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HomeMy WebLinkAbout26-28S�•"""'"I.I Industry Services Division Cou nty S /• //�� 4822 Madison Yards Way •• \I:/ ` S- oU 7 Madison, WI 53705 Sanitary Permit Number (to be filled in by Co.) J P.O. Box 7162 ��— Madison,WI 53707-7162 Sanitary Permit Application State Transaction Number In accordance 3.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior ing a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary 1.j 5 ` /4 ('• purposes in accordance with the Privacy Law, s. 15.04(l)(m), Slats. - O J / Vat LX, It 12/1 I. Application Information - Please Print All Information Property Owner's Name Parcel # -r4X:Fo- Phone Govttt Na f a '/,,Cr E%, Section O() of Building (check all brat apply) Lot # T N R V F1 E or W Subdivision Name A�R..'Type 14` or 2 Family Dwelling — Number of Bedrooms I a'ublic/Commercial — Describe Use Block # Cityof ❑State Owned — Describe Use Village of CSM Number *334, U3, if /7 [ro-of able- III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C i .!livable.) A. ]New System �... []Replacement 11r71µ"Cep7a..., System QDlter Modification to Existing System (explain) Additional Pretreatment Unit (explain) B. Holding Tank I 7(µo1 -Ground DAt-Grade ❑Mound Individual Site Design Other Type (explain) (conventional) C. ❑ Renewal Before []Revision jChange of Plumber ❑Transfer to New Owner 1st Previous Permit Number and Date Issued Expiration Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (sf) Dispersal Area Proposed (51) System Elevation Capacityin Total #f Manufacturer Tank Information Gallons Gallons Units a yy o $ u New Tanks Existing Tanks S tG U 'm `w ri I V. Responsibility Statement- I, the undersigned, assume responsibility for Installation of the POWTS shown on the attached plans. I US 7vuThdumIa WS11&3 VI. County/Department Use Only Approved ❑ Disapproved Permit Fee I Date Issued �L Issuing t S' �j Is ❑ Owner Given Reason for Denial 9 n ',� // _ - Conditions of Approval/Reasons for Disapproval & aA4a c%'d ca -id. 1 /aR 16 2026 Bayfield Co. Planning o. ; Zoning Agency to complete plans for the system and submit to the County only on Diner not less than S In x 11 inches in size SBD-6398 (R. 03/21) 5r<-OO3 g� AA ip `BERTb-a`o Page 1 of OL Professional Services �•� •"":' �,. Wisconsin Depar 'nentof Safety & ;r��;� ;� p'Msion oflndustryServices SOIL EVALUATION REPORT Wis. Adm. Code County \ / M Attach complete site pion on r in accordance with SPS 385, less than 8112 x 11 inches in size. Plan must include, Parcel I.D. but not limited to vertical and horizontal reference point (BM), direction and percent slope, TAU < scale or dimensions, north arrow, and location and distance to nearest road. ev e Please print all information. u ores (Pr'ivacy Law, s.15.04(1)(m)). Personal information you provide may be used for secondary p rp Property Location Property r Owner ,H ^ - Gaut,AMt N �� ' 5�' %• S 1)5 f'r Site Address or CSM and Lot #: 3 Prope TOE 314 bAddress CL U.AJn7hone ' z I 33 • �F'J7 ❑ Ci ❑ Village 'TCity, State, Zip r �g�5 City nn JM1 W_ I 557// 2q TLf3 NR D'J 3'W I(5Lj TplLIAV4 Tom• Nearest Road is :UN Code derived designilow rate GPD Ne�vConstnrction UseResidentiallNumberofbedrooms Flood Plan elevation if applicable 0 Replacement O Public or commercial— Describe: Parent material D Iitsf1 S.LA)Q Q OW►t� 0, ? �'R V. S�• General comments and recommendations: �Di't ZlLfl 5 0 Boring y it. Boring # Pit Ground surface etev.�%� fL Depth to limiting factor tn. / etev. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. Soil Application Rate GPD/Ft2 *Eff#'1 *Eff#2 O-16 7, s 7i'/L5 - "' si is • D AI a5 s ' ,i �� _a &'(V• D. - L7 /� 1. o iF Z- ,o -z2 -o ❑Boring Boring # spit Ground surface elev. QG• 85 ft. Depth to limiting factor 7gL in.IeevJ'ft. Snit Annficatinn Rate Horizon Depth ln. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 2.- 04 ...33 '7.6YKZ.5 7.6YA 3 - s( _,n, , 0.5 Z1 m D, 0.1 Al !.(v z 7 1 .b CST Name (Please Print) Slgna CST Number �'' t' � MARY JO HUPPERT (Ho[tister's Soil Testis & De ign 048900002 -SP r"; ' Address I Date Evaluati onducted I 03— o5 zo?.fo Telephone Number MAR 16 2026 25720 Firefly Lane Webster, WI 54893 -S* Effluent #1 = BOD >30 s 220 mg/L and TSS > 30 S 150 mglL " Effluent #2 = BOD, s 30 mg/L and TSS s 30mg4yi d Co. PInninj SBD033OjRQ3/22) []Baring . ft, Pit Ground surface etev7• [I1 Boring # Page Z of ___1— factor 1Q3 In. ! elev-,, .L Depth to 1'uniting —�� 7 ` Depth Dominant Color L Red D ont Texture Structure Consistence Boundary Roots Gr.Sz. Sh. Horizon In. Munsefl Qu. Az. Cent.Color . n -fl-H 51 sbK ,fir' " q#3ZsI 7.5 3J3iifL d i 3 5 Y H LII Boring # SQiI Application Rate GPDIFt2 *Eff#1 *Eff#2 t.? i�� O Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. ! elev. ft. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. Soil Application Rate GPD/Ft2 *Eff#1 *Eff#2 LIII Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In.! elev. ft. nil Annfiratinn Rafe Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cent Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *E * Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30:9 150 mg/L * Effluent #2 = BOO, s 30 mg/L and TSS 30 mg!L MAR -I 6 ZO'i Baifl J C - Plain nci plot Plan PROPERTY OWNER. Z, 33q '1's AtED �- E'4 Legal Description br- -TAic - 'TOWN of 6 5AY F Gnu , Site location:: Page3 of t/ 1" == 40 FT. (except where noted) = backhoe pit 5iq DF1 Sty R -o.. i' L Ins - ,) oM p1&. S - O - . 'rz.2o s 45.20 LJ— ale • � r pRppnsrD w 'N°t4'! \ Et)r srgK 8a North 4' 5' U H \k P iAR 6 20216 BWVJ Id Co. 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) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross -Section & Plan View Pg 4 of 4 Management Plan Attachments: JI Tank Specs Filter Specs Tax Statement Owner Name(s): Owner Address: Project Address: 45485 TRAIL INN ROAD Govt. Lot: NA NE 1/4 of SE 1/4, Section 05 T 43 N -R 07 E❑or W ❑✓ Township: CABLE County: BAYFIELD POWTS Application for Review Soil Evaluation Report & Site M Project Name I Description PETER MARSHALL 441 TOGSTAD GLENN, MADISON, WI -EjVED 6 2026 Bayfield Co. ?I3nning a:'. ?cuing Agency Phone: 651 -328 - 9895 Zip: 53711 Project Parcel ID #: Designer Name: 04-012-2-43-07-05-4 01-000-20000 TAX ID: 8429 Designer Information MARY JO HUPPERT Designer Address: 25720 FIREFLY LANE, WEBSTER, WI F.mail• hollisterdesign@outlook.com License Number: Remarks: 1859-007 Phone: 715 - 426 - 1775 Zip: 54893 /�(� i1f11111lvi'% \ Signature: �� b iY v Date: 03-11, 2026 O gi I si nature required o ch submitted copy. IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) fitjj SOIL COVER Mn. 12' (typical) Septic Tank(s) Manufacturer: INFILTRATOR Septic Tank(s) Volume(s): 540 gal gal gal gal Effluent Filter Manufacturer: ORENCO Effluent Filter Model #: 12" min, trench depth (typical) TYPICAL TRENCH CROSS SECTION VIEW No Scale) ( System Elevation = 94.50 ft (typical) Quick4 Standard -W w/ End Cap (Show location of inlet / outlet pipe connection on plan view.) ypical) It ��t�w,M R4P5VriVi'V� �Y Yilfii L t#IWY------ B= 46 ft (typical) INSTALL PER TRENCH: 11 Quick4 Std -W @ 20 ff EISA/chamber = 220 Provide minimum 3 ft separation between trenches. Observation Pipe (typical) Install per manufacturers / Instructions. A=3.0ft (typical) TYPICAL TRENCH PLAN VIEW (No Scale) 150 GPD / 0.7 LR = 214.29 FT`2Quick4 Standard -W Chamber 214.29/20 EISA = 10.72 OR 11 UNITS (typical) 11 X 4 FT. = 44 FT. (mfd by Infiltrator Systems, Inc.) ft2 (1) 3 FT. X 44 FT. TRENCH install pursuant to manufacturers Instructions. + Pairs of end caps @ 6 ft' EISA/pair = 6 ft2 2. = Proposed EISA per trench = 226 ft' Required Infiltration Area = 214.29ft' Distribution Method: (L _y —' x 1 trenches = Proposed Total EISA = 226 ft2 branched manifold E p N L Y C fly rn C� PETER MARSHALL 2 R UJ I,1 w O a 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, 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 = 150 gpd; BODS ≤ 220 mgL-'; TSS ≤ 150 mgL-'; FOGS 30 mgL-' 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: Local government unit address: WASHBURN, WI RYAN STRAND BAYFIELD COUNTY ZONING 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 s,hoEd co. In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuanttay, AgonGy 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. MAR 16 ZUZ6 System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. IM -Tanks IM -540 The Infiltrator IM -540 is a lightweight strong and durable septic/pump tank. This watertight tank design is offered with Infiltrator's line of custom -fit risers and heavy- duty lids. Infiltrator injection molded tanks provide a revolutionary improvement in plastic tank design, offering long-term exceptional strength and watertightness. Benefits as Strong injection molded polypropylene construc- tion a Reinforced structural ribbing offers additional strength so No special installation, backfill or water filling pro- cedures are required TANK CUTAWAY MID -SEAM CUTAWAY Reinforced water tight mid -seam gasketed connection r -1 L Lightweight plastic con- struction and inboard lifting lugs allow for easy delivery and handling Can be installed with 6" to 48" of cover as No special water filling requirements are necessary HEAVY DUTY LID CUTAWAY Reinforced 2astructural access port bafkw so a Integral heavy-duty green lids that interconnect with the EZsnap riser and pipe riser solutions so Can be pumped dry during pump -outs L The tank may be backfilled with suitable native soil. Structurally reinforced access ports eliminate distortion during installation and pump - outs as Suitable for use as a pump tankor rainwater (non - potable) tank MAR 162026 Bayfield Co. Planning aid Zoning infiltrator Water Technologies Part infiltratorwater.com • (800) 221-4436 IM -540 General Specifications and Illustrations The IM -540 is an injection molded two piece mid - seam plastic tank. The IM -540 injection molded plastic design allows for a mid -seam joint that has precise dimensions for accepting an engineered EPDM gasket. Infiltrator's gasket design utilizes technology from the water industry to deliver proven means of maintaining a watertight seal. The two-piece design is permanently fastened using a series of non -corrosive plastic alignment dowels and locking seam clips. The IM -540 is assembled and sold through a network of certified Infiltrator distributors. Must be backfilled and installed in accordance with Infiltrator Water Technologies, Infiltrator IM -Series Septic Tank General Installation Instructions and for shallow ground water conditions reference the Infiltrator IM -Series Tank Buoyancy Control Guidance. Please visit www.infiitratorwater.com for the latest information. Total Capacity 552 gal (2090 L) Length 64.9" (1648 mm) Width 61.7"(1567 mm) Height 54.6" (1387 mm) Maximum Burial Depth 48" (1219 mm) Minimum Burial Depth 6" (152 mm) Maximum Pipe Diameter 4" (100 mm) Weight 169 lbs (77 kg) CONNECTION (TVP.) Contact Infiltrator's Technical Services Department for assistance at 1-800-221-4436 or info@infiltratorwater.com FRAP ,m 1010)0an. ACCESS OPENE4G WITH LOCKING UO NUOUS T TANK TOP HALFSEAMCUP - TANK *TAN'KBorToM INTERIOR hAR 1d DOWEL Co.ALIGNMENT Bd'L'IIC1d CO HALF P 0!'Ii1Q u.._ -L OCJ /L3E'OC;I infiltrator IISuD1.1V Part off//ADS 4 -in. (100 -mm) Biotube® Effluent Filters Biotubee filter cartridge Biotube® filter vault Extendable tee handle Vented top plate, standard 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 Fitters (U.S. Patents No. 4,439,323 and Biotubes 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. Row modulaUon plate (optional) Vault Inlet holes Standard Models FfS0444-36,FTS0444-36M,FTW0436-28,FfW0436-28M FTW0444-36, FrW0444-36M Product Code Diagram FTL]004❑-❑-❑ Tow modulator and float switch bracket options: Blank = no options selected M = flow modulation plate installed A = float switch bracket Instaled Cartidge height, In. (mm): 28 = 28 (711), standard 36 = 36 (914), standard Filter housing height, In. (mm): 36 = 36 (914), standard 44 = 44 n 118). standard 4 -In. (1 00 -mm) liter diameter ,. ; — y Outlet tee: p 3034out1e1 tee (! S = titsShedule40outlettee I iAR 1 6 ZOO6 Fitter mesh oplon: Black = 'A -In. (3 -mm) titer mesh Bayneld Co. P = '/'e-mm)titer mesh Planniri z- =cring Agency Blotube• effluent filer Materials of Construction Vault PVC Biotube® cartridge Polypropylene and polyethylene Handle components PVC, polyethylene, stainless steel Orenco Systems- Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • B00-348-9843 • 541-459-4449 • www.orenco.com Nf0-Fr-FTs-1 Ree.3A, 0 85118 Page lot 2 A T Specifications H -DH n optional flow modulation plate) orifice (on optional flow modulation plate) MAR 16 202u Bayfe&d Co. Planninn 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) Filter surface area,t ft2 (m2) 5.1 (0.50) 3.9 (0.40) Flow area," ft2 (m2) 1.5 (0.15) 1.2 (0.12) Flow Modulation Plate (Optional) 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 tank. Optimum hole height Is 70% of the minimum liquid level. Alter area Is defined as the total surface area of all individual Biotubes• within the fitter cartridge. '• Row area is defined as the total open area (or area of the mesh openings) of all the Individual Blotubes within the filter cartridge NTO-FT-Fr$-1 Orenco Systems" Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.coni Rev. 3.0, 0 05118 Page 2 of 2 ArcGIS Web Map PETER MRFS tf h Y '•S ii r � � L w 31412026.4:11:49 PM Survey Map Driveway Approximate Parcel Boundary Parcel Dimensions • Recorded CSM Building Footprint 20251magery_31nch_3Band.tif 0 Municipal Boundary Demolished ----- Red: Bend 1 • Address Demolished Lot Greem. Bond_2 All Roads Existing felon — Town Now Blue: Band_3 Y+ 1:1,500 0 0.01 0.03 0.05 ml 0 0.02 0.04 0.08 km CD O Q N U a. o. Real Estate Bayfield County Property Listing Today's Date: 3/4/2026 Property Status: Current Created On: 3/15/2006 1:15:04 PM 4 Description Updated: 1/7/2022 44 Ownership Updated: 1/7/2022 Tax ID: 8429 PETER MARSHALL MADISON WI PIN: 04-012-2-43-07-05-4 01-000-20000 A I� —{'r i ni R D , 1PV y g (�` Legacy PIN: 012101305000 ?UhIDg Address: Mailing Address: il5 ..i-/j, '7 Map ID: PETER MARSHALL PETER MARSHALL Municipality: (012) TOWN OF CABLE 441 TOGSTAD GLENN 441 TOGSTAD GLENN 505 T43N R07W MADISON WI 53711 MADISON WI 53711 STR: Description: LOT 2 CSM #334 IN V.3 R174 (LOCATED J f - 99TTe4'LtV. SL- IM NE SE) IN 2021R- 592614 124 5ite Address * indicates Private Road Recorded Acres: 5.350 45485 TRAIL INN RD CABLE 54821 Calculated Acres: 5.349 0 J Lottery Claims: 0 Yes Property Assessment Updated: 3/27/2025 First Dollar; - - Zoning: (R-3) Residential -3 2026 Assessment Detail ESN: 108 Code Acres Land Imp. GI -RESIDENTIAL 5.350 21,600 5,900 Tax Districts Updated: 3/15/2006 2 -Year Comparison 2025 2026 Change 1 STATE Land: 21,600 21,600 0.0% 04 COUNTY Improved: 5,900 5,900 0.0% 012 TOWN OF CABLE Total: 27,500 27,500 0.0% 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE Recorded Documents O QUIT CLAIM DEED Date Recorded: 12/15/2021 © TRUSTEES DEED Date Recorded: 7/29/2019 © QUIT CLAIM DEED Date Recorded: 9/8/2014 © TRANSFER ON DEATH Date Recorded: 3/30/2009 13 TRANSFER ON DEATH Date Recorded: 3/23/2009 © CONVERSION Date Recorded: Updated: 3/15/2006 20218-592614 2019R-576449 2014R-555791] 1131-244 2009R-525817 1013-905 2009R-525661 1013-426 511-231+;622-275 Eli Property History N/A Tracy Pooler From: Tracy Pooler Sent: Tuesday, March 24, 2026 2:50 PM To: shawn stolarzyk Subject: septic needs Attachments: DNR Acceptance Letter - Rivers Trailside HT, Bayfield County (S-2025-0970).pdf Red, In a corner of my office was the septic permit for the Many Pines system for the small cabin in the center of the property that was installed 10/3/23. I do not see that we ever received the $50 for the soil test. I also have an old check #2066 for $400.00 that will need to be replaced with a newer check. I also do not see any information for the septic that services the boathouse. Maintenance agreements sent back to owner for fixes. Peter Marshall Michael Bigo River's Trailside because of the change in ownership, property dimensions, and conditions we need: • A new Septic Maintenance Agreement recorded https://www.bayfieldcounty.wi.gov/Documentcenter/view/i 0319/pt� M tenance-Agreemenuuly_20Z0 A new the septic tank service contract — be sure that the hauler is aware of the agreement to haul to the Superior Wastewater Treatment Facility. See attached DNR Acceptance Letter. htt.ps LLwwyv. aayfselsiso.unty.wi.gav/p��uentCent_er/VLe—wL3.36 I do not have the full legal but now the property # is 39643 and lot 1 of CSM 2397 Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tracy.poo.lei@ba eldcourlty,w .goy IMYFIELD Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfietd County will NOT ask applicants to wire any funds. Please contact our office at zoning(cbbayfieldcounty.wi.gov or 715 373-6138 with any questions or concerns. SS- 00'7 Private Sewage System Maintenance Agreement As owner, I (we) do hereby certlty the private sewage system will be installed in accordance with the certified soil testers 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 fisted location in accordance with rules established in the WI Adm. Code, as from time to time amended. (COMPLETE Legal is required) 1/Ant 1/4 Section pp e7rn,1:nshlo N RangTe. W. Additional Legal Description: Lot 2 L.. P/+lL 3 33V 1 N V) Town of a (Acreage) S J Gov't Lot_ Lot f— Block _Subdivision Lot CSM # 3' 7 �_r v01. 3_Page 12..9 CSM Dec # DOCUMENT NUMBER 2026R-61 1 658 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI Z( RECORDED 04/06/2026 AT 8:00 AM RECORDING FEE: $30.00 PAGES: 1 Return To: Planning and Zoning Department In -ground gravity 0 In -ground dosed 0 In -ground pressure distribution Sewage System: ❑ Mound 0 At -grade Sewage System ❑ Other _ Area.. ENTERED '1/7/?6 Septic Tank (system types A through E): The septic tans: 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 try a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (113) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, 0, 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 Efuent Fitter (system types A through E: The septic tank effluent filter shall be inspected and maintained as necessary and in eccordanrn 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. 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 pending on the ground surface. Mounds At -grade and In-gnwnd Pressure System Laterals (system types C, D and E): The laterals shall be Rushed out and swabbed If needed when the wastewater distribution cell component is inspected as provided above. Ovine ice) agree that failure to comply With this eg'c-mart will eau# in action being taken to pay al.' charges and costs incurred by BayleM Cot,.:y= f:r 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 early 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) dais, 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 tithe agreement shall be binding upon and inure to the benefit of all current and future owners of such property ea - Drafted by. All :dbed and sworn to before me on this date: LAo-ch K Jti zo2L y Public ommissioi 0 /0J RAFAEL PACHECO ALCANTARA Notary Public State of Wisconsin proofed by: uaormslsenilerylsepticmaiMen Revered July July 2020 2920 APR 3 / 2025 ],3-AFiELD 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: MARSHALL, PETER 441 TOGSTAD GLENN MADISON, WI 53711 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00388 Transaction Number: SR -00388-441E9 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 3247 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 4/17/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. 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: MARSHALL, PETER 441 TOGSTAD GLENN MADISON, WI 53711 Description Private Sewage System (Septic Tanks) Submission Number: SS -00714 Transaction Number: SS -00714-43632 Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 3247 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 4/17/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-28S STATE SANITARY PERMIT OWNER: PETER MARSHALL GOVT LOT: LOT: 2 BLK: CSM: #334, V3, P174 NE 1/4 SE 1/4 SEC: 5, T 43 N, R 7 W TOWNSHIP: Cable SOIL TEST: 20-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND TRACY POOLER DATE: 4/17/2026 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 4/17/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION