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Home My WebLink About3015258U.S. Public Land Survey Monument Record I.. . . ........ Dunn County, Wisconsin Instructions: 'this record shall show the location of the corner and shall include I I all of the following nine elements (a through i). -2 5-- -3 O-� (a) Identify the corner by reference to the United States public land survey system. in v Corner Common to Sections 25, 30, 31, and 36, Township 30 North, Ranges 14 and 15 West CU CU Type of Monument: Set a 3" long survey mark nail with a 1" diameter head. rK -36---- -3.1-CC Location indicated on sketch - e (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). Show the distances between the corner as previously restored or reestablished and (I) the corner as restored or reestablished, arid (2) to at least two of the witness monuments shown on the drawing in (d). No discrepancy (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 (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 corner monument is disturbed. Indicate north. St. Croix County 4 feet northeasterly C) of a stop sign M < 0) 21/2 feet westerly of a speed limit sign 0- r A)/ c� Highway G ,6(9 21/2feet easterly of a power pole Note: The survey mark nail was set 4 feet easterly of the centerline northerly, % foot southerly of the centerline easterly, 9 feet easterly of the centerline southerly, and 1 foot southerly of the centerline westerly. 0 - Found a '/2" rebar. 0 - Found a 1 W outside diameter iron pipe. page ...................... ..... . I .......... 0 15 30 1 Scale: 1 "=30' Note: A survey marker sign was Sa attached to a power pole southwesterly of the monument. o Dunn County I foot from the back of a curb Highway 170 MAY 2 8 ?011 DUnn Surwoyor Menonirxv¢v, M Back of curb (b)Describe any record evidence, monument evidence, occupational evidence, testimonial evidence, or any othematerial evidence you conNcred and whether the monument was found mplaced. CORNER HISTORY D*rymber18ve (General Land Office field notes, James E. Freeman) Set post. -Birch 10^N70'W 31 links -Birch 9"S29~W,19links -Lind 24"Nas^e.21 links -Birch 12"S72*e.44links April o2.18Go (Plat of Stoddard's Addition to the Village of Downing, Daniel W. Waite) Stone; the westline «[ block aisshown 1sfeet easterly ofthe west line o[the northwest quarter ufsection 31. xph| 11. 1946 (W.A. Harding field book 1a.page 12)Found the section corner -White pine 14^southeast, 0Ofeet April 11. 1940 (M-300.VKA. Harding) Acourse was begun ^ chains, o0links north «[ the corner. November 1o.1g7o (Tie sheet 23O1nx50Ooo.Gary L.wysmh}Bemtsenset over pipes. -Utility pole southeasterly, 32.4Ofeet -Utility pole southwesterly, 40.20fee -3n^elm northwesterly, 41.4ofeet February 28. 1976 (S-238. Lee pVilleneuve) The corner is shown southwesterly of the southwesterly corner of Lot 4 of Block 4 of Weed's Addition mthe Village nfDowning. xugust1u. 19/0 (S-3s4.Lee pVilleneuve) The corner isshown, but amonument ienot described. April 16.13O4 (Certified Survey Map 460, Lee F. Villeneuve) Berntsen cast aluminum monument found. July 1. 1985 (Certified Survey Map 537, Jerome Charles Wittstock) Found a Berntsen aluminum monument, July 5, 1985 (Tie sheet 23015250000, Jerome Charles Wittstock) Found a Berntsen monument, one utility pole tie according to Nyseth, and one bearing tree according toHarding. -Found u 1^ iron pipe N40^s. 43]8fem. -32"white pine Soo~E.nofeet -Found a0O penny spike in a power pole southeasterly, 32.22feet. -Northwest corner ofuhouse G34^c.0o.18feet -Set a x24" remd S45~vK 38.08feet. -setax2*''mmdNs5`vv.43.1ofeet. Ju|yo. 1985 (Section 30 data sheet, Jerome Charles Wittstock) Bearings and distances from the corner are shown. pobmarye. 1987 (Certified Survey Map so1.Lee FVilleneuve) Bemteenaluminum monument found March24. 1988 (Gt.Croix County map vfsurvey, Steven J. Waak)Found aParker Ka|onnail per ties. July 7. 1eez(nigxt-of-wayproject ena1-o1-z1)Aluminum monument May1x. 1e93 (RiUht-of-wayproject OOJ1-U1-73)The corner ieshown, but amonument isnot described. September 1O. 1986 (S-ass. Lee F.Villeneuve) The corner ioshown, but omonument ionot described. July 15.2OO2 (Certified Survey Map o81m. Lee FVilleneuve) aemteena|uminum monument August 10.20On (2005 field book, page 79) Found an old style Berntsen monument. Its position was measured using the Global Positioning System. October 23.200r (S-367, Lee F. Villeneuve) The corner is shown, but a monument is not described. August n.2O10 (M-ee1.Joel x.Brandt) Found analuminum monument. November 7.x01e (Certified Survey Map 4*en.Joel x. Brandt) Found asurvey mark nail (witness ties ,enfied). NovemberV. 201e (Tie sheet 2301n2nOOUO.Joel A. Brandt) Found a survey mark nail and one utility pole tie according to Nyseth and Wittstock. -Set aD^mbmrN34`Ur'4o^E.4o.n2feet. -Found aspike inapower pole Gos^E.ao.22 feet. -Set oy;'rebarS4a`4o'15"W.44.1efeet. -Set ay,."mborNr1^4n'3u��77.7ofeet. -Set a>Y'naborw31^42'3z'VK5u.34feet. August 1s.001e (Transportation Project Plat No: 8O30-03'22-4.04.Timothy M.Held) Survey nail monument found. September 1u.zO1S (Transportation Project Plat No: 8o3o-oo-oz4.05.Timothy M. Held) Survey nail monument found. September 13.2O1S (Transportation Project Plat No: 883O-O3-2n-v.8O.Timothy M.Held) Survey nail monument found. June 30.2O20 (Transportation Project Plat No: 8630-03-22'4.05+\mendmentNo. 1.Timothy M.Held) Survey nail monument found. November 21.2O20 (S-1sze.Daniel JpoddnUy)Found aDunn County aluminum monument, All section corner ties verified November 21.2O2o (m-118U.Daniel J peddor|y)Found aDunn County aluminum monument, All section corner ties verified 23015250000 ribe an), record evidence, monument evidence, occupational evidence, testimonial evidence, or any other material evidence you considered, and F1111-1c,t),"e��1the monument was found or placed. EXPLANATION In March o/2Ou1. prior to mad oonstmodun, the Dunn County Surveyor's Dffiu* found a survey mark nail with o 1^ diameter head and five ties according tnatie sheet byBrandt dated z010. The survey mark nail was found at a coordinate for an old-style Berntsen monument measuredbytha Dunn County Surveyor's Office in 2005, Three ties (s5.10feet, 32.22 feet, and 60feo) according to oUe sheet byvvhtsmox dated 1905were also found. One tie (3u.4Ofeet) according motie sheet byNysothdated 1e/swas also found. One tie (white pine) according mfield notes byHarding dated 1946 was also found. The original government bearing trees were searched for, but not found, A magnetic locator was used to search the area around the survey mark nail, but no further evidence of the corner was found. The 2005 coordinate's location compared well with monumented lot corners in the Village of Downing. The 2005 coordinate fell approximately 9% feet long of the distance from the east quarter corner of section 25 reported in the original government sumey. The 2005 coordinate fell approximately 22 feet short of the distance from the south quarter corner of section 30 reported in the original government sumey, The 2005 coordinate fell approximately 12 feet short of the distance from the east quarter corner ofsection 38reported inthe original government survey. When aline was computed from the uoo5coordinate mthe east quarter corner uf section no, u fence corner was found to be approximately 4 feet southerly of the midpoint of the computed line, Because the 2005 000mmate'o location perpetuated pipes found by Nyse^h, and because the u0O5 000rdinate's location compared well with lot corner monuments found in the W||ag* of Downing, the 2005 coordinate was accepted as the bast evidence of the onmern |nooUnn, In May of 2024. after the completion of road construction, a 3" long survey mark nail with a 1" diameter head was set at the 2005 coordinate. 01, Gregg D. Balzer, under the authority of the Dunn County Surveyor's Office, certify that the comer location shown on this record was determined bymomunder mydirection and control and that this United States Public Land Survey Monument Record iocorrect and complete mtire best ofmyknowledge and hxlio[ � ^� 2 2_C" L(� -23015250000 INSTRUCTIONS: (a) Identify the corner by reference to the U.S. public land survey system. = Corner monument restored Township 30 North Range 14. West Found Survey Mark Nail This record shall show the location of the corner and shall include all of the following nine elements (a through i). DUNN COUNTY (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. Found a Survey Mark Nail at the position of record previously witnessed in the Wittstock Monument Record dated July 5, 1985. One tie was found. Set new ties and witnessed as shown below. (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments, or, if the location is within a municipality, to at least 2 witness monuments. (Witness monuments shall be made of concrete, natural stone, iron or other equally durable material.) (d) 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 corner monument is disturbed. Indicate north. = Aluminum Monument o = Set 112" Iron Rebar W = Found Spike in Power Pole REI"O'BVE!,,')` 23015250000 (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. None (f) Was the corner restored through acceptance of (1) and obliterated evidence location, or, (2) a found perpetuated location? & 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? wo (i) 1, Joel A. Brandt, S-2603 (type or print) 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. C�A-6rvo,�� I 1, /09 Its Signature Dote �� &�� -----------------------------------| � �� U~ S. PUBLIC LAND SURVEY MONUMENT RECORD/ -------~------------~--------~------------------------ lnstruC1iOns: This record shall show the location of the corner and sha\\ include all Of the following nine elements (a through i), /a\ ldenLify the corner by ref erenCe to the U.S. public Idnd survey system. CUunL [j Town TIFFANY �� -------- H i =h'-'Ave. Section no T M- R 14 W-Meridian T f Monument i uo Type o nn men Mon. [V[dLion indicated On skCL[h - X -�� Loualion 5ke\oh /h\ Describe any record evidence, monument evidence` o[cupmiiona> evidence, testimonial evidence or any other maLerial evidence you considered, and whether the monument was found or placed. At this position neither the government bearing trees nor corner post was found. On April ll, 1946, Q.A. Harding reports d stone at this corner with a 14" White Pine bearing SE 00'. On November 15, 1975, Gary L. Mvseth reports setting a BerntSen Monument over pipes On a PRESERVATION OF MONUMENTS Sheet. l found the BenDtsen Monument but two of the three ties were mis5ing.(3ee Back) /[\ In the plan view drawing below, provide reference Lies to 8i )e8lL 4 witness monuments, or, if the location is within a municipa\iiy, Lo oL least 2 witness monuments. (Witness monuments shall be made of concrete, natural stone, iron or other equa!ly durable material.) Describe *i1Oe55 mOr'rent5, /d\ Show d 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 corner monument is disturbed. Indicate north. / / Found l" iron_pipe » 2` west of_power pole ! Survey sign and post NW of re rod ' ~~ - | | ' Monument is 7.2' 130TH centerline north and S. ''''TA' ''�/�� v � Bearings are unadjusted MAIN ST compass bearings' o-Set 3/4" X 24" Re -rod �v . weighing 1.502 Lbs'/L,F, � 2' east Of power pole �^| / �_{ / ( g bearing bJ| / `�x - 7" White ~./ | Pine | | | . r~ | ��| . | / | NW CORNER HOUSE FOUND. �� ....2ridl discrepancy between th2 lo[dLino 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 Lh2 corner as previously restored or reestablished and /l\ Lhe corner as restored Or reestablished, and /2\ to at leasL 2 of Lhe witness monuments shown on the drawing in (d), above, MO discrepancy. /f\ Was the corner restored through 3C[epi6nCe of (l) an obliieraied evidence location, or. (2) a found perpetuated location? Found perpetuated location. (g-h)Hos the corner reestablished through lost corner prnpOriionaLe methods? I so, Show the method including the directions and distances 10 other public land survey corners used as evidence Or used for proportioning in determining the corner location? NO, (h cont') I also found W.A. Harding's bearing tree which fits the tie distance m the BerntseD Monument. `.2refnr/ monument as shown, -~` ^ ` Affix Lund Surveyor Seal �_ _ _ __ __ _ _ _ _ _ - | ) l JEROME CH�RLE5 NlTT3TOCK ' | " | JEROME� certify that the corner |DCdL\nn shown CHARLES | on this record was determined by me Or ' / 1810 under my direction and control and that |MENOMONIE � this U.S. Public Land Survey Monument | Record is correct and complete to the i ! best of my knowledge and belief. � � �ignaLum / /DaL� -- - - — - - - — -- -- - ^ 23015250000 SECTION 59,635 IS SIN STATUTES County__..______ ........... _ ....... . . ...... . Town ---- ............... Highway... ........ ............... .................... ........ SectionNara___--__ ------------------------_----- ........... _ ------------------- ------------- W_ --------- --------- 017T, Type,of Monument. .......... ------ -4------ ...... ry 'J -7 3 7 Mill . . . . . A 17 % �sryY L 1,3 r AIg -1232N6` /�DMO) Z A• e4 7, Field Hates rec atthe------------------------ -- - - - - ----- --" Fl -------oltice,� i ................................ . . ..................... Countya .... --- .................. Located ar established by .... ...... 19a, ---------------------------------- Title--------- 1�1_! (1-MM.fln ------------- - County Clerk's Office--------- .................................... .................... County,wis. ) ss. Received fax record .............. .......... .................. -__----------_---- , 19 ........ e r Co..py sent to County Surveyor......-,", .. ...... 19 ... 7..`�' ......................................... .................... County Clerk