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HomeMy WebLinkAbout25-130SRequest for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note fl Time Change fl Discrepancy fl Other Phone Number 715-413-0122 Plumber: Superior Plumbing & Mech. Inc. Fax Number Email Address Homeowner: Clint McGowan / Bayfield Tiny House LLC ed@superiorpmw.com Immediate Phone Number So Zoning Sanitary Permit#: 25' Dept can call you right back (if needed) Plumber's Choice Zoning Dept No Inspection(s) during this time 11/20/25 Date: , DI a rd, Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Zoning Dept Time: 3:00 pm Township: Bayfield Address # & Road Name: 34815 Fire Tower Rd. Bayfield 3�5�3 or Directions To Site: Comments: Plumbers you must verify any change(s) by fax or email *` Notes from u/forms/sanitary/requestforinspection Zoning Dept (@4/12/04); O June 2023 BAYFIELD TINY HOUSE LLC PO BOX 679 Ind BAYFIELD WI 54814 GE Pez� ..-- - ceiisea for S Permit Holder's Name: Tank Information Onsfte Wastewater Treatment s (POWTS). Inspection Report (Attach to Permit) Privacy Law s. 15.04 I m City Village Town of: setback to: County eJcL Sanitary ermit No: State Plan'Transaction ID##: Parcel Tax No: TYPE IMANUFACTURER CAPACITY Prop. Line Well IBuildin Air Intake Road Se tcbJ I N/A Dosin N/A Aeration N/A Holding Pump I Siphon Information Pump Manufacturer Pump Model Demand GPM Filter Manufacturer Filter Model TbH Lift Friction Loss Head Total Forcemain Length Dia Dist To Well Dispersal Cell Information DIMENSIONS Width Leng* # of Cells SETBACK FROM Prop.. Lipe �- Building Well a OHWM r—. Type of Cell ( Manufacturer: Model Number. Pretreatment Unit Manufacturer: Model Number: Elevation Data STATION BS Hi FS ELEV Benchmark /QO Bldg. Sewer Tank Inlet Tank Outlet Dose -Tibet Dose Tank Bottom lma Genthur '&'( '1 t won Pipe $ Infiltrative Surface 1 Final Grade . stribution System X Pressure Systems Only Header I Manifold Distribution Pipe(s) J X Hole Size X Hole Observation Pipes LengthDia Length Dia Spac j J Spacing _ ❑ Yes ❑ No Soil Cover - -- IF / - Depth Over I Depth Over I Depth of Seeded I Sodded Mulched Cell Center I Cell Edges 1 Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) _ .( (Q h (.Gh - d�t�G� Tuft'r -�Ouh 6��� \4vch , r1 _ � Ms of 7 O f rum (�5 it �" _ td d, ia#t f 4 r 1S G!1 v L �d i �aI IP di - -and �n �c �lit ,c� s �s y Ian revision required? ie other side for additional information. Date PO'WT Inspecto s Signature License Number : mn_A71 n tR n�lgi t BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zonino�bayfieldcountv.oro Web Site: www.bavfieldcountv.orc/147 Property Owner _ Information _ As you know BAYFIELD TINY HOUSE LLC PO BOX 679 BAYFIELD WI 54814 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 was contracted by you to install a private onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due for servicing please go to www.septicsearch.com Notes: Abandonment of Old System to meet all applicable code requirements: *- Tank was pumped by; Tank was crushed! removed and pipes disconnected by: on at AMIPM On at (AM / PM) the above -mentioned plumber contacted our office to condu t a pre -cover inspection as required under DSPS 383. One of the following applies: System was inspected and appears to meet all applicable code requirements. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. System could not be inspected because plumber covered prior to scheduled time of inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. System could not be inspected because County could not respond to plumber's time constraints. I /� Imo, Comments: f i + I 1 S L(n ! 1 14—* Cc URorms/sanitarypropenyowner-input April 2019 I Industry Services Division County 4822 Madison Yards Way Bayfield O �5 f Madison. WI 53705 iESanitary Permit Number (to be filled in by Co.) P.O. Box 7302 gzJ Madison, W153707 3DS Sanitary Permit Application State Transaction Number 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 Project Address (if different titan mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary 34815 Fire Tower Rd. Bayfield, WI purposes in accordance with the Privacy Law, s. 1S.04(1)(m). Stats. T_ Annllr atinn Tnfnrmatinn — PlAncA Print All Tnfnrmntlnn Property Owner's Name Bayfield Tiny House LLC Property Owner's Mailing Address PO Box 679 City, State Zip Code Bayfield, WI 54814 U. Type of Building (check all that apply) ✓]l or 2 Family Dwelling — Number ofBedrooms 2 [II'ttblic/Commercial — Describe Use yity of ]State Owned — Describe Use CSM Number Village of ElTown o f Bayfield Phone Number 715-209-7103 Lot# Block # Parcel # 34583 Property Location Govt. Lot NE ,% NE y,. Section 10 i50 N R4 E or W Subdivision Name M. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one boa on B. -Complete line C A. IFV—kew System []Replacement System [jother Modification to Existing System (explain) ❑Additional Pretreatment Unit (explain) ' olding Tank aEiQIconve ti ft -Grade Mound Individual Site Design Other Type (explain) (conventional) C. ❑ Renewal Before I ❑Revision bange of Plumber l lrransfer to New Owner ist Previous Permit Number and Date Issued Expiration IVDIspersaItfreatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (sf) IDispersal Area Proposed (sf) I System Elevation 300 .7 428 558 187'-86'-85' Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units �, c, New Tanks Existing Tanks U to vt U. t7 A, Septic or Holding Tank x 650 1 Superior Precast [ ✓ Dosing Chatuber [1 E] EJ V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Sianatu MP/MPRS Number Business Phone Number Edward B. Redinger 221939 1715-292-6670 Plumber's Address (Street. City, State. Zip Code) 1015 11th Ave. E. Ashland, WI 54806 VI County/DepaiKment Use Only Approved ❑ Disapproved Pernnit Fee Date issuedW ,$) Is ing tkrature ❑ Owner Givens Reason for Deuia! Conditions of Approval/Reasons for Disapprovalg,'�t, d '-r "7J u- //re� eve ;t / .Se�'� d s rf, �%. ®.,.. vim.- GG5 f e #i -'� SEP 12 2025 aikt C/ACd (A 7(. Attach to complete plans for the system and submit to the County only on paper not less than 8 112 x 11 inches In size SBD-6398 (R. 02/22) • �Ria `' � 'j� �, Wisconsin Department of Safety and Professional Services S)2.O� aof•f2 Division of Industry ServicesSOIl TEST (tj ?� 0 �=• SOIL EVALUATION REPORT 8 a In accordance with SPS 385, Wis. Adm. Code County Attech complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, BByfield but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 34583 Please print all information. Reviewe y pDatePersonal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location E1 El Bayfield Tiny House LLC Govt. Lot NE r NE 'A S 10 T 50 ' N R 4 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: PO Box 679 715-209-7103 34815 Fire Tower Rd. Bayfleld, WI - LOT 2 of CSM#1552 City State I Zip Code Phone Number ❑ City O Village © Town Nearest Road Bayfleid WI 54814 ( ) 11361Yffeld IFire Tower QNewConstruction Use: Residential/Numberofbedrooms 2 Code derived designflow rate 300 GPD El Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material Sandy Till General comments and recommendations: Conventional system - Step trenches as needed with system 1.5' -2' below grade using .7 loading L._i Boring # ❑Boring IIPit 76.5 72 70.5 Ground surface elev. ft. Depth to limiting factor ln. / elev. ft. Horizon Depth In; Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots •rr• GPD/Ft2 "Eff#1 •Eff#2 1 0-4 5yr 4/2 - Is 2mabk ml gw 3co .7 1.6 2 4-26 5yr 3/4 - Ifs 0 ml cw 3m .7 1.6. 3 26-36 5yr. 4/4 - s Osg mfi gw 1 m .7 1.6 4 36-72 5yr 6/4 - S Osg ml - 2f .7 1.6 Boring # ❑Boring 85.8 80 79.2 ®Pit Ground surface elev. ft. Depth to limiting factor in./ elev. ft. Horizon Depth In. Dominant Color Munsetl Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots . Tr.. GPD/Ft? ,Eff#1 •Eff#2 1 0-4 5yr 42 - Is 2mabk ml 9W 3co .7 1.6 2 4-40 5yr 3/4 - Ifs 0 ml 9W 3co .7 1.6 3 40-80 5yr 6/4 - $ Osg ml - 2m .7 1.6 CST Name (Please Print) Si at re CST Number Edward B. Redinger 221939 Address Date Evaluation ConductedI Telephone Number 101511th Ave. E. Ashland, WI 54806 6/26/25 715-292-6670 * Effluent #1 = BOD > 30 S 220 mglL and TSS > 30 5150 mg/L " Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L SBD-8330 (R04/21) �-- ❑ Boring Boring # Q Pit G Page of i..) Ground surface eiev. 90.4 ft. Depth to limiting factor 72 in. / elev. 84.4 ft. Snil Annfiratinn Rafts 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 1 0-5 5yr 4/2 - Is 2mabk ml gw 3co .7 1.6 2 5-24 5yr 3/4 - Ifs 0 ml gw 3co .7 1.6 3 24-72 5yr 614 - s Osg ml - If .7 1.6 Boring # O Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I elev. ft. Qn11 OnnN .atinn Rafn Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1Ft2 *Eff#1 `Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Snit Annfiratinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 5 220 mg1L and TSS >30 s 150 mg/L` Effluent #2 = BOD, s 30 mg/L and TSS ≤ 30 mgIL o ECEE v E ll JUL *1 7 2025 Bayfield Co. Zoning Dept. 'I SUPERIOR PLUMBING MECHANICAL (715)278-3456 CST# 221939 p1 Scale: l" = 40' 1 'to' i . PIN: 34583 4.5 Acres Lot 2 CSM #1552 510 T50N R4W Town of Bayfield Bayfield Co. .d E m.:7&' A1.:/.• 2a"c k r4L. G.E 3,3 4. c/ cc: Customer Name: Bayfield Tiny House LLC ' Adress: PO: Box 679 N Bayfield, WI 54814 SITE: 34815 Fire Tower Rd. Bayfield Phone #: 715-209-7103 Email: Prb �vo 3'011 JUL 17 2025 Bayfield Co. Zoning Dept. PAGE 1OF4 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: I POWTS Application for Review I Soil Evaluation Report & Site Map Project Name I Description 2 Bed System Owner Name(s): Batfuekd /tubt Giyse LLC Phone: 715 -209 _7103 Owner Address: PO Box 679 Bayfield, WI Zip: 54814 Project Address: 34815 Fire Tower Rd. Bayfield, WI Govt. Lot: NE 114 of NE 1/4, Section 10 , T50 N -R4 E El or W Q✓ Township: Bayfield County: Bayfield Project Parcel ID #: 34583 Designer Information Designer Name: Edward B. Redinger Designer Address: 1015 11th Ave. E. Ashland, WI Phone: 715 _292 -6670 Zip: 54806 E-mail: : ed a@superiorpm'hi w.com s ! pie reserved for approval stamp. License Number: 221939 Remarks: SEP 12 2025 Fiat„nj arJ t Signature: - Date: 9/12/25 Original signature required on each sub fitted copy. YIC N - SUPERIOR PLUMBING MECHANICAL (715)278-3456 Customer Name: Bayfield Tiny House LLC Adress: P0: Box 679 Bayfield, WI 54814 SITE: 34815 Fire Tower Rd. Barfield Phone #: 715-209-7103 Email: CST# 221939 Scale: 1" = 40 1 alb' PIN: 34583 / 4.5 Acres Lot 2 CSM tt1552 510 TSON R4W Town of Bayfield Bayfield Co. 43n..im' £L./ Z6-6ak /A 3 Ste" ?reews/' 056 tea/ ,Zec/< Scs tr 4 N C.)G110 CTt 3Tom..-eL /<1C 31 I�1 96.9' s t / 4. c/ 5 g' -D", `, vr4n, u � SEP 122025 IN -GROUND DOSED -GRAVITY DISPERSAL AREA Stepped Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) min. 1T SOIL COVER ltvpl`�I) TYPICAL TRENCH 12' CROSS SECTION VIEW min. trench depth • (No Scale) (typical) < ... Q ,, (typical) ,, a. Provide minimum 3 ft Highest Trench Lowest Trench (as applicable) separation between trenches. System Elevations = 87 ft; 86 ft; 85 ft; ft; Qulck4 Standard -W w/End Cap (Show location of inlet / outlet pipe connection onplan (typical) P p view.) B= 36 ft (typical) INSTALL PER TRENCH: 9 Quick4 Std -W @20 ft2 EISA/chamber = 180 ft2 + T Pairs of end caps @6 ft2 EISA/pair= 6 ft' = Proposed EISA per trench = 186 ft' ft Observation Pipe (typical) Install per manufacturers / Instructions. TYPICAL TRENCH PLAN VIEW (No Scale) �A = 3.0 ft (typical) `Quick4 Standard -W Chamber (typical) (mfd by Infiltrator systems. Inc.) Install pursuant to manufacturer's instructions. Required Infiltration Area = 428 ft2 Distribution Method: M. x 3 trenches = Proposed Total EISA = 558 RESET ft2 distribution box C, m W O 'n O1 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 = 300 gpd; BOD5 S 220 mgL'1; TSS S 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 (113) 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: Superior Plumbing & Mech. Inc. Phone: 175-292-6670 Local government unit: Bayfield Co Zoning Phone: 715-373-6138 Local government unit address: 117 5th St. E. Washburn, WI 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,rpay, abandoned and replaced by a code -complying dispersal component In a pre -determined area of suitabje sdils! 2 System Abandonment SEP 12 2025 If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin: Code A H 6.5" (16.51 cm) SEALED BALL MATERIAL - HOPE 33.02 [83.9 cm] 20.71 [52.6 cm] �1� (10.16 cm) BALL HOUSING TRAVEL FILTER CARTRIDGE MATERIAL -POLYPROPYLENE 5.714.7 cm] MATERIAL - FILLED POLYPROPYLENE POLYLOK PL- 525 - 625 CUTAWAY y. a BALL PUSROD SECTION A -A FACTORY INSTALLED MATERIAL - FILLED POLYPROPYLENE 4" AND 6" FACTORY OPTIONAL BUSHING -� INTALLED PIPE OUTLET (FOR 4" THIN WALL PIPE) MATERIAL - PVC PART NO. 30142-R OR OPTIONAL FLOAT SWITCH (FOR 110 MM. PIPE) PART NO. 30142-EUR a 0 lu' 1 SUP ,ti PRE CASTCONCRETE LP6501-Compartment Tank 9U ERI0R TOP VIEW ll'eixbt tin Ib: f _.__� Tank: 4.411•- - Lid :.:3f Total: 6.696 f Volume of C oncrer Total : 1.0 Yd' Gallon: Per Inch: I." J 661 Gallon: Masac Lj Enlarged Derail APPROVED OfP OF MFrTY AMD ►ROFED39 MAL ,} orvM10" Ii 0? ouxtstt V SEWN= _ r isee connaa.oa00.rMCE 42 iI I iftI! Afanholc Opening; Ta4eI Pohethriene Baffle Abide Rope SIDE VIEW 's. _t. Thilm ai ,,, S" Au Y Space I. Ltgm3 ii1fl s 7 termU.TflI 7 Produced by Superior Precast Concrete, LLC PO Box 1390 Hayward, W1 54843 SUPERIOR PRECAST CONCRETE Design conforms to ASIM M 0:1227, Specification for Precast Concrete Septic Tanks and WI SPS 384.25, POWTS Holding Components or Treatment Components. The information provided on any Superior Precast Concrete (SPC) drawing or document shall be verified by the purchasers licensed professional engineerfor suitability of use. Configuration may change from drawing, consult with SPC. (Product Fne Ho: I This Is proptiaiafy informatbn, and remains the property of Superior PreC=.St Concrete, U.C. I 8.30549.20241 Esc . f c l Co. Private Sewage System Maintenance Agreement Owner(s) Name (Bayfield Tiny House LLC) I Owner(s) Mailing Address IVrw t d PO Box 679 Bayfield, WI 54814 Site Address SEP 15 2025 34805 Fire Tower Road, Bayfield, WI 54814 �_ r Tax ID # _" 34583 pn� �� 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) NE 114 of NE 114 Section 10 Township 50 N. Range 04 W. Additional Legal Description: Town of Bayfield Lot Block Subdivision (Acreage) 4.54 Gov't Lot Lot 2 CSM # 1552 Vol. 9 Page 185 CSM Doc #____________ _ DOCUMENT NUMBER 20258-609152 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 09/12/2025 AT 1 1 :32 AM RECORDING FEE: $30.00 PAGES: 1 Recording Area Return To: Planning and Zoning Department x❑ In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: El Mound El 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 Filter (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, 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 -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 maybe 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 Jr MiLo� GLItJ� MGGi A!\j ' 7y,4vi.c..Lh LSubscribed and sworn to before me on this date: W;)919ox- j\q-��pRY , Itf�ll Notarized Ow s) — Signature(s) * COL L N /li� 1 / 1 1vF- 1 \ MAC i 7mr!sion Expires: '_ Drafted by: M I LO PM GCIf(,9 Date: g•__� r Z y� F. OF gczO� sd Proofed by: ulforms/sanitary/septicmaintenceagreement Revised July 2020 ]3-$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: BAYFIELD TINY HOUSE LLC PO BOX 679 BAYFIELD, WI 54814 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00292 Transaction Number: SR -00292-313D2 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 10357 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 7/29/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. V,-�AFIELD Property Owner: BAYFIELD TINY HOUSE LLC PO BOX 679 BAYFIELD, WI 54814 Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Description Private Sewage System (Septic Tanks) Submission Number: SS -00651 Transaction Number: SS-00651-34CBC Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 10453 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 9/22/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. Emily Macgillivray From: Emily Macgillivray Sent: Tuesday, January 27, 2026 8:07 AM To: Ed Redinger Subject: McCowan (34815 Fire Tower Rd) Hi Ed, I'm going through my sanitary cover-ups. Do you have elevations forthe McCowan site (34815 Fire Tower Rd? If you could also send tank specs for the 750 Superior Precast, that would be great. Thanks! Emily Macgillivray (she/her) Assistant Zoning Administrator Planning and Zoning Department Bayfield County 117 E 5u' Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3511 emily.macgiilivra' Zlbayfieldcounty.wi.gov Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zQn[ngtkeyfieldcounty.wi.goy or 715 373-6138 with any questions or concerns. ns-i3 l4 iou. 2s,-s„� it 8avlleld Tlnv House LLC , I� J JJ Adress: `'r 8avfleld, WI 54814 SUPERIOR SITE; 34815FIreTower Pd, 8ayfleld PLUMBING Mc ANICAI (715) 278 - 3456 Phone IS: 715.209.7103 E roan: C%TP 2)1039 /r T� L� Stale 1' '40 1 4'p• ���'� "- --__ PIN 34583 („jel I 4 5 Acres lot : CSM M 1552 S I O TSON R4 �d1 Town of Baylmld 3� Rayheld Co '`j' iro n A Z/h.:,m' A:/.'A 2a" k S"A6s a G,� Al- / --- 3 //a 87' g6' gc' D 3 ! sSs, T g vs./, - 25 ,QC T=�-ga' - 3a5 c 17+� 1 kooT C. �° 7l I�eK �• v .c 2. fX/ty 4r SUPERIOR I LP750 1 -Compartment Tank SUPERIOR PRECAST CONCRETE PRE CA S ICON IRE IE TOP VIEW 10 11-eisht (in lb:) Tank: 6,194 Lid: 3X8 Total: 10.0': Volume of Concrete Total: 2.e Yd' Gallon; Per Inch: 2&S Lid wall Enlarged Detail \ CondISn.J, APPROVED DEPT. OF SAFETY AND PROFESSIOIW. SERVICES i y DIVISION OF INDUSTRY SERVICES I� � SEE CORRESPONDENCE Manhole Opening: ,8.. ^_.. 3 Gallon: SIDE VIEW 4Oud& 9- Ass Space ---------------3.. mot e,A =-1 -" Taper Produced by Superior Precast Concrete, LLC PO Box 1390 Hayward, W1 54843 Polyethylene Baffle Ma:dc Rope S SUPERIOR PRECAST CONCRETE Design conforms to ASTM C1227, Specification for Precast Concrete Septic Tanks and WI SPS 384.25, POWTS Holding Components or Treatment Components. The information provided on any Superior Precast Concrete (SPC) drawing or document shall be verified by the purchasers licensed professional engineerfor suitabilityof use. Configuration may change from drawing, consult with SPC. IFmdctFeNo I TAifbgop,N.q NRortnWbM1 eM remeNc.Nepognyot SUPeM.Necnl Coec...., LLC. I 8.3051040241 BAYFIELD COUNTY SANITARY PERMIT (#04)-25-130S STATE SANITARY PERMIT OWNER: BAYFIELD TINY HOUSE LLC G OV'T LOT: LOT: B LK: NE1/4 NE1/4 SEC:10,T50N,R4W TOWNSHIP: Bayfield SOIL TEST: 82-25 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: EDWARD REDINGER TRACY POOLER DATE: 9/22/2025 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: # 221939 Condition: Affirm that top trench will receive effluent - prefer serial distribution on east end. Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 9/22/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION