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Home My WebLink About3117036U.S. PUBLIC .AND SURVEY MONUMENT RECORD Computer file name: ❑iak 2 SW0331 1 7 Derived from: Latitude of the mark — DDMMSS North: Elevation (height of the mark): FEET Longitude of the mark -- DDMMSS West: (I METER 3.2808333 FEET) METERS St. Croix County Grid WHPGN: Northing: --,- -- — -- Northing: (FEET) (METERS) Easting.: Easting: State Plane Coordinates: Northing: Northing: (FEET} (METERS) Easting: Easting: TOWN OF STANTON It DIAMETER DERNTSEN ALUMINUM CAP FOUND (5/4 f99) a PLAS11C CAP IN 1 "X30" IRON PIPE SET, WEIGHING 1.68 LBS. f FT. PLACED SURVEY: MONUMENT SIGN ---—��-- FENCE LINE POWER POLE 7G'5D'58" aRAPM WAM' 1 q •f � s� CUri411iE ANCHORS T31N, R17W .NNOTE:. The County Surveyor's Office set a l -inch Diameter steel "Survey Mark" nail at the section corner Date: Av,,y1 Zoo jT .�.�. C y �� A U.S. PUBLIC LAND SURVEY MONUMENT RECORD Computer file name: Disk #2 __ SW033117 _ Derived from: Latitude of the mark — DDMMSS North: Elevation (height of the mark): FEET Longitude of the mark -- DDMMISS West: ('I METER 3.2808333 FEET) METERS St. Croix County Grid WHPGN: Northing: - (FEET} Northing: ,.�—_-•- - - (METERS) Eating: Easting: State Plane Coordinates: Northing: (FEET} Northing: (METERS) Easting: Easting: is TOWN OF STANTON At DIAMETER BERNTSEN ALUMINUM CAP FOUND (5/4/99) X 0 PLASTIC CAP IN 1 "X30" IRON PIPE SET, WEIGHING 1.68 LBS./FT. va --�- PLA ED SURVEY -MONUMENT SIGN FENCE LINE po�ER POLE T31 N, R17W 76'5O' 58" 1 14+ ; � Y,��,7 ti1f1 t A. �3 (d) Describe any record evidence, occupational evidence, testimonial evidence or any other material evidence you considered, and whether the monument was found or placed. A previously filed tie sheet dated April 16, 1980 by Bradly Canaday, showed the location of a Berntsen aluminum cap which was found. The corner ties were upgraded to A—E7 standards to perpetuate the location. (e) Describe any material discrepancy between the location of the corner as restored or reestablished and the location of that corner as previously restored or reestablished by distance and direction, Show the discrepancy on the .plan view drawing under (d), above, Show the distances between the corner as -previously restored 'or reestablished and (1) the corner as restored or reestablished, and (2) to at least 2 of the witness monuments shown on the* drawing in (d), above. To my knowledge there is no discrepancy. The aluminum cap appeared to be the intended corner monument. No measurements were made to adjacent PASS .corners .for ..comparison with Government notes. The found position was witnessed as shown, (f) Was the corner restored through acceptance of (1) an obliterated evidence -location, or, (2) a found perpetuated location? (2) A found perpetuated location. (g&h) Was the corner reestablished through lost corner proportionate methods? If so, show the method, including the directions .and distances to other public Land survey corners used as evidence or used for proportioning in determining the corner location? No. (i) i, . Francis W. @Ieskacek (type or print name) certify that the corner location shown on this record was determined by me or under my direction and control and that this U.S. Public Land Survey Monument Record is correct and complete to the best of my knowledge and belief. V� C- Signature Date wwft-�"0�41 li Affix Land -.Surveyor Seal � i �AdCEW. � T �r r � i L-� PRESERVATION OF MONUMENTS SECTION 59,635 WISCONSIN STATUTES County_ ._...,.r..�X-----.-----------------.------...------------.... Town........... STf � rY... ........................................................... .'� Highway ........ T........ /�-.... .................... ------------------------------- SectionNo..----`-3----------------------------------------------------------------...---..------------.----- T...... �.......... N. R..---- 7-------'•------...-- --- -... - -- -- _.......................... Type of Monument- .._.�.�/��/°`�� .. Location indicated on sketch ---X— �c wE� i�Lc _5RI,of-C /4/ 4y/9/ t 1 LOCATION SKETCH SO 0 s w BRAD J.. CAN AY S-- fi2 This space for copy of field notes or ties to the above described zAppiMien RiVER FALLS ar Field notes or records filed in Book No ---------------- ------------------------------------ �--�-.---------- -4 .. ..,•...�� .. at the. ..Q........_..................4 11 off;�t# ons$ ------------------------------ of --------- ---------------.--_--------•-- ----- ._....._...... .........County. Located or established by ........................ --------- --:. ... _ ....---- 19 tle.-- -l..------------_Ie . ............. .......... County Clerk's Office ------------------- -_......................... .................... County, Wis. ) ss. Received for record ---------------------------------------------------------------------- , 19.......... Copy sent to County Surveyor ......................... 19.-.--------- County Clerk 9- 17 PRESERVATION OF MONUMENTS SECTION 5906 WISCONSIN STATUTES w y St. Croix C(Yunt..............................................................................................._.......... Town.......... .....Stanton....._......._.........._............,........ ......._.................. C.T.H. H 8c Town Road (Ke-aavw..DaleRd. Highway........._............._.........._.._....._...._........................ ...... SectionNo ............... ............................... _.,............_................,................. T..._....3i......._.N. R....._�.7........_VY....................._......... _.....,_.................. Type of Monument-.......... . R....S_pike ......-.-............ ...............,..• Sic-. L imt. ZS, 11 , R : . "I �-Ok LOCATION SKETCH 11.0 - 5 This apace far eo y of f�e�c � no tea or ties to- the above deal •'bed m ents. orrec rds filed- in Book- No%...._....................................._..................•w....-.,/.N.-.N-.uu_.... .... Field not" or 8c N Land carve y ink .......... .arfiice. atthe., ...... •--....... . ...................... :,__.. .._,..... w.................* Cit ....................................,................fit.,:..:Q.,:.......,.----.r r ...............Y.......`- Allen C. . Nyk��en r elpr �.h 6 lf. 80 established by. .. ....................................., ........ Locatedor ..._........................................:.................., ti. LR..S. No- 7`itle. _......................................4.6............... County Clerk's Office.....................................,..........................CouWis. Fla." record..................................... .. Received for :.................._... ... C sent to County 84rvqY0r...&-,..6 ...... 3�...a.°.... .._.....----.....................................__.............. County ("leek 1 U.S. PUBLIC LAND SURVEY MONUMENT RECORD Computer file name: Disk 2, SE043017 Derived from: Latitude of the mark — DDMMSS North: Elevation (height of the mark): Longitude of the mark — DDMMSS West: (1 METER Q 3.2808333 FEET) St. Croix County Grid WHPGN: Northing: (FEET) Northing: Easting: Easting: State Plane Coordinates: Northing: (FEET) Northing: Easting: Easting: �e P.K. NAIL SET FROM TIES 10 1" IRON PIPE FOUND, PLUGGED AND REMEASURED o PLASTICAP IN 1 "X30" IRON PIPE WEIGHING 1.68 LBS./FT., SET GRAFHIC SCALE 10 20 c IN Farr } N F.P. A� X S z (METERS) (METERS) TOWN OF ERIN PRAIRIE T30N,R17W /SIGN FEET METERS P.P. V±10 (d) Describe any record evidence, occupational evidence, testimonial evidence or any other material evidence you considered, and whether the monument was found or placed. Records indicated a monument with ties. We used two ties to establish the position, then set a PK nail to facilitate new ties as shown on the reverse. (e) Describe any material discrepancy between the location of the comer as restored or reestablished and the location of that corner as previously restored or reestablished by distance and direction. Show the discrepancy on the plan view drawing under (d), above. Show the distances between the corner as previously restored or reestablished and (1) the comer as restored or reestablished, and (2) to at least 2 of the witness monuments shown on the drawing In (d), abom To my knowledge the nail is where the formerly reestablished monument was set. We did no other measuring to determine proximity to other PLSS corners. (f) Was the corner restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? (2) A found perpetuated location. (g&h) Was the corner reestablished through lost corner proportionate methods? if so, show the method, including the directions and distances to other public land survey corners used as evidence or used for proportioning In determining the corner location? No. (i) I, • James E. _Rusch,St_ Croix County Surveyor,_ (type or print name) certify that the corner location shown on this record was determined by me or under my direction and control and that this U.S. Public Land Survey Monument Record is correct and complete to the best of my knowledge and belief. eI,Ihoture ate = Affix Land Surveyor SealAN ' I ��► �; � 'yL�'' r '% y to T14 r I -gyp �uS 06 (= C OPY U.S. PUBLIC LAND SURVEY MONUMENT RECORD Computer file name: Disk #2, SE043017 Derived from: Latitude of the mark - DDMMSS North: Elevation (height of the mark): FEET Longitude of the mark — DDMMSS West: 0 METER a 3.2808333 FEET) METERS St. Croix County Grid WHPGN: Northing: (FEET) Northing: (METERS) Easting: Easting: State Plane Coordinates: Northing; (�E,� Northing: (METERS) Easting: Easting: TOWN OF ERIN PRAIRIE P.K. NAIL SET FROM TIES 40 1" IRON PIPE FOUND, PLUGGED AND REMEASURED o PLASTICAP IN 1 "X30" IRON PIPE WEIGHING 1.68 LBS./FT., SET GR"MC SCAM kewL_=j N F.P. v cF-- - , - �` 11'" A :The County, burvOWT-s uttice set a 1-inch i Diameter steel "Survey nail at the section corner. - Date: 0 x z T30N, R17W s z P.P. 1'f�