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ti V Request 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: TRACY BASINA ed@superiorpmw.com Immediate Phone Number So Zoning Sanitary 26-85S Dept can call you right back (if needed) Permit #: Plumber's Choice Zoning Dept No Inspection(s) during this time Date: 9/15/26 Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Zoning Dept Time: 12:30 Mound piping Township: WASHBURN Address # Road Name: 74399 ONDOSSAGON RD WASHBURN, WI or C/r/(/ 31 q7 ( Directions 1 To Site: Comments: Mound piping inspection ** Plumbers you must verify any change(s) by fax or email ** Notes from Zoning Dept: u/fonns/sanitary/requestforinspection Zoning Dept (©4/12/04); ® June 2023 �F,pf.NTMp1,T t Industry Service= fl" " - Genes TRACY L DEFOE ET AL 30787 DUCKWEED DR BURTRUM MN 56318 Permit Information .'Prrvgte Onsite Wastewater Treatment Systems ( POWTS). Inspection Report (Attach to Permit) L I City L J Village U Town of.. BM Description: eG'1v c ti setback to: TYPE MANUFACTURER CAPACITY Prop. Line WelJ Building Air Intake Road Se tic c /U N/A Dosin N/A Aeration N/A Holdi Pump I Siphon Information GPM TDH Lift Friction Loss Head Total Forcemain Length Dia Dist To Well Dispersal Cell Information DIMENSIONS Width Length, / # of Cells Pretreatment Unit Manufacturer: Model Number. stribution System Dial Elevation Data STATION I BS HI FS ELEV Benchmark 3, 6? Bldg. Sewer Tank Inlet Tank Outlet 1 't4 Dose Tank Inlet Dose Tank Bottom I l9_. U e q 1 un X Pressure Systems Only SmLJul Depth Over De Over Depth of Seeded / Sodded Mulched P Cell Center Cell Edges I Topsoil ❑ Yes 0 No j 0 Yes 0 No COMMENTS: (Include code discrepancies, persons present, etc.) Z U etAVs �'YGu5 1 t,v �V 6 Y v ✓) nn H"1�`{ Ian revision required? ❑ Yes' No 2b ;e other side for additional inform Lion. Date POWTS Inspector's Signature ioo�j License Number 2Rn$]1 n !R nar911 Property Owner Information BAYHELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zonino(a�bavfieldcounty oro Web Site: www.bavfieldcounty.org/147 TRACY L DEFOE ET AL 30787 DUCKWEED DR BURTRUM MN 56318 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 C F r As you know , �✓, 8✓ PI 6 h� was contracted by you to install a private onsite wastewater treatment system on your property x 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: on Tank was crushed! removed and pipes disconnected by: — at _ AM/PM On I _S at /_z: J&(AM I M he above -mentioned plumber contacted our office to conduct a e -cover inspection as required under DSPS 383. One of the following applies: ystem was inspected and appears to meet all applicable code requirements. flSystem 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. Comments: U/forms/s a nitaryprop ertyown e r -In put April2019 I Industry Services Division 4822 Madison Yards Way County Bayfield (;-\ S'!-da7q 1 iili Madison, WI 53705 P.O. Box 7302 Sanita Permit Number be filled in ry (to by Co.) Madison, WI 53707 O�, �O — g Jam' 3 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 I IT — Ufr (0 is required prior to obtaining 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 purposes in accordance with the Privacy Law, s. 15.04(1)(m). Stats. 74399 Ondossagon Rd. Washburn 9 I. Application Information — Please Print All Information ECE WED Property Owner's Name Parcel # Tracy Defoe Basina 38474 Property Owner's Mailing Address Property Location 30787 Duckweed Dr. Bayfietd Co. Agency Govt. Lot City, State Burtrum, rtru m, MN I Zip Code 56318 nnn hone er 320-423-3288 NE ¼,SE ¼, Section 10 T48 N R5 E orW II. Type of Building (check all that apply) Lot # Eli or 2 Family Dwelling — Number ofBedrooms 3 Subdivision Name Opublic/Commercial —Describe Use Block # Jf City of Dstate Owned — Describe Use Village of CSM Number gown of Washburn II. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C If a licable.) A. ✓INew System IliReplacement System jJ0ther Modification to Existing System (explain) ElAdditional Pretreatment Unit (explain) B. []Holding Tank [:]In -Ground [At -Grade ✓DMound JIndividual Site Design Other Type (explain) (conventional) C. D Renewal Before ❑Revision Change of Plumber Diransfer to New Owner 1st Previous Permit Number and Date Issued Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/st) Dispersal Area Required (sf) Dispersal Area Proposed (sf) I System Elevation 450 .4 1125 1682 101.65 Capacity in Total # of Manufacturer , Tank Information Gallons Gallons Units . V $ y New Tanks Existing Tanks U vt ii. septic or Holding Tank X 1000 1 Wieser Concrete Dosing Chamber X I 600 Q V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) I Plumber's Signature I MP/MPRS Number IBUSineSS Phone Number Edward B. Redinger -Hr 1221939 1715-292-6670 Plumber's Address (Street, City. State. Zip Code) 1015 11th Ave. E. Ashland, WI 54806 VI County/Department Use Only Approved O Disapproved Permit Fee Date Issued Issu' A i O Owner Given Reason for Denial $ 560 I 7 q 711 ' Conditions of ApprovaLfReasons for Disapproval i / Cre Attach to complete plans for the system and submit to the County only on paper not less than 812 x 11 Inches in size SBD-6398 (R. 02/22) Wisconsin Department of Safety and Professional Services Division ofIndustry Services 4822 Madison Yards Way Madison. Wi 53705 July 2, 2026 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/02/2028 MUNICIPALITY: TOWN OF WASHBURN BAYFIELD COUNTY SITE: TRACY DEFOE BASINA 74399 ONDOSSAGON RD WASHBURN, WI 54891 FOR: Design Wastewater Flow Value: 450 Bedrooms: 3 Limiting Factor(s): See IDR Maintenance Required: Effluent Filter r ' o� Phone: G08-266-2112 Web: http://dsps.wi.gov S Email: dsns(a�wisconsin.gov Sn Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-07260 1339-C Application No.: DIS-062626636 Site ID No.: SIT -161440 Please refer to all identification numbers in each correspondence with the Department. Jul 0 g ?`51-b Bay{1e%d Go - ptanning and Lon`" 9 p �Ln,1 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIV SION OF IN STRY SERVICES 4TSEE CORRESPOND CE 07/0212026 Mound Component Manual - Version 2.1 (May 2022-2027) Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) SITE REQUIREMENTS • A full size copy of the approved plans, specifications, and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a r/4 -inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state -approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacturer's recommen atio • Veri -p s pnor o rns atom. •- Pump Floats to be set and verified per the approved plan. • All conditions of the IDR approval letter are to be followed. 4 OWNER RESPONSIBILITIES • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code § SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Pa•jd Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 JUL Bayn: Planning ar.,. PAGE 1OF6 6 } Mound Plan Index & Cover Sheet Component Manual Design References: Mound Version 2.1 (May 2022-2027) & Pressure Distribution Version 2.1 (May 2022-2027) Pg 1 of 6 Index & Cover Page Pg 2 of 6 Plot Plan Pg 3 of 6 Mound Cross -Section & Plan View Pg 4 of 6 Distribution Network Specifications Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan chments: Pumo Curve Enclosures: POWTS Application for Review I Soil Evaluation Report & Site Map Project Name / Description 3 Bedroom mound with .4 loading Owner Name(s): Tracy Defoe Basina Owner Address: 30787 Duckweed Dr. Burtrum, MN RECEIVED Jul 08Z026 2026 +e"�11P���71 ►17Y�y•"r'yt_'i''�=rT Phone: 320 -423 .3288 Zip: 56318 Project Address: 74399 Ondossagon Rd. Washburn, WI Govt. Lot: NE 1/4 of SE 1/4, Section 10 J48 N -R 5 E ❑ or W ✓� Township: Washburn County: Bayfield Project Parcel ID #: 38474 Designer Information Designer Name: Edward B. Redinger Phone: 7171 5 .292 .6670 Designer Address: • 1015 11th Ave. E. Ashland, WI Zip: 54806 E-mail: ed@superiorpmw.com License Number: 221939 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF I STRY SERVICES 4hi1I Remarks: SEE CORRESPOND CE 07/02/2026 Signature Date: 6/23/26 Original signature required on each u'bmitted copy. SUPERIOR PLUMBING MECHANICAL (715) 278-3456 Customer Name: Tracy Defoe Basina i Adress: 30787 Duckweek Dr. Burtrum, MN 56318 SITE: 74399 Ondossagon Rd. Washburn Phone #: 320-423-3288 Email: basinatracy@yahoo.com CST# 221939 / No Well on site Scale: 11=401 PIN: 38474 /v 10 Acres NE SE S10 T48N RSW Town of Washburn Bayfield Co. fri j000/09 \c la b,v6-y St5i I S j Lrc 5,./l&( Yco c y cn) RECEIVED JUL 082026 BayleId Co Planning r 0 - b,.nn Apenc7 SINGLE -CELL MOUND DISPERSAL AREA - 2�.5 ft _ 0.5" TO 2.5" WASHED AGGREGATE (min. 6.0" beneath distribution pipe - min.2.0" over distribution pipe and covered with approved synthetic fabric) ASTM C-33 SAND FILL Plowed Surface fl1fl MIN. 6.0" OF TOPSOIL COVER min. 1.0 ft min. 0.5 ft —� 1__ I---- A= 4.5 ft -"-I I D----- E Surface Contour Elevation = 99.15 ft (Show force main, manifold, and flush valve locations on plan view.) 2 % Slope •_._..,.- 0= 2.5 ft E=2.59ft '~ System Elevation = 101.65 ft Lateral Invert Elevation = 102.15 ft ".;.:•Ills.. "ll PLAN VIEW (No Scale) 1-1/4 " O Schdl 40 + PVC Lateral 'i = 10'67 ft 10 ft (typical) (typical) $ _ r- I o Observation I l-------•--------------•------•--•---------------------------- ----.• Ripe it�tsicar)-�--------- L-------------------�------------------------------------J f'r B = ...1 O ft _ � I l= 12.3 K= �ft ft (typical) Bend as necessary to follow contour .. DOWNSLOPE TOE I...-._ L= 126 ft O. Prohibit disturbance and vehicular traffic vz within 15 feet of downslope toe. Pct Pana -Q G) m W O m 0) r DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) FLUSH VALVE DETAIL (No Scale) Orifice in -- -- ` Valve Box Lateral Spacing Center of Threaded Cap (insulation optional) S - for Head Testing (optional) Shield orifices for graveiless applications Ball Valve I \ tty � (optional) � \ Lateral Length (P) = 4�1 Orifices equally spaced: (check a) OR b) belowl a) along bottom of lateral 1 Orifices equally spaced Flush Valve along bottom of lateral b) along top of lateral Assembly -�. �� with every th hole (typical - see detail) facing down /O16, Last Orifice Orifice S acin X — 24 in LATERAL INVERT ELEVATION =4 ft (typical) (typical) (riser pipes optional) 2 ._ "0 Schdl 40 PVC Manifold 2"0 Schdl 40 PVC Force Main (slope to pump tank for drain -back) First Orifice (typical) <Laterals to be level _ Schdl 40 PVC Lateral 0 = 1-1/4 in (typical) . Number of Orifices per Lateral = 25 Orifice Discharge Rate = .053 gpm Number of Laterals = 4 Lateral Discharge Rate = 13_ 6 gpm TOTAL DISCHARGE RATE = 53.8 GPM Orifice Diameter = 5/32 _ in (typical) First Orifice OBSERVATION PIPE DETAIL (No Scale) Screw Type or 4, W . Finished Grade Sip Cap (loose) •'� (mulched & seeded) 4"f3 PVC Pipe c .r • ` Topsoil Cover Top of pipe to terminate .. (min. 1 foot) at or above finished grade `. • (4)1!4"-1 J2" X 6" Slots @ 00 apart Anchoring Device '' Infiltration Surface (typical) END MANIFOLD elf ctya CONNECTON ION Check box. Manifold napplicable First Oifftce (riser pipe optional) t' o C (typical) C) ITS Xca1 �T' X/2 x/2--- ---x------I .h. (� ) (typ O CENTER MANIFOLD T! Manifold �/ CONNECTION 0) (riser pipe optional) PAGE 5 OF 6 . • SEPTIC / PUMP TANK SPECIFICATIONS, (No Scale) 40 Vent Pipe >10 ft from Building 12" Min. or 2.0 ft above Established Flood Elevation (typical) Approved IMPORTANT: Vent r Anchor tank(s) as necessary \jfJ pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 16.76 gal/in Depth (in) Volume (gal) A 19 317 B 2.0 33.52 [c1 5 83 D 10 167 Electrical must comply with JUL 0 8 ryry �s SPS 316 and NEC 300 `v�U Extend manhole riser�ys� necei 11 Weatherproof RRrel� C Junction Box Approved Locking Manhole�n, with Warning Label Attached (typical) --- Conduti 4" Min. or 2.0 ft above Established Flood Elevation T (typical) A :31 [c] Pump * Pump Tank Liquid Level = 39 in } fi D Force Main Diameter = 2 in Force Main Length = 120 ft Force Main Void Volume = 19.5 gal Airtight Seal Quick Disconnect 18" Min. (typical) Weep Approved Joints with Hole Approved Pipe 3 ft onto Solid Ground (typical) 1> Alarm b_on —off - Concrete 3" Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV) = 83 gal/dose (5X total lateral void volumes TDV <0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 54 gpm PUMP TANK: Volume = 600 gal Manufacturer: Wieser Concrete Pump Manufacturer. -Goulds Pump Model: WE0512H - 240v (See attached pump curve.) Controls/Alarm Manufacturer: SJ Electra Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. L.j_ PUMP -OFF ELEVATION = 92.8 ft INSIDE BOTTOM ELEVATION 92 ft Vertical Head = 9.3 ft + Min. Supply Head = 3.5 ft + FM Friction Loss = 6.8 ft + Fitting Loss* = 1 ft *(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 21 ft SEPTIC TANKWS): Total Volume = 1000 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immediately upstream of the pump tank -inlet. • I Filter Manufacturer. Poly Lock Filter Model: 525 PAGE 6 OF 6 Mound Management Plan IMPORTANT: The owner of this mound 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 = 450 gpd; BOD$ 5 220 mgL''; TSS 5150 mgL''; FOG 5 30 mgL'' Inspection Checklist INSPECT EVERY 3 YEARS RECEIVED o type of use o age of system Q- 8 2026 O nuisance factors (i.e. odors, user complaints, etc.) JUL r} mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) Bayfield Co. o material fatigue (i.e., leaks, breaks, corrosion, etc.) lanntng and ZC"In,; AOenC'Y o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) a 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 (i.e., pump re -cycling, float switch settings, etc.) o electrical components (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. o Distribution laterals shall be flushed once every 3 years or when necessary. 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: 715-292-6670 Local government unit: Bayfield Co Zoning Phone: 715-372-6138 Local government unit address: 117 5ht 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 mound dispersal component may be re -constructed within the originally approved area after removal of all failed components. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. The newly enhanced PS Patrols system features all the same functions you have come to expect, plus so much more over other traditional pedestal -style alarms. The PS Patrols features a built-in high water alarm and provides a convenient location to connect all wiring required for a pumping station application. It employs a receptacle for easy connection of a 120V pump and piggy -back pump switch. The sleek, angled design of the clear enclosure includes a removable cover for easy access for field wiring and viewing components. All internal components are sealed within the cover for protection from the elements. The red LEDs illuminate the top of the cover in an alarm condition for easy 360° visual identification. Available with or without 32" mounting post. FEATURES • Enclosure meets Type 3R water -tight standards • Innovative design allows alarm to accept a 5" square plastic post or 4" pipe/conduit for mounting Automatic alarm reset and green power on indicator • Flush mount horn silence/alarm test switch Auxiliary alarm contacts included for easy attachment of remote devices Includes cord seal for sealing switch and pump cables Electrical potting cavity to provide easy, reliable method to seal power cables (electrical duct seal not included) Options include various switch cord lengths, riser assembly adapter, dual alarm, and elapsed time meter PART# DESCRIPTION 1022728 PSP2 120V, no pump switch, with post 1019021 PSP2 120V, no pump switch, 20A breaker, with post 1022575 PSP2 120V, ETM, with post 1022577 PSP2 120V, DUO alarm, ETM, with post 1037095 PSP2 120V, Wisconsin, assembly kit (2.5 inch) 1067640 PSP2 120V, Wisconsin, assembly kit (2.0 inch) 1018434 PSP2 12W TAAB indoor alarm, with post 1011551 Assembly Kit (riser extension coupling and washers) RECEIVED JUL 08 2026 SJE E RHO M a° °9:gen:, U.S Patent No. 9472,932 and 0780,703 I RSe'i•5 Removable Cover incoming Alarm Power Incoming Pump Power Pump Plug ! 1 Pump Float Plug PSP Cord Receptacle Optional Assembly Kit ,l 3302 [83.9 cm] 20.71 [52.6 cm] (10.16 cm) BALL - HOUSING TRAVEL FILTER CARTRIDGE MATERIAL - POLYPROPYLENE I-�- 5.714.7 cm] fl MATERIAL - FILLED POLYPROPYLENE 4 BALL PUSH ROD SECTION A -A FACTORY INSTALLED A MATERIAL - FILLED POLYPROPYLENE 6.5" (16.51cm) SEALED BALL 4" AND 6" FACTORY OPTIONAL BUSHING MATERIAL -HOPE INTALLEDPIPEOUTLET (FOR4- THIN WALL PIPE) MATERIAL PVC PART NO. 30142-R OR OPTIONAL FLOAT SWITCH POLYLOK PL- 525 - 625 CUTAWAY 7p PART NO.30142!EUR ir, in N _ C c. cm Zn a Wastewater* APPLICATIONS Specifically designed for the following uses: • Homes, Farms, Trailer Courts, Motels, Schools, Hospitals, Industry, Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: , maximum. • Discharge size: 2" NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104°F (40°C) continuous, 140°F (60°C) hltetmittent • See order numbers on reverse side for specific HP, voltage, phase and RPM's available. MOTORS • Fully submerged in high-grade turbine oil for lubri- cation and efficient heat transfer. • Class B insulation on /. - 1112 HP models. • Class F insulation on 2 HP models. Single phase (60 Hz): • Capacitor start motors for maximum starting torque. • Built-in overload with automatic reset. • SJTOW or STOW severe duty oil and water resistant power cords. • Y. - 1 HP models have NEMA three prong grounding plugs. • 1112 HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously with- out damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction. • Power Cable: Severe duty rated, oil and water resis- tant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Option- al lengths are available. • O-ring: Assures positive sealing against contami- nants and oil leakage. AGENCY LISTINGS @ Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File OLR38549 RECEIVED METERS FEET JUL 08 2026 40 130 WE15HH �5RIES: WE 120 Planning and ZcRP ji &LIDS 35 y2 1750 110 WE20H -►5GPM 30 - 100 5FT p 90 WE15H - - - = 25 80 10 v 4 20 70 E07 y 60 WE0 F 15` 50 E0SH O 40 10 30 WE03M 20 WE -03L 5 10 G1 u0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 0 5 10 15 20 25 30 35 m3/hr . CAPACITY 4" CAST-A-SEAL ..�...�...... ��.....-J - -�.»w� I I !iii I I 1 �H U 1 ! 111 V ! 1 tip` Q-sl r rl ► FILTER OR I BAFFLE Ij jl 1 1h 4" CAST -A -SEAL 4" VEN T OUTLET a o V 0.- t M I TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS WLP1 000/600 -MR I. TANK SPECIFICATIONS o o . DIMENSIONS: h o WALL: 3" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER o HEIGHT: 51" LENGTH: 12'-6" WIDTH: 7'--0" a BELOW INLET: 42"E LIQUID LEVEL: 36" 0 WEIGHT: BOTTOM 9,500 LBS. COVER 5,470 LBS. �-' 'I a o INLET AND OUTLET: - m 00 o 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: U N n a Q a J W WISCONSIN, SEE DETAIL #10 0 (OTHER STATES SEE CHART) ¢ LIQUID CAPACITY: 27.88 GAL/IN (SEPTIC) 16.76 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL O z ao TANK CAN BE USED AS: a SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON 0 COVER: MIX DESIGN #8 (NO FIBER) x °O TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE Q o O Q J' REVIEWED BY o U REVIEW DATE n w DRAWINGS SUBMITTED tj FOR APPROVAL APPROVED BY: SHEET NO. 1 7" APPROVAL DATE: OF PRODUCTS NEEDED BY: ,' 1 (r rr-Oo3cDc Private Sewage System Mainten-2mi a Agreement Owner(s) Name ... r0. c Oe.OeL, Owner(s) Mailing Address 30_1g1 NbLWe€4 D uvtYuN 5t031� Site Address 7131? ov 1VV a5t1lt'rn WZ 51P1I 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) Slz /1, 1/4 of _1/4 Section _Township N. Range _ W. Additional Legal Description: Town of W LI3lAb V'V\ (Acreage) Gov't Lot Lot Block Subdivision Lot CSM # Vol. Page CSM Doc # DOCUMENT NUMBER 2O26R-6 1 2861 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 07/08/2026 AT 2:36 PM RECORDING FEE: $30.00 PAGES: 1 RECEIVED i.1 •_ 0.9L016 Recording Area Baylield Co. Return To: Planning and Zoning Agency Planning and Zoning Department ❑ In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: I& Mound ❑ 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 -around 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 Subscribed and sworn to before me on this date: -i rat✓ -Dt Jmac, a9/cROA,6 Notarizedowner(s)— Signature(s) ______________ Notary Public � �JQ A ��q �� t. . I) e r cn P_' -f My Commission Expires: 3/ /27 Drafted by: ct -g. a Date: tike - KAY DERAGON Notary Public State of Wisconsin Proofed by: Revised July 2020 � r S lZ. oLf o r-iECE D - r JUL .08 2026 Wisconsin Department of Safetyand Professional Services Page of 0 c . Division of Industry Services Bayfield Co. $P SOIL EVALUATION RE o r Olt ` ETY—,2 �'Y•, - }y In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include, Bayfield but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 38474 Please print all information. vi Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location ❑ i] Tracy Defoe Basina Govt. Lot NE , SE pia S 10 T 48 N R 5 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: 30787 Duckweed Dr. 320-423-3288 74399 Ondossagon Rd. Washburn City State I Zip Code Phone Number ❑ City O Village IN Town I Nearest Road Burtrum IMN 1563.18 i ( ) Washburn Ondossagon New Construction Use:.O Residential/Number of bedrooms 3 Code derived designflow rate 450 GPD :Replacement ❑ Public or commercial — Describe: Flood Plan elevation if appllcabie__ ft. INTERED Parent material Till Plains % a General comments and recommendations: Mound on 97' contour with .4 loading [II]Boring # �$°ring 96.7 8 96.04 []Pit Ground surface elev. ft. Depth to Iimlting•factor in.! elev. ft. I Soil Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft` 'Eff#1 Eff#2 1 0-8 5yr 5/3 - sil 2mabk ml gw 3f .6 .8 2 8-12 5yr 413 f1f 5yr 618 sicl 2mabk dh gw 3f .4 .6 3 12-14 5yr 4/4 - sic lfabk mvfi - 1vf 0.0 0.0 Boring # Boring 96.7 Pit Ground surface elev. It. Depth to limiting faclor� 96.1 in. / elev. ft. Soil Aflolicatlon Rate Horizon Depth In. Dominant Color Munsell Redox Description tau, Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Efr#1 'Eff#2 1 0-6 ' 5yr 513 - sil 2rnabk ml gw 3f .6 .8 2 6-8 5yr 4/3 f1f 5yr 618 sicl 2mabk dh gw 2f .4 .6 3 8-12 5yr 414 - sic lfabk mvl'1 - - 0.0 0.0 CST Name (Please Print) Si a e CST Number Edward B. Redingerj, 221939 Address Date Evaluation Conducted Telephone Number 101511th Ave. E. Ashland, WI 54806 I 6111/26 715.292-6670 ' Effluent #1 = 600>30 S220 mgfl. and TSS > 30 ≤ 150 mg1L ` Effluent #2 = BOO, s 30 mg/L and TSS S 30mg1L SBD-8330 (R04/21) ` r uvvJ JUL 0 8 2026 Bayfield Co. Page.?.... of j • O Boring 96.1 Planning and Zoning Agency Boris # ® Pit Ground surface elev.ft. Depth to limiting factor 95.52[iII in. ! elev. ft. Boring Snil Annflcalnn Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu, Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFtz •Eff#1 •Eff#2 1 0-7 5yr 5/3 sit 2mabk ml gw 3f .6 .8 2 7-12 5yr 4/3 c1d 5yr 6/8 sic! 2mabk dh gw 1f .4 .6 3 12-14 5yr 414 - sic lfabk mvfi - - 0.0 0.0 aBoring # D Boring 97 ®Pit Ground surface elev. ft. 8 96.33 Depth to limiting factor in.! elev. ft. Soil Aonlicatlon Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 •Eff#1 Eff#2 1 0-7 5yr 513 - sit 2mabk ml gw 3co .6 .8 2 7-12 5yr 413 cld 5yr 6/8 sict 2mabk dh gw 2f .4 .6 3 12-14 5yr 414 - sic lfabk mvfi - - 0 0 TBoring # ❑ Boring ® Pit Ground surface elev. ft. 95.42 Depth to limiting factor in. I elev. ft. t Sail Anolicatlon Rate Horizon Depth In. Dominant Color Munsell Redox Description au. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDll±t2 •E1 •E2 1 0-7 5yr 513 - sit 2mabk ml gw 3co .6 .8 2 7-12 Syr 413 c1 d 5yr 6/8 sic! 2mabk dh gw 2f .4 .6 3 12-14 5yr 414 - sic lfabk mvfi - - 0 0 Effluent #1 = BOO >30 3 220 mgtL and TSS > 30 5150 mglL • Effluent #2 = BOD. 5 30 mglL and TSS 5 30 mglL • r Page 3 of O Boring 98.55 7 97.97 Boring # Q Pit Ground surface elev. ft. Depth to limiting factor in. ! elev. ft. Sniff Anniicatinn 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 Etf#2 1 0-7 5yr 5/3 sil 2mabk ml gw 3co .6 .8 2 7-11 5yr 4/3 old 5yr 6/8 slot 2mabk dh gw 2m .4 .6 3 11-15 5yr 4/4 - sic lfabk mvfi - - 0.0 0.0 VED ____ ___ _____________ __________ _ ____ Bayfield Co. 7 Boring # ❑ 8orm9& g .5 nnsnq and zoning Agency 7 97.97 ®Pit Ground surface elev, ft. Depth to limiting factor in. I elev. ft. Soil Aontica#ton Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1Ftt «Eff#1 •Eff#2 1 0-7 5yr 5/3 - sit 2mabk ml gw 3co .6 .8 2 7-12 5yr 4/3 old 5yr 6/8 sic] 2mabk -dh gw 2f .4 .6 3 12-16 5yr 4/4 - sic 1 fable mvfi - - 0.0 0.0 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in.! elev. ft. I Soil Anniication 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 'Effluent #1 = SOD > 30 5 220 mglL and TSS > 30 S 150 mg!L ' Effluent #2 = SOD. 5 30 mg/L and TSS s 30 mg!L a Customer Name: Tracy Defoe Basina y Adress: 30787 Duckweek Dr. Burtrum, MN 56318 SUPERIOR SITE: 74399 Ondossason Rd. Washburn ECEIVE PLUMBING MECHANICAL (715)278- 3456 Phone #: 320-423-3288 JUL 082025 p / basinatracv@yahoo.com Email: asinatracv@vahoo.com Bayfield Co. and Zoning Agency CST# 221939 No Well on site Scale: 1" = 40' PIN: 38474 l 10 Acres NE SE S10 T48N R5W Town of Washburn Bayfield Co. $r i 1a ob fhoo ic mr i` r' 5G5; 6 c rz S.i.+ t A -r 4Lo rd O& ` ; ,O�pART?A4A T Wisconsin Department of Safety and Professional Services Division of Industry Services o� . 4822 Madison Yards Way 3 , . Madison, WI 53705 p July 2, 2026 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL MUNICIPALITY: TOWN OF WASHBURN BAYFIELD COUNTY SITE: TRACY DEFOE BASINA 74399 ONDOSSAGON RD WASHBURN, WI 54891 Phone: 608-266-2112 Web: http://dsps.wi.gov U V� 08 20'16` Email: dsps(a wisconsin.gov Sayteld Co. Tony Evers, Governor planning and Zoning Agency Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-072600123-SSD Application No.: DIS-062626635 Site ID No.: SIT -161440 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF I STRY SERVICES SEE CORRESPOND CE 07/0212026 FOR: SOIL SATURATION DETERMINATION The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.0 1(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Approval is hereby granted pursuant to s. SPSP 385.60(2), Wis. Adm. Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Edward Redinger, Certified Soil Tester (CST), and his recommendations. • This approval is limited to the soil characteristics within the tested area. This approval is based upon best management practices and does not warranty the functioning of the system. Water conservation, wastewater disposal practices, and system maintenance will aid in the longevity of the system. • This approval is limited to the soil characteristics within the specified depths and does not include an interpretation of the • redoximorphic features found outside of the specified pits and horizons. This approval is granted for the area encompassed by B- 4, B-5, and B-7. The area between B-1-3 has been significantly disturbed. • An on -site visit was conducted by Katie Petzel, DSPS, on June 15th, 2026. • The estimated highest level of prolonged soil saturation approved under this determination is 7 inches below grade. At least 30 inches of sand lift on top of 7 inches of unsaturated, in -situ soil is required. • Do not drive on the mound site in wet conditions to avoid compaction and keep 6" of ASTM C33 sand under track machines during construction per the recommendations of Edward Redinger, CST. • The basal soil application rate for the mound shall be no greater than 0.4 gpd/sf. per the recommendations of Edward Redinger, CST. • The mound shall be constructed on the 99.15' contour per the recommendations of Edward Redinger, CST. • The linear loading rate shall be no greater than 4.5 gpd/ft. and pressure distribution shall be used. • Surface water shall be diverted away from the mound system. Y S r o A copy of this approval letter and attachments must accompany the system design for this site for the purposes and sanitary permit issuance. 9� uL W26 A cony of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department. which may include local inspectors. gay€eld Co. Punning and Zoning Agenc y In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTmanagement plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov Fee Required: $240.00 Fee Received: $240.00 Balance Due: $0.00 Refund Expected: $0.00 - tC 1V D INTERPRTIVE DETERMINATION Site: 74399 Ondossagon Rd. Washburn, WI Owner: Tracy Defoe Basina Tax ID: 38474 Project overview: JUL 0.8.2026 PlannBaYfield CO. June 15, 20261119 and zoning Agency Edward B. Redinger — CST# 221939 The intent is to show that the insitu soil of 7" is unsaturated and will accommodate the waster water from the home. This will be a new home for Tracy Bsina. She would like to install a mound for effluent dispersal. It Is a partially cleared site In a farmland area. The wooded portion has a plantation of Spruce trees. HISTORY AND TOPOGRAPHY This area is part of the sill Plains for typical landform. The Soil Map unit is the 6480-B -- Portwing- Herbster complex with 06% slopes. Parent material is Clayey till over stratified loamy and sandy lacustrine deposits. The general slope of this site is to the North/ Northeast with the area for dispersal having a 1-2% northeast slope. No saturation was evident at the time of the soil evaluation. Redox features found were few and faint and small at 7-12" below the surface. CONCLUSION The upslope area will be graded to ensure surface water flows away from the mound area since it Is next to the driveway. This will ensure effective accommodation of infiltration for the wastewater produced here. With no Redox features in the top 7" of the A horizon it confirms the site will dry out and does not stay saturated for long periods. This is further confirmed by the absence of hydric soils in the upper horizons. As per SPS 383.44(3) the site is suitable for a POWTS Mound with more than 6" of unsaturated soil. RECOMMENDATIONS 1. The mound shall be constructed as noted on the attached Soil Evaluation Report on the 99.15' contour 2. Do not drive on the mound site in wet conditions to avoid compaction. Keep 6" of ASTM C33 sand under track machines when constructing. 3. The site is wooded and must be cleared. Leave stumps in place. Removal of duff and branches carefully so minimal tilling is needed in the top 4". Use the bucket teeth of excavator to "chisel plow" the sod when the soil is dry. 4. Ensure 30-32" of ASTM C33 sand is In place for treatment of effluent. 5. Design the mound using .4 pgd/sq ft. loading rate. Edward. B. Redinger i � r Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES D SION OF IN STRY SERVICES SEE CORRESPOND CE 07/02/2026 F2C "IVED Custom Soil Resource Report JUL 0.8 2026 Bayfield Co. Other vegetative classification: Fraxinus nigra-Abies balsa 4lsgR tier�aing Agency capensis , Black Ash -Balsam Fir/Spotted Touch-me-not (2FnAbl) Hydric soil rating: Yes Munuscong Percent of map unit: 5 percent Ecological site: F092XY007WI - Wet Loamy or Clayey Lowlands Other vegetative classification: Fraxinus nigra-Ables balsamealimpatiens capensis , Black Ash -Balsam Fir/Spotted Touch-me-not (2FnAbl) Hydric soil rating: Yes Shag Percent of map unit: 5 percent Landform: Depressions, Drainageways Ecological site: F092XY007WI - Wet Loamy or Clayey Lowlands Other vegetative classification: Fraxinus nigra-Abies balsameallmpatiens capensis , Black Ash -Balsam FirlSpotted Touch-me-not (2FnAbl) Hydric soil rating: Yes 64808—Portwing-Herbster complex, 0 to 6 percent slopes Map Unit Setting National map unit symbol: gk56 Elevation: 600 to 1,100 feet Mean annual precipitation: 28 to 33 inches Mean annual air temperature: 36 to 43 degrees F Frost -free period: 90 to 120 days Farmland classification: Farmland of statewide importance Map Unit Composition Portwing and similar soils; 50 percent Herbster and similar soils: 30 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Portwing Setting Landform: Till plains an orris position (two-dimensional): Summit Down -slope shape: Convex Across -sloe shape: Convex Parent material: Clayey till over underlying stratified loamy and sandy lacustrine deposits Typical profile A -0 to 4 inches: sift loam E/B -4 to 9 inches: silt loam Bt -9 to 32 Inches: clay Btk - 32 to 51 inches: clay 15 RECEIVED Custom Soil Resource Report 2C - 51 to 80 Inches: stratified very fine sand to silt Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): moderately high (0.06 to 0.20 inlhr) Depth to water table: About 12 inches Frequency of flooding: None Frequency of ponding: None JUL 082026 8ayfieid Co. Planning and Zoning Agency Moderately low to Calcium carbonate, maximum content: 20 percent Available water supply. 0 to 60 inches: Moderate (about 7.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: CID Ecological site: F092XY015W1 - Clayey Uplands Forage suitability group: Mod AWC, adequately drained (G092XY005W1) Other vegetative classification: Acer saccharum I Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Mod AWC, adequately drained (G092XY005WI) Hydric soil rating: No Description of Herbster Setting Landform: Till plains Landform position (two-dimensional): Footslope Down slope shape: Linear Across -slope shape: Concave Parent material: Clayey fill and underlying loamy and sandy stratified lacustrine deposits Typical profile A -0 to 5 inches: silt loam E -5 to 10 inches: silt loam 8/E -10 to 13 inches: silty clay loam Bt1 - 13 to 28 Inches: clay 2Bt2 - 28 to 33 inches: ' stratified silty clay loam to clay to silty clay 2Btk -33 to 55 inches: stratified silty clay loam to clay to silty clay 3C -55 to 80 inches: stratified very fine sandy loam to silt loam to loamy very fine sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Runoff class: High. Capacity of the most limiting layer to transmit water (Ksat): low (0.00 to 0.06 in/hr) Depth to water table: About 0 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Very low to moderately 16 I I- l REc VE JUI. , 0.8 2026 Custom Soil Resource Report Bayfield Co. enoy planning and Zontng A9 Available water supply, 0 to 60 inches: Moderate (about 7.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: D Ecological site: F092XY012W1 - Moist Clayey Lowlands Forage suitability group: Mod AWC, high water table (G092XY004WI) Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Acer rubrum - Abies balsamea l Sanicula marilandica , Red Maple - Balsam Fir / Black Snakeroot (ArAbSn), Mod AWC, high water table (G092XY004W1) Hydric soil rating: No Minor Components Lerch Percent of map unit: 5 percent Landform: Depressions on till plains, Drainageways on till plains Ecological site: F092XY007W1- Wet .Loamy or Clayey Lowlands Other vegetative classification: Fraxinus nigra-Abies balsamea/impatlens capensis , Black Ash -Balsam Fir/Spotted Touch-me-not (2FnAbi) Hydric soil rating: Yes Cornucopia Percent of map unit: 5 percent Ecological site: F092XY015Wi - Clayey Uplands Other vegetative classification: Acer saccharum - Tsuga canadensis / Maianthemum canadense , Sugar Maple - Eastern Hemlock / Qild Lily -of -the - valley (ATM) Hydric soil rating: No Sedgwick Percent of map unit: 3 percent Ecological site: F092XY012Wl - Moist Clayey Lowlands Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi) Hydric soil rating: No Sanborg 0 Percent of map unit: 3 percent Ecological site: F092XY015WI - Clayey Uplands Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Acer rubrum - Abies balsamea / Sanicula marilandica , Red Maple - Balsam Fir / Black Snakeroot (ArAbSn) Hydric soil rating: No Badriver Percent of map unit: 2 percent Ecological site: F092XY007WI - Wet Loamy or Clayey Lowlands Other vegetative classification: Acer rubrum - Abies balsamea / Sanicula marilandica , Red Maple - Balsam Fir / Black Snakeroot (ArAbSn) Hydric soil rating: No Allendale Percent of map unit: 2 percent Ecological site: F092XY012Wi - Moist Clayey Lowlands 17 • rt .i CEiVED JUL 0.0 2026 Custom Soil Resource Report Bayfield Co. Planning and Zoning Agency Other vegetative classification: Acer saccharum 1 Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Acer rubrum - Abies balsamea / Vaccinium angustifolium - Comus canadensis , Red Maple Balsam Fir/ Low Sweet Blueberry - Bunchberry (ArAbVCo) Hydric soil rating: No 18 Y J At -s 6479At P t. r Y ?ttdr... 5- F'5 P4� ' P 1 01 1°( ' A n ip�k 4 a .j V s` r ¢ f_1 '�l •r t•� se a •' .,,.I IA oqf s 4 4 / O rX 1Prif�, ry7♦,r� • R 3r N i�It _r �7T Yl.�il'r c 7. •`YI,�',M rt .�� - 1 . r wy yy r' ; #: tf ��y Ty ♦!'r it ' f r" ,r h4 n •N r,% der I', jKt iii'1 Tf i• yrtd Y i; .� �` 1�I`.�r.Ti-i i f� \ "rl j1 T f• T FJa y"�. P r:• ,`1j���- �aS.i'7i'� . '�', �- e" 4Q�.Z;iAA�.:�"IIp�YfEL��l � '� _ ♦ `r Contours Defoe Basina PRPID/Tax Tb # 38473 g42. ADAM & CHELSIE ANDERSON 942 �ti J � C N PRPID/Tax ID # 38474 74399 ONDOSSAGON RD74399 ONDOSSAGON RD PRPXD/Tax ID # 30746 TRACY L DEFOE * _ . o •0 PAUL W KACVINSKY JR O 944 944. PRPXD/Tax ID # 39477 DAVIb R & TERRI L B BAHE co 71212026, 1:36:53 PM 1:792 Q Approximate Parcel Boundary �p 0 0.01 0.01 0.03 ml Road Type hayfield, gls.SDE.T Washburn . 0.01 0.03 0.06 km m W ' Town Index O Ci Bayf &d County Land Records Depadmont �� Intermediate Building N a �p z ElS' p m v) BayBeld County Zoning AppflcattonAB Added by K. Petzel https Nmaps.baytialdcounty.WLgav2oningoninoWAB/ BAYFIELD COUNTY SANITARY PERMIT (#04)-26-85S STATE SANITARY PERMIT OWNER: TRACY L DEFOE ET AL G OV'T LOT: LOT: B LK: NE 1 /4 SE1/4 /4 SEC:10, T 48 N, R 5 TOWNSHIP: Washburn SOIL TEST: 84-26 NEW SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: EDWARD REDINGER TRACY POOLER DATE: 7/14/2026 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: # 221939 Condition: Adhere to state conditions. THIS PERMIT EXPIRES 7/14/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION