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HomeMy WebLinkAbout26-0548Rerturn to: County Use Only: 117 E 5th Street, PO Box 58 Bayfield County Planning and Zoning Department Submission #: LU' oa-S iq Washburn, WI 54891 LAND USE PERMIT APPLICATION Permit #: ab- 07 permits(a)bavfieldcounty.wi.Rov Date: o SECTION A: General iformtion Property Owner Name: Authorized Agent Name (if applicable): Scott Jensen and Charlotte VanderVenter Telephone Number: 920-621-0442 715-292-2763 Telephone Number: `I and 'yE® E -Mail Address: E -Mail Address: ERE cvanderventer1975@gmail.com 23 7i0t6 Mailing Address: Mailing Address: SEr 14165 Fast Tuura Road cadCO. City, State, Zip: City, State, Zip: Pl igand Brule, WI 54820 Contractor: Telephone Number: E -Mail Address: n/a . ECTION B: Property Information Project Address (if different from mailing address): 1750 Oulu Pioneer Road 1 Pont nncrrintinn (if additio al sp ce is needed attach a separate sheet): u Section, Township, Range: -7_ Town of: Oulu Tax ID #: 26629 Lot Size (Acres/Square Feet): 26ncres CTIQ,NC:,Proegtinformatioa checkaa. to l.;` Project Use is: O Residential ❑ Commercial ❑ Municipal If Commercial, estimated cost of construction: $ Project Type is: O New Construction ❑ Addition/Alteration (existing structure) ❑ Change Use (existing structure) ❑ Relocate (existing structure) ❑ RV Placement 21+ days ❑ Sign ❑ Establishing a Business ❑ Temporary (12 or less months) ❑ Shoreland Grading, Class A ❑ RV Placement 4+ months, Class A ❑ Other (describe): required (Total sft): required SECTION D: Structure Information (Does not apply to RVs and Signs, go to Section E) Structure Type is: ❑ Residence R4rincipat Structure (describe): ❑ Accessory Structure (describe): ❑ Shoreland Exempt Structure (describe): ❑ Mobile Home (provide manufactured date): ❑ Shipping Container O Other (describe): Garage Foundation Type: ❑ Basement ❑ Walkout Basement O Slab ❑ Crawlspace ❑ Ground ❑ Skids ❑ Other (explain): Existing Structure: Length: Width: Height: Proposed Structure (Provide Sq Ft based on outside dimensions, including unfinished areas, attached garages/above grade decks/porches): Basement Sq Ft: 1s' Floor Sq Ft: Loft Sq Ft: 2'd Floor Sq Ft: 3`d Floor Sq Ft: Garage Sq Ft: Porch Sq Ft: Deck Sq Ft: Other Sq Ft (describe): Other Sq Ft (describe): 4042 Total Sq Ft: 1280 Overall Height (finished grade to peak): 10 feet # of Stories: 1 Existing # of Bedrooms on property:0 Proposed # of Bedrooms in project: 0 SECTION E: RV and Sign Information (check all that apply) Sign is: RV is: ❑ New ❑ Replacement ❑ New ❑ Replacement ❑ On -premise ❑ Off -premise ❑ 1 -sided ❑ 2 -sided Year: Vin #: ❑ On -building Q Multi -Tenant Length: Width: Height: Make: Model: Application Page I SECTION F: Site Plan — attach a site plan or draw site plan in box below (See pages I & 2 of Land Use Permit Application Information for information that is required to be provided on site plan) Show location of: ❑ Driveways El Frontage Roads (include name) El Existing Structures El Well (W) ❑ Septic Tank (ST) ❑ Drain Field (DF) ❑ Holding Tank (HT) El Privy (P) El Lake ❑ River ❑Stream/Creek ❑Pond ❑Floodplain ❑ Wetlands ❑Slopes over 20% N See attachment for drawing RECEIVE® SEP 232076 Bayfield Co. Pfann inp and Zoning Agency Setback or distance from furthest extent of structure including eaves and overhangs to (include on site plan): County Use Only Verified setbacks Road Centerline 263 ft. ft. Notes/Comments: cS 5 ((pc 4 J( �c 11n n 0 D V 1 Front Lot Line/Right-of-Way 230 ft. ft. Side Lot Line 1 (North East South West, ircle one) 195 ft. ft. 00 Side Lo net orth as outh West, circle one) Too far ft.tJj+ Rear Lo a Too far ft. ft. Septic/Holding Tank na ft. ft. Drainfield na ft. ft. Privy na ft. ft. Well na ft. ft. Existing Structure/Building na ft. ft. Wetland na ft. ft. Elevation of Floodplain na ft. ft. Ordinary High -Water Mark (OHWM) na ft. ft. Other (describe) ft. ft. Application Page 2 4 ft RECEIVED SEP 232026 Bareeid Co. Planning and Zoning Agency a e/' r0a2,4 �� 1 (204d SECTION G: Additional uesti El Yes O No Has the location of the proposed project* been staked? If no, what date will this be completed: Note: The site will not be inspected nor permit issued until after the staking date listed above. ❑ Yes O No Did a licensed surveyor mark lot line(s) if project is within 10 feet of required setback? See page 2 of Land Use Application Information for required setbacks. n/a ❑ Yes O No Did property owner or applicant mark lot line(s) if project is within 30 feet of required se ®of Land Use A lication Information for re uired setbacks. ❑ Yes El No Is there an existing sanitary system on the property? If yes, what kind? rc P 24 2026 ❑ Drainfield ❑ Holding Tank ❑ Municipal/Public ❑ Other (describe): ❑ Yes El No Will pressurized water be installed in the structure? If yes, what kind of sanitary systK will ' eMLII1bed or used to manage wastewater? Min9 and Zoning Agenmy ❑ Drainfield ❑ Holding Tank O Municipal/Public ❑ Other (describe): ❑ Yes H No Will sleeping occur in the structure? If yes, contact local Uniform Dwelling Code (UDC) for approval and inspection requirements. Is the project associated with any of the following: ❑ Rezone ❑ Class A Special Use ❑ Class B Special Use O Conditional Use ❑ Variance Fee payment will be made via: ❑ Check (attached) ❑ Cash (attached) El debit/creditlecheck (department to call once payment is ready to be taken) How would you like to receive your permit card? ❑ Mail to: OR El Email to: cvanderventer1975@gmail.com O Property Owner Address O Agent Address O Contractor Address O Other (provide name and email or address): lnelude eaves, overhangs, sanitary system, and well in staking measurements action] .,Ackn.osltd ement;and<Signature sc—= All Land Use Permits expire Two (2) Years from the date of issuance if construction or use has not begun. Sanitary permit issuance, if required, 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 new construction of one- & two-family dwellings requires review and approval by the local Uniform Dwelling Code (UDC) authority. Additions and alterations to one - and two-family dwellings may require review and approval by the 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.eov/topic/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: Scott Jensen Owner(s) or Authorized Agent Signatu Date: 9/24/2026 NOTES: 1. If you are signing on behalf ate a o cco panyihis application. 2. Specific conditions/instructions may be stated on the face of the issued Land Use Permits. Owners, agents, & contractors must all be aware of permit details & conditions and permit card must be posted on property prior to start of project. Application Page 3 Date: 09/23/2026 - 5:53 PM Design Name: Post Frame Design Design ID: 313953370465 Estimated price: - *Today's estimated price, future pricing may go up or down. Tax, labor, and delivery not included. How to recall and purchase a saved design at home m 1. On Menards.com, enter "Design & Buy" in the search bar 2. Select the Buildings Designer OR 3. Recall your design by entering Design ID: 313953370465 4. Follow the on -screen purchasing instructions 4' 4' 4' 4' 4' 4' 4' 4' FLOOR PLAN Design & Buyrn POST FRAME How to purchase at the store 1. Enter Design ID: 313953370465 at the Design -It Center Kiosk in the Building Materials Department 2. Follow the onspteppl"tc}1ylg instructions. RCyy YYCC�� 6 4' 4' 4'—if4'—if4'—i4'—if 4'—t-4'-It61/1' 9 ro X. m; OH3 OH 1 OH 2 9' x 8' 9' x 8' 9'x8' 40' SEP 232026 Sayfield Co. 4' 4' 4' 4' 4' 4' 4' 4' For other design systems search "Design & Buy" on Menards.com Page 1 of 7 Design #: 313953370465 p Post Frame Building Estimate •Store: SUPERIOR Date: Sep 23, 2026, 5:53:22 PM Elevation Views 7VED SEP 232026 Sa� Co. �e a,Agency For other design systems search "Design & Buy" on Menards.com Page 2 of 7 •Design #: 313953370465 - Post Frame Building Estimate •Store: SUPERIOR Date: Sep 23, 2026, 5:53:22 PM Congratulations, you have taken the first step towards making your new post frame building a reality! • You have selected Menards to provide you with superior products produced by Midwest Manufacturing that will meet your needs. For a more detailed look at these premium products visit us on the web at www.midwestmanufacturing.com (http://www.midwestmanufacturing.com). 'Delivery charge is not included in price. Items ordered to complete your building from vendors other than Midwest Manufacturing are not available for pickup from the plant. RECEIVED SEP 232026 Baybeld Co. planning and Zoning Agency For other design systems search "Design & Buy" on Menards.com Page 3 of 7 Design #: 313953370465 Post Frame Building Estimate •Store: SUPERIOR Date: Sep 23, 2026, 5:53:22 PM Building Information 1. Building Use: 2. Width: 3. Length: 4. Inside Clear Height: 5. Framing Type: 6. Floor Finish: 7. Floor Thickness: 8. Curb Height: Wall Information 1. Post Spacing: 2. Post Type: 3. Exterior Wall Panel: 4. Exterior Wall Color: 5. Trim Color: 6. Wainscot Size: 7. Wainscot Color: 8. Sidewall A Wainscot: 9. Sidewall B Wainscot: 10. Endwall D Wainscot: 11. Endwall C Wainscot: 12. Gable Accent: 13. Gable Accent Color: 14. Endwall C Gable Accent: 15. Endwall D Gable Accent: 16. Sidewall A Eave Light: 17. Sidewall B Eave Light: 18. Wall Fastener Location: 19. Anchor Bolt Size: Interior Finish Code Exempt 32 ft 40 ft loft Ladder Framing Concrete 5 in 8 in 4ft 2 -Ply Studs Pro -Rib Charcoal Gray Burgundy 36 in Burgundy Yes Yes Yes Yes Yes Burgundy Yes No None None In the Flat 1/2"x12" 1. Wall Insulation Type: 6" Batt 23" 2. Wall Liner Type: None 3. Roof Condensation Control: Pro -Therm Condensation Blanket Roof Information 1. Truss Type: 2. Pitch: 3. Truss Spacing: 4. Roof Type: 5. Roof Color: 6. Ridge Options: 7. Roof Fastener Location: 8. Endwall Overhangs: 9. Sidewall Overhangs: 10. Fascia Size: 6 in Fascia 11. Soffit Color: Burgundy 12. Skylight Size: None 13. Ridge Vent Quantity: None 14. Ceiling Liner Type: None 15. Purlin Placement: Flat 16. Ceiling Insulation Type: 6.75" Fiberglass Blow In (R-19) Standard Truss 6/12 4ft Pro -Rib Burgundy Universal Ridge Cap In the Flat 1ft 2ft Accessories 1. Outside Closure Strip: Standard 2. Inside Closure Strip: Standard 3. Gable Vent Type: None 4. Cupola Size: None 5. Gutters: Yes 6. Gutters Color: Burgundy 7. End Cap: No 8. Mini Print: Email Only RECEIVED SEP 232026 Bayfield Co. PS1*)9 and Zoning AgeaCy For other design systems search "Design & Buy" on Menards.com Page 4 of 7 Design #: 313953370465 W Post Frame Building Estimate -Store: SUPERIOR Date: Sep 23, 2026, 5:53:22 PM Doors & Windows Wall Type Description 1-A Window 36"x24" White Performax Slider 1-A Window 36"x24" White Performax Slider 1-A Window 36"x24" White Performax Slider 1-A Window 36"x24" White Performax Slider 1-B Overhead Door Ideal Door® Commercial Textured Steel Panel White 9' x 8' 1-B Overhead Door Ideal Door® Commercial Textured Steel Panel White 9' x 8' 1-B Overhead Door Ideal Door® Commercial Textured Steel Panel White 9' x 8' 1-C Window 36"x24" White Performax Slider 1-C Window 36"x24" White Performax Slider 1-C Window 36"x24" White Performax Slider 1-C Window 36"x24" White Performax Slider 1-D Service Door 36X80 RH No Glass Mastercraft® 1-D Window 36"x24" White Performax Slider 1-D Window 36"x24" White Performax Slider 1-D Window 36"x24" White Performax Slider RECEIVED SEP 2 3 2026 Bayfield Co. Planning and Zoning Agency Floor type (concrete, dirt, gravel) is NOT included In estimated price. The floor type is used in the calculation of materials needed. Labor, foundation, steel beams, paint, electrical, heating, plumbing, and delivery are also NOT included in estimated price. This is an estimate. It is only for general price information. This is not an offer and there can be no legally binding contract between the parties based on this estimate. The prices stated herein are subject to change depending upon the market conditions. The prices stated on this estimate are not firm for any time period unless specifically written otherwise on this form. The availability of materials is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY MATERIALS STATED HEREIN. All Information on this form, other than price, has been provided by the guest and Menards is not responsible for any errors in the information on this estimate, including but not limited to quantity, dimension and quality. Please examine this estimate carefully. MENARDS MAKES NO REPRESENTATIONS, ORAL, WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF WIDE VARIATIONS IN CODES, THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS. THE PLANS AND/OR DESIGNS PROVIDED ARE NOT ENGINEERED. LOCAL CODE OR ZONING REGULATIONS MAY REQUIRE SUCH STRUCTURES TO BE PROFESSIONALLY ENGINEERED AND CERTIFIED PRIOR TO CONSTRUCTION. For other design systems search "Design & Buy" on Menards.com Page 5 of 7 Job Ines Tws Type Dy Pty QTREC0952261 PT1 COMMON 10 1 Job Reference(aplionll) Rar'25.385 Aug202025 Pitt 25.3..05Mg202025 MT.k adabq,lnc Wed Pacts 132131 Page 1 ID:MIMflLh1ooaOa*mWMW% 7mCMb1PS8y3t9L'/mJ194t arE152a (Mlt6 '2'0'0 8-312 18-0-0 2384 3280 134'0'0 2-00 8-3.12 ]84 784 8-3-12 2-0-0 2 1 3 6x6- 4 fixB� 5 8 10 9 B 3x6- W. e+6• W. Y8- 8-112 1680 i 23$4 32-00 e-3-12 7AA 7-8-4 8-3-12 Scale =1.5]7 Plate Offsets (3S y): [2084,0614], [383-8,85-01. (5:038,0-5-01, [6:084,0814], [9:0+0,04-8] Loadln9 (ps0 Spodng 4-00 CL DEFL in (bc) 9dell zed PLATES GRIP TCLL(roof) 20.0 Hme Gip DOL 1.15 TC 08a VM(LL) .0.14 8-9 >999 240 M120 1971144 Snow(P3/Pg) 24.1180.0 Looter DOL 1.15 BC 047 Ver1(CT) -020 8-9 >999 180 TCDL 4.0 Rep Suess Ina NO WE 053 Huz(CT) 0.06 6 Na Na BCLL 0.0 Code IBC2O21RPl20I4 Masts -MS COL 5.0 Weight 194lb FT 15% LUMBER BRACING TOP CHORD 24 SP 2400E 2OE •Except 11:24 SPF Not TOP CHORD 2-0-0oc pudins(2-11-0max.). BOT CHORD 2aSSP 240OF ZOE BOT CHORD 1000ac bradng. WEBS 2x4 SPF No.2 'Except' W12x45PF Stud WEBS 1 Row at rredpt 3-9. 5-9 REACl1ONS 05/size) 22342j0-5-8. (nob. 0114), 6=2342/050 (..41, 8314) Max Hpr¢ 2--170 (LC 10) Max Uplift 2--535 (LC 12). 6-535 (LC 13) Max Gav 2=2469 (LC 17)6=2469 (LC 18) FORCES lib) - Max. CompfMa¢ Ten. -Ae fences250 Pb) or less except when shown. TOP CHORD 23=3951/786, 317=2694/574, 417=2355504. 4-185-2355/604, 5.18=2604/574, 5483951(787 BOT CHORD 2-10=708/3385, 810=-70&3383, 69=55213383, 6-8=552/3385 WEBS 3-10=01472, 49-313/1307, 5SaA'412, 38=148&M5, 5--l469/446 JOINT STRESS INDEX 2=090 3=088. 4=083, 5=0806=0.0,8=0.38, 9=0.65 and 10=038 NOTES 1) Unbalanced roof he loads have been considered for On design. 2) Wind: ASCE 7-16; Vult=105mph (3 -second gust) Vasd=83mph; TCDL=1 /pst BCDL 0.Bpsf h=25Q Cat I; Exp C; Endraed; MWVRS (envelope), cantilever left and right exposed; end vertical left and riphtexposed: Lumber DO.=160 pate grip 001=160 3) TCLL:ASCE7-16; Fw200psf (roof LL: Lum DOL=1.15 Plate DOL=1.15): Pg$o.O pal; Ps --24.1 pat (Wm DOL=1.15 PWe DOL=1.15): Is=0.8: Rough Cat C; Fully Eiy.: Cea.9: Csa.72. Cl l)ndauucted 9ippery surhoe 4) Roof design snow bad has been reduced to account far slope. 5) Unbalanced snow loads have bean considered for this design. 6) Thuslass has been designed for greater of min roof We load of 120 psf or 1.110 times gat roof load of 33.3 pst on oveehangs noncalcuneltwill other live loads. Dead loads atsown include weight of truss. pTop pomchorddead lwdo 0can 5.0 pat (or less) with any m of adequate fa shingle roof Arcitact b verity adequacy of top diced deed bad 8) hats has designed for art/ other free bads. 9) Provide mxWnicnl connection(by others) ofBuss to bearing plate capade of withstanding 535th uplift alpbl 2 and 535 l uplift alpine 6. 10) Graphical polio representation does not depict the size or the orientation of the pout n along the top and/or bottom chord. LOAD CASE(S) Standard REGENED SEP 23 2026 6 -CO. py�K4M19 and Zoning Agenc7 For other design systems search "Design & Buy" on Menards.com Page 6 of 7 PT1E I COMMON 12 I 1 I Jab Rekrence aadees0 Mastamxixg Far l]aa. en be 35.305 Pip 303025 Rt435306Nq 202025PAT& InheWes Inc Wad Dec 1U 13Z231 Paga.I ID hINatPIth4 aPPCGhPThyh'.IDu%Y]DJCn'ILTPE1ry49CY ssTMaRUJ53myM4es -2-0-0 160 • 3240 4 240 1600 180-0 240 ii •, 2>f4e 8x0- 2x4a Scale =15)7 Plate Offsets (X Y): [4;08-0,Etlge], 18:08O,Edge], [11:04-0,0-48] Loading (psf) Spacing 480 CM DEFL in 00c) noose Lid PLAIES GRIP TCLL(rm0 21.0 Plate Crp DOL 1.15 IC 092 Vert(LL) Na - Na 999 MT20 197/11 Snow (PSIPg) 24.1160.0 LurMer OOL 115 BC 0.41 Val(Cl) Na - Na 999 TCDL 4.0 Rep Stress lna NO WE 0.83 Hgrz(CT) 001 25 Na ha OCLL 0.0 Code IBC2)2171P120I44 Mabiz-MS BCDL 50 Weight 199 lb FT= 15% LUMBHR BRACING TOP CHORD 2s6 SPF Not 'Except TI;2x8 SP 2400F 2.t TOP CHORD 2-0-0oc podhs (5-13 mac). DOT CHORD 2x9 SPF No.2 DOT CHORD 100Oac bracing. OTHERS 2x4 SPF Stud •Except• ST5.ST3:2x4 SPF No.2 REACTIONS At bearings 3240. (It) - Max Horiz 2=170 (LC 10) MaxUplift Al uplift 100 (b) a less at toint(s) 11 except 2-138 (LC 12). 8=169 (LC 13). 10-448 (LC 13). 12-450 (LC 12) Max Cray All reactons 250 �b) or less atjoint(s) except 2-786 (LC 1), 8=786 (LC 1),10-1555 (LC 18), 11409 (LC 18), 12-1555 (LC 17) FORCES (lb) - Max CompJMzc Ten. - All faces 250 (b) or less except when shown. TOP CHORD 23=401/147, 34-592254, 428=574257, &28=253288, &29=253258, &29=5741228, 67.59V224, 78=401/82 WEBS &11=73732.312-1374/17, 7-10-13741448 JOINT STRESS INDEX 2=0.74,3=0.41.4=096.4=0.96,5=0.69,6=096,6=096,7=0.41,8=0.74.10=0.60.11=0.43,12=0.60, 13=025, 14=0.38, 15=0.25, 16=0.38,17=0.25, 1B= 025, 19=038 and2)=038 NOTES 1) I/Malsnoed roof live loads have been considered for this design. 2) Wad: ASCE 7.18; Vult=105mph (3secord gust) Vasd=83mph; TCDL=2.4psf: BCDL* 8psf, h-258; Cat.; Exp C; Endosed; MWFRS (envelope); cantilever left and right exposed end verbal left and right exposed; WnEer DOL=1.60 plategdp DOL=1.80 3) Truss designed for vend loads in the plane of ihesuss airy. Fa surds exposed to vend (named to the face), see Standard lndusly Gable End Details as applicable, orwnstdt gtrali ied building designer as per ANSIRPI 1. 4) TOLL' ASCE 7-16, Pn2O0 psf (roof LL. turn DOL=1 15 Plate DOL=115): Pgo0.0 pet: Pa 24.1 pd (tom DOL=1.15 Plate 0011.15). lssQ.8, Rough Cat C: Fully Ep, Ce 0 9, Csuo 72. Ct=1.10, Unobstructed slippery surface 5) Roof design snot cad has been reduced to account for slope. 6) Unbalanced snow bads have teen considered for this design 7) This truss has been designed for greater of min roof live load of 12.0 pal or 1.00 times far roof load of 33.3 psi on overhangs nonmvprent with oth 8) Dead loads shover includeweight of puss. Top chord dead load of 5.0 psf(or less) is not adequate for a shingle roof. Aschited to verity adequacy of 9) Oahe requires continuous bottom chord bearing. 10) Vemcal gable studs soared at 8-00 oo and horizontal gable studs spaced at 2-6-0 cc. 11) This truss has been designs for a 10.0 psf bottom chord live load ncnconcurrent cods any alter live loads. 12) Provide mechanical cornersiw(by others) of buss to bearing plate capable 4theter&sg iW lb uplift at jont(s) 11 except (r --b) 2=137,8=188.12--WlP- 6 132,02 6=168 GU 13) Graphical pun represmistontices not depict the size or the orientate of the pa9n along the top ardor botmrn Uvd. LOAD CASE(5) Standerd SYYN$O Co. and Zoj0g Bf0y For other design systems search "Design & Buy" on Menards.com Page 7 of 7 Bayfield County, WI a a yy q' �n��lQ }.sY_ J• W'� -mac. Ct� .. - �E+}.[ W t I y�� Fr. fip', [ Tax #42662.? c ! r flas7:"� SGOTT i1 SENSEN '+^ "•��+• . L 4 � fir, Q i}�'°r�`}�� �: r`� ,, �}W�,. r 4 rye. ^ar, �.:'•' #I 4 9/25/26, 8:02 AM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Today's Date: 9/25/2026 Z Description Updated: 1/27/2026 Tax ID: 26629 PIN: 04-038-2-48-09-07-1 04-000-30000 Legacy PIN: 038101203000 Map ID: Municipality: (038) TOWN OF OULU STR: 507 T48N R09W Description: PAR IN SE NE IN DOC 2024R-602345 Recorded Acres: 26.000 Calculated Acres: 26.292 Lottery Claims: 0 First Dollar: No Zoning: (AG -1) Agricultural -1 ESN: 125 3 Tax Districts Updated: 3/15/2006 1 STATE 04 COUNTY 038 TOWN OF OULU 044522 SCHL-SOUTHSHORE 001700 TECHNICAL COLLEGE Property Status: Current Created On: 3/15/2006 1:15:53 PM ' Ownership Updated: 1/27/2026 SCOTT A JENSEN BRULE WI CHARLOTTE M VANDERVENTER BRULE WI Billing Address: Mailing Address: SCOTT A JENSEN SCOTT A JENSEN 14165 E TUURA RD 14165 E TUURA RD BRULE WI 54820 BRULE WI 54820 P Site Address 'indicates Private Road 1750 OULU PIONEER RD BRULE 54820 Property Assessment Updated: 7/2/2026 2026 Assessment Detail Code Acres Land Imp. G6 -PRODUCTIVE FOREST 26.000 35,100 0 2 -Year Comparison 2025 2026 Change Land: 33,800 35,100 3.8% Improved: 0 0 0.0% Total: 33,800 35,100 3.8% �W Recorded Documents Updated: 3/15/2006 © CORRECTION INSTRUMENT 'r Property History Date Recorded: 2/23/2024 2024R-602345 N/A © PERSONAL REPRESENTATIVES DEED Date Recorded: 12/26/2023 2023R-601667 © WARRANTY DEED Date Recorded: 4/2/2020 2020R-581647 ® TERMINATION OF DECEDENTS INTEREST Date Recorded: 4/2/2020 2020R-581646 ® CONVERSION Date Recorded: 117-119;568-248 O WARRANTY DEED Date Recorded: 10/23/1992 401846 568-248 ® LETTERS TESTAMENTARY Date Recorded: 12/17/1928 99211 https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=26629 1/1 Land Use Permit Application Review Checklist Submission #: 0 What zoning district is the project located in? ❑R-1 ❑R- ❑R-3 ❑R-4 DR-RB ❑C ❑1 ❑M l31 ❑A-2 ❑F-1 ❑F-2 ❑W DM -M ❑ Yes 4o Is lot substandard (does not meet current zoning dimensional requirements)? Deed of record: ❑ Yes o 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 4o / Is impervious surface required? (Required if riparian lot OR lot is entirely within 300 feet of OHWM of navigable waterway) ❑ Y No Is the project located in the Floodplain? Zone: 2'S'es 0 No Are there wetlands on the property? ❑ Yes C"No Is project associated with a nonconforming use or structure? ❑ Yes 4o Is project associated with a variance? Case #: ❑ Yes 1r Is project associated with a Special B or Conditional Use Permit? Permit #: ❑ Yes D1I9 Is the project associated with a Special A Use Permit? ❑ Yes o Does the project require sanitary? 0 Existing ❑ New ❑ Intercept ❑ Reconnect 0 Non -Plumbing 0 Public Sanitary Permit #: # of Bedrooms: ❑ Yes Q4.Jo 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 o Di applicant/property owner mark lot line(s), if project is within 30 feet of required setback? Project use is? a dential 0 Commercial 0 Municipal Project type is? m6ew Construction ❑ Addition/Alteration ❑ Change Use ❑ Relocate ❑ RV Placement ❑ Sign ❑ Establishing a Business ❑ Tempory 0 Shoreland Grading 0 Other, describe: Structure Type is: 0 Residence rincipal Structure 0 Accessory Structure 0 Boathouse (one story only) ❑ Open-sided/Screened Structure (gazebo, etc.) 0 Stairway to navigable waters ❑ Mobile Home ❑ Shipping Container 0 Other, describe Total Sq. Ft. of Project: Number of Stories: Overall Height: Fee Type Calculation Fee Amount ❑ Habitable Residential Principal and Accessory Structures - Enclosed Areas — all enclosed areas within dwelling except attached non -habitable garages $0.50 x sq ft (minimum $125) $ ❑ Dwelling Unenclosed Areas (decks, patios, etc.) or Attached Non -Habitable Garages $0.20 x sq ft (minimum $125) $ ❑ Non -Habitable Residential Principal and Accessory Structures _ G[� $0.20x �rn n_sq ft (mini u 75) $ ❑ Commercial Principal Structures $250 + $0.005 x cost of construction (minimum $250) $ ❑ Commercial Accessory Structures $150 + $0.005 x cost of construction (minimum $150) $ ❑ Municipal Principal and Accessory Structures n/a $0 (exempt from fees) ❑ Return Inspection 0 Land Use Revisions 0 Special Use Permit - Class A 0 Floodplain 0 Shoreland - Impervious Surface 0 Shoreland - Non -Conforming, etc. 0 Tower Siting/Collocation 1 0 Tower Collocation 2 0 Metallic Mine ❑ After -the -Fact (ATF) I $ Inspected by: Date of lnspett n: Re -Inspected by: Date of Re -Inspection: Denied by: Date of Denial: Reason for Denial: Date Denial Letter Mailed: Approved by- , , Date of Appro al: r Condi ' n(s): ust meet andii1aintain setbacks frokLJthest extension of structure including eaves and ove ngs. For personal storage only. ❑ For personal residence only. ❑ Kfor human habitation or sleeping purposes. 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. ❑ A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction (if applicable). ❑ 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 -Term Rental is for a maximum occupancy of persons. ❑ S' n must meet the requirements of Article E of the Bayfield County Zoning Ordinance. o 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 ❑ RytflCist be removed by o 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 P ` YFIELD 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: JENSEN,SCOTT A LU-02569 14165 E TUURA RD BRULE, WI 54820 Transaction Number. VANDERVENTER, CHARLOTTE M LU-02569-57473 14165 E TUURA RD BRULE, WI 54820 Description Amount Non -Habitable Residential Principal and Accessory $256.00 Structures - $0.20/square foot (minimum $75) Total: $256.00 Payment Amount: $256.00 Reference: 3773 Paid by: Scott A Jensen Payment Type: Check Transaction Date: 10/8/2026 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 / Nonconforming — No Shoreland — No / Impervious Surface — No Floodplain — No I Wetlands — Yes Mitigation — No / Affidavit #: LAND USE — X SANITARY — SPECIAL A - SPECIAL B/CONDITIONAL - BOA - BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION No. 26-0548 Tax ID: 26629 Issued To: JENSEN, SCOTT A & VANDERVENTER, CHARLOTTE M Location: S07 - T48N - R09W Town of Oulu Legal Description: PAR IN SE NE IN DOC 2024R-602345 Residential Structure in A-1 zoning district For: New Construction [1 - Story ], Principal Structure on a Slab [1280 Total sq. ft. ] Height of 10' (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 Emily Macgillivray work or land use has not begun. Authorized Issuing Official 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. October 08, 2026 This permit may be void or revoked if any performance conditions are not Date completed or if any prohibitory conditions are violated. Condition(s): Must meet and maintain setbacks from furthest extension of structure including eaves and overhangs. For personal storage only. Town/State/DNR/Federal may require permitting. To be constructed per plan. No sewer and pressurized water allowed in the structure.