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HomeMy WebLinkAbout26-0304F YFIELD PLANNING & ZONING DEPARTMENT 117 E 5`° Street PO Box 58 Washburn, WI 54891 (715)373-6138 permits@bayfieldcounty.wi.gov www.bayfieldcou nty.wi.gov/zoning LU-o2-I66 LAND USE PERMIT APPLICATION County Use Only: Zoning District: Shoreland: Fee Paid: Refund: Permit #: - a O Date: Property Owner Name: Authorized Agent Name (if applicable): Dan and Gail Ann Schourek William Erickson RECEIVED Telephone Number: Telephone Number: 715-209-3977 APR 0 6 2026 E -Mail Address: E -Mail Address: Bayfleld Co. Bill @ExtremeMeasuresPlans.com Planning and Zoning Age Mailing Address: Mailing Address: 404 Feildstone Ln 71470 State Hwy 13 ENTERE City, State, Zip: City, State, Zip: Hampshire IL 60140 Ashland, WI 54806 Contractor: Telephone Number: E -Mail Address: Holsclaw Const. 218-428-5123 holsclawconst@cheqnet.net PROTEC .I cA:nQN_ , Project Address (if different from mailing address): 69990 W. Long Lake Rd Iron River, WI 54847 Legal Description (if additional space is needed, attach a separate sheet): First add to Long Lake Lot 1 & N 50' of Lot 2 in Vol. 1088 P. 992 12 Section, Township, Range: Town of: S 02 T 47N R 08W Iron River Tax ID #: Lot Size (Acres/Square Feet): 20233 .95 acre PROJECT DESCRIPTION check all Proposed Use: Structure Type: Foundation Type: O Residential El Residence/Principal Structure ❑ Basement El Walkout Basement O Slab O Commercial O Detached Garage ❑ Crawlspace O Ground ❑ Skids ❑ Municipal O Boathouse (one story only) O Open-sided/Screened ❑ Other (explain): Proposed Project: Proposed Sign is: O New ❑ Replacement O New Construction Structure (gazebo, etc.) ❑ On -premise ❑ Off -premise ❑ I -sided O 2 -sided ❑ Addition/Alteration O Stairway to navigable waters ❑ On -building O Multi -Tenant ❑ Change/New Use ❑ Sign Length: Width: Height: ❑ Relocate (existing structure) O RV Placement ❑ Temporary (12 or less months, ❑ Shipping Container Proposed RV is: ❑ New O Replacement does not apply to RV placement) ❑ Shoreland Grading (Class A) Year: Vin #: ❑ Other (explain): Make: Model: PROPOSED PROJECT AREA - Area to nearest square foot of outside dimensions including unfinished area, attached garages and above grade decks or porches does not apply to Signs or RVs) Basement: I" Floor: Loft: 2i° Floor: 3`d Floor: 1056 1056 Other: Total Square Footage: Overall Height (finished grade to peak): 256 deck and porch 24'-6" SITE PLAN FZECE VELD APR 062026 See attached Sayfield Co. Planning and Zoning Agency Note: New structure will be built over existing cabin site. Existing cabin has been dismatled and disposed. REQUIRED (PLEASE COMPLETE BELOW) County Use Only Overall footprint (including 1510 sq. ft. Verified overall footprint I sq. ft. eaves/overhangs) All applicable setbacks (include on site plan too) Verified setbacks Road Centerline/Right-of-Way 256 ft. ft. Notes/Comments: J,_` - 3 �,/ � �}{y ,(A North Lot Line 20 ft. i— ft. South Lot Line zo ft. ft.l West Lot Line 258 ft. O ft. j ,, , 1 , M��I' 1 J — tti East Lot Line ft. ft. 78 t4 c4 e' qun-1 d� 1l (1c &- " 1 Septic/Holding Tank to ft. (frThtt. Drainfield 40 ft. p.4.tnc4 Privy — ft. ft. Well 20 ft. Existing Structure/Building — ft. ft. Wetland ft. ft. Elevation of Floodplain — ft. ft. Ordinary High -Water Mark (OHWM) ft. ft. 78 a A `� TO pI j✓ "t!_ Other - ft. ft. _ el\ m ) NULE: Please indicate "see attached" on this page if submitting site plan as a separate document. giVG APR 0 6 2026 Bayfield Co. planning and Zcning Agency Tax ID: 20233 PIN: 04-024-2-47-08-02-200-211-01000 Legacy PIN: 024111506000 Owner Name DAN E & GAIL ANN SCHOUREK Map ID: Municipality: TOWN OF IRON RIVER Owner Address 404 FIELDSTONE LN S HAMPSHIRE IL 60140-9672 i— STR: S02 T47N R08W ODescription: O FIRST ADD TO LONG LAKE LOT 1 Site Address 69990W LONG LAKE RD & N 50OF LOT 2 IN V.1088 P.992 12 IRON RIVER 54847 Recorded Acres: 0.950 Calculated Acres: 0.954 Zoning: (R-1) Residential -1 +or- 455'0" Gravel Drive 'r• ' •- _3 s. • Proposed : +or- 94'-0" y i Drain Feld § a— Proposed] -' Sep.Tnk. . , . '`p' d +or- 363'-0" = ?• y, . _ FLOOR PLAN I Indicate Floor: ❑ Basement ❑ In Floor ❑ Loft ❑ 2"^ Floor ❑ 311 Floor ❑ Other See attached XrEWED APR 062026 Bayfield Co. Planning and Zoning Agency All applicable dimensions need to be shown on the floor plan and noted below Floor without attached with Porch 2 with Deck I with Attached Garage with Other (explain): County Use Only Dimensions Square Comments/Notes: (in feet) Footage 22 X 48 1056 sq. ft. X sq. ft. 4 X m 40 sq. ft. X sq. ft. X sq. ft. X sq. ft. 12 X 1a 216 sq. ft. X sq. ft. X sq. ft. X sq. ft. X sq. ft. X sq. ft. X sq. ft. X sq. ft. "see attached" on this nnap if snhmittinu floor nlan/c ac a cpnaratp dnrnment 3 LAND USE PERMIT APPLICATION REVIEW 1) Will this be the first structure on the site? O Yes El No 2) What is the total number of bedrooms on the property once this project is complete 3 ? 3) Is there a proposed/existing sanitary system on the property? El Proposed - Type cony O Existing - Type 4) Will any of the following occur within the proposed project/structure? El New Electrical Installation O New Plumbing Installation O Sleeping 5) Has the location of the proposed project been staked including structure, sanitary system, and well? O Yes O No 6) If required, who marked the property lines? El Applicant/Property Owner O Licensed Surveyor 7) Is the property in the shoreland, within 300 feet of a river/stream/landward side of floodplain or 1000 feet of a lake/pond/flowage? El Yes O No O Unsure 8) Is there wetland located on or near the property? O Yes O No O Unsure 9) Is there floodplain located on or near the property? O Yes O No O Unsure 10) Is this project associated with any of the following: ❑ Rezone O Conditional Use O Special Use ❑ Variance 11) Did you contact the town to see if any permits/requirements apply to your project? O Yes O No The following items are included with the application: RECEIVED ED El Site Plan El Building Elevations El Floor Plan/s El Fees APR 0 6 20?6 Bayfield Co. planning and Zoning Agency All Land Use Permits expire Two (2) Years from the date of issuance if construction or use has not begun. Sanitary Permit, if required, issuance needs to occur prior to Land Use Permit issuance. Failure to obtain a permit or starting construction without a permit will result in penalties. The local Town, Village, City, State or Federal agencies may also require permits. The construction of one- & two-family dwellings and new plumbing/electrical installation for residential use structures (accessory/principal) require review and approval by the local Uniform Dwelling Code (UDC) authority. All municipalities are required to enforce the UDC. If subject property is part of a Condominium Plat, applicant hereby certifies and represents that applicant has all necessary approvals and recorded documents required to complete the project for which this permit is sought including requirements set forth in Wisconsin statutes pertaining to condominium associations, the Declaration of the Condominium Association in which the property is located, and all other rules, regulations and requirements pertaining to that Condominium Association. You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. Wetlands that are not associated with open water can be difficult to identify. Failure to comply may result in removal or modification of construction that violates the law or other penalties or costs. For more information, visit the Department of Natural Resources wetlands identification web page, dnr.wi.gov/tonic/wetlands, or contact a Department of Natural Resources service center (715)685- 2900. I (we) declare that this application, including any accompanying information, has been examined by me (us) and to the best of my (our) knowledge and belief it is true, correct, and complete. I (we) acknowledge that I (we) am (are) responsible for the detail and accuracy of all information that I (we) are providing and that will be relied upon by Bayfield County in determining whether to issue a permit. I (we) further accept liability which may be a result of Bayfield County relying on this information I (we) are providing in or with this application. I (we) consent to county officials charged with administering county ordinances to have access to the above - described property at any reasonable time for the purpose of inspection. Owner/s or Authorized Agent Printed Name: William Erickson Owner/s or Authorized Agent Signature: S �j Sj9 Date: OY—Ole-Z( NOTE: If you are signing on behalf of the owner(s) a letter of authorization must accompany this application Address to Send Permit: 404 Fieldstone Ln Hanpshire, IL 60140-9672 4 Bayfield County Impervious Surface Calculations WED APR APR 0670Th Bayfield Co. panning'-nd Zcnin9 Agency These calculations are REQUIRED per WI Admin Code NR 115.05(1)(e) and Section 13-1-32(g) and 13-1- 40(h) of the Bayfield County Code of Ordinances. The undersigned hereby makes application for construction, reconstruction, expansion, replacement or relocation of any impervious surface within 300 feet of the ordinary high water mark and agrees that all activities shall be in accordance with the requirements of the Bayfield County Code of Ordinances and all other applicable ordinances and the laws of the State of Wisconsin. Pursuant to Chapter 1, Title 13, Section 13-1-106(d) of the Bayfield County Zoning Ordinance(s), Planning and Zoning Department employees assigned to inspect properties shall have access to said properties to make inspections. Property Owner(s): Dan and Gail Ann Schourek Mailing Address: Property Address 404 Fieldstone Ln Hampshire IL 60140 69990 W. Long Lake Rd Iron River WI 54847 Legal Description: Section, Township, Range my 1/4, nw 1/4, Sec 02 Township 17 N, Range 08 W Authorized Agent/Contractor Gov't Lot Lot # CSM# Vol & Page William Erickson - ---- --- V1 088 P.992 Lot(s) # Block(s) # Subdivision Town of. 1 & part 2 Iron River Parcel ID # (PIN #) Tax ID # Date: 04- 024111500000 20233 03-31-2026 Impervious Surface: An area that releases as runoff all or a majority of the precipitation that falls on it. "Impervious surface" excludes frozen soil but includes rooftops, sidewalks, driveways, parking lots and streets unless specifically designed, constructed and maintained to be pervious. Calculation of Impervious Surface: Percentage of impervious surface shall be calculated by dividing the surface area of existing and proposed impervious surfaces on the portion of a lot or parcel that is within 300 feet of the ordinary high water mark by the total surface area of the lot or parcel, multiplied by 100. Impervious Surface Standard: Allow up to 15% impervious surface but not more than 30% impervious surface on the portion of a lot or parcel that is within 300 feet of the ordinary high water mark. A permit can be issued for development that exceeds 15% impervious surface but not more than 30% impervious surfaces with a mitigation plan that meets the requirements of the Bayfield County Ordinance(s). Existing Impervious Surfaces: For existing impervious surfaces that were lawfully placed when constructed but that do not comply with the standards in Section(s) 13-1-32(g) and Section 13-1-40(h), the property owner may do any of the following: a. Maintenance and repair of all impervious surfaces: b. Replacement of existing impervious surfaces with similar surfaces within the existing building footprint; c. Relocation or modification of existing impervious surfaces with similar or different impervious surfaces, provided that the relocation or modification does not result in an increase in the percentage that existed on the effective date of the county shoreland ordinance, and meets the applicable setback requirements in Section 13-1-32. ECEVEL Impervious Surface Item APR 062023 Dimension Barfield Co. Area (Square Footage) Existing House v , Janu _,ni -„v Existing Accessory Building/Garage 20 x 28 560 Existing Sidewalk(s), Patio(s) & Deck(s) Existing Covered Porch(es), Driveway & Other Structures Proposed Addition/House 22 x 48 1056 Proposed Accessory Building/Garage Proposed Sidewalk(s) & Patio(s) Proposed Covered Porch(es) & Deck(s) 4x10, 12 x 18 256 Proposed Driveway existing 14x 150 2100 Proposed Other Structures Total: 3972 a. Total square footage of lot: b. Total impervious surface area: c. Percentage of impervious surface area: 100 x (b)/a If the proposed impervious surface area is greater than 15% mitigation is required. Total square footage of additional impervious surface allowed: @ 15% 6207 @ 30% 12414 Issuance Information (County Use Only) Date of Inspection: Inspection Record: Zoning District ( ) Lakes Classification ( l Condition(s): Stormwater Management Plan Required: O Yes 00 Signature of Inspector: Date p v I: J c n u/forats/imp ervioussurface Created: May 2012 (®Apr 2016; Sept 2020) Proofed by: APR 062026 Letter of Authorization _ Ba�c!J Co. Bayfield County Planning & Zoning Department "iin) `...1 _ ;'""ti"ency PURPOSE. This Letter of Authorization is used to authorize a single property owner to act on behalf of multiple property owners or a designated agent to act on behalf of the property owner/s. If multiple property owners, each property owner must submit this signed letter. I, DAN SCHOUREK (property owner), authorize 1J3.&' e. r rkt o (authorized agent) to submit a s_.,� . \ (Example: land use, special use, conditional use, rezone/map amendment, a)peal, variance, text amendment, etc.) for the following described project (Example: construction of residence or other structure, short-term rental or other use change, etc.) _C pi application on my behalf for the following described property: Legal description of subject property: LOT 1 AND THE NORTH 50 FEET OF LOT 2 OF THE Address of subject property: 69990 WEST LONG LAKE ROAD IRON RIVER WI 54847 Ann 7l htOttncv`. Signature Dated GENERAL CONSTRUCTION NOTES: I. GENEPALMID SUBCONIPACFORS TO VERSO ALL E%ISIWG CCSAIIIONB ON SRS. Z FINAL SITTING AND FLOOR ELEVATION TO BE DETERMINED BY CONTRACTOR PRIOR TO EXCAVATION. 3. SITE PUN R FOR REFERENCE SUE CONTOURS. DRIVEWAY. ANDGRADING TO BE DETERAINED BY CONTRACTOR. 4. CONTRACTOR TO DETERMINE LOCATONOFALLMUTTES EXISTING AND PLANNED, PRIOR ID STATING CONSTRUCTON. S. CONSTRUCTION DETAILS AND METHODS ARE CONNED IN DRAWINGS AND ACCOMPANYING NOTES. SPECIFICATIONS. WD SCHEDULES. 3, EXTERIOR FOUNDATION DIMENSIONS ME TMIEN TO THE FACE OF CONCRETE OROUISIDE FACE OFINBULATED CONCRETE FORM (ASSUMED TOP COURSE IS TMEA LOP' FORM) 7. EXTERIOR FMMEO DIMENSIONS ME TO ROUGH FRAMING UNLESS NOTED OTHERWISE. 8. PIER MD POST DIMENSIONS ME TO CENTER OF PIER OR POST UNLESS NOTED OTHERWISE B. INTERIOR WALL DIMENSIONS ME TO FACE OF STUD (MESS NOTED OTHERWISE. 1O. WINDOW MD DOOR DIMENSIONS ME TO CENTER OF ROUGH OPENING UNLESS NOTED OTHERWISE. 11. MEWOR PMmION CONSTRUCTION 182X4STUDS @ I W O.C. UMESS NOTED oTERVASE. 1EAMYBROINEEREDLUMBERLAYOUTB STEER SPECS, MD CONNECTION CETAM1S TO BE PROVIDED BY MANV FRONTIER. 13. DWENSIONALLUMSERSIMLLBE SPF 42 DR BETTER UNLESSIISE NOTED. 14. ELECTRICAL CONTACTOR TO PROVIDE ELECTRICAL LAYOUTS PER PEq CODOWE. REFER TO ELECTRICAL MD UGHNNG PLWB FOR INITIAL LAYOUTS IF INCLUDED). I5. WINDOW SOHEWLEMD PONS PROVIDE GLAZING SPECIFICATION LOCATWN, AND SIZE OF ALL WINDDWS. WSTPll PER MANUFACTURERS ROUGH OPENING MID SPECIFTCATIDNS. CM5EIWANON CODE IECO WAIL WI AMENDMENTS PER BPS 332 ENERGY CONSERVATION CODE. 3. SEE CONSTRUCTION CINWNG SET FOR STRVCTVRAL NOTE: MD OTHER CODE REFERENCE NOTES. 4. PROVIDE ATTIC ACCESS- MINMUMROPED WMFESGBIE LOCATION WITH SCHEGROMOPENWG. S. BATHROOMS REOU W E A MINIMUM OF 3 S.F. C£ GLAZNG. HN OE WHICH MUST BE OPENMLE EXCEPT WHERE.PROVED MECHAMLALSUBSTITVIE ANO MTIHOALUGNT IS PROVIDED. S. A MECHANICAL RESIDENTIAL VENRUTON SYSTEM MUST BE INSTALLEO TO PROVIDE AT LEAST IS CUBIC FEET PER MINUTE FOR EACH FOR BEDROOM WITH A MINIMUM RATE OF43CFM IN THE HOME 7. STAMPEDMOVED PERM?DRAYMIGS MUST BE MADE AVAILABLE TO THE INSPECTOR ON THE JOB BRE ONLY WORK CONSISTENT WITH CHANGESPUNS TO PLANE MUST BE SUBMITTED. REVIEWED MID APPROVED. E. THE CONSTRUCTION N OF BUBDINGS MW O STRUCTURES SA RESULT IN A SYSTEM TWIST PROVIDES A COMPLETE LOAD PATH CEFASLE OF TIEFEP.RNGMLOM5RESISTING ELEMENTS TO THE FOUNDATION. E "RECEIVED APR 067026 Bayfie)d Co. Planning and Zoning Agency Sa�wYe�k Hon AND ONMNfe 2OMMQ1 CO PLYWOOD OR ODE. OOP SHEATHING S/4TAG WA RATED DES OR APPROVED 11V. M. PER THE FOLLOWING MINIMUMS EXCEPT AS SHOWN AT SHEAR WALLS DIAPHRAGMS Drg. No. AIWn. DWNw. p s;G sore oE+ AISISOG M'15lS1bou office Mobile PS'652-5019 215-209 3974 W W W.ExtremeMeasuresPlans.com THAN I2. EDGES MUST BE BLWXEO. ADJUST PNEL CUTTING TO AVOID 13. UNLESS OTEOWMSE NOTED. INCIJDE DOUBLE TRIMMER STUDS ON ALL OPENINGS GREATER THAN S$ (ASSUMED UNIFORM LOADING) 14. INSTALL INCREASED NUMBER OF TRIMMER STUDS SUITABLE TO CMNY POW POINT LOADS ABODE HAOERED OPENINGS (CONSULT ENONNEBED PLANS 1 _ IS. UNLESS OEHRWTSE NOTED. INCLUDE i-2X IS DF HEADERS C ON ALL OPENINGS LESS THAN 4'-S (ASSUMED UM FORM LOADING) 16. UNLESS OTEHRMBE NOTED. INCLUDE 3.2 TIE OFHEADSRS /� M ON ALL OPENINGS GREATEN THAN 4'S (ASSUMED UNIFORM LOADING) / 1 ALONG WITH DOUBLE KING STUDS AND DOUBLE SILLS V ,^ L' c C �l L4t.NFj%eN'1'� C O LL TiL rT ,B3 u 1 I � CS L O R ✓ �n`k O Oi /' 0) SAk S`2x4 E 2 3 f De C_ Mpereon2IWdveI enslvsrbysloerello, mmen&onendnaeeprbr M eo,M IMCOmenI of wet end So rrycd erry dlepepvVMS to the deA9mr forfOSIEr WUL Roof End Floor ly21em dale. So Es vend endor spaded q' SE 764191 UcupDIec TIE therosponolbllly oT Me WedB MVerlyl IrdonvMgn proiM1 by manNubred floor and rod M.mo pmWN piw To mEou t My eksetiane spooled 1M rood Ntl Bow d.Yyan wgso.ed Oily Mmuhn Fmodod In Nees IIAIMnTT Scale: 1/4" = 1V-011 \PPROVED: WRE ['3 IS] qp1 Y1 TA 1-1 I DATE: 02-10-2026 Cover cC . cVEU Drg. No. 23-03-1214 APR 06202G a rayfield Co. 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A.ffiu wetlSPS 311.1531/. 73 orals that oWIkbAW3rdad332 ala CHECKED BY: WRE DATE: 02-10-2026 Foundation f-e� BONinnwmV M»:IN.leewm.awa S �•1� afim6.4Fe 4v.WAnYlmreNn } .�� G rveu:lmlel'IwrrM NSMmurooso-nu ,• � II � '•.: S :.. amfi.Pwm..e ;m.w.eww.�ul.e�.0 S.J� d.1wM.�m�.d.. ii :� ' nvK.ew.le,m m.... . .v,Pm,. we.n.w.. S ' ifII..�r • r4 { ' vawe nr d I PM1"mav wBe..a�Mtfiao 4'Conpreta Slab aPPrfia.4• . ,'a'�6'^' mwmmmlwn over compecled granular Ell, Emil 2 ioam\ JS I e ______ .. poly and optional l [W9s Mn YOM: M1PO1e drt,YyP 1 NMmF0011w Ill? I fe j.M4 P „P„Pm,BO,„law, ,m.,lY,w,P..Y. - RECE D Drg. No. 23-03-1214 APR 062026 UE�xedreme Bayield Co. punning and Zoning Agency RWdentlJ Cen,4Ytdon Flennln6 T4'lo N,b 0007137 eoW,n6 WI 5.606 Office Mobile P5.68ago.9 715.209.3977 W W W.ExtremeMeasur'esPlans.[om Poe; FwYsm meCwb MbbeYV lr. 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SJH',I,8W �'[6iQLKao dN'.,'-0W WnN%• W O ao 554 uoazae mxn:e wxe ewmee unu� , :ioaz.0 Wo szs, Note: M deck nee I sow oonSimctlon to Wily comply w11h SPS 321 as m a.ai.b. # wallas SP 8921.325 ''//��\\ S Appendke $ �FPallo Area # su. ,Fev.rr e g 1 n'ew's o.,m es e• /m ;We'd"' P""Sw+b.ae ti0 ��dN r( `"°Xea nmiW\ a O stsos000s000 :::...,.,...:ib; a Z Scale: 1/4" = 1'-0e SW Ow «w APPROVED: WRE ,FO CHECKED BY: WRE DATE: 02-10-2026 Note: All naming dimensions ere to rough oAll toundavon dimensions are to outside of taper top tors Basement RECE WED APR 062026 BayTeld CO. pi*nning and Lcn11� Drg. No. 23-03-1214 S It /�/�prca.x. anw nn.r. xtreme office Mobile JIP669}ole JIS2:3M YaNepn WWW.QxVem<M<esureiPWs.conl X W.I.C. .en IUr: .... M Bath : w r"o lrl Q OO c M.:Bedroom •-•• (tf — ? LNin9 Room @ Bedr�m 2 O'CJ ........... ..."""""_ I �(if`C5C H Open Deck Scale: 1/4"=1-0' • I kPPROVED: WRE CHECKED BY: WRE Z Note: Unless notedall DATE: 02-10-2026 dimensions are to rough framing. Main Floor Floor Loading Specifications for all floor framing and components Floor LL = 40psf FLoor DL= 10psf Deflection Criteria = 11480 Per MO Spec.. 10'a4L', Concrete Ned tone tithe APR wAits Ptanrrin2 a.C - - 2%10'Pr Joist ® 1V O.O. Roof Loading Speclfcatlons for Roof Framing Products and Components Total Load = 57psf =4 0�I -DL = 17 psf - top cord = 7psf - bottom cord =10 psi Vented etam1/ .anal panel Compaalie Framed Wlndowa Column Saps final grade away ham bulldr!S ate mlmimun late of I/T PIE i rNe frwlf' Nadwedi ''.', Granule, betlN mWddl all 4'ICF Visa lW aw ad tooan9 WaNad Racy 4Pede,sl.d bail". Same, dsilgM PWI native soil wl beearg mit gp a 1P capacity al #2/wt Concrete Fooling 2r.M14 ban( mnmle,us 12 5� asuled Glue Heades retarder Imulelion 6MII Poly Dry. No. 23-03.12141 P/a.v. Dane.. 1?IIM)raDlaMWtlIIN P �MPACIIPC PIIIMaIItl Caugsaatlaa Raonlvj NLFMIIrWAr12 Milled. WI 14MMe.na.'al] 106 office Mobile ]sgfce 7,5-209-n977 #15Poofirpunsls (a-) lVWeW.EXtremeMemsuro5Plaow.wm 2 -rows In le nd Waner saw Y2kv Studs Wood Interior Door Woad floocTrutita l -4 0.C. At interior MlHlssU per Room Fides, Schedule tiny odlan) Concrete Stab R-21 M. S2.21C SPF Studs® Ile. O.C. 1/2'NWxk la= to paled team— #451/mint lwrpynW un pen dew tnnnMal- 14 bat lminl®. o. 1. Fe 24'ova Vented Hum, eoSel panm ;Y�-Granola WCMi1 materiel •Walammenn .. Membrane C_ -O `Y ci co C _ Ln V � C J Q ��N / L.L CIS r O U/ W Scale: 1/2" = 1 r-011 ,••• • •. •tt Waeb.a flack It APPROVED: WRE R2E `... • • . � i (oPtionoti onHl ComPametl granular M -• _rl oPeaamed drwn ale NOM -AB /CFlamda#an rvellsmale/lad and et . Weeder CHECKED BY: WRE I bar lminl ®. verticelss m/nforcedm Par wnentmanwasNrers insre/leday nap.. stew! Santo ndn.� cap wa2CMee.M1 yea ea hen. .aerignmanul manual aswe8as the towourlboupmHae ssetb aitbSendkea alldro56r SPS 311.82(3//dc.. A 332 2rpwa s4 bat lorry ra°ac. Cora Foonag Concrete DATE: 02-10-2026 r design mmwH a$14 AC AC 332 as we//SPS 811.18321.18 adtada met a laming Oksnld0AC/3l8and 332 aPeameleddteirple Cross Section NOTE: Site verify need Cross Section and configuation of .Scale: 1/2° = 1'-01I foundation drain system Asph.R roofgl 6' Skim. Faucla 1 T. eSub F..Ca I.,g. Ovahe�/ Salty parer Mum. asset� `MOltepl'LM 'BMYPolyvapn, olarEel I P -SO Inuiallon 6 Mb PMy vnw retarder TWek HWwrnap #2Mr Tr V SPP Studs ®14'0.0. Fdedwcellnp finyhea m per nosh echedute bv0tnea) NeulatiM Mmnaa.md /F.zl ,WTWOse sobeoor Ta Via IOAncor Boll. Stop. firsai gaede any horn beading at at a meMnxm rata I Ill' PIF for Ne 4M tg crwayer bacl,m .j r6Psmem l fr. A'Cervete Slab (optionMl Wetarproofog Membrane/ s4 n2- (minl ®.vats! u perdeMTl manuL glaeder4M® '' ompaclN Mmm,'ar Fll g'-0'o.c mh to RECEIVED 'w-) APR 06 2026 Bayfeld Co. planning and Zoning Agency grW,erI.b r(T/n) .Jlalo. Jle cuorumna Kayway mmobng < Parlor stub dram Me rwtrve toil w/boating Mn. ,« cepecM 0I#2000/.9 i1 NOTE: Site verify need Cross Section ^ and configuation of Scale: 1/2" _ '_Olt v foundation drain system AVIBN.G'iWd n2- k dW nMrudu{-.vrrtar.a.m...NMrGv, —MpnYM1Sr{per, naa/n 5,# MdW M ht, M spa ffiI a rW (4 AC/31& Cale M Sn55I. ram. ISceded. - avAHAOSlSaUffi Drg. No. Plan. Dane. Aram 54006 .w.aaue.s wl Office Mobile 715-682-5019 715-209-3977 C CZ Y 0OO N L o J N U � inc°'o Scale: As Shown APPROVED: WRE CHECKED BY: WRE DATE: 02-10-2026 Section Drg. No. 23-03-1214 gym. Extreme ea,.n,.y wne.Wmiun Office Mobile 915-682-5019 715.2093977 wc%Pon MW Wye 00 W W W.Ex[=emeMeasnlcsPlans.com .bYYaYIa Y°er u n1NWMY 6 wbGY uunljJ �una ELEVATION NORTH fie/ J Lf) rRECEFNED or ------------------------- aro° C0 > ≥ .2 n Bayfi°�'- moo. C O a V rn o a0 Cn c(D— n.Weenl nw"n�.epoen_-°°n Wood Scale: 1/4" = 1l-0" PPROVED: WRE CHECKED BY: WRE --------------- ---------_ --- ------------- -----------------------j DATE: 02-10-2026 Plan WEST ELEVATION iTh j_Au.ara.urmaa.. Elevations 4/13/26, 9:00 AM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfleld County Property Listing Today's Date: 4/13/2026 Property Status: Current Created On: 3/15/2006 1:15:35 PM F Description Updated: 9/14/2012 '' Ownership Updated: 9/14/2012 Tax ID: 20233 DANE & GAIL ANN SCHOUREK HAMPSHIRE IL PIN: 04-024-2-47-08-02-2 00-211-01000 Legacy PIN: 024111506000 Billing Address: Mailing Address: Map ID: DAN E & GAIL ANN DAN E & GAIL ANN Municipality: (024) TOWN OF IRON RIVER SCHOUREK SCHOUREK STR: S02 T47N ROBW 404 FIELDSTONE LN 404 FIELDSTONE LN Description: FIRST ADD TO LONG LAKE LOT 1 & N 50' HAMPSHIRE IL 60140-9672 HAMPSHIRE IL 60140-9672 OF LOT 2 IN V.1088 P.992 12 Recorded Acres: 0.950 P Site Address * Indicates Private Road Calculated Acres: 0.954 69990 W LONG LAKE RD IRON RIVER 54847 Lottery Claims: 0 First Dollar: Yes ® Property Assessment Updated: 8/11/2024 Zoning: (R-1) Residential -1 ESN: 118 2026 Assessment Detail Code Acres Land Imp. G3 -RESIDENTIAL 0.950 144,000 13,700 Tax Districts Updated: 3/15/2006 1 STATE 2 -Year Comparison 2025 2026 Change 04 COUNTY Land: 144,000 144,000 0.0% 024 TOWN OF IRON RIVER Improved: 13,700 13,700 0.0% 163297 SCHL-MAPLE Total: 157,700 157,700 0.0% 001700 TECHNICAL COLLEGE Recorded Documents Updated: 9/14/2012 property History ® QUIT CLAIM DEED N/A Date Recorded: 8/23/2012 2012R-545349 1088-992 ® CONVERSION Date Recorded: 3/15/2006 460697 714390;774- 488;787-434 https://novus.bayfeldcountywi.gov/access/master.asp?paprpid=20233 1/1 Bayfield County, WI 4/13/2026, 9:20:42 AM 1:500 Rivers -- Government Lot Comer Tie Sheets New 0 0.01 0.01 0.02 ri Lakes 0 Municipal Boundary 9 Section Corner Monument on File - - Driveways 0 0.01 0.01 0.03 km Meander Lines All Roads Building Footprint 2009.2015 a Buildings --..--! Approximate Parcel Boundary Town Changed eaynea 0 Section Lines Survey Maps Demolished • UnRecorded Map Existing eayesd Cwmty LaM Reoo.t DapitMaM ttnp.Jrnps.oa*Idcounry.w.gov/ea twA91 C • U) U) BAYFIELD COUNTY CERTIFIED SURVEY MAP NO. 6 3_ W� o0 _a UIo� LOT 1 AND PART OF LOT 2 OF THE FIRST ADDITION TO LONG LAKE LOCATED IN GOVERNMENT LOT 1 OF w cmO IL 0 z o t» N SECTION 2, T. 47 N., R. 8 W., IN THE TOWN OF IRON RIVER, BAYFIELD COUNTY, WISCONSIN N (527.32) (52091') W D' W J U 0() Q (S 86-2240- W) (5 89'2072" £) (527 26) (527 337 YF.WOEN CORNER U ( Z LL O: (N 85.25.18- a (521.172' SEC. 2 0 O Q W¢ 0 34 35 5 89'2045" E 527.1.18' 2" iROh PPE 0 SEC. 2 (S 85.2518" Ei ANvUS AVENUE (425.14) > 2-1/2' IRON PIPE ----_____—_ S 8920'15" E 425.10' S i hh qT nn i g a 01 BEAIRNGS ARE BASED ON THE NORTH LINE OF GOVT LOT 2, SECTION 2, BEING S 89.2046" E RPE OY?GtNS ME 0Urn0E OWIE'TM `�' 113.91, (� o� METER 186.85' 51.27' r i o -. W 41,200 y5%1�2` 1 GT ,. CISHED fl ACRE± .'�R i�5° � N ORivbwaY ..... O' 2 ' � � d o N 1° tll D y1* I (619') (129.14) / - 2 61.41' 129.12'CS 71.66' 45.62' 204 (/ yo N 89'25'05,' W 2 262.19' • P 1 33' I 33• (5 85'16'32" w) LOT 3 / 1 TAX ID #20234 SCALE: ONE INCH = 60 FEET 0 60 120 180 NOTE: THE ORDINARY HIGH WATER UNE OF LONG LAKE IS APPROXIMATE AND FOR REFERENCE ONLY. ANY LAND BELOW THE ORDINARY HIGH WATER UNE OF A LAKE OR NAVIGABLE STREAM IS SUBJECT TO THE PUBUC TRUST IN NAVIGABLE WATERS THAT IS ESTABLISHED UNDER ARTICLE IX, SECTION 1, OF THE STATE CONSTITUTION. LOTS I AND 2 OF THE FIRST ADDITION TO LONG LAKE ARE SUBSTANDARD LOTS OF RECORD. LOT I OF THIS CSM REMAINS SUBSTANDARD. DUE TO IT NOT MEETING THE MINIMUM AVERAGE WIDTH REQUIREMENT. LEGEND CLIENT. SCHOUREK "' 446 "' 66 I NELSON FOUND MONUMENT, I' IRON PIPE UNLESS NOTED X8 NO.: N26/052 ORMTE0 W. L SEihiN9(Y �,,.g w91:�I ymy • fl!. N.:\147nr4w\SECT SURVEYTNU v„1 �_ GATE ° 6A 51 5 50 PEEr PACSOFI: \PST1ATA N24052.PR1 INCORPORATED """�'-�'"E'"CC°I' () RECORDED INFORM41?CW MnRMTED: 6/5/26 \ smIIrxY( COINkPtE'O: 6/4/26 ACM: 1ACM\N26_OSZSChY)//REIL4�R SHEET I Of 2 SHEETS .nmvnuc roux rnac d TILT soars .fie ,*4 4a, no AEl • RECEIVED • JUN 262026 Bayfield Co. Planning and Zoning Agency BA YFIELD COUNTY CERTIFIED SURVEY MAP NO. a 6 3 LOT 1 AND PART OF LOT 2 OF THE FIRST ADDITION TO LONG LAKE LOCATED IN GOVERNMENT LOT 1 OF SECTION 2, T. 47 N., R. 8 W., IN THE TOWN OF IRON RIVER. BAYFIELD COUNTY. WISCONSIN SURVEYOR'S CERTIFICATE I, PETER A. NELSON, PROFESSIONAL LAND SURVEYOR IN THE STATE OF WISCONSIN, HEREBY CERTIFY THAT ON THE ORDER OF DAN SCHOUREK, I HAVE SURVEYED AND MAPPED LOT 1 AND PART OF LOT 2 OF THE FIRST ADDITION TO LONG LAKE LOCATED IN GOVERNMENT LOT 1 OF SECTION 2, T. 47 N., R. 8 W., IN THE TOWN OF IRON RIVER, BAYFIELD COUNTY, WISCONSIN, DESCRIBED AS FOLLOWS; TO LOCATE THE BEGINNING, COMMENCE AT THE NW CORNER OF SAID SECTION 2, AND RUN S 89'20'48" E, 521.18 FEET ON THE NORTH UNE OF SAID SECTION 2, TO A MEANDER CORNER. THENCE LEAVING SAID NORTH UNE, S 55'35'52" W. 57.37 FEET TO A MEANDER CORNER THAT IS N 89'2015" W, 20 FEET, MORE OR LESS. FROM THE ORDINARY HIGH WATER LINE (OHWL) OF LONG LAKE, WHICH IS THE POINT OF BEGINNING. THENCE FROM SAID POINT OF BEGINNING BY METES AND BOUNDS: ON A MEANDER LINE NEAR SAID OHWL, S 55'40'07" W, 103.04 FEET. THENCE S 58'39'34" W, 97.26 FEET TO A MEANDER CORNER, WHICH IS 65 FEET, MORE OR LESS, FROM SAID OHWL. THENCE LEAVING SAID MEANDER UNE, N 89'25'05" W, 262.19 FEET TO THE EAST RIGHT OF WAY LINE OF WEST LONG LAKE ROAD. THENCE N 02'42'58" E, 111.08 FEET ON SAID EAST RIGHT OF WAY UNE. THENCE LEAVING SAID EAST RIGHT OF WAY LINE, S 89'20'15" E, 425.10 FEET ON THE NORTH LINE OF SAID LOT 2, TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 41,200 SQUARE FEET, MORE OR LESS, WHICH IS 0.95 ACRE, MORE OR LESS, INCLUDING THAT LAND LYING BETWEEN THE MEANDER LINE AND THE OHWL OF LONG LAKE, AND THE EXTENSION OF THE LOT LINES TO SAID OHWL. SAID PARCEL IS SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS, IF ANY, OF RECORD. THAT THIS MAP IS A TRUE REPRESENTATION OF SAID SURVEY; THAT I HAVE FULLY COMPLIED WITH SECTION 236.34 OF THE WISCONSIN STATUES AND THE BAYFIELD COUNTY SUBDIVISION CONTROL ORDINANCE IN MAKING SAID SURVEY AND MAP; AND THAT SAID SURVEY AND MAP ARE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. PETER A. NELSON - PLS 3071 ��,w'�"� PETER A. NELSON S-3071 ASHLAND, WI BAYFIELD COUNTY PLANNING AND ZONING APPROVAL This Bayfield County Certified Survey Map is hereby approved by the Bayfield County Planning and Zoning Department. _ _ Dated this —_ day of J.ATE- , 2026. RUTH HULSTROM Planning and Zoning Director le I CLIENT. SCHOUREK N8. 448 PG. 98 lvcEvvw1Wts „ CERTIFICATES DRAD L S JOB NO.: N26/052 FILL' N.'\t47nrew\SEC2 SURVEYING Pw FTEBY. ERVINSKY PACSOFT.' \PSDgTA\N26_052.PRJ INCORPORATED DATE DRAFTED: 5/5/26 ACRD: \ACRD\N26_052_SCHDUREK.dwg ersrnav row rart ar ra moat so rau f7EL0 WDRK CDNPLEIED: 5/4/26 SHEET 2 OF 2 SHEETS uw no. a u .uez® Land Use Permit Application Review Checklist Submission #: WljIt zoning district is the project located in? R-1 ❑ ❑ R-3 ❑ R-4 ❑ R-RB ❑ C Dl ❑ M ❑ A-1 ❑ A-2 ❑ F-1 ❑ F-2 ❑ W ❑ M -M 0 Ye No Is lot substandard (does not meet current zoning dimensional requirements)? Deed of record: Yes El No Is the project located in the Shorelands (Shorelands are lands within 300 feet of a river/stream OR landward side of floodplain OR 1000 feet of a lake/pond/flowage, whichever is greater)? Yes ❑ No Is impervious surface required? (Required if riparian lot OR lot is entirely within 300 feet of OHWM of navigable waterway) ❑ Yes Is the project located in the Floodplain? Zone: ❑ Yes No Are there wetlands on the property? ❑ Yes R4io Is project associated with a nonconforming use or structure? ❑ Yes I4o Is project associated with a variance? Case #: ❑ Yes o Is project associated with a Special B or Conditional Use Permit? Permit #: ❑ es No Is the project associated with a Special A Use Permit? Yes ❑ No Does the project quire sanitary? ❑ Existing EHQew O Intercept ❑ Reconnect O Non -Plumbing O Public Sanitary Permit #: % # of Bedrooms: ❑ Yes El No Does the project require mitigation? Implementation Deadline: Date of Compliance: ❑ Yes No Does the project require an affidavit? Affidavit #: Yes ❑ No Did licensed surveyor mark lot line(s), if project is within 10 feet of required setback? ❑ Yes dNo Did applicant/property owner mark lot line(s), if project is within 30 feet of required setback? Project use is? fRsidential ❑ Commercial ❑ Municipal Project type is? New Construction ❑ Addition/Alteration ❑ Change Use ❑ Relocate ❑ RV Placement ❑ Sign ❑ Establishing a Busi ss ❑ Temporary 0 Shoreland Grading 0 Other, describe: Structure Type is: Residence 0 Principal Structure ❑ Accessory Structure ❑ Boathouse (one story only) ❑ Open-sided/Screened Structure (gazebo, etc.) 0 Stairway to navigable waters ❑ Mobile Home ❑ Shipping Container ❑ Other, describe Total Sq. Ft. of Project: Number of Stories: C, Overall Height: Fee pe Calculation Fee Amount abitable Residential Principal and Accessory (minimum $125) Structures - Enclosed Areas — all enclosed areas within $0.50 x a f( sq ft $ dw ling except attached non -habitable garages Dwelling Unenclosed Areas (decks, patios, etc.) or nF (� $0.20 x sq ft (minimum $125) Attached Non -Habitable Garages $ 0 Non -Habitable Residential Principal and Accessory $0.20 x s ft q (minimum $75) Structures $ ❑ Commercial Principal Structures $250 + $0.005 x (minimum $250) cost of construction $ ❑ Commercial Accessory Structures $150 + $0.005 x (minimum $150) cost of construction $ ❑ Municipal Principal and Accessory Structures n/a $0 (exempt from fees) ❑ Return Inspection ❑ Land Use Revisions O Special Use Permit - Class A 0 Floodplain oreland - Impervious Surface ❑ Shoreland - Non -Conforming, etc. 0 Tower Siting/Collocation 1 0 Tower Collocation 2 O Metallic Mine ❑ After -the -Fact (ATF) I $ Inspected by: Date of Inspection: C Re -Inspected by: Date of Re -Inspection: Denied by: Date of Denial: Reason for Denial: Date Denial Letter Mailed: Approved by: Date of Approval: n I Condi ' n(s): m-iQiust meet and maintain setbacks from furthest extension of structure including eaves and overhangs. ❑ F9r personal storage only. For personal residence only. ❑ yot for human habitation or sleeping purposes. To n/State/DNR/Federal may require permitting Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction. 0 A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtpined prior to the start of construction (if applicable). Lg Use best management practices to limit and prevent erosion during construction. ❑ This permit cannot be transferred if property is sold. ❑ A Bayfield County Health Dept permit is required. ❑ Check with Town regarding room tax. ❑ Short -T rm Rental is for a maximum occupancy of persons. ❑ Si must meet the requirements of Article E of the Bayfield County Zoning Ordinance. lWfo be constructed per plan. ❑ Adhere to privy agreement. ❑ Temporary permit allowing existing structure for a period of less than 1 year. ❑ RV may not be used for permanent residence or storage. ❑ RV allowed for ❑ RV must be removed by ❑ No sewer and pressurized water allowed in the structure. ❑ No plumbing or plumbing fixtures allowed. ❑ No additional sleeping areas allowed without obtaining necessary sanitary permit(s). ❑ Land use permits shall be required for any new residence, any building or structure erected, relocated, rebuilt, or structurally altered ❑ Land use permits shall be obtained prior to the initiation of construction or a change in land use ❑ Requirements (e.g., permits/licensing/tax) of Local Town, Village, City, State or Federal agencies are required ❑ Sanitation requirements must be met (if applicable) ❑ Additional conditions may be placed and need to be adhered to at the time of permit issuance Other Conditions: K: Applications and Forms/Applications/Land Use/Updated 2/25/2026 mdk C O U NTY Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: SCHOUREK, DAN E & GAIL ANN LU-02166 404 FIELDSTONE LN HAMPSHIRE, IL 60140-9672 Transaction Number: LU-02166-48C0A Description Amount Shoreland - Impervious Surface $25.00 Habitable Residential Principal & Accessory $1,056.00 Structures - enclosed areas $0.50/square foot (minimum $125) Habitable Residential Principal Structure - $51.20 unenclosed area or non -habitable garage $0.20/ square foot (minimum $125) Total: $1,132.20 Payment Amount: $1,132.20 Reference: 3818 Paid by: Extreme Measures Payment Type: Check Transaction Date: 6/29/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. Town, City, Village, State or Federal Permits May Also Be Required Substandard - No I Nonconforming - No Shoreland - Yes / Impervious Surface - Yes Floodplain - No! Wetlands - No Mitigation - No I Affidavit #: LAND USE -X SANITARY — New 26-57S SPECIAL A — SPECIAL B/CONDITIONAL — BOA — No. 26-0304 Tax ID: 20233 Issued To: SCHOUREK, DAN E & GAIL ANN Location: S02 - T47N - R08W Town of Iron River BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION Legal Description: FIRST ADD TO LONG LAKE LOT 1 & N 50' OF LOT 2 IN V.1088 P.992 12 Residential Structure in R-1 zoning district For: New Construction [2 - Story ], Residence on a Walkout Basement [2368 Total sq. ft. ] Height of 24' 6" (Disclaimer): You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. Any future expansions or development would require additional permitting. Condition(s): See back of card NOTE: This permit expires two years from date of issuance if the authorized construction work or land use has not begun. Changes in plans or specifications shall not be made without obtaining approval. This permit may be void or revoked if any of the application information is found to have been misrepresented, erroneous, or incomplete. This permit may be void or revoked if any performance conditions are not completed or if any prohibitory conditions are violated. Emily Macgillivray Authorized Issuing Official June 29, 2026 Date Condition(s): Must meet and maintain setbacks from furthest extension of structure including eaves and overhangs. For personal residence only. Town/State/DNR/Federal may require permitting. A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction. Use best management practices to limit and prevent erosion during construction. To be constructed per plan.