________________________________________________ DF6204* NAD 83(1996)- 44 55 42.42616(N) 094 28 52.21884(W) ADJUSTED DF6204* NAVD 88 - 334.4 (meters) 1097. (feet) GPS OBS DF6204 ___________________________________________________________________ DF6204 X - -353,422.128 (meters) COMP DF6204 Y - -4,509,599.508 (meters) COMP DF6204 Z - 4,481,939.583 (meters) COMP DF6204 LAPLACE CORR- -2.38 (seconds) DEFLEC99 DF6204 ELLIP HEIGHT- 307.35 (meters) (06/18/03) GPS OBS DF6204 GEOID HEIGHT- -27.07 (meters) GEOID99 DF6204 DF6204 HORZ ORDER - FIRST DF6204 ELLP ORDER - THIRD CLASS I DF6204 DF6204.The horizontal coordinates were established by GPS observations DF6204.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6204 DF6204.The orthometric height was determined by GPS observations and a DF6204.high-resolution geoid model. DF6204 DF6204.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6204 DF6204.The Laplace correction was computed from DEFLEC99 derived deflections. DF6204 DF6204.The ellipsoidal height was determined by GPS observations DF6204.and is referenced to NAD 83. DF6204 DF6204.The geoid height was determined by GEOID99. DF6204 DF6204; North East Units Scale Converg. DF6204;SPC MN S - 314,387.692 762,016.058 MT 0.99994978 -0 20 14.2 DF6204;UTM 15 - 4,976,069.428 383,115.748 MT 0.99976799 -1 02 46.2 DF6204 DF6204: Primary Azimuth Mark Grid Az DF6204:SPC MN S - RELL 179 42 29.9 DF6204:UTM 15 - RELL 180 25 01.9 DF6204 DF6204|---------------------------------------------------------------------| DF6204| PID Reference Object Distance Geod. Az | DF6204| dddmmss.s | DF6204| DF6201 RELL APPROX. 0.6 KM 1792215.7 | DF6204|---------------------------------------------------------------------| DF6204 DF6204 SUPERSEDED SURVEY CONTROL DF6204 DF6204.No superseded survey control is available for this station. DF6204 DF6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8311676069(NAD 83) DF6204_MARKER: DH = HORIZONTAL CONTROL DISK DF6204_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6204_STAMPING: YACH 1992 DF6204_MARK LOGO: MNDT DF6204_PROJECTION: RECESSED 10 CENTIMETERS DF6204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6204+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6204 DF6204 HISTORY - Date Condition Report By DF6204 HISTORY - 1992 MONUMENTED MNDT DF6204 HISTORY - 19981124 GOOD MNDT DF6204 DF6204 STATION DESCRIPTION DF6204 DF6204'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6204'2 MI (3.2 KM) SW OF CEDAR MILLS, 6.35 MI (10.22 KM) WEST ALONG TH 22 DF6204'FROM JCT OF TH 15-TH 7 THEN 0.15 MI (0.24 KM) NORTH ON YACHT AVE, 18 DF6204'FT (5.5 M) EAST OF YACHT AVE, 78 FT (23.8 M) SOUTH OF 215TH ST, 68.8 DF6204'FT (21.0 M) SE OF TEL CABLE PEDESTAL, 110.5 FT (33.7 M) SOUTH OF DF6204'P-POLE, 10.5 FT (3.2 M) WEST OF WIT POST. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DF6208 *********************************************************************** DF6208 DESIGNATION - YACHT DF6208 PID - DF6208 DF6208 STATE/COUNTY- MN/MCLEOD DF6208 USGS QUAD - HUTCHINSON WEST (1994) DF6208 DF6208 *CURRENT SURVEY CONTROL DF6208 ___________________________________________________________________ DF6208* NAD 83(1996)- 44 54 24.75105(N) 094 28 51.98148(W) ADJUSTED DF6208* NAVD 88 - 330.6 (meters) 1085. (feet) GPS OBS DF6208 ___________________________________________________________________ DF6208 X - -353,549.008 (meters) COMP DF6208 Y - -4,511,285.123 (meters) COMP DF6208 Z - 4,480,238.819 (meters) COMP DF6208 LAPLACE CORR- -2.35 (seconds) DEFLEC99 DF6208 ELLIP HEIGHT- 303.45 (meters) (06/18/03) GPS OBS DF6208 GEOID HEIGHT- -27.12 (meters) GEOID99 DF6208 DF6208 HORZ ORDER - FIRST DF6208 ELLP ORDER - THIRD CLASS I DF6208 DF6208.The horizontal coordinates were established by GPS observations DF6208.and adjusted by the MN DEPT OF TRANSP in June 2003. DF6208 DF6208.The orthometric height was determined by GPS observations and a DF6208.high-resolution geoid model. DF6208 DF6208.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6208 DF6208.The Laplace correction was computed from DEFLEC99 derived deflections. DF6208 DF6208.The ellipsoidal height was determined by GPS observations DF6208.and is referenced to NAD 83. DF6208 DF6208.The geoid height was determined by GEOID99. DF6208 DF6208; North East Units Scale Converg. DF6208;SPC MN S - 311,990.035 762,007.151 MT 0.99994704 -0 20 14.0 DF6208;UTM 15 - 4,973,672.498 383,077.192 MT 0.99976810 -1 02 44.6 DF6208 DF6208 SUPERSEDED SURVEY CONTROL DF6208 DF6208.No superseded survey control is available for this station. DF6208 DF6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8307773672(NAD 83) DF6208_MARKER: DD = SURVEY DISK DF6208_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6208_STAMPING: YACHT DF6208_MARK LOGO: MN-085 DF6208_PROJECTION: RECESSED 8 CENTIMETERS DF6208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6208+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1998 DF6208 DF6208 HISTORY - Date Condition Report By DF6208 HISTORY - 1993 MONUMENTED MN-085 DF6208 HISTORY - 19981124 GOOD MNDT DF6208 DF6208 STATION DESCRIPTION DF6208 DF6208'DESCRIBED BY MN DEPT OF TRANSP 1998 (MPP) DF6208'6 MI (9.7 KM) WNW OF HUTCHINSON, 5 MI (8.0 KM) SOUTH AND 1 MI (1.6 KM) DF6208'EAST OF NW CORNER OF MCLEOD CO, 2 MI (3.2 KM) WEST ALONG 200TH ST FROM DF6208'JCT OF TH 22, AT JCT OF 200TH ST AND YACHT AVE, 27 FT (8.2 M) SOUTH OF DF6208'200TH ST, 65 FT (19.8 M) EAST OF YACHT AVE EXTENDED SOUTH, 9 FT (2.7 DF6208'M) EAST OF FIELD DRIVE.