1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF7624 *********************************************************************** DF7624 DESIGNATION - FARGO 0004 DF7624 PID - DF7624 DF7624 STATE/COUNTY- ND/CASS DF7624 USGS QUAD - FARGO SOUTH (1993) DF7624 DF7624 *CURRENT SURVEY CONTROL DF7624 ___________________________________________________________________ DF7624* NAD 83(1996)- 46 49 05.57707(N) 096 48 08.24429(W) ADJUSTED DF7624* NAVD 88 - 275.5 (meters) 904. (feet) GPS OBS DF7624 ___________________________________________________________________ DF7624 X - -517,908.630 (meters) COMP DF7624 Y - -4,341,836.189 (meters) COMP DF7624 Z - 4,628,140.626 (meters) COMP DF7624 LAPLACE CORR- -2.52 (seconds) DEFLEC99 DF7624 ELLIP HEIGHT- 249.06 (meters) (09/10/03) GPS OBS DF7624 GEOID HEIGHT- -26.43 (meters) GEOID99 DF7624 DF7624 HORZ ORDER - FIRST DF7624 ELLP ORDER - THIRD CLASS I DF7624 DF7624.The horizontal coordinates were established by GPS observations DF7624.and adjusted by the MN DEPT OF TRANSP in September 2003. DF7624 DF7624.The orthometric height was determined by GPS observations and a DF7624.high-resolution geoid model. DF7624 DF7624.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF7624 DF7624.The Laplace correction was computed from DEFLEC99 derived deflections. DF7624 DF7624.The ellipsoidal height was determined by GPS observations DF7624.and is referenced to NAD 83. DF7624 DF7624.The geoid height was determined by GEOID99. DF7624 DF7624; North East Units Scale Converg. DF7624;SPC ND S - 134,642.276 882,063.168 MT 0.99993589 +2 41 49.4 DF7624;UTM 14 - 5,187,308.467 667,645.452 MT 0.99994545 +1 36 10.5 DF7624 DF7624 SUPERSEDED SURVEY CONTROL DF7624 DF7624.No superseded survey control is available for this station. DF7624 DF7624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6764587308(NAD 83) DF7624_MARKER: DD = SURVEY DISK DF7624_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF7624_STAMPING: UNSTAMPED DF7624_MARK LOGO: ND1020 DF7624_PROJECTION: RECESSED 3 CENTIMETERS DF7624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF7624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF7624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF7624+SATELLITE: SATELLITE OBSERVATIONS - 1993 DF7624_ROD/PIPE-DEPTH: 5.5 meters DF7624 DF7624 HISTORY - Date Condition Report By DF7624 HISTORY - 1993 MONUMENTED ND1020 DF7624 DF7624 STATION DESCRIPTION DF7624 DF7624'DESCRIBED BY CITY OF FARGO NORTH DAKOTA 1993 DF7624'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF THE DITY OF FARGO IN DF7624'THE NW 1/4 OF SECTION 36, T139N, R49W. TO REACH THE MARK FROM THE JCT DF7624'OF TH 81 AND FAI 94, GO SOUTH FOR 2.0 MI (3.2 KM) ON TH 81, THEN GO DF7624'EAST FOR 0.1 MI (0.2 KM) ON 40TH AVE SOUTH. THE MARK, A DISK ON A DF7624'DRIVEN ALUMINUM ROD, IS IN THE SE QUADRANT OF RIVER DR AND 40TH AVE DF7624'SOUTH, 20.9 FT (6.4 M) WEST OF A FIRE HYDRANT, 2.4 FT (0.7 M) NORTH OF DF7624'THE CENTER OF A MANHOLE COVER. DESCRIBED BY DAVID K HERDER, TYPED BY DF7624'D.J.E. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF7623 *********************************************************************** DF7623 DESIGNATION - FARGO 0009 DF7623 PID - DF7623 DF7623 STATE/COUNTY- ND/CASS DF7623 USGS QUAD - FARGO NORTH (1993) DF7623 DF7623 *CURRENT SURVEY CONTROL DF7623 ___________________________________________________________________ DF7623* NAD 83(1996)- 46 52 31.71110(N) 096 46 44.74263(W) ADJUSTED DF7623* NAVD 88 - 275.4 (meters) 904. (feet) GPS OBS DF7623 ___________________________________________________________________ DF7623 X - -515,602.705 (meters) COMP DF7623 Y - -4,337,433.949 (meters) COMP DF7623 Z - 4,632,494.329 (meters) COMP DF7623 LAPLACE CORR- -3.31 (seconds) DEFLEC99 DF7623 ELLIP HEIGHT- 248.93 (meters) (09/10/03) GPS OBS DF7623 GEOID HEIGHT- -26.39 (meters) GEOID99 DF7623 DF7623 HORZ ORDER - FIRST DF7623 ELLP ORDER - THIRD CLASS I DF7623 DF7623.The horizontal coordinates were established by GPS observations DF7623.and adjusted by the MN DEPT OF TRANSP in September 2003. DF7623 DF7623.The orthometric height was determined by GPS observations and a DF7623.high-resolution geoid model. DF7623 DF7623.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF7623 DF7623.The Laplace correction was computed from DEFLEC99 derived deflections. DF7623 DF7623.The ellipsoidal height was determined by GPS observations DF7623.and is referenced to NAD 83. DF7623 DF7623.The geoid height was determined by GEOID99. DF7623 DF7623; North East Units Scale Converg. DF7623;SPC ND S - 141,083.686 883,529.786 MT 0.99993610 +2 42 50.3 DF7623;UTM 14 - 5,193,720.801 669,234.736 MT 0.99995202 +1 37 16.9 DF7623 DF7623 SUPERSEDED SURVEY CONTROL DF7623 DF7623.No superseded survey control is available for this station. DF7623 DF7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6923593721(NAD 83) DF7623_MARKER: DD = SURVEY DISK DF7623_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF7623_STAMPING: UNSTAMPED DF7623_MARK LOGO: ND1020 DF7623_PROJECTION: RECESSED 3 CENTIMETERS DF7623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF7623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF7623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF7623+SATELLITE: SATELLITE OBSERVATIONS - 1993 DF7623_ROD/PIPE-DEPTH: 5.5 meters DF7623 DF7623 HISTORY - Date Condition Report By DF7623 HISTORY - 1993 MONUMENTED ND1020 DF7623 DF7623 STATION DESCRIPTION DF7623 DF7623'DESCRIBED BY CITY OF FARGO NORTH DAKOTA 1993 DF7623'THE MARK IS LOCATED IN THE CITY OF FARGO IN THE NW 1/4 OF SECTION 7, DF7623'T139N, R48W. TO REACH THE MARK FROM THE JCT OF NORTHERN PACIFIC AVE DF7623'AND 13TH ST, GO EAST FOR 0.95 MI (1.53 KM) ON NORTHERN PACIFIC AVE. DF7623'THE MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS ON THE NORTH SIDE OF DF7623'NORTHERN PACIFIC AVE, AND 67.15 FT (20.47 M) SE OF A LIGHT POLE. DF7623'DESCRIBED BY DAVID K HERDER, TYPED BY D.J.E. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF7625 *********************************************************************** DF7625 DESIGNATION - FARGO 0015 DF7625 PID - DF7625 DF7625 STATE/COUNTY- ND/CASS DF7625 USGS QUAD - FARGO NORTH (1993) DF7625 DF7625 *CURRENT SURVEY CONTROL DF7625 ___________________________________________________________________ DF7625* NAD 83(1996)- 46 56 02.25374(N) 096 47 34.43134(W) ADJUSTED DF7625* NAVD 88 - 272.0 (meters) 892. (feet) GPS OBS DF7625 ___________________________________________________________________ DF7625 X - -516,085.731 (meters) COMP DF7625 Y - -4,332,592.936 (meters) COMP DF7625 Z - 4,636,934.098 (meters) COMP DF7625 LAPLACE CORR- -2.50 (seconds) DEFLEC99 DF7625 ELLIP HEIGHT- 245.65 (meters) (09/10/03) GPS OBS DF7625 GEOID HEIGHT- -26.28 (meters) GEOID99 DF7625 DF7625 HORZ ORDER - FIRST DF7625 ELLP ORDER - THIRD CLASS I DF7625 DF7625.The horizontal coordinates were established by GPS observations DF7625.and adjusted by the MN DEPT OF TRANSP in September 2003. DF7625 DF7625.The orthometric height was determined by GPS observations and a DF7625.high-resolution geoid model. DF7625 DF7625.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF7625 DF7625.The Laplace correction was computed from DEFLEC99 derived deflections. DF7625 DF7625.The ellipsoidal height was determined by GPS observations DF7625.and is referenced to NAD 83. DF7625 DF7625.The geoid height was determined by GEOID99. DF7625 DF7625; North East Units Scale Converg. DF7625;SPC ND S - 147,527.925 882,172.145 MT 0.99993735 +2 42 14.0 DF7625;UTM 14 - 5,200,189.822 668,000.122 MT 0.99994690 +1 36 46.1 DF7625 DF7625 SUPERSEDED SURVEY CONTROL DF7625 DF7625.No superseded survey control is available for this station. DF7625 DF7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6800000190(NAD 83) DF7625_MARKER: DD = SURVEY DISK DF7625_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF7625_STAMPING: UNSTAMPED DF7625_MARK LOGO: ND1020 DF7625_PROJECTION: RECESSED 3 CENTIMETERS DF7625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF7625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF7625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF7625+SATELLITE: SATELLITE OBSERVATIONS - 1993 DF7625_ROD/PIPE-DEPTH: 5.5 meters DF7625 DF7625 HISTORY - Date Condition Report By DF7625 HISTORY - 1993 MONUMENTED ND1020 DF7625 DF7625 STATION DESCRIPTION DF7625 DF7625'DESCRIBED BY CITY OF FARGO NORTH DAKOTA 1993 DF7625'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF FARGO IN DF7625'THE SW 1/4 OF SECTION 18, T140N, R48W. THE MARK, A DISK SET ON A DF7625'DRIVEN ALUMINUM ROD, IS ON THE NORTH SIDE OF MN CO RD 20, 2.0 FT (0.6 DF7625'M) WSW OF END OF GUARDRAIL FOR MN CO RD 22 AND ND CO RD 20 BRDG NO DF7625'7135 OVER RED RIVER. DESCRIBED BY DAVID K HERDER, TYPED BY D.J.E. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 RP1130 *********************************************************************** RP1130 DESIGNATION - PROSPER RP1130 PID - RP1130 RP1130 STATE/COUNTY- ND/CASS RP1130 USGS QUAD - WEST FARGO NORTH (1976) RP1130 RP1130 *CURRENT SURVEY CONTROL RP1130 ___________________________________________________________________ RP1130* NAD 83(1996)- 46 56 08.33001(N) 096 58 10.72329(W) ADJUSTED RP1130* NAVD 88 - 274.3 (meters) 900. (feet) GPS OBS RP1130 ___________________________________________________________________ RP1130 X - -529,432.144 (meters) COMP RP1130 Y - -4,330,845.932 (meters) COMP RP1130 Z - 4,637,064.083 (meters) COMP RP1130 LAPLACE CORR- -2.31 (seconds) DEFLEC99 RP1130 ELLIP HEIGHT- 248.19 (meters) (09/10/03) GPS OBS RP1130 GEOID HEIGHT- -26.11 (meters) GEOID99 RP1130 RP1130 HORZ ORDER - FIRST RP1130 ELLP ORDER - THIRD CLASS I RP1130 RP1130.The horizontal coordinates were established by GPS observations RP1130.and adjusted by the MN DEPT OF TRANSP in September 2003. RP1130 RP1130.The orthometric height was determined by GPS observations and a RP1130.high-resolution geoid model. RP1130 RP1130.The X, Y, and Z were computed from the position and the ellipsoidal ht. RP1130 RP1130.The Laplace correction was computed from DEFLEC99 derived deflections. RP1130 RP1130.The ellipsoidal height was determined by GPS observations RP1130.and is referenced to NAD 83. RP1130 RP1130.The geoid height was determined by GEOID99. RP1130 RP1130; North East Units Scale Converg. RP1130;SPC ND S - 147,095.593 868,719.557 MT 0.99993740 +2 34 29.9 RP1130;SPC MN C - 318,701.308 592,951.884 MT 0.99997701 -1 58 02.5 RP1130;UTM 14 - 5,200,013.763 654,541.977 MT 0.99989355 +1 29 01.1 RP1130 RP1130: Primary Azimuth Mark Grid Az RP1130:SPC ND S - PROSPER AZ MK 261 03 56.7 RP1130:SPC MN C - PROSPER AZ MK 265 36 29.1 RP1130:UTM 14 - PROSPER AZ MK 262 09 25.5 RP1130 RP1130|---------------------------------------------------------------------| RP1130| PID Reference Object Distance Geod. Az | RP1130| dddmmss.s | RP1130| CP3876 PROSPER RM 2 34.280 METERS 00045 | RP1130| RP1136 HARWOOD MINNKOTA PWR RAD MAST APPROX. 8.5 KM 0523028.3 | RP1130| RP1134 HARWOOD FARMER ELEV MID LT ROD APPROX. 8.4 KM 0544117.5 | RP1130| CP3875 PROSPER RM 1 106.921 METERS 26255 | RP1130| CP3874 PROSPER AZ MK 2633826.6 | RP1130|---------------------------------------------------------------------| RP1130 RP1130 SUPERSEDED SURVEY CONTROL RP1130 RP1130 NAD 83(1996)- 46 56 08.33005(N) 096 58 10.72676(W) AD( ) 1 RP1130 NAD 83(1986)- 46 56 08.32927(N) 096 58 10.71763(W) AD( ) 1 RP1130 NAD 27 - 46 56 08.44800(N) 096 58 09.41200(W) AD( ) 1 RP1130 RP1130.Superseded values are not recommended for survey control. RP1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP1130.See file dsdata.txt to determine how the superseded data were derived. RP1130 RP1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5454200014(NAD 83) RP1130_MARKER: DH = HORIZONTAL CONTROL DISK RP1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP1130_STAMPING: PROSPER 1954 RP1130_MARK LOGO: CGS RP1130_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP1130+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1993 RP1130 RP1130 HISTORY - Date Condition Report By RP1130 HISTORY - 1954 MONUMENTED CGS RP1130 HISTORY - 1962 GOOD CGS RP1130 HISTORY - 19930909 GOOD MNDT RP1130 RP1130 STATION DESCRIPTION RP1130 RP1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS) RP1130'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SEC. 22, RP1130'T.140 N., R.50 W., ABOUT 5 MILES, AIRLINE, NORTHWEST OF WEST RP1130'FARGO, ABOUT 5 MILES NORTHEAST OF MAPLETON, AND ABOUT 0.1 RP1130'MILE WEST OF A FARMHOUSE WITH A ROW OF SHELTER TREES ON THE RP1130'WEST SIDE, ON PROPERTY OWNED BY MR. DONALD JOHNSON. RP1130' RP1130'TO REACH FROM THE POST OFFICE AT WEST FARGO--GO EAST ON U.S. RP1130'HIGHWAY 10 FOR 0.05 MILES TO CROSSROAD, TURN LEFT AND GO NORTH RP1130'FOR 1.0 MILE TO A T-INTERSECTION, TURN LEFT AND GO WEST FOR RP1130'0.2 MILES TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 3.2 RP1130'MILES TO CROSSROADS, TURN LEFT AND GO WEST FOR 3.2 MILES TO RP1130'STATION ON RIGHT. RP1130' RP1130'THE STATION MARK, 112 FEET NORTH OF THE CENTER OF A GRAVEL RP1130'ROAD, 57 FEET NORTHEAST OF A POWER POLE, 6 FEET NORTH OF A RP1130'WHITE WITNESS POST, AND 2 FEET WEST OF A FENCE LINE, PROJECTS RP1130'3 INCHES AND THE DISK IS STAMPED PROSPER 1954. RP1130' RP1130'REFERENCE MARK NO. 1, WEST-SOUTHWEST OF THE STATION, IS 75 RP1130'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 1 FOOT EAST OF A RP1130'POWER POLE AND PROJECTS 6 INCHES. THE DISK IS STAMPED PROSPER RP1130'NO 1 1954. RP1130' RP1130'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 1 FOOT WEST RP1130'OF A FENCE LINE AND PROJECTS 2 INCHES. THE DISK IS STAMPED RP1130'PROSPER NO 2 1954. RP1130' RP1130'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILES WEST-SOUTHWEST, IS RP1130'50 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET EAST OF RP1130'A WITNESS POST, 1 FOOT EAST OF A TELEPHONE POLE, AND PROJECTS RP1130'6 INCHES. THE DISK IS STAMPED PROSPER 1954 RP1130' RP1130'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. RP1130 RP1130 STATION RECOVERY (1962) RP1130 RP1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) RP1130'THIS STATION RECOVERED AS DESCRIBED, EXCEPT THAT THE FENCE RP1130'HAS BEEN REMOVED, AND ALL MARKS FOUND IN GOOD CONDITION. RP1130' RP1130'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RP1130'RECOVERY. RP1130 RP1130 STATION RECOVERY (1993) RP1130 RP1130'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RP1130'THE STATION AND RM 1 WERE FOUND IN GOOD CONDITION AS PREVIOUSLY RP1130'DESCRIBED. RM 2 WAS LOOKED FOR AND NOT FOUND AT THIS TIME. RECOVERY RP1130'NOTE BY DAVID K HERDER, TYPED BY D.J.E. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 RP1087 *********************************************************************** RP1087 DESIGNATION - ST BENEDICT RP1087 PID - RP1087 RP1087 STATE/COUNTY- ND/CASS RP1087 USGS QUAD - HICKSON (1979) RP1087 RP1087 *CURRENT SURVEY CONTROL RP1087 ___________________________________________________________________ RP1087* NAD 83(1996)- 46 43 55.38308(N) 096 50 32.35897(W) ADJUSTED RP1087* NAVD 88 - 277.3 (meters) 910. (feet) GPS OBS RP1087 ___________________________________________________________________ RP1087 X - -521,773.810 (meters) COMP RP1087 Y - -4,348,404.731 (meters) COMP RP1087 Z - 4,621,581.587 (meters) COMP RP1087 LAPLACE CORR- -0.42 (seconds) DEFLEC99 RP1087 ELLIP HEIGHT- 250.83 (meters) (09/10/03) GPS OBS RP1087 GEOID HEIGHT- -26.40 (meters) GEOID99 RP1087 RP1087 HORZ ORDER - FIRST RP1087 ELLP ORDER - THIRD CLASS I RP1087 RP1087.The horizontal coordinates were established by GPS observations RP1087.and adjusted by the MN DEPT OF TRANSP in September 2003. RP1087 RP1087.The orthometric height was determined by GPS observations and a RP1087.high-resolution geoid model. RP1087 RP1087.The X, Y, and Z were computed from the position and the ellipsoidal ht. RP1087 RP1087.The Laplace correction was computed from DEFLEC99 derived deflections. RP1087 RP1087.The ellipsoidal height was determined by GPS observations RP1087.and is referenced to NAD 83. RP1087 RP1087.The geoid height was determined by GEOID99. RP1087 RP1087; North East Units Scale Converg. RP1087;SPC ND S - 124,931.644 879,457.556 MT 0.99993745 +2 40 04.2 RP1087;SPC MN C - 295,755.958 601,900.928 MT 0.99994602 -1 52 30.9 RP1087;UTM 14 - 5,177,649.382 664,854.691 MT 0.99993405 +1 34 17.3 RP1087 RP1087: Primary Azimuth Mark Grid Az RP1087:SPC ND S - ST BENEDICT AZ MK 170 08 14.0 RP1087:SPC MN C - ST BENEDICT AZ MK 174 40 49.1 RP1087:UTM 14 - ST BENEDICT AZ MK 171 14 00.9 RP1087 RP1087|---------------------------------------------------------------------| RP1087| PID Reference Object Distance Geod. Az | RP1087| dddmmss.s | RP1087| CP4094 ST BENEDICT RM 1 37.308 METERS 09442 | RP1087| RP1086 FARGO RADIO STATION KFGO MAST APPROX. 3.5 KM 1151334.6 | RP1087| CP4093 ST BENEDICT AZ MK 1724818.2 | RP1087| CP4095 ST BENEDICT RM 2 70.450 METERS 22637 | RP1087|---------------------------------------------------------------------| RP1087 RP1087 SUPERSEDED SURVEY CONTROL RP1087 RP1087 NAD 83(1996)- 46 43 55.38373(N) 096 50 32.35987(W) AD( ) 2 RP1087 NAD 83(1986)- 46 43 55.38278(N) 096 50 32.35008(W) AD( ) 2 RP1087 NAD 27 - 46 43 55.50900(N) 096 50 31.04600(W) AD( ) 2 RP1087 RP1087.Superseded values are not recommended for survey control. RP1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP1087.See file dsdata.txt to determine how the superseded data were derived. RP1087 RP1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6485577649(NAD 83) RP1087_MARKER: DH = HORIZONTAL CONTROL DISK RP1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP1087_STAMPING: ST BENEDICT 1954 RP1087_MARK LOGO: CGS RP1087_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP1087+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1993 RP1087 RP1087 HISTORY - Date Condition Report By RP1087 HISTORY - 1954 MONUMENTED CGS RP1087 HISTORY - 1962 GOOD CGS RP1087 HISTORY - 19930907 GOOD MNDT RP1087 RP1087 STATION DESCRIPTION RP1087 RP1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS) RP1087'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE SOUTHEAST RP1087'1/4 OF SEC. 27, T. 138 N., R. 49 W., ABOUT 5 MILES WEST OF RP1087'THE TOWN OF RUSTAD, ABOUT 3.5 MILES SOUTHEAST OF HORACE AND RP1087'ABOUT 0.5 MILES NORTH OF THE ST. BENEDICT, ST. JOSEPHS CATHOLIC RP1087'CHURCH, IN THE FARMYARD OF MR. FRANCIS BELLEMARE. RP1087' RP1087'TO REACH FROM THE ST. BENEDICT CHURCH AND SCHOOL--GO NORTH RP1087'ON GRAVEL ROAD FOR 0.5 MILES TO CROSSROADS, TURN LEFT AND GO RP1087'WEST FOR 0.05 MILES THEN RIGHT INTO FARMYARD AND STATION. RP1087' RP1087'THE STATION MARK, NORTHWEST OF THE FARMHOUSE, IS 100 FEET RP1087'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BARN, 35 RP1087'FEET SOUTHEAST OF A CHICKEN HOUSE, AND PROJECTS 2 INCHES. THE RP1087'DISK IS STAMPED ST BENEDICT 1954. RP1087' RP1087'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 3 FEET NORTH RP1087'OF THE NORTHEAST CORNER OF A SMALL WHITE BUILDING, AND PROJECTS RP1087'2 INCHES. THE DISK IS STAMPED ST BENEDICT NO 1 1954. RP1087' RP1087'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, IS 1.5 FEET RP1087'WEST OF THE NORTHWEST CORNER OF THE MOST SOUTHWESTERLY BUILDING RP1087'IN THE FARMYARD AND PROJECTS 2 INCHES. THE DISK IS STAMPED RP1087'ST BENEDICT NO 2 1954. RP1087' RP1087'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILES SOUTH, IS 74 FEET RP1087'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 39 RP1087'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 5.5 FEET WEST OF RP1087'A WHITE WITNESS POST, AND IS LEVEL WITH THE GROUND SURFACE. THE RP1087'DISK IS STAMPED ST BENEDICT 1954. RP1087' RP1087'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. RP1087 RP1087 STATION RECOVERY (1962) RP1087 RP1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) RP1087'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN RP1087'GOOD CONDITION. THE STATION MARK IS IN AN AREA THAT HAS BEEN RP1087'PLOWED FOR GARDEN BUT THE FARMER IS GOING TO PLACE POSTS NEAR RP1087'THE MARK TO INSURE ITS PROTECTION. RP1087' RP1087'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE. RP1087 RP1087 STATION RECOVERY (1993) RP1087 RP1087'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RP1087'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION. THE RP1087'CHAINED DISTANCE BETWEE THE STATION AND RM 1 WAS LESS BY 0.15 FT (4.57 RP1087'CM) AND THE CHAINED DISTANCE BETWEEN THE STATION AND RM 2 WAS LESS BY RP1087'0.06 FT (1.83 CM) THEN PREVIOUSLY RECORDED. THE MARK IS LOCATED ABOUT RP1087'5 MI (8.0 KM) WEST OF THE TOWN OF RUSTAD IN THE SE 1/4 OF SECTION 27, RP1087'T138N, R49W. TO REACH THE MARK FROM THE ST BENEDICT CHURCH AND RP1087'SCHOOL, GO NORTH FOR 0.5 MI (0.8 KM) ON A GRAVEL RD, THEN GO WEST FOR RP1087'0.05 MI (0.08 KM) WEST ON A GRAVEL RD TO THE MARK. THE MARK, A DISK RP1087'SET IN A CONC MON, IS 100 FT (30.5 M) ENE OF THE NE COR OF A LARGE RP1087'BARN, 106.1 FT (32.3 M) NW OF A P-POLE, 103.6 FT (31.6 M) NORTH OF THE RP1087'NE COR OF METAL SHED, 35 FT (10.7 M) SE OF A CHICKEN HOUSE, 122.25 FT RP1087'(37.26 M) WEST OF RM 1, AND 231.07 FT (70.43 M) NE OF RM 2. RECOVERED RP1087'AND DESCRIBED BY DAVID K HERDER, TYPED BY D.J.E.