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Home My WebLink About24-68S Hawbaker' ,:u^ ' Y,/ .%.. Department of Safety & Professional Services, Industry Services Division County^ BAYFIELD Sanitary Permit Number (to be filled in by Co.)•w- ^ Sanitary Permit Application In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1 )(m), Stats. State Transaction Number Project Address (if different than mailing address) Property Owner's Name DAVID & KATHRYN HAWBAKER Parcel # 32519 Property Owner's Mailing Address 600 W WOODLAND PR Property Location Govt.Lot City, State WASHBURN, Wl Zip Code 54891 1 or 2 Family Dwelling - Number of Bedrooms 3 D Public/Commercial - Describe Use D State Owned - Describe Use. Phone Number 262-515-2989 Lot # 5W •/,, NW •/,. Section 32 T^9_N R_4_E(Subdivision Name Block # ^ Citv of WASHRURN CSM Number D Village of D Town of A.New System )^] Replacement System D Other Modification to Existing System (explain)Additional Pretreatment Unit (explain) B.D Holding Tank In-GroundQ.V^t a At-Grade D Mound D Individual Site Design D Other Type (explain) c.D Renewal Before Expiration D Revision D Change of Plumber Transfer to New Owner Ast Previous Permit Number and Date Issued 7\Design Flow (gpd) 450 Design Soil Applicalioa Ra(e(gpd/sf) 0.6 Dispersal Area Required (sf) 750 Dispersal Area Proposed (sj798 _^System Elevation 100.5 Tank Information Capacity in Gallons New Tanks Existing Tanks Total Gallons # of Units Manufacturer 0 ui .s'w %IIE U Scptic or Holding Tank mnn rt ooo WIESER CONCRETE x Dosing Chamber |;,K;s^^;|Ki^i?j.s^U;i:^^i^:!;;!^wSiSMs Plumber's Name (Print) QUINN GRANGER Plumber's Signature ^MP/MPRS Number "987826 Business Phone Number 715-685-4330 Plumber's Address (Street, City, State, Zip Code) 39860 JENSEN RD, MARENGO, Wl 54855 Permit Fee PfcH Date Issued | Issuing Agent Signaturei^o"TQitoiz4|'.67R72fW^^/j&^^PX /6'82.3<b' ^Approvcd D Disapproved D Owner Given Reason for Denial Conditions ofApprovaVReasons for Disapprovala 5^4<^ ^'Ax-r^ art Wb^c^-sa S^^ .i^WC{ ^ W^C^. . ,,,^, n^^,^r%w^^'7^'' ^ o^'-T* m^/^'n ^ys+e/n ^^o^<'dj d^ceer-n^i-1 <» ProMy cr^W^ ^7i^ p8f SP^ 38S» Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6398 (R. 03/22) li . l i ^lE l :.i ! ~ 1 . : : in i i ;i i n :< © : :£ N ;: % ;w:J 5 ; »; 'w»T * . <u * t ' :: ^ : is § : •f f Vt :: * > : 'H I »:< s : : :. < - M :. t s : ;^0' : :iM ' : :: * . 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Coiw it^surtawelew; ::Re{iox:Des<»tptiM:i! :.Qu,iSz^C<»rti.!Cojof: K: "Texture: 1.:.: i'Eextwe: 3ep? to; IfmiUrtg factor: ;;:StoS(t(l'6 iGr;:Sz.;$h;: C&nsistence Septh'ie:limttJri9;fcctor. :Stnjetyre: :er.Sz:.:Sfc: Gonsfetmog m; Bounrfaty tin;; :B6ynetafy : Roots: ^SCTliAggfeatlonRate, iSR&W: *s!m.:.-iaffil Roots ^&SEE§2!S2£.5SS. :*jaimi :"£» I *;EfBuEmt«; »::&©D.>:3as220fflgft. ;aoeii %§: >30:£ :158;m0&.: ^•; Effluwt W ^•:BO% £:30! mg&^rt :TSS: s^3& ragfl.: •TSe| De{»rtmein| oi"<;?oinmerce M :a"' eeiuat: oipjsortoiilty se»"vl»»:{awlaw'ai8id^ employei"t"s;t(?^«tt need: assislaace to: aocess^sereices w\ ^nee<3; material: to ^ ffi : MternMel :fiwn»t,; ptease '• GOB&cti'the-3epartinent: at; <»&8"2S>-;3:1;3:1: er'TTY^ i 6W-264-87??.' SBWamaslXKKW):: CHECK BOX AS APPLICABLE. SYSTEM PLOT PLAN CHECK BOX AS APPLICABLE. SOIL EVALUATION SITE MAP PROJECT NAME: PAGE 2 OF 4Scale: 1"= 40' 40 GO '//////////. DAVID & KATHRYN HAWBAKER Attach design flow calculations for commercial plans 600 W WOODLAND DR.Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5)4" PVC , D3034PROJECT ADDRESS: BM Symbol: -^- TELEPED 19" ABOVE GROUND IMPORTANT: how ground elevation contours at suitable internals.Slope Gradlent (%)of Tested Area:Well Symbol (if applicable): Q d^i^ ^r-^e<- o^ii /Ve^T^ (C>;€6<-<r. ),< fis?$'^l\f^ f-'^f^^ 5efU^~k /Svf!><jr-fy /^C- PAGE 1 OF 4 In-Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In-Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg1 of 4 Pg2of4 Pg3of4 Pg4of4 lndex& Cover Sheet Plot Plan Dispersal Area Cross-Section & Plan View Management Plan Attachments:Enclosures: POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description DAVID & KATHRYN HAWBAKER CONVENTIONAL Owner Name(s): DAVID & KATHRYN HAWBAKER phone: 262 -515 -2989 Owner Address: 60° w WOODLAND DR., WASHBURN, Wl zip: 54891 Project Address: SAME Govt. Lot:sw 1/4 of NW 1/4, Section 32 .,T 49 N-R or W Township: WASHBURN CITY Project Parcel ID #: 32519 County: BAYFIELD Designer Information Designer Name: QUINN GRANGER _ Phone: 715 .685 .4330 Designer Address: 39860 JENSEN RD, MARENGO, Wl E-mail: quinn@qspmllc.com Zip:. 54855 This space reserved for approval stamp. License Number: 987826 Remarks: Signature:Date: 6/12/2024 Original ^ignatufe required on each submitted copy. ii l i l i i [ i ! i i l l i | i i j l l i | l l l l ^ l i i ? i i l i ^^ - ~ ^ . ^ ^ ^ ^ ^ . ;l ^ ^ i i l i i ^ ^ l ^ ! ; i i i ; ^ ^ i : i : ; ; ; ^ ; ; l ; ^ ! ^ t ^ : ; : ^ l . ; ll i l E I ^ I ^i » ^ ^ N : t : : : : : : : » : : : : : : : ; ! • : ; : : : • : . i : ;< , : ^ W K - S f W w ^ t w W . W^ V M m ^^ t ' ' " ' i ^ l ^ l ^ ^ ^ ^ |^ _ j | i | ^ g m ^ m B a | | | | ,^ , ^ i ~ l - ~ ^I P l i ; l : ; : : : l N ; l ^ ! i ^ IN-GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard-W Chambers 3-ft Trench (down-sizing credit) SOIL COVER Septic Tank(s) Manufacturer:WIESER CONCRETE 1000 gal POLYLOK Septic Tank(s) Volume(s): gal — gal Effluent Filter Manufacturer: gal Effluent Filter Model #:;. PL-525 12" mln. trench depth(typical) 34"sz;':.'"'4.:-. (typical) TYPICAL TRENCHCROSS SECTION VIEW (No Scale) Quick4 Standard-W w/ End Cap (typical) System Elevation = '""•"' ft (typical) (Show location of inlet / outlet pipe connection on plan view.) Provide minimum 3 ft separation between trenches. Observation Pips(typical) Install per manufacturer's Instructions. 9----^-------^----^asaaaH»^a» -T -y^- - - - -^—— TYPICAL TRENCH PLAN VIEW (No Scale) (typical) INSTALL PER TRENCH: 13 Quick4 Std-W @ 20 f<2 EISA/chamber = 26° Pairs of end caps @ 6 ft EISA/pair = ft2 ft2 A =3.0 ft (typical) -Quick4 Standard-W Chamber (typical) (mfd by I nfiltrator Systems, Inc.) Install pursuant to manufacturer's instructions. I0m 000 = Proposed EISA per trench = 2^ft2 Required Infiltration Area = ' ^u ft' trenches = Proposed Total EISA = 798 Distribution Method: branched manifold 4" CAST-A-SEAL 8'-8"- TOP VIEW 4" CAST-A-SEAL PUMP PAD SIDE VIEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS WLP1000 TANK SPECIFICATIONS DIMENSIONS:WALL: 2 1/2" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 53 1/4" LENGTH: 8'-8" WIDTH: 7'-2" BELOW INLET: 42" LIQUID LEVEL: 36"WEIGHT: BOTTOM 6,790 LBS.COVER 3,195 INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER:WISCONSIN SEE DETAIL f\0(OTHER STATES SEE CHART) LIQUID CAPACITl': 27.83 GAL/IN HOLDING TANK:OUTLET HOLE PLUGGEDACTUAL CAPACITY: 1,085 GALLONS LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS:SEPTIC / HOLDING / PUMP OR SIPHON COVER: MIX DESIGN #8 (NO FIBER)TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT WIESER CONCRETE REVIEWED BY REVIEW DATE DRAWINGS SUBMITTEDFOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: §z< upa,Qw "SHEET NO." 1 OF 1 33.02C83.9cm] 6.5" (16.51cm) SEALED BALL MATERIAL-HOPE 4" (10.16 cm) BAHTRAVEL r \— 5.7$[14.7cm] H 20.71 L52.6 cm] FILTER CARTRIDGE MATERIAL- FILLED POLYPROPYLENE HOUSING MATERIAL- POLYPROPYLENE MATERIAL - PVC luiiiijiiiiijiieiiinuiiiinnu !ALLPUS.HROD..-_ c;[=nTinM A./FACTORY INSTALLED oc^ ' '^IN M"/ MATERIAL - FILLED POLYPROPYLENE POLYLOK PL- 525 - 625 CUTAWAY 4" AND 6" FACTORY _ —-^OPTIONAL BUSHING INTAU:ED PIPEOUTLET (FOR 4" THIN WALL PIPE) PARTN0.30142-ROR OPTIONAL FLOAT SWITCH (FOR 110 MM. PIPE) PART NO. 30142-EUR PAGE 4 OF 4 In-ground Gravity Management Plan IMPORTANT: The owner of this in-ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wise. Admin. Code. Pursuant to SPS 383.52 (2), Wise. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wise. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = ___450___ gpd; BOD5S220 mgL-1; TSS S 150 mgL-1; FOG^30mgL-1 Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (/.e., pumps, valves, switches, floats, etc.) o material fatigue (/.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (;".e., exceeding design capacities, prohibited activities, ete.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (/.©., pump re-cyding, float switch settings, etc.) o electrical components - if applicable (;'.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats, when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wise. Admin. Code. o affluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wise. Admin. Code. Report any component failure or malfunction to: Name of individual or company: QS PLUMBING & MECHANICAL LLC p,^, 715-685-4330 Local go.ernm.nt unit: BAYFIELD COUNTY ZONING ?,„„„ 715-373-6138 Local government unit address: 117 E 5TH ST, WASHBURN, Wl ^p, 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wise. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wise. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wise. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in-ground dispersal component may be abandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wise. Admin. Code. B-JLTFIELD Bayfield county Planning & Zoning Department 117 E 5th Street P.O.Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-4010 Property Owner: HAWBAKER, DAVID C & KATHRYN M 600 WOODLAND DR WASHBURN, WI 54891 Description Total: Payment Amount: Submission Number: SS-00362 Transaction Number: SS-00362-F21A Amount $0.00 $400.00 Reference: Tax ID 32519 / Check #1964 Paid by: QS Plumbing and Mechanical Payment Type: Check Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. Real Estate Bayfield County Property Listing Today's Date: 6/12/2024 Property Status: Current Created On: 3/15/2006 1:16:10 PM Description Updated: 7/18/2013 Ownership Updated: 7/18/2013 Tax ID: PIN: Legacy PIN: Map ID; Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Qaims: First Dollar: ESN: Tax Districts 32519 04-291-2-49-04-32-2 03-000-03000 291100607000 (291) Cm/ OF WASHBURN S32 T49N R04W PAR IN SW NW IN V.1110 P.195 2449K 1.656 1.656 0 Yes 102 Updated: 3/15/2006 1 04 291 046027 001700 y Recorded Documents STATE COUNTY CITY OF WASHBURN SCHL-WASHBURN TECHNICAL COLLEGE Updated: 3/15/2006 B WARRANTY DEED Date Recorded: 7/1/2013 2013R-550289 1110-195 63 TERMINATION OF DECEDENT'S INTEREST Date Recorded: 7/1/2013 2013R-550288 1110-191 83 WARRANTY DEED Date Recorded: 4/11/2006 2006R-506071 941-867 H CONVERSION Date Recorded: 298-252;663-195 DAVID C & KATHRYN M HAWBAKER WASHBURN WI Billing Address: DAVID C & KATHRYN MHAWBAKER600 WOODLAND DR WASHBURN WI 54891 Mailing Address: DAVID C & KATHRYN M HAWBAKER600 WOODLAND DRWASHBURN WI 54891 Site Address * indicates Private Road 600 W WOODLAND DR PropertY Assessment WASHBURN 54891 Updated: 8/28/2023 2024 Assessment Detail Code Acres Gl-RESIDENTIAL 1.656 2-Year Comparison 2023 Land: 23,300 Improved: 194,500 Total: 217,800 Property History Land Imp. 23,300 194,500 2024 23,300 194,500 217,800 Change 0.0% 0.0% 0.0% N/A ^'^ -V ^^ Private Sewage System Maintenance Agreement Owner(s) Name David L \^\)f\\^r Owner(s) Mailing Address ^00 -\-Jo<b(U^^\ S)fH/6 Site Address (^00 ^ ^ocoLl<?.A^ Onue_/ Tax ID # 33,5-^ As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil tester's report and approved plans and specificattons on file with Bayfield County Planning and Zoning Department The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed kwation in accordance with rules established in the Wl Adm. Code, as from time to time amended. (COMPLETE Legal is required) .1/4 of _______1/4 Section ____-__Township _____.N. Range ____W. Addrtional Legal Descnpfcn: l^jA-5-^^^-^LLloPM-^-^ k Town of ______________———- (Acreage) J_*J£.2_ Gov'tLot Lot ______ Btock______ Subdivision __i<-7_€_.A.|^-CW-4-e-€-(i— Lot _____ CSM # ______ Vol. ___„ Page _____ CSM Doc #. DOCUMENT NUMBER2024R-603579 DANIEL J. HEFF-NER REGISTER or DEEDS BAYFIELD COUNTY. WI RECORDED OS/ 1 2/2024 AT 9:20 AM RECORDING FEE. $30.00 PAGES: 3 Recording Area Return To: ^ ^ ^ ^ ^ :^ |;)1 E 1!" 1^ " n ^ Planning and Zoning apartment'p- JUN 1 32024 In-ground gravity D Mound D In-ground dosed D In-ground pressure distribution Sewage System: D At-grade Sewage System D Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of installation and at least'once everythree (3) years thereafter unless, upon inspection by a Itoensed master plumber or other person authonzed to make such inspection, the tank is found to have less than one-ttiird (1/3) (rfttie volume occupied by sludge and scum. Pumo Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank Is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Seotic Tank Effluent Filter (system types A through E): The septictank effluent fitter shall be inspected and maintained as necessary and in accordance with manufacturer's specificattons. Fitter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dteoersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. Mounds. At-arade. and In-around Pressure System Laterals (system types C. D and E): The laterals shall be flushed out and swabbed if needed when thiwastewater distribution cell component is inspected as provided above. Owners) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by BayfieU County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazaFd caused by the system. Bayfleid County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Ovmer(s) Name(s) - Please Pri[I>wi^ rt^boJcev ~^yf-ci^ ^6//^O^y ^o° ^t' Notarized Owner(s) - Signature(s) tpfl^Jlt 1^ Notary ^<W1A^.isl SEAL y^-y/-. ~ - —-<?-^^s^ f-h 90^'^<V/»."^""!«!<\ \i^z^_'< ^»''. '/'i^u couv\^'//"i7iTit Proofed by: Drafted by. _l)Al^i^"4.^/'Date: ___^_:_/J-_rAtL u/forms^sanitafy/sepBcmaintence agreement Revised July 2020 Document Number State Bar of Wisconsin Form 1-2003 WARRANTY DEED Document Name THIS DEED, made between MARGARET A. SCHLEITWILER, AN UMSEMARRIED WIDOW, .("Grantor," whefher one or more),and DAVID C. HAWBAKER AND KATHRYN M. HAWBAKER, HUSBAND AND WIFE, AS SURVIVORSHIP MARTIAL PROPERTy, .("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in BAYFEELD _County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): See the annexed Exhibit A which is incorporated herein by reference. PATRICIA A .OLSON BAYFIELD COUNTY, WIREGISTER OF DEEDS 2013R-550289 07/01/2013 02:50PMTF EXEHPT t: BECORDIN8 FEE: 30.00 TBflNSFER FEE: 457.50 PflfiES: 2 Recording Area (\0 Choice Title Name and Return Addi b^id <wLCoAhlOHM LOl •S^-?£) I 320 Main Street Wes ^q^g Ashland,W154806| 04-291-2^(9-04-32-2 03-WO-03000 This Parcel Identification Number (PIN) IS homestead property. (is) (is-flet) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. Dated ^A?, <S»'5 _(SEAL). • MAS^XRET A. SCHLEITWILER .(SEAL) .(SEAL)..(SEAL) AUTHENTICATION Signature(s) ACKNOWLEDGMENT STATE OF WfSCONSW <s^^<-/t/- authenticated on /%c ) )ss.COUNTS ) TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) Personally came before me on C^L the above-named MARGARET A. SCHLfelT^ILER, to me known to be the peTson(s) who executed the foregoing instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: ATTORNEY MATTHEW F. ANICH, SB#1017169 DALLENBACH, ATOCH & WICKMAN, S.C., ASHLAND,Notary Public, i^tate of Wisconsin iwl — My Commission (is permanent) (expires: <5/^, (Signatures may be authenticated or acknowledge^. -)wNOTE: THIS IS A STANDARD FORM. ANY MODlFlCATrONS TO THIS FORM<SJ?103LtLBS®B£AaLY IDEBpTIFIED.WARRANTyDEED © 2003 STATE BAR OF WISCONSIN SHERYL GUILL f^KM NO. 1-2003 * Type name below signatures. ... _ .^ ^ ^ ^ r- ^ NOTARY PUBLIC. STATEOF ILUNOlS10 P 1 ^ ^ L-MYCOMM'SSION EXPIR£S;08^/T3' EXBBBFTA TO WARRANTS DEED A parcel of land in the Southwest Quarter of the Northwest Quarter (SW'/WW^), Section Thirty-two (32), Township Forty-nine (49) North, Range Four (4) West, City ofWashburn, Bayfield County, Wisconsin, described as follows: Commencing at the Northwest corner of said SWy4NW/4; thence South 89°05' East, a distance of 512.92 feet; thence South 00°40' West, a distance of 16.5 feet, to the point of beginning; thence South 89°05* East, a distance of 229.93 feet; thence South 00°40' West, a distance of 313.64 feet; thence North 89°05' West, a distance of 229.93 feet; thence North 00°40' East, a distance of 313.64 feet to the point of beginning. V1110 P196 BAYFIELD COUNTY SANITARY PERMIT # 24-68S STATE SANITARY PERMIT ◻TRANSFER/RENEWAL PREVIOUS NO. OWNER: DAVID & KATHRYN HAWBAKER PROPERTY LOCATION: CITY OF WASHBURN SW ¼ NW ¼ SEC 32, T49N, R4W PLUMBER: QUINN GRANGER LIC. #: 987826 ALESSANDRO HALL 6/26/2024 AUTHORIZED ISSUING OFFICER DATE Condition: System to meet all setbacks. Management plan to owner. Properly maintain per recorded agreement. Properly abandon existing/old system per SPS 383. THIS PERMIT EXPIRES 6/26/2026 UNLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (R. 06/23) CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority.