1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6581 *********************************************************************** DF6581 DESIGNATION - DEUNK DF6581 PID - DF6581 DF6581 STATE/COUNTY- MN/LE SUEUR DF6581 USGS QUAD - LE SUEUR (1979) DF6581 DF6581 *CURRENT SURVEY CONTROL DF6581 ___________________________________________________________________ DF6581* NAD 83(1996)- 44 24 48.71084(N) 093 55 00.88691(W) ADJUSTED DF6581* NAVD 88 - 263.7 (meters) 865. (feet) GPS OBS DF6581 ___________________________________________________________________ DF6581 X - -311,738.980 (meters) COMP DF6581 Y - -4,552,946.167 (meters) COMP DF6581 Z - 4,441,194.626 (meters) COMP DF6581 LAPLACE CORR- -0.29 (seconds) DEFLEC99 DF6581 ELLIP HEIGHT- 235.52 (meters) (07/31/03) GPS OBS DF6581 GEOID HEIGHT- -28.14 (meters) GEOID99 DF6581 DF6581 HORZ ORDER - FIRST DF6581 ELLP ORDER - THIRD CLASS II DF6581 DF6581.The horizontal coordinates were established by GPS observations DF6581.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6581 DF6581.The orthometric height was determined by GPS observations and a DF6581.high-resolution geoid model. DF6581 DF6581.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6581 DF6581.The Laplace correction was computed from DEFLEC99 derived deflections. DF6581 DF6581.The ellipsoidal height was determined by GPS observations DF6581.and is referenced to NAD 83. DF6581 DF6581.The geoid height was determined by GEOID99. DF6581 DF6581; North East Units Scale Converg. DF6581;SPC MN S - 257,062.511 806,617.120 MT 0.99992321 +0 03 29.7 DF6581;UTM 15 - 4,918,213.265 426,999.757 MT 0.99966554 -0 38 30.2 DF6581 DF6581 SUPERSEDED SURVEY CONTROL DF6581 DF6581.No superseded survey control is available for this station. DF6581 DF6581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2700018213(NAD 83) DF6581_MARKER: DH = HORIZONTAL CONTROL DISK DF6581_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6581_STAMPING: DEUNK 1991 DF6581_MARK LOGO: MNDT DF6581_PROJECTION: FLUSH DF6581_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6581+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6581_ROD/PIPE-DEPTH: 7.6 meters DF6581 DF6581 HISTORY - Date Condition Report By DF6581 HISTORY - 1991 MONUMENTED MNDT DF6581 HISTORY - 20020711 GOOD MNDT DF6581 DF6581 STATION DESCRIPTION DF6581 DF6581'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6581'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS DF6581'3.5 MI (5.6 KM) SSW OF LE SUEUR, 3.6 MI (5.8 KM) SOUTH ON TH 112 FROM DF6581'JCT OF TH 93 AND TH 112, THENCE 0.4 MI (0.6 KM) WEST ON TWP RD, 29.5 DF6581'FT (9.0 M) NORTH OF TWP RD, 30.6 FT (9.3 M) WEST OF P-POLE, 169.1 FT DF6581'(51.5 M) EAST OF P-POLE, 2.6 FT (0.8 M) SOUTH OF WIT POST, FLUSH, DF6581'MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH IS 25 FT. (7.6 M) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PP3057 *********************************************************************** PP3057 DESIGNATION - JOLLY PP3057 PID - PP3057 PP3057 STATE/COUNTY- MN/LE SUEUR PP3057 USGS QUAD - BELLE PLAINE SOUTH (1981) PP3057 PP3057 *CURRENT SURVEY CONTROL PP3057 ___________________________________________________________________ PP3057* NAD 83(1996)- 44 30 47.81051(N) 093 51 04.66450(W) ADJUSTED PP3057* NAVD 88 - 301.667 (meters) 989.72 (feet) ADJUSTED PP3057 ___________________________________________________________________ PP3057 X - -306,004.888 (meters) COMP PP3057 Y - -4,545,580.580 (meters) COMP PP3057 Z - 4,449,132.589 (meters) COMP PP3057 LAPLACE CORR- 3.18 (seconds) DEFLEC99 PP3057 ELLIP HEIGHT- 273.75 (meters) (07/23/03) GPS OBS PP3057 GEOID HEIGHT- -27.90 (meters) GEOID99 PP3057 DYNAMIC HT - 301.630 (meters) 989.60 (feet) COMP PP3057 MODELED GRAV- 980,488.3 (mgal) NAVD 88 PP3057 PP3057 HORZ ORDER - FIRST PP3057 VERT ORDER - SECOND CLASS I PP3057 ELLP ORDER - THIRD CLASS II PP3057 PP3057.The horizontal coordinates were established by GPS observations PP3057.and adjusted by the MN DEPT OF TRANSP in July 2003. PP3057 PP3057.The orthometric height was determined by differential leveling PP3057.and adjusted by the National Geodetic Survey in January 1998. PP3057 PP3057.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP3057 PP3057.The Laplace correction was computed from DEFLEC99 derived deflections. PP3057 PP3057.The ellipsoidal height was determined by GPS observations PP3057.and is referenced to NAD 83. PP3057 PP3057.The geoid height was determined by GEOID99. PP3057 PP3057.The dynamic height is computed by dividing the NAVD 88 PP3057.geopotential number by the normal gravity value computed on the PP3057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PP3057.degrees latitude (g = 980.6199 gals.). PP3057 PP3057.The modeled gravity was interpolated from observed gravity values. PP3057 PP3057; North East Units Scale Converg. PP3057;SPC MN S - 268,153.381 811,822.775 MT 0.99992206 +0 06 15.2 PP3057;UTM 15 - 4,929,236.776 432,339.226 MT 0.99965630 -0 35 48.6 PP3057 PP3057: Primary Azimuth Mark Grid Az PP3057:SPC MN S - HENDERSON 357 42 00.9 PP3057:UTM 15 - HENDERSON 358 24 04.7 PP3057 PP3057|---------------------------------------------------------------------| PP3057| PID Reference Object Distance Geod. Az | PP3057| dddmmss.s | PP3057| AE4265 JOLLY RM 1 14.351 METERS 08641 | PP3057| CJ8091 JOLLY RM 2 14.457 METERS 16801 | PP3057| PP2931 LESUEUR TELE MAST APPROX. 6.5 KM 1703030.6 | PP3057| PP2949 LESUEUR KRBI RADIO MAST APPROX. 4.2 KM 2251519.0 | PP3057| PP3058 HENDERSON APPROX. 3.3 KM 3574816.1 | PP3057|---------------------------------------------------------------------| PP3057 PP3057 SUPERSEDED SURVEY CONTROL PP3057 PP3057 NAD 83(1996)- 44 30 47.81302(N) 093 51 04.66728(W) AD( ) 2 PP3057 NAD 83(1986)- 44 30 47.80832(N) 093 51 04.66441(W) AD( ) 2 PP3057 NAD 27 - 44 30 47.93553(N) 093 51 03.79604(W) AD( ) 2 PP3057 NGVD 29 - 301.58 (m) 989.4 (f) LEVELING 3 PP3057 PP3057.Superseded values are not recommended for survey control. PP3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP3057.See file dsdata.txt to determine how the superseded data were derived. PP3057 PP3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3233929237(NAD 83) PP3057_MARKER: DH = HORIZONTAL CONTROL DISK PP3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP3057_STAMPING: JOLLY 1981 PP3057_MARK LOGO: MNDT PP3057_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT PP3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PP3057+STABILITY: SURFACE MOTION PP3057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP3057+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1992 PP3057 PP3057 HISTORY - Date Condition Report By PP3057 HISTORY - 1981 MONUMENTED MNDT PP3057 HISTORY - 19921228 GOOD MNDT PP3057 PP3057 STATION DESCRIPTION PP3057 PP3057'DESCRIBED BY MN DEPT OF TRANSP 1981 (DKH) PP3057'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE TOWN OF PP3057'LE SUEUR, IN THE NE 1/4 OF SECTION 17, T112N, R25W, ON THE SOUTHEAST PP3057'RIGHT-OF-WAY OF TRUNK HIGHWAY 169 AT MILEPOINT 82.2. PP3057' PP3057'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK PP3057'HIGHWAY 19, 4 MILES NORTHEAST OF THE TOWN OF HENDERSON, GO SOUTH ON PP3057'TRUNK HIGHWAY 169 FOR 2.1 MILES TO THE STATION ON THE LEFT. PP3057' PP3057'THE STATION MARKS ARE STANDARD MNDT HORIZONTAL CONTROL MONUMENT DISKS PP3057'STAMPED---JOLLY 1981---. THE SURFACE STATION DISK IS SET IN THE TOP PP3057'OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF PP3057'THE GROUND. THE MARK IS 59.5 FEET SOUTHEAST OF THE CENTERLINE OF THE PP3057'NORTHBOUND LANE OF TRUNK HIGHWAY 169, IN THE DITCH BOTTOM, AND 3.9 PP3057'FEET EAST OF A STEEL WITNESS POST. THE UNDERGROUND STATION DISK IS PP3057'SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW THE SURFACE OF THE PP3057'GROUND. PP3057' PP3057'REFERENCE MARK NUMBER 1, A STANDARD MNDT REFERENCE MARK DISK PP3057'STAMPED---JOLLY NO 1 1981---, IS SET IN THE TOP OF A 12 INCH ROUND PP3057'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PP3057'MARK IS 96 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF PP3057'TRUNK HIGHWAY 169 AND 50.8 FEET EAST OF A STEEL WITNESS POST. PP3057' PP3057'REFERENCE MARK NUMBER 2, A STANDARD MNDT REFERENCE MARK DISK PP3057'STAMPED---JOLLY NO 2 1981---, IS SET IN THE TOP OF A 12 INCH ROUND PP3057'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PP3057'MARK IS 95.5 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE PP3057'OF TRUNK HIGHWAY 169 AND 48.6 FEET SOUTH OF A STEEL WITNESS POST. PP3057' PP3057'A STEEL ROD SET IN THE CONCRETE MONUMENTS MAKE ALL OF THE MARKS PP3057'MAGNETIC. PP3057 PP3057 STATION RECOVERY (1992) PP3057 PP3057'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH) PP3057'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AE4687 *********************************************************************** AE4687 DESIGNATION - LESU AE4687 PID - AE4687 AE4687 STATE/COUNTY- MN/LE SUEUR AE4687 USGS QUAD - LE SUEUR (1979) AE4687 AE4687 *CURRENT SURVEY CONTROL AE4687 ___________________________________________________________________ AE4687* NAD 83(1996)- 44 26 06.56356(N) 093 54 31.06100(W) ADJUSTED AE4687* NAVD 88 - 260.242 (meters) 853.81 (feet) ADJUSTED AE4687 ___________________________________________________________________ AE4687 X - -310,965.790 (meters) COMP AE4687 Y - -4,551,310.545 (meters) COMP AE4687 Z - 4,442,908.505 (meters) COMP AE4687 LAPLACE CORR- 0.21 (seconds) DEFLEC99 AE4687 ELLIP HEIGHT- 232.10 (meters) (07/31/03) GPS OBS AE4687 GEOID HEIGHT- -28.11 (meters) GEOID99 AE4687 DYNAMIC HT - 260.206 (meters) 853.69 (feet) COMP AE4687 MODELED GRAV- 980,474.6 (mgal) NAVD 88 AE4687 AE4687 HORZ ORDER - FIRST AE4687 VERT ORDER - SECOND CLASS I AE4687 ELLP ORDER - THIRD CLASS II AE4687 AE4687.The horizontal coordinates were established by GPS observations AE4687.and adjusted by the MN DEPT OF TRANSP in July 2003. AE4687 AE4687.The orthometric height was determined by differential leveling AE4687.and adjusted by the National Geodetic Survey in January 1998. AE4687 AE4687.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE4687 AE4687.The Laplace correction was computed from DEFLEC99 derived deflections. AE4687 AE4687.The ellipsoidal height was determined by GPS observations AE4687.and is referenced to NAD 83. AE4687 AE4687.The geoid height was determined by GEOID99. AE4687 AE4687.The dynamic height is computed by dividing the NAVD 88 AE4687.geopotential number by the normal gravity value computed on the AE4687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE4687.degrees latitude (g = 980.6199 gals.). AE4687 AE4687.The modeled gravity was interpolated from observed gravity values. AE4687 AE4687; North East Units Scale Converg. AE4687;SPC MN S - 259,466.094 807,274.256 MT 0.99992271 +0 03 50.6 AE4687;UTM 15 - 4,920,608.021 427,686.035 MT 0.99966431 -0 38 10.2 AE4687 AE4687 SUPERSEDED SURVEY CONTROL AE4687 AE4687.No superseded survey control is available for this station. AE4687 AE4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2768620608(NAD 83) AE4687_MARKER: DH = HORIZONTAL CONTROL DISK AE4687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE4687_STAMPING: LESU 1991 AE4687_MARK LOGO: MNDT AE4687_PROJECTION: RECESSED 5 CENTIMETERS AE4687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE4687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE4687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE4687+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 AE4687_ROD/PIPE-DEPTH: 6.1 meters AE4687 AE4687 HISTORY - Date Condition Report By AE4687 HISTORY - 1991 MONUMENTED MNDT AE4687 HISTORY - 20020711 GOOD MNDT AE4687 AE4687 STATION DESCRIPTION AE4687 AE4687'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH) AE4687'THE MARK IS LOCATED 2.0 MILES (3.2 KM) SOUTH-SOUTHEAST OF THE CITY OF AE4687'LE SUEUR, 2.05 MILES (3.30 KM) SOUTHEAST OF THE JUNCTION OF TRUNK AE4687'HIGHWAY 93 AND TRUNK HIGHWAY 112, IN THE SE 1/4 OF SECTION 12, T111N, AE4687'R26W, 140.4 FT (42.8 M) EAST OF AND 1.0 FT (0.3 M) HIGHER THAN THE AE4687'CENTERLINE OF TRUNK HIGHWAY 112, AT MILEPOINT 3.65, 3.3 FT (1.0 M) AE4687'NORTH OF A STEEL WITNESS POST, 17.2 FT (5.2 M) SOUTH 0F THE CENTERLINE AE4687'OF COUNTY ROAD 15, 94.0 FT (28.7 M) EAST-SOUTHEAST OF A POWER POLE, AE4687'94.5 FT (28.8 M) WEST-SOUTHWEST OF A POWER POLE, AND 0.1 FT (3.0 CM) AE4687'BELOW THE GROUND. AE4687 AE4687 STATION RECOVERY (2002) AE4687 AE4687'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) AE4687'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AE4687'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.