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HomeMy WebLinkAbout26-10S^•—'yt, Industry Services Divi `rC�i V Cowry BAYFIELD 4822 Madison Yards EHiEpEp Madison, WI 53705 Sanitary Permit Number (to be filled in by Co.) �� P.O. Box 7162 FEB 10 202 Madison WI 53707-7162 I o S p {p Sanitary Permit Application Planning and Zoning A *i'165e Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Project Address (if different than mailing address) 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 Missionary Point Dr purposes in accordance with the Privacy Law, a. 15.04(lxm), Stats. L Application Information — Please Print AB Information Property Owner's Name Parcel # 14,X 3W/I KURT J. & SARA L. BONNESTETTER 04-021-2-44-06-3 05-003-21000 Property Owner's Mailing Address Property Location 111 Iowa Street Govt. Lot 3 35 City, State IZip Code Phone Number Cykinger, IA 150528 712-260-0950 ____¼._/4, Section T` 4 N R 06 E or W IL Type of Building (check all that apply) Lot # Subdivision Name Ell or 2 Family Dwelling —Number ofBedrooms 4 1 Block# ablic/Commercial — Describe Use City of ❑State Owned — Describe Use Village of CSM Number #2199, V. 12, P. 429 ✓QTewn of Grand View III. Type of POWTS Permit (Check either "New" or "Replacement" and other applicable on Hue A. Check one box on line B. Complete line C 11 12plicab1e.) A. �✓ New System 1-1 1 pceplacement System DOther Modification to Existing System (explain) Additional Pretreatment Unit (explain) B. ❑Holding Tank ae In -Ground at1'irade Mound Individual Site Design Older Type (explain) (conventional) C. ❑ Renewal Before ❑Revision ICbange of Plumber Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. DispersaVl'reatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sl) I Dispersal Area Required (at) I Dispersal Area Proposed (sf) j System Elevation 600 0.7 857.15 1892 96.50' Capacityin Total 4/of Manufacturer Tank Information Gallons Gallons Units m f U '$ " y a Existing Tanks New Tanks e n. U g rn 3 0 itO W Septic or Holding Tank 1250 1250 1 wieser ✓ Dosing Chamber c V. Responsibility Statement -I, the undersigned, assume respo bility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) P is gn MP/MPRS Number Business Phone Number RYAN STRAND 798301 715-558-1673 Plumber's Address (Street, City, State, Zip Code) 10571 N Town Industrial Park Hayward, WI 54843 VI. County/Department Use Only ➢Y Approved O Disapproved Permit Fee I Date Issued lss ing t S, azure // ❑ Owner Given Reason for Denial `7 rj%J �p /'// / / Conditions of Approval/Reasons for Disapproval 5t %J ,, Attach to complete plans for the system and submit to the County only on paper not less than a In a II inches in size SBD-6398 (R. 03/21) Page 1 of ki SOIL TEST g r 0? r. s D artmentof Safety& Professional Services Division of Industry Services FEB 2026 SOIL EVALUATION REPORT to accordance with SPS 385, Wiis. Adm. Code Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, Parcel I.D. 'fi4lC 11D, 386"l but not limited to vertical and'horizontal reference point (BM), direction and percent slope, y 21 scale or dimensions, north arrow, and location and distance to nearest road. D'/... 62-1-zr 'C� '/ l5 & Date Please print all information. 1 / e Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner I(ajT _.J. I Property Location �/ ❑ t SAM 1• �.J r c 11 T� Govt. Lot 3 r' '/. —` S 3S T `,4 N R ob E. -W Property Owner's Mailing Address Site Address or CSM and Lot STR&- LOT I c s/i'1 Z 4'i V L, P City, State, Zip Phone Number ❑ City ❑ village Town Nearest Road GYLIM( 1� TA 5)SZ(111) .„&0- I MN1) yta") F: 0 NewConstruction Use: jResidential/Numberofbedrooms ___ Code derived designflawrate_b€)GPD Replacement ❑ Public or commercial -Describe: Flood Plan elevation if applicable ft. Parent material___________________________5�D1� W General comments and recommendations:�07tQ,�y't-1� T/LUnsr tl7 I �� s� • Boring # ❑BoringSPit Ground surface etev._1DkA. Depth to limiting factor_ in. ! elev Z. $6 ft. Soil Aonlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 ti o , o154gz.sf --- f s 1 -rn,sb d, s 0.7 1 10-z4 75YR 3 -- 1�nsW< dl z •ep D.1 t.6 3 2 g - q' / ��'3 r S ,cj •- jM o 1. 4'f 7 R`� g d �- 1TP4 D.`7 1. Boring # ❑Boring Pit Ground surface elev.• ?t9 ft. Depth to limiting factor. ! elev.ft. • Cnii Annli,' finn l?nin Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Etf#1 *Eff#2 I 0-4( D. ,. Z- 4- 7.5 y 3 4 --� s d l eg o •7 1.0 3 to..3&, 7.0 YR 4/q S p 9wc..co t.7 i4 3 7(K1/, ... .5 CLt 6 ► _ l., CST Name (Please Print) Signal T Number MARY JO HUPPERT (Hollister's Soil Testing & De i n) 048900002 -SP Address Date Evaluati onducted Telephone Number 25720 Firefly Lane, Webster, WI 54893 OS'— Z 2.O i5 715-428-1775 -S* Effluent #1 = BOO > 30 5 220 mglL and TSS > 30 5150 mg/L ` Effluent #2= BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03/22) i►0'�'V��` � .� s � f� � ; Page.of)44 ❑ Boring Boring # pit Ground surface elev. l�•�ftFEB 1�. Imiting factor=n. ! elev. V ft. ❑ Boring [I] Baring # ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. ❑ Boring ❑ Pit Ground surface etev, ft. Depth to limiting factor in. / etev. ft. ❑ Boring # Rnil Annlir atinn Rate Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Horizon *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 s 220 mglL and TSS > 30:9 150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS s 30 mglL plot Plan ftB 0 ?J)26 Page 3 of'-'! . PROPERTY OWNER. a ref KA X. �] 5 - ON in . (except where noted) /� Legal Description[�� _� � 3 T ! .c�► L44114?, U (Z � 'f Z4 S � � = backhoe pit Z G� .. LIt1 /1 / 7 r+ L w C iaH2_ 7 i �inii •'kA •3 qt Y l n. North Site lo'catior s. PAGE 1OF4 4 FEB 10 2026 In -Ground Gravity Plan 6ynd Zonng Agency Index & Cover Sheet pianning Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 4 Pg 2of4 Pg3of4 Pg4of4 Attachments: Tank Specs Filter Specs Tax Statement AJJ-:: : Project Address: Govt. Lot: 3 Township: Index & Cover Sheet Plot Plan Dispersal Area Cross -Section & Plan View Management Plan POWTS Applic SD�Vji 4 V4*441I%# ***13 pages total Project Name I Description for Review 'rt R Cite M app*** Vt IDt ! R. CADA I RnHIP rc-rrrPCR ..._. _ _ „ 71? pan 0950 111 IOWA STRFFT, (WINDER IA Zip_ 50528 MISSIONARY POINT DRIVE 1/4 of 1/4, Section 35 ,T ` 4 N -R 06 Ell or W ✓� GRAND VIEW County: BAYFIELD Project rarcei iii: `' 05-003-21000 TAX ID: 38641 Designer Information Designer Name: MARY JO HUPPERT Designer Address: 25720 FIREFLY LANE, WEBSTER, W! E-mail: holiisterdesign@outlook cnm License Number: Reiiiai'ks: 185-007 Signature: refit! .ai er e£ub+^.2!ed ropy. Phone: 715 426 - 1775 Zip: 5'!393 1!!Ifrl!q q _'�.i. .l,n hl S:r1�i'1>rrti: �7lil s!iinp. `1 01 .cENED FEB 10 2026 plot Plan Page � of t4 hayfield Co. evy planning and toning flnF- —� A PROPERTY OWNER: /`u KT� Bo N11) ETi(K— ,__ n. (except where noted) GOVT LOT 3 L a C&n ##"z-I�f VIZ pAizg _ 35 U = backhoe pit Ixga! Description: 2.476 T'PI 1 Dhw) - ►Vnl AC 6Ra4 h V1LW &4YFIEI-D o i'uW I D= W S `f-02.1-2- gq-46-35-`/ 05- 003- zi DAD 3 �Y1 dz North ,, c\v� �ppXD 0 - bit 05 CONrvwRs am 3Y Pvm? 6, yi Ur8 � ' opg -,z6 0 spay Gu\ FIH 7� FaD� L 94.9c 1 F 081 Site location: IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) SOIL COVER min. 12" (typical) Septic Tank(s) Manufacturer: WIESER Septic Tank(s) Volume(s): 1250 gal gal gal gal Effluent Filter Manufacturer: ORENCO Effluent Filter Model #: 72" min, trench depth (typleal) TYPICAL TRENCH CROSS SECTION VIEW F (typical) 3(No Scale) :a' System Elevation = 96.50 ft (typical) Quick4 Standard -W w/ End Cap (Show location of inlet / outlet pipe connection on plan view.) (typical) ----------��-----;/ t t -------------------��--- B= 90 ft (typical) INSTALL PER TRENCH: 1 1 Quick4 Std -W @ 20 ft2 EISA/chamber = 220 ft2 + 1 Pairs of end caps @6 ft2 EISA/pair = 6 ftZ Provide minimum 3 ft separation between trenches. Observation Pipe (typical) Install per manufacturers / Instructions. TYPICAL TRENCH PLAN VIEW (No Scale) TA = 3.0 ft (typical) o e', 600 GPO / 0.7 LR = 857.15 FT. £Quick4 Standard -W Chamber (typical) 857.15 / 20 EISA = 42.86 OR 44 Uy Infiltrator itrt�a� Syy stems, Inc.) 44 X 4 FT. = 88 FT. Install pursuant to manufacturers instructions. (4) 3 FT. X 44 FT TRENCHES (ACTUALLY CENTER FEED) = Proposed EISA per trench = 226 ft2 Required Infiltration Area = 857.15 ft2 Distribution Method: x 4 trenches = Proposed Total EISA = 1004 ft2 branched manifold KURT & SARA BONNESTETTER D C) m W O a PAGE 4 OF 4 FEB 1020261n -ground Gravity Management Plan IMPORTANT: Bayr'eld co. r.annln9 and zoning Agency The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. 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), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 600 gpd; BODS ≤ 220 mgL"'; TSS ≤ 150 mgL-'; FOG ≤ 30 mgL 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 (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.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 (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (i.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, Wisc. Admin. Code. o Effluent 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 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Local government unit: BAYFIELD COUNTY ZONING Local government unit address: WASHBURN, WI RYAN STRAND Phone: 715-558-1673 Phone: 715-373-6138 ZIP: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. 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, Wisc. 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, Wisc. Admin. Code. sfl *1 2? WLP1 250 -MR TANK SPECIFICATIONS 1204" 4" CAST -A -SEAL mi in FILTER OR BAFFLE 4" CAST -A -SEAL Vt 1 U11 7 U O �Y � a DIMENSIONS: WALL: 2 1/2" BOTTOM: SEPTIC 3" COVER: 5" MANHOLE: 24" 1.0. PRECAST CONCRETE RISER HEIGHT: 52 1/2' O.D. LENGTH: 120 1/4" O.D. WIDTH: 84" O.D. BELOW INLET: 41' O.D. LIQUID LEVEL 36" WEIGHT: 8,810 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 34.81 GAL/IN HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 1,323 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 110 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WESER CONCRETE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: W u Y � 0° N N21 O TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS 4 -in. (100 -mm) Biotube® Effluent Filters Biotube filter cartridge Biotube filter vault Extendable by r tee handle r1 ` Vented top plate, standard Biotubes B 102026 Bayri-ld Co. I and Zoning Agency Flow modulation plate (optional) Vault Inlet holes Applications Orenco® 4 -inch Biotube® Effluent Filters are designed to remove sol- ids from effluent leaving residential septic tanks. They can be used in new and existing tanks at flows of up to 1200 gpd. General Orenco 4 -inch Biotube Effluent Filters (U.S. Patents No. 4,439,323 and 5,492,635) are used to improve the quality of effluent exiting a septic tank in a residential septic system. Increased effluent quality improves system performance and extends drainfield life. The Biotube cartridge fits tightly in the vault and is removable for maintenance. The tee handle can be extended for easy removal of the cartridge. Standard Models FTS0444-36, F 50444-36M, FW0436-28, FrW0436-28M FTW0444-36, FTW0444-36M Product Code Diagram FT[I]004❑-❑-❑ low modulator and float switch bracket options: Blank = no options selected M = flow modulation plate instaled A = float switch bracket installed Cartridge height. in. (mm): 28 = 28 (711). standard 36 = 36 (914), standard Filter housing height, in. (mm): 36 = 36 (914), standard 44 = 44 (1116), standard 4 -in. (100 -mm) fitter diameter outlet tee: W = fits Type 3034 outlet tee 5 = fns Schedule 40 outlet tee Filler mesh option: Blank = W -in. (3 -mm) fitter mesh P = Lis -in. (1.6 -mm) filter mesh Biotube" effluent filter Materials of Construction Vault PVC Biotube® cartridge Polypropylene and polyethylene Handle components PVC, polyethylene, stainless steel Orenco Systems= Inc., 814 Airway Ave., Suihertin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-FT-F S-1 Rev. 3.0, ® 05118 Page 1 of 2 WVED FEB 10 2026 Bayfield Co. planning and Zoning Agency ABC Li Specifications Model FTS0444-36, FTW0444-36 FTS0436-28, FTW0436-28 A - Vault height, in. (mm) 44.00 (1118) 36.00 (914) B - Cartridge height, in. (mm) 36.00 (915) 28.00 (710) C - Inlet hole height,* in. (mm) 21.25 (540) 19.25 (489) D - Nominal diameter, in. (mm) 4.00 (100) 4.00 (100) Number of inlet holes 8 8 Inlet hole diameter, in. (mm) 1.13 (29) 1.13 (29) Discharge orifice diameter, in. (mm) 4.00 (100) 4.00 (100) Discharge coupling diameter, in. (mm) 4.00 (100) 4.00 (100) Fitter surface area, ft' (m2) 5.1 (0.50) 3.9 (0.40) vent (on optional flow modulation plate) orifice (on optional flow modulation plate) 1.5 (0.15) Number of discharge orifices 2 Discharge orifice diameter, in. (mm) 0.50 (12.7) Number of air vents 1 Air vent diameter, in. (mm) 0.50 (13) • Inlet hole height can vary depending on the configuration of the lank. Optimum hole height is 70% of the minimum liquid level. r Fnerarea is defined as the total surface area of all individual Biowbes• within the filter cartridge. Flow area is defined as the total open area (or area of the mesh openings) of all the individual Biotubes within the filter cartridge 1.2 (0.12) NT0-Fr-FTS-1 Orenco Systemse Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.arenco.com Rev. 3.0, © 05/18 Page 2 of 2 Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 1/27/2026 Created On: 10/25/2021 10:10:01 AM Description Updated: 6/6/2022 Ownership Updated: 6/6/2022 Tax ID: 38641 SARA I & KURT J BONNSTETTER CYLINDER IA FEB 10 2026 PIN: 04-021-2-44-06.35-4 05-003-21000 Legacy PIN: ilIDg Address: Mailing Address: Bayfield Co. Map ID: SARA I & KURT J SARA I & KURTJ Planning and Zoning Agency Municipality: (021) TOWN OF GRAND VIEW BONNSTETTER SONNSTETTER STR: 535 T44N R06W 111 IOWA ST 111 IOWA ST Description: LOT 1 CSM #2199 IN V.12 P.429 CYLINDER IA 50528 CYLINDER IA 50528 (LOCATED IN GOVT LOT 3) IN 2022R- 594763 it' Site Address * indicates Private Road Recorded Acres: 2.970 N/A Calculated Acres: 2.970 Lottery Claims: 0 - Property Assessment Updated: 4/19/2022 First Dollar: No ESN: 114 2026 Assessment Detail Code Acres Land Imp. Tax Districts Updated: 10/25/2021 G6 -PRODUCTIVE FOREST 2.970 4,100 0 1 STATE 2 -Year Comparison 2025 2026 Change 04 COUNTY Land: 4,100 4,100 0.0% 021 TOWN OF GRAND VIEW Improved: 0 0 0.0% 041491 SCHL-DRUMMOND Total: 4,100 4,100 0.0% 001700 TECHNICAL COLLEGE +- Recorded Documents Updated: 3/15/2006 [} Property History O WARRANTY DEED Parent Properties Tax ID Date Recorded: 5/24/2022 20228-5947°' 04-021-2-44-06-35-4 05-003-20000 O CERTIFIED SURVEY MAP - - Date Recorded: 9/22/2021 2021R-591063 12-429 O CONVERSION 473164 297-470;328-388;824- Date Recorded: 752 HISTORY O Expand All History, White=Current Parcels Pink=Retired Parcels O Tax ID: 17048 Pin: 04-021-2-44-06-35-4 05-003-20000 Leg. Pin: 021108501000 36641 This Parcel t Parents Children Private Sewage System Maintena Owner(s) Name Kurf/Sa''a' 6ohDs /a - e r Owner(s) Mailing Address �yy�r, de r to &,1 0-' P.O. Box d� sosz9 f,P// 64 for Tax ID# 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 specifications 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 location in accordance with rules established in the WI Adm. Code, as from time to time amended. (COMPLETE Legal Is required) 1/4 of 1/4 Section 25 Township _____N. Range o6 W Additional Legal Description: Town of Gtr n tt 1/'e CL) (Acreage) 2.97 Gov't Lot —F Lot_ Block Subdivision Lot J CSM # Z / 9 Vol. /Z Page yZ CSM Doc # 2. /99 C9 In -ground gravity ❑ Mound DOCUMENT NUMBER 2025R-609 175 DANIEL J. HEFFNER REGISTER OF DEEDS BAVFIELD COUNTY. WI RECORDED 09/15/2025 AT 1 1: 1 1 AM RECORDING FEE: $30.00 PAGES:2 Area Return To: REC::VED Planning and Zoning Department SEP 16 2025 .3 itlennt.,..SaYfie,d Co. ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: ❑ At -grade Sewage System ❑ 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 every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum. Pump 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. Septic Tank Effluent Fitter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWfS 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 -grade, and In -ground Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield 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 hazard caused by the system. Bayfield 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. Owner(s) Name(s) — Please Print Kurt gorinsle7t'ler Sara 6oi,nstte.tter Subscribed and sworn to before me on this date: -1-Ito epos s r.� WENDI J. C . Commission Nu Notarized Owne $ — Signature(s) Notary Public OM1" October 19, VVeridl' J. Cvo'wFDv4 My Commission Expires: 10-I -Fl r Proofed by: urfomis/sanitary/septicmaintenceagreement Revised July 2020 Legal Descriotion /pi One (1), Certified Survey Map No. 2199 as recorded in the Office of the Register of Deeds for Bayfield County, on September 22, 2021 in Volume 12 of Certified Survey Maps, Page 429 as Document No. 2021R-591063, located in the Town of Grand View, Bayfield County, Wisconsin RECEIVED SEP 16 2025 Baeld Co. Planning and Zoning Agency 13A FIELD 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: BONNSTETTER, SARA I & KURT J 111 IOWA ST CYLINDER, IA 50528 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00382 Transaction Number: SR-00382-3DF77 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 3152 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 2/23/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. R VFIELD 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: BONNSTETTER, SARA I & KURT J 111 IOWA ST CYLINDER, IA 50528 Description Private Sewage System (Septic Tanks) Submission Number: SS -00706 Transaction Number: SS-00706-3DDC2 Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 3209 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 2/23/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-1 OS STATE SANITARY PERMIT OWNER: SARA I & KURT J BONNESTETTER GOVT LOT: LOT: 1 BLK: CSM: 2199 V1 2,P429 1/4 1/4 SEC: 35, T 44 N, R 6 W TOWNSHIP: Grand View SOIL TEST: 8-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND TRACY POOLER DATE: 2/23/2026 Authorized Issuing Officer 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 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. PREVIOUS PERMIT #: LICENSE: # MP 798301 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 2/23/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION