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Home My WebLink About2915018U.S. Public Land Survey Moinument Record Dunn Coun,ty, Wisconsin Instructions: This record shall show the location of the comer and shall include all of the following nine elements (a through i). (a) Identify the comer by reference to the United States public land survey system. Corner Common to Sections 1, 6,7, and 12, Township 291 North, Ranges 14 and 15. Wes -A . ................... . .......... Location indic�ated'on sketch - J to I /Ih, I It -12- (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 tinder (d). Show the distances between the comer as previously restored or reestablished and (1) the corner as restored or reestablished, and (2) to at least two of the witness montiments shown on the drawing in (d). 23MEM=OA (f) Was the comer restored through acceptance of (1) an obliterated evidence location, or, (2) a found perpetuated location? MEME= (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 comers used as evidence or used for proportioning in determining the comer location. 22 (c-d) In the plan view drawing below, provide reference ties to at least four witness monuments. (Witness monuments shall be made of concrete, natural stone, iron, or other equally durable material.) Describe witness monuments. Show a plan view drawing depicting the relevant monuments and reference ties which is sufficient in detail to enable accurate relocation of the corner monument if the comer monument is disturbed. Indicate north. CD N9'14'58"W C9 13.31, Ix co C 0') N89043'48"E s�zl C: :3 V- 9.72 0 Z' W X\ 0 >1 1043'42"W C S8IV 10.18 Note: A survey miarker sign was found 2 a) 1/2 foot northerly of the monument. *2 X 0 0 cn 6 St. Croix County a Dunn County 0 X Down fence (typical) \'bo X " (P DX NOV I I Z 0 21 X Dunn County Surveyor, enomwjr:',,,, W] 4Y2 feet northwesterly of a 4"' maple Set a 3/4" x 18" rebar with a Plastic cap.0 10 20 0 - Found a 1 Y4" outside diameter iron pipe. - Field book 40, page 86 1 Scal'e: 1 so = 201 [--g-h—eet 1 of 2 ` / , MwEIIIIIIIIII, (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence, or any other material evidence you considered, and whether the monument was found or placed. role] 16-01 IIL F: MIm November 1848 (General Land Office field notes, James E. Freeman) Set post. -Elm 10" S44*W, 31 links -White oak 18" N40'W, 40 links -Elm 10" N75�OE, 20 links -Elm 7" S71 *Ej 9 links May 1915 (County Surveyor's Record 2, page 386) Foiuind'thiree trees and a stone set by Daniel Waite. The elm northeast was decayed in the center; about 5" to figures; 14" diameter. The southwest tree was the same as the northeast tree. The oak to the northwes,t was blown down; about 22" in diameter. There was a hole where the tree stood. [The corner was misl'abeled as ®. corner common to sections 6i, 7, 12, and 13.1 May 2, 1988 (Tie sheet 229,15010000, Laurence W. Murphy) Set a 1 " x 24" iron pipe at a fence intersection. -V x 24" iron pipe set northerly, 13.57 feet. -1 x 24" iron pipe set easterly, 9.79 feet. -1 x 24" iron pipe set southerly, 9.28 feet. -1"' x 24" iron pipe set westerly,, 10.2 feet. October 17, 2005 (2005 field book, page 105) Found a 1Y4" iron pipe and measured its position by traverse. May 1, 2006 (Right -of -away project ADU N NC0401 RW, Duane A. H� olmani) 1 "' iron, pipe June 15, 2011 (1-338, Samiuel 1. Wenz) Found a 111 outside diameter iron pipe. FXPLANATION I 10 0 0 00 0 0 0 M w 0 w rw M0 (i) 1, Gaffe g& D. Batzer, tinder the authority of the Dunn County Surveyor's Office, certify that the comer location shown on this record was determined by me or under my direction and control and that this United States Public Land Survey Monument Record is correct and complete to the best of my knowledge and belief, scok is go GREGGI 0 BATZER S-2866 MENOMONIE,: 00, % 0 W1 Zir PYVAL LAW Pq W=. rpm P'--'ESF-4RVATION OF /'* -C 22915010000 SECTION 59,633 WISCONSEN 5:'PfATU'1'*ES, GoUnLy......... ............................................. .................................... Town ......... Highwuy............ N. A ........ .............................................. ................................. Section No .... ..... / S041THEAS 7" COP. .. ........ I ...................... ......................... ........ I ...... I ....... T.. .......... N. it ......... ........ W ............................... ............................ /-90 ly IS 4- 7- Type of Mullurnent ..................................PIP.....- . ................... ............................ illdicaLcd Oxi skeLch —X— LOCA'*MN . ...... SKE"I'MH 2 CO isg, u V fm 75 n X 2 4 1 Roll P 1 4' SIC 7. J (J N 8 2011 ...... - ----- Dunn C101inty Surveyor, N/lienorricinie, Wis. N Thi8 sl) U f'ur c2p 'y of hUld 11ULus or tied to the LLbUVL, described nionuments. 'RUCTIONS: This record shall show clie location of thL.corner and shall ncltWe all of the tollowing nine Ltl.uijier.Ls (a through L).. a. 1dencify the corner by -referte.j)c�(, to the U. S. pul)lic land survey system 0 = Corner iiionutiient restored. b- Show a Plan view drawing depicting the relevant, inonuiiients aad reference ties which is sufficient in detail to enable accurate relocation of the C0r11L1r inunuiiieAnt if cl1c, corner monumenc is disturbed. Indicate north. In the plan view drawing, Provide --reference ties to at least 4' witness monumen ts > 0 r , if the 10 cat i on is wi r- h i il a i'nun i cipali t y to at Tease 2, witness monuments . (Witness inonuments, shall be 1'T x 24" iron pipes,). 2-0,2915010000 ivescrioe any rcrd V-1.n) ment evidence)occupational evidenceeoceEordancemonu y or -her -material evidence you considered., and whether the monument was found or placed. Excavation may be necessary and is strongly recommended. set a 1" x 24" iron pipe at the intersection of North/Soulth and East/West line fencez. I believe the occupied position best represents the original Positio -n of 114 * Ils corner. No original ej' viderICE! Was fojM. reDescribe any mar-e-ri-al dicrepebectieen the 18� NC', i®n �--'th&:-co'�rner as t�o f stor ed or reestablished and the location of t "c o r n r as P -Lpsor revio.usly t ed or reestablished by distance and d i re c of Show the d is `re-p an c on the plan view drawing under b. Show the disd�n`6/'�s between thei"iorner as previously.restored or reestablished and (1) the corner as res�` _Q re d or reestablished, and (2) to at least- 2 of the -m,o,n,u,ine'n-n�,�- "s how, n on 'the drawing in b. None Wa,s the corner reestablished through lost: corner proportionate methods?.. 'hods.- f so'., show the, meths -;---including the- Airect ion-g—a.ncr d i s t a rLc e s - t o_. OXbLe.r- ublic land survey corners used as evidence or use for Proportio.ning in <Ietermining the, cornier location-) I) Laurence W. Murphy (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 apd complete to the best of my knowledge and belief. 5-2-88 Spate Da to Atti,x Land Surveyor Seal, 0 /V .*LAURENCE-- -No rr? W ML) A- RPHY C:) S 1713 cP RIVER FALLS < VVISC. LAND "J11 i's 4 1 a as t0i" too/vooln Xda-Cl &MH 00 XIOU0 XS 6EEZ 96L STL XVJ �0:9T afIX TTOZ/LO/90