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Home My WebLink About26-85SIndustry Services Division County 4822 Madison Yards Way Bayf'ield O (� I Madison, WI 53705 Sanitary Permit Number (to be filled in by Co.) " P.O. Box 7302 y Viµ. I Madison, WI 53707 a�-85 S Sanitary Permit Application StateTrTransactionNumber In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this fort to the appropriate governmental unit S' IT' " Q 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 74399 ssa Ondoon Rd. Washburn purposes in accordance with the Privacy Law. s. 15.04(1)(m), Slats. Ondossagon Defoe Basina Property Owner's Mailing Address 30787 Duckweed Dr. City. State Zip Code Burtrum, MN 56318 II. Type of Building (check all that apply) �1 or 2 Family Dwelling - Number of Bedrooms 3 ['ublic/Commercial — Describe Use r—IState Owned — Describe Use Q 38474 JUL Q82 Property Location Bayfield Co. Govt. Lot blonnirin ad Zoning Agency one Numoer 320-423-3288 NE ¼.SE__h Section 10 Lot 4 ,-48 ❑✓ Towtl of VVdS11Du1D 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 If a licable.) A. ✓E ew System I —1 � l pceplaceoient System LIa-Ground (Other Modification to Existing System (explain) ❑Additional Pretreatment Unit (explain)�J B. ❑Holding Tank (conventional) t -Grade IMound J Individual Site Design J:IOther Type (explain) C. ❑ Renewal Before Expiration ❑Revision]Change of Plumber ❑Transfer to New Owner ist Previous Permit Number and Date Issued 450 1,4 1125 11682 101.65 Capacityin I Total I 4 of I Manufacturer Tank Information Gallons Gallons Units a a IoI I I y New Tanks Existing Tanks .r' e u i , i U in cr i- a bepac ornototng lama X 1000 1 Wieser Concrete u U Dosing Chamber X 600 ✓ O V. Responsibility Statement- I, the undersigned, assume responsibility for Installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Edward B. Redinger Z;�A3 221939 715-292-6670 Plumber's Address (Street, City, State. Zip Code) 1015 11th Ave. E. Ashland, WI 54806 / ` "Approved O Disapproved 7 O Owner Given Reason for Denial $��0 %/J'9/.� Conditions of Approval/Reasons for Disapproval Ajiiae to yW caa/, ►s Attach to complete plans for the *,'stem SBD-6398 (R. 02/22) on Dane' not lei, than 6 Viz ti Inches Wisconsin Department of Safety and Professional Services Divisioq of Industry Services 4822 Madison Yards Way Madison. WI 53705 July 2, 2026 CUST ID NO.: 221939 EDWARD REDINGER 1015 11 TH 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 J Phone: 608.266.2112 Web: http://dsps.wi. oovvEmail: dsps(riwisconsin.gov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-072601339-C Application No.: DIS-062626636 Site ID No.: SIT -161440 Please refer to all identification numbers in each correspondence with the Department Jul. 08207 Band Z Go9 , ence planning and tot' Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STRY SERVICES SEE 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. Scats. • 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 Y< -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. • AU 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 (1 I)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow a l manufacturer's recommen aiion.. _ • Verifxn ne s Dnor o costa anon. y!Pump Floats to be set and verified per the approved plan. • All conditions of the IDR approval letter are to be followed. 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, 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 REC n'en JUL U o Lu.' Planninga(� PAGE 1 OF 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 RECEIVED Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan JUL 082026 Ca :it19M11(Qal1,t' 7[.ainr,�'-y,r..,r Pump Curve I POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description 3 Bedroom mound with .4 loadi Owner Name(s): Tracy Defoe Basina Owner Address: 30787 Duckweed Dr. Burtrum, MN Phone: 320 -423 3288 Zip: 56318 Project Address: 74399 Ondossagon Rd. Washburn, WI Govt. Lot: NE 1/4 of SE 1/4,Section10 ,T48__N-R5 E❑or w❑✓ Township: Washburn County: Bayfield Project Parcel ID #: 38474 Designer Information Designer Name: Edward B. Redi Designer Address: 1015 11th Ave. E. Ashland, WI E-mail: ed@superiorpmw.com License Number: 221939 Remarks: Phone:715 .292 .6670 Zip: 54806 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OFY SERVICES SEE CORRESPOND CE 07/02/2026 Signature: Date: 6/23/26 Original signature required on each ubmitted copy Customer Name: Tracy Defoe Basina 4 Adress: 30787 Duckweek Dr. Burtrum, MN 56318 SUPERIOR SITE: 74399Ondossagon Rd. Washburn PLUMBING MECHANICAL Phone #: 320-423-3288 (715) 278-3456 5 Email: basinatracy@yahoo.com .i? CGiI�� CST# 221939 No Well on site Scale: 1" = 40' PIN: 38474 10 Acres NE SE 510 T48N R5W �/o �� Town of Washburn Bayfield Co. — - — - — Ted'•^ i I 6-I 1606/600 rk o e 9',11 l�ivo./-y 1-;y iLe,kaac Soi I S arc S: i !4( V& uq 5-k. RECEIVED JUL 082026 Planning Co. 9 and _cning Agency SINGLE -CELL MOUND DISPERSAL AREA w= 27.5 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) L ASTM C-33 SAND FILL min 0 5 ft r Plowed Surface Surface Contour Elevation = 99.15 ft MIN. 6.0" OF TOPSOIL COVER (Show force main, manifold, and flush valve locations on plan view.) min. 1.0 ft -1 E I•• % Slope — D= 2.5 ft E= 2.59 ft System Elevation = 101.65 ft Lateral Invert Elevation = 102.15 ft CROSS SECTION VIEW (No Scale) PLAN VIEW (No Scale) 1-1/4 "OSchdl40 T PVC Lateral ..= 10.67 ff 10 ft (typical) � (typxyl _.--..— — — --------------------•-------------------------- — - oosmvetron = I L ---------------------------------------------------J B = 100 ---- 12.3 K= ft Bend as necessary to follow contour z DOWNSLOPE TOE F. RJ I L = 126 ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. 13 ft (typical) G) m C.) O m O) Pcecf Pnnc DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) FLUSH VALVE DETAIL (No Scale) Orifice in rllce Valve Box Lateral Spacing 2.2 Center of Threaded Cap (insulation optional) S = ft for Head Testing (optional) \ ) \ Shield onfices for f \ gravelless applications Ball Valve I \ (optional) / \ Q P^ _ Lateral Length (P) Orifices equally spaced. �- (check a) OR b) below[ a) EL bottom of lateral Flush Valve f —I b) along top of lateral Assembly ` with every hole (typical - see detal) .�40 n facing down •. 1 3,5I 5 fl (riser pipes optbnal) 2 'O Schdl 40 PVC Force Main (slope to pump tank for drain -back) 2 'O Schdl 40 First Orifice PVC Man'ffoid (typical) (yp Laterals to be level Schdl 40 PVC Lateral 0 = 1-1/4 in (typical) 49.2 ft Number of Orifices per Lateral = 25 Orifice Discharge Rate = .053 gpm Orifices equaly spaced along bottom of lateral Number of Laterals = 4 Orifice Spacing (X) _ (typical) (typical) LATERAL INVERT ELEVATION = ft (typical) 24 in Orifice Diameter = 5/32 in Lateral Discharge Rate = 13.46 gpm TOTAL DISCHARGE RATE = 53.8 GPM (typical) First Orifice (typical) OBSERVATION PIPE DETAIL I ❑ END MANIFOLD — x --� (No Scale) (typical) CONNECTION Screw -Type or . Finished Grade L Check Slip Cap (loose) . (nulched & seeded) gy r-: RI applicable box. Manifold 40 PVC Pipe Topsoil Cover C First Orifice (riser pipe optional) Top of pipe to terminate (min. 1 foot) N (typical) 0 at orabove N �_3 m (4)1/4•-1f2-X6-Sio 2 �X�X/2 —X/2 @ 90 apart (typical) (typical) O Anchoring Device In(ntrallon Manifold CENTER MANIFOLD mCONNECTION O) Surface (riser pipe optional) PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) R�CIVEp 0.0 vent Pipe >10 ft fro^: �l I Building Electrical must comply with ` 082025 12' Min. or 2.0 8 above SPS 316 and NEC 300 C Established Flood Elevation Extend manhole riser hate.0id � tion Bf O tannin VJeelzo ip (typical) Approved Junction Box Approved Locking Manhole garb Z°ning A9en Cap with Warning Label Attached IMPORTANT: Vent Anchor tank(s) as necessary l (typical) C Min, or 2.0 n Conduit eove pursuant to SPS 383.a3(8)(g)l Established Flood Elevation I I° T typical) Finished Grade CAPACITIES @ 16.76 gal/in c Depth (in) Volume (gal) A 19 317 B 2.0 33.52 [C] 5 83 D 10 167 *Pump Tank Liquid Level = 39 in Force Main Diameter = 2 in Force Main Length = 120 ft Force Main Void Volume = 19.5 gal �Aldighl Seal Quick Disaonned 1 18' Min. (typical) * Weep `APMoved Joints with Hole Approved Pipe 3 ft onto A Solid Ground (typical) O Alarm B l_Gn i (ci PUMP -OFF Pump b_off ELEVATION = 92.8 ft D Concrete INSIDE BOTTOM + B°� _ELEVATION= 92 ft Y Approved Bedding Material Beneath Tank Vertical Head = 9.3 ft [C] Total Dose Volume (TDV) = 83 gal/dose L (5X total lateral void volume s TDV s 00.2X design now) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 54 gpm PUMP TANK: Volume = 600 Manufacturer: 171 Wieser Concrete Pump Manufacturer: Goulds Pump Model: WE0512H - 240v (Sea attached pump curve.) Controls/Alarm Manufacturer: SJ Electra Controls/Alarm Model: PS Patrol + 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 SEPTIC TANK(S): Total Volume = 1000 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immediately upstream of the pump tank inlet. Filter Manufacturer. Poly Lock Filter Model: 525 Float switches containing mercury are prohibited. 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; 8005 S 220 mgL"'; TSS 5 150 mgL"'; FOGS 30 mgL"' Inspection Checklist INSPECT EVERY 3 YEARS RECEIVED type of use age of system nuisance factors (i.e. odors, user complaints, etc.) JUL 0 8 2026 mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) Babco material fatigue (i.e.. leaks, breaks, corrosion, etc.) planning and Zoning Agent/ solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) extent of ponding in distribution cell prior to dosing dosing irregularities (i.e., pump re -cycling, float switch settings, etc.) electrical components (i.e., wiring, connections, switches, controls, timers, alarms, etc.) distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) 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. 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: Local government unit: Bayfield Co Zoning Phone: Local government unit address: 117 5ht St. E. Washburn, WI 715-292-6670 715-372-6138 ZIP: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department In accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed 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, Wlsc. Admin. Code. The newly enhanced PS Patrol system features all the same functions you have come to expect, plus so much more over other traditional pedestal -style alarms. The PS Patrol 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 I 20V, 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 120V, TAAB indoor alarm, with post 1011551 Assembly Kit (riser extension coupling and washers) RECEIVED JUL 08 2026 SJE RHOMB a U.S Patent No. 9472,932 , and D780,703 =` Removable Cover Incoming Alarm Power incoming Pump Power -. Pump Plug Pump Float Plug PSP Cord Receptacle Optional Assembly Kit -- A 33.02 [83.9 cm] 20.71 [52.6 cm] 4' (10.16cm)B L HOUSING TRAVEL FILTER CARTRIDGE MATERIAL -POLYPROPYLENE 5.7 [14.7cm] MATERIAL -FILLED POLYPROPYLENE II I' ez!!r-m=m22 l t r / Y�.:.1 , � jir. ail � � , �� '��J'{� �1 1�•� �'� � i ��nm.mnuuuunununannuuuunuununnm� oumuuuuuunuumum ni u 0 L L PUSH ROD SECTION A -A Gy5 V I FACTORY INSTALLED J!!JJJL__ MATERIAL - FILLED POLYPROPYLENE A 6.5 (16.51cm) SEALED BALL - 4"AND 6' FACTORY OPTIONAL BUSHING MATERIAL-HDPE INTALLED PIPE OUTLET (FOR 4- THIN WALL PIPE) MATERIAL- PVC PART NO. 30142-R OR OPTIONAL FLOAT SWITCH POLYLOK PL- 525 - 625 CUTAWAY (FOR MM. PIPE) 70 ` 42 - PARTNNO.301R0EUR v m r RY N O m y .G Ji 0 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) intermittent. • 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'A- 1'h 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. •'/I - 1 HP models have NEMA three prong grounding plugs. • 11/2 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 Se Tested to UL 778 and GSA 22.2 108 Standards 1 By Canadian Standards Assocolion File YLR38549 c us RECEIVED METERS FEET JUL 0 8 2026 40 130 WE15HH 6ayfiei S RIE5: WE 120 4_Is=SOLIDS planning and 35 1750 110 WE20H -*4-sGPM 30 100 5 Fir O 90 WE15H X 25 80 E10 U a 20 70 E07 >-60 WE05 15O 50 E05H 40 10 30W03M 20 WE03L • \\ \ \ \ 10 \\\� (M) (L) 0 0 0 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 i'AGE2 WLP1000/600-MR TANK SPECIFICATIONS 12'-6" 4" CAST -A -SEAL\ [-4" CAST -A -SEAL N-----`------- --- ��---------� I III I II IIII (a.) It d IrII O - I I �I _ mti IIII 11 ciI I � � IIT 1� II ! i FILTER OR iPli i I BAFFLE I I I III _ I I OR EXCEED ASTM C-1227 /ENT DIMENSIONS: WALL: 3" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 51" LENGTH: 12'-6" WIDTH: 7,-0" BELOW INLET: 42" LIQUID LEVEL: 36" WEIGHT: BOTTOM 9,500 LBS. COVER 5,470 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 27.88 GAL/IN (SEPTIC) 16.76 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE OUTLET a¢ — U n C Cr in AP PAD n R Q'0 N0 o v M REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: 0 a 1 V OF 1 TANKS ARE Private Sewage System MaintenTttt Agreement )Name \INOS5 %oufn 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 wles established in the WI Adm. Code, as from time to time amended. (COMPLETE Legal Is required) 5I# 6 1/4 of 1/4 Section /0 Township _____N. Range W Additional Legal Description: Town of WDS rk�U VrA (Acreage) Lot Block Subdivision JO Gov't Lot Lot _ CSM # Vol. _ Page _ CSM Doc # DOCUMENT NUMBER 20268-6 12661 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 07/08/2026 AT 2:36 PM RECORDING FEE: $30.00 PAGES: 1 RECEIVED IOUL 09 Z0Z6 Recording Area 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. Atarede. 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 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 Subscribed and sworn to before me on this date: T rqr, D&t Jet -t• -c- °�9/cZ�ak Notarized wner(s)— Signature(s) Notary Public �a,A �TAn� Key 1)e r c--/ "_—/ ct GYti My Commission Expires: 3/ '/'7 r Drafted bclls T a t e Date: t^f,2%20 — — KAY DERAGON Notary Public State of Wisconsin Proofed by: Revised July 2020 SJ2%ovzfo RECEIVED JUL 08 2026 Wisconsin Department of Safety and Professional Services Page of Bayfield Co. ' Division of Industry Services Yfi Q SP SOIL EVALUATION REI Olt 'EST # 0 '" In accordance with SPS 385, Wis. Adm. Code County Bayfield Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, 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 U El Tracy Defoe Basina Govt. Lot NE 'j SE A. S 10 T 48 N R 5 E (or) W Property Owner's Mailing Address Site Address or GSM and Lot #: 30787 Duckweed Dr. 320-423-3288 74399 Ondossagon Rd. Washburn City State I Zip Code f Phone Number ❑ City O Village 0 Town Nearest Road Burtrum IMN 156318 1( ) Washburn lOndossagon U New Construction Use: R Residential/Number of bedrooms 3 Code derived designflow rate 450 GPO lReplacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable__ -fit. ITERED Parent material Till Plains �o General comments and recommendations: Mound on 97' contour with .4 loading Boring # DBoring � Pit 96.E 8 96.04 Ground surface elev. ft. Depth to limiting factor in,! etev. ft. Snil Annlicatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft� 'Eff#1 'Eff#2 1 0-8 5yr 5/3 - sii 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 414 - sic lfabk mvfi - 1vf 0.0 0.0 Boring # ❑Boring 96.7 6 96.1 Pit Ground surface elev. IL Depth to limiting factor in. / elev. ft. I Sn€l Annlleatinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Cu, Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz Efr#1 'Eff#2 1 0-6 5yr 5/3 - sil 2mabk ml gw 3f .6 .8 2 6-8 5yr 413 f1f 5yr 6/8 sicl 2mabk dh gw 2f .4 .6 3 8-12 5yr 414 - sic 1 fable mvfi - - 0.0 0.0 CST Name (Please Print) Si a e CST Number Edward B. Redinger j 221939 Address Date Evaluation Conducted V Telephone Number 101511th Ave. E. Ashland, WI 54806 I 6/11/26 715-292-6670 Effluent #1 = BOO' 30 5 220 mg/Land TSS > 30 s 150 mg1L ' Effluent #2 s BOD, s 30 mg/L and TSS 30 mg/L SBD-8330 (R04121) htL IVCHJ L.I] Boring # JUL 082026 Bayfield Co. Page?.... of O Boring 96.1 Planning and Zoning Agency 95.52 ® Pit Ground surface elev. - ft. Depth to limiting factor in. I elev. ft. Soil Aaclication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu, Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFtz •Eff#1 'Eff#2 1 0-7 5yr 5/3 sil 2mabk ml gw 3f .6 .8 2 7-12 5yr 4/3 c1d 5yr 6/8 sicl 2mabk dh gw 1f .4 .6 3 12-14 5yr 414 - sic lfabk mvfi - - 0.0 0.0 Boring # ❑ Boring 97 8 96.33 ® Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Ancilcation Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary ti Roots GPO/Ft2 'Etr#1 Eff#2 1 0-7 5yr 513 - sil 2mabk ml gw 3co .6 .8 2 7-12 5yr 4/3 cld 5yr 6/8 sicl 2mabk dh gw 2f .4 .6 3 12-14 5yr 4/4 - sic 1 fabk mvfi - - 0 0 Boring # Q Boring 6j 795 42 ® Pit Ground surface etev. �" ft. Depth to limiting factor in. I eiev. ft. I Soil Annlicatien Rata Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Eff#3 'Eff#2 1 0-7 5yr 513 - sil 2mabk ml gw 3co .6 .8 2 7-12 5yr 4/3 c1 d 5yr 6/8 sicl 2mabk dh gw 2f .4 .6 3 12-14 5yr 4/4 - sic lfabk mvfi - - 0 0 ' Effluent #1 = GOD > 30 5 220 mg/L and TSS > 30 S 150 mg/L ' Effluent #2 = BOO.5 30 mglL and TSS s 30 mg(L Page 3 of --1�-- aBoring # ❑ Boring 98.55 0 Pit Ground surface elev. ft. 7 97.97 Depth to limiting factor in. I elev. ft. Soil Application 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 •Eif#2 1 0-7 5yr 5/3 sil 2mabk ml gw 3co .6 .8 2 7-11 5yr 4/3 c1 d 5yr 6/8 sicl 2mabk dh gv 2m .4 .6 3 11-15 5yr 4/4 - sic 1fabk mvfi - - 0.0 0.0 R Bay5eld Co. O Boring nning and zoning Agency a)Pit Boring # Ground surface elev. 98 5� . Depth to limiting factor in. I eiev. 97.97 ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#i `Eff#2 1 0-7 5yr 5/3 - sil 2mabk ml gw 3co .6 .8 2 7-12 5yr 4/3 old 5yr 6/8 slot 2mabk dh gw 2f .4 .6 3 12-16 5yr 4/4 - sic lfabk mvfi - - 0.0 0.0 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / eiev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#i Eft#2 Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, s 30 mg/L and 168 5 30 mg/L r✓ SUPERIOR PWMBWG MECHANICAL (715) 278-3456 Customer Name: Tracy Defoe Basina Adress: 30787 Duckweek Dr. Burtrum, MN 56318 SITE: 74399 Ondossagon Rd. Washburn lnLCEIVED Phone #: 320-423-3288 JUL 08 Z026 Email: basinatracv@vahoo.com Bayfield Co. Planning and Zoning Agency CST# 221939 f No Well on site Scale: 1" = 40' PIN: 38474 10 Acres NE SE S10 T48N R5W Town of Washburn Bayfield Co. - - - - s_ TecL�t I- f laQ6/6000-rk mc- O l r b-rvy sai✓IS arc 5a"../i&( 4",v.)& s: k. d 3-I It 1 Wisconsin Department of Safety and Professional Services • Division of Industry 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 MUNICIPALITY: TOWN OF WASHBURN BAYFIELD COUNTY SITE: TRACY DEFOE BASINA 74399 ONDOSSAGON RD WASHBURN, WI 54891 Jul 08 2026 Phone: 608-266-2112 Web: http://dsps.wi.gov Email: dsps(iwisconsin.gov 13ayld 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 IN STRY SERVICES SEE CORRESPOND CE 0710212026 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 101.01(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. 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. • A copy of this approval letter and attachments must accompany the system design for this site for the purposes and sanitary permit issuance. JUL Q8 2026 A 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. yfield Co. Planning and Zoning Agency 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 RECEIVED JUL 08 2026 INTERPRTIVE DETERMINATION Site: 74399 Ondossagon Rd. Washburn, WI Owner: Tracy Defoe Basina Tax ID: 38474 Project overview: Plannin BaYfield Co. June 15, 2026 9 arx(Z°Wing 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 Till 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 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STRY SERVICES SEE CORRESPOND CE 0710212026 LGE1VED Custom Soil Resource Report JUL 0 8 2026 Bayfield Co. Other vegetative classification: Fraxinus nigra-Abies balsaitnAltgat�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-Abies balsameallmpatiens 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 Fir/Spotted Touch-me-not (2FnAbl) Hydric soil rating: Yes 6480B—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 Settjng Landform: Till plains Landform position(two-dimensional): Summit Down -slope shape: Convex Across -slope shape: Convex Parent material: Clayey till over underlying stratified loamy and sandy lacustrine deposits Typical profile A -0 to 4 inches: silt loam E/B -4 to 9 inches: silt loam Bt -9 to 32 inches: clay Btk - 32 to 51 inches: clay 15 F CE1VED 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 in/hr) Depth to water table: About 12 inches Frequency of flooding: None Frequency of ponding: None JUL 082026 Bayfield Co. Planning aril Zoning Agency Moderately low to Calcium carbonate, maximum content: 20 percent Available water supply. 01060 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: F092XY015WI - Clayey Uplands Forage suitability group: Mod AWC, adequately drained (G092XY005WI) Other vegetative classification: Acer saccharum / 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): Footsiope Down -slope shape: Linear Across -slope shape: Concave Parent material: Clayey till and underlying loamy and sandy stratified lacustrine deposits Typical profile A -0 to 5 inches: silt loam E -5 to 10 inches: silt loam B/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 281k -33 to 55 inches: stratified silty clay loam to clay to silty clay 3C -551080 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): Very low to moderately low (0.00 to 0.06 in/hr) Depth to wales -table: About 0 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent 16 JUL .08 2026 Custom Soil Resource Report Bayfield Co" envy planning and Zoring Ag Available wafer 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 I Black Snakeroot - Partridgeberry (ASnMi), Acer rubrum - Abies balsamea I 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: F092XY007WI - Wet Loamy or Clayey Lowlands Other vegetative classification: Fraxinus nigra-Ables balsamea/Impatiens 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 canadensls I 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: F092XY012W1- Moist Clayey Lowlands Other vegetative classification: Acer saccharum I Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi) Hydric soil rating: No Sanborg 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 I 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 I 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 R CE VED JUL 08 2026 Custom Soil Resource Report Bayfiefd Co. Planning and Zoning Agency Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchelia repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Acer rubrum - Ables balsamea / Vaccinium angustifolium - Comus canadensis, Red Maple Balsam Fir/ Low Sweet Blueberry - Bunchberry (ArAbVCo) Hydric soil rating: No 18 Custom Soil Resource Report Soil Map 6 54$G e M - I - 11 WCN I .. s»._-. TT\i fYRlo 8911 Cfill fN3J) emm 6'SW 6`W91 (a::,dl eic10 tTiww %`iq a � llAi SciE!: I:1500fpn1etlm At&d9we(ll"z BS")s1iaY hktes IV 0 31 M 91 11(1 A 0 9 2025 Aerial Defoe Basina 7/2/2026, 1:37:28 PM 1:2,274 0 0.01 0.03 0.05 mi • Address ---------- Driveway 0 Section I i i ,—,—,— —' I 0 0.02 0.04 0.08 km All Roads Approximate Parcel Boundary Parcel Dimensions Town Q Municipal Boundary :: - Wetlands Added by K. Petzel Contours Defoe Basina PRPID/Tax ID # 38473 9p� ADAM 4 CHELSIE ANDERSON T K N PRPID/Tax ID # 38474 74399 ONDOSSAGON RD74399 Of1DOSSACON RD PRPID/lax ID # 30746 TRACY L DEFOE I t' a PAUL W KACVINSKY JR O 944 944 PRPID/Tax ID # 38477 DAVID R 4 TERRI L 8 OAHE m 7/2/2026, 1:36:53 PM 0 Approximate Parcel Boundary Road Type - Town 0 Building Added by K. Petzel 1:792 0 0.01 0.01 0.03 ml 10 bayfield_gis.SDE.T Washburn a C... 0.01 0.03 0.06 km r� Index N � i "— O rn Bayleld County Land Records Department Intermediate S•OD o p m C" ® Bayffold County Zoning Application https:/Imaps.boyfieldcounty.wi.gov/ZoningWAB/ P�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: WISITY,KIMBERLY A 30787 DUCKWEED DR BURTRUM, MN 56318 DEFOE, TRACY L 30787 DUCKWEED DR BURTRUM, MN 56318 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00460 Transaction Number: SR-00460-49D2C Amount $50.00 Total: ,i %1 $50.00 Payment Amount: $50.00 Reference: 10802 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 7/14/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. 13- -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: WISHY,KIMBERLY A 30787 DUCKWEED DR BURTRUM, MN 56318 DEFOE, TRACY L 30787 DUCKWEED DR BURTRUM, MN 56318 Description State Approved Plans (Mounds, Systems Requiring Pre -Treatment, etc.) Submission Number: SS -00791 Transaction Number: SS-00791-49D2D Amount $500.00 Total: $500.00 Payment Amount: $500.00 Reference: 10803 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 7/14/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-85S STATE SANITARY PERMIT OWNER: TRACY L DEFOE ET AL G OV'T LOT: LOT: B L K: NE 1/4 SE 1/4 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