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HomeMy WebLinkAbout2818078'ru"'S PUBLIC LAND SURVEY MONUMENT RECORD- ADDENDUM- St. Croix County Index # 2818078 Point Table Point # Northing Eastin g Elevation 2818078 322218.883 551933.146 1090.50 DATUM: ST. CROIX COUNTY HAD33(i 991) FIELD WORK DATE: 9/9/22 T. 28 N, R.18 W. S35*52"48"W 49.521 3" EAST ®F FENCEUNE co co Zi LL- x j FENCELINE -X X 911"'19*121V I Corey M. Hughes, Professional Land Surveyor, St. Croix County ,Surveyor, Hereby certify that the corner location shown on this ALDWN SCON 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 standards of AE-7 •of Wisconsin Administrative Code to the best of my knowledge and belief. By usi rrg proportionate Fi,eascrr-e from the SE corner Gf Sectl4n 18 t❑ the E 1/4 corner of Section 7, my relocated positions fit with otcupati anal evi dense as noted above. Pr oporti ❑nate measure wool d suggest that tW21sh had a chaining errcor of approximately 0.21 ` per 2 poi e ciai n. TESTIMONIAL EVIDENCE Oscar Lee, a long ti rte t- esi dent of the a,r ea, stated that froo, personal eXperience that h-= had observed the original location of the corner occupation at t#•,u corner carnffion tD Sections 7,8,1S and 17. He indicated that it was south of the road in the approximate 1 o c a t i ❑n of my p❑sitiun He stated thc;t the original road ran along the section line but it was no t<tore thV.n a trail due to the fact that to the time there were nLl residences to the east. uni-il you got to the intersection of Town Hall Road and Road. He also stated that the ownership has alwc-1 s been common, both north: and south of the corners so the +octrUuation line was never perpetuated after the the present r- oad was bui 1 d f Urth,er to the north to avoid t#-1e marsh area to the south. ;He also :-tatetd that h? -an not thin#; of anyone else in the area that -2ni ember the original corner ' s 1 ocati on, but felt tnat zr1 Y,E,a.r-s past I was common knowledge that the road was not can the sect1011 line Cor1cl;_tsions Gf evidence for NE and ir'4 carners ❑f Settic�n 1S I f_ti thtat occupati���a.l evidence, st,!p,o�orted by proportionate measure repre_Etnt the bust available evidence for the relocation of the corr,er-sTest1ir,onial e—Vidence supports the location of the NE corner, but dUE t4 t#12 fact that t;n e,.act posit -ion is di4- 1 salt to recall of ter more than 0 year s, it cinl,� serves to indicate that the corner Pias not at the interrsection of the roads, but approximately 100, to the South, I placed the NE corner of the section on proportionate ,3i� tsar e bpt wpen the SE r ��rrter 4'f' �e�t 1 G;"i 1S and the E 1 f 4 c❑riser 4T Section 7 fctr North -South location and at centerline occupation for East -Test location. I set the E I / 4 corner of Section 16 on a s t r a i t line split betthe 5E c❑riser and reIoca.ted NE corner. ThE NE. corrner ' S 1 ocat i can f i is wi the three 1 ndependant pi ec.es of ev' de�;ce Gccttpation projections, proper"tiGnate measure and test i m.ony} . The E 1114 col ner- •s l c,cat i on i .s supported by two independant pieces of evidence (occupation projections and pr opci Li❑note P3easi.�}-e� CQncIui:,iar,s of evi denc:e for N1/4 cornt=r of 5ecti©n lE I clonsidered the Pour t-h--South position of the N 114 corner to be "s ❑st" . I do not f eel that. East-West ,occupati ❑n at. tfi}r corner represents the location of the ❑r iginal corner for the r ea ons stated above, so I set the corner on North --South occupation and on a straight line between thie NE and NW co'--rters of Spection 18. This p❑sit'an is supported b�T� the ,ileasur e,ment to the center of Section 7 i,r, that it ,hart= closely, its- with a standard 1/2 01i1e distance and di st8;nces recorded by John McClure. EV � DENC FOR THE RELOCATION OF THE NE, N 1/4 AND L 1/4 CORNERS OF SECTION 19, T�eN, F'19W. QCL"lJF 1 1 ONH" L EV i DENC;E My posi ti or"a of the �4L Cur ner of Section 18 l i is with Ga projection fron the V1 1/4 cornea of Section 17 through fence line occupation approX aimatexy 2000' east o4 the corner. This position fits with record di Sta.<<c.e ( 1 18 i t o occupation I / 4 mile southr. The NW 1/4 of the NW 1,` 4 of ❑f Sett i on 17 and the SW 1/4 of the SW 1/4 o4 Sect i on 8 have been Linder LOffi On 0Wn2 sh I p for at l east 100 'years thi s sugge4te ti-,at the or•i Q i n@1 c-or ner- was avai I Cabl e at the ti ime the f enc2 at the " 0" corner south, was built, and that the landowner measured the standard 1 '20 to set his corner, H project i or, from thc- NW corner of Section 18 through fence line ecc.LLpatlon near- the N 1{£4 Corner of Sfer_tion 18 would place the corner a.ppr0:iir,ateI'r' 100 further south than my position at the NE corner ❑f Section 18, however, due to :long time tomman ownership at the N 1/4 corner G1i1 '13 and the f act that the e�; i st 1 ng fence Lu11 ows the botto,�, o4 a hillside, the portion of fence at the N 1114 corner of IS appears to be a convenienC2 fence. l'h hypathesi-s is supported by a survey by John McClure dated October 17, 190 in which he ran the North -South Quarter SeCtlon Line of Section 7, but instead of running his lire Yr-on) the S 1/4 Corner of 7 he prOlceeded at ❑ccupatiion 1/4 Haile south at the c.orrae oi� of the SW lf4 of the NE /4 of Siection 10, this would seem to indicate that the S 1/4 corner of Izectio,r, was not to him at that time I have not found any inf aar-mation thaat indicc.tes this corner has been r E-esta 11shed since that tifiae. My position at the E 1/4 corner of Section 1E -Fits with a projection from the E 1/4 corner of 15ecti on 17 through occupation at the center u$ r=Ct l on 17, taus ppsi tl on also fits i,or tea and South with an ❑l fence pest. I would consider the post irac.onclusive but supportive occupeati oral evidence. There I' S n❑ Other- Occupational evidence in the area or the corner. M•,r p❑sitior. dt the N 1r` cor ner eT Section 18 fits with a ,r"ojection fror<a the S 1/4 cor nerr of Lec-tirn 18 through center of section occupation and loth cor-rrer� DCCUPation 1/4 mile south of the corner. East-v e t o,coupa.t i on at the, tl 1 i 4 corner ci Section i3 is 51 ' south UT M'r` prr�sition. l did not accept it as conclusive evidence for the location of the corner fol- the reae.ons stated above. RECORD �L-!) 1DENCE I based firer rel ocat i on o- the "dE ar,d E: 1 / 4 corners of Section 18 on occupatifDn projectifins Supported prupo, tic-nate ar,easure and test moni Cal evidence. T;,r= car i qi na:l interior- line surveyor, (Henry B. Welsh 1647) , recor' dEd t l— =tandr-,%i`d o+ running north frc,r thle SE corner rif Section 10U to the LIj4 cornL-r, then to the l°SE cc,r nor` cj e,ctiort ���g kl",en he ran randcru IInet and 1 fi-ii e towns —hi l i ne l and then ran corrected i i nes il3%c n,ihe Correspo d11/4 corners; on « straight linen Welsh would hav 2 F aiJ tC) IT,M-- e ci :tirt_',' i - errDF In hA' s measurement between S2Ction 17 anal d t'haer, ,-rC; e a cor,Ip1atrwly indapandent and Equ-1-1 error in li �i,en�t;F-efflril to the ` -1 4 COrr'aer- Gi IS r.tion ! for the cer'itEr lina,'c�r�kar li+�e piositic, t❑ be the o�riglnCaI corner`s 1{oca.tion St,�;TIC)N 59,6 3� W ISCONSIN STATUT.' Cuuiit}r ST. CRO.I.x..., ...... ....-- . 'I'UWII........ I N..I C . I......I................................................. . ......... .._ . .... .......-'T...�:....... - ................................................. ....-...... .................. sect-utl NO .............................................................................................. 8------- --N. It......i8............. 1'........................... .- -- ................ PIPE Typeof Mun rle"t..----.�.......30.....!.R�N..................................................... Luckihun indicaLed oll bkctCh -- -- LOCA'110N iiZ�'l�C;li ' ALUMIN.U;M - MONUMENT FOUND ROAD SIGN 20.7 - -T-O-W. Awl 0' N r 2"X 30" IRON PIPE SET. CP i 18 17 k 0) � w ? cr JSJ (J) i+ 1 y FENCE TTThib spuce fur cupy Of field rluie� ur ti ea to tht abuvc debcribed n-ionulrielltm. -_ INSTRUCTIONS : This record shall slow the location of the, corner arid shall il-Iclude all cuf tl�ie following nine e-lellsunts (a ¢. IclellC i fy c.114 coo; ijer by reference to the U. S. public land survey sysrem- U = Corner munullierit` restored. b. Show a plan view drawing depicting the relevant monuments and reference ties which is sufficient in detail to enable accurate relocation of the corner nlonument if the corner monument is disturbed. Indicate north. Z/ CUN1Pr4-P—'S F•1 Or !2-[C� rn/A-,L— G�-(nL)rT-. least 4 w i L n e s s 0Ajc LU dt i tz!aSE ? i/ CYJ iron pipes) . tni t= f=`S `f�-( C' w :� 0�4-E� ry r� 7�� `� W 14 { S 0 ,,; `rt-f c- )b1iterated OBLITERATED EYIDEN CE LOCATION Describe any record Ems. idenCe, monument evidence ,'---uccupatiorlal cvzdi.nued � tL5tllnonli�l E:viden`e ur ar�y c,tl-,er tf�n��r� al E�vi.cici�c��: }oLl c.ut�tiicl�_�•ed, Whether *the monument was found or placed. Lavat IL)r] v 1)e nc}cessary and is strongly recoiY;mendcd . SEE ATTACHED SHEET f. 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 b. 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 b. An aluminum capped monument as called for on a Monumentation Record on. file at the St.Croix County .Surveyor's office was found e.90' North of my reestablished position. The monument record was filed by Lawrence Murphy. uh• 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 use for proportioning in determining the corner location? N/A James M. Weber Affix Land Surveyor Seal t } EC or print name) certify that t11c: Corner 1cc �t or, shown on this record was ;sL- t L'l nil�yed ����, % �00O by xi�e or under my direction and cU�Ztrul and rSPRING �� °SOX, that th is U. S. Public Land Survey Monument` Record is correct and complete to GO the best l� i w BER S of my knowledge and belief. uVjgq = V LL yIS. Date S] g1-1arure PRESERVATION OF MONUMENTS SEC'i'ION 59,635 WISCONSIN STATUTES County.......... r._... I -....... --------------------------------------------------------- Town------- ....,✓....G................ ------------------- , _ - ----------------- ighway_ C. .�. .................................. ...... �G---�----- Section----------------------------------------------- �— ....-........T _.. ------ T._.. ...... ..N. R._... ---------W................................. ..................... Type of Monument.T� .�--�.��-y ......................... o ................... ��� i�.-i is E r a v .ci .cam 1iocation indicated o�sh sketch —X-- �toot U140,,0 aim � LJM'' 1GE .� We, rit S 1713 R I V R FAL OA L A % LOCATION SKETCH v of field notes or ties to the above described monuments. Field notes or records filed in Book No...._...------ -_..... ......a ............ . .............................................. at the._..._'_' cv........ ... i-'' =........ C?..................................office. ...................... ....... ............... .......... .---- ------------------ ..County. ........................... Located or established iny_ - �"� •�• �•�/ --'-�I----��y---------�-----�---- Tttle... .'......--.... �------------------------------------ --------------- County Clerk's Office--- ------------------------------- --------------------County, Wi.s. ) ss. Receivedfor record ------------------------------------------ ---------------------------- 19------ ._.. Copy sent to County Surveyor. ........................ 19............ County Clerk