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HomeMy WebLinkAbout26-11Se„•i*�<,, 1- xl Industry Services bktIVEO 822 Madison Yards Way County BAYFIELD Sanitary Permit Number (to be filled in by Co.) I sadisoWI 1 f_• 04EN1E8ED,' Madison, WI 53 P.o. Bnx7i,MB 10 2026 5-s'- oa-7 07 n, 53707-7 62 \.a,wy Bayield Co. Sanitary Permit Application Piannina and Zoning Agenc State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Project Address (if different than mailing address) is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary 2019 Lake Rd purposes in accordance with the Privacy Law, s. l5.04(l)(m), Stats. I. Application Information — Please Print All Information Property Owner's Name Parcel # SCHNACK LIVING TRUST 04-004-2-44-09-08-3 05-006-22000 Property Owners Mailing Address Property Location 17210 14th Avenue N Govt.Lot 6 City, State I Zip Code Phone Number PLYMOUTH, MN 55447 612-986-7204 ¼, %, Section 08 T44 N R 09 E or W II. Type of Building (check allthat apply) Lot # Subdivision Name Ell or 2 Family Dwelling— Number ofBedrooms 4 flrublic/Commercial — Describe Use Block # City of State Owned — Describe Use Village of CSM Number Town of Barnes M. 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. {New System iI--Iyµceplacemenl System LEjln-Ground ❑0ther Modification to Existing System (explain) ❑Additional Pretreatment Unit (explain) Holding Tank OAKirade IJIMound Individual Site Design Other Type (explain) (conventional) C. []Renewal Before ❑Revision ge of Plumber ❑['ransfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. DispersaVfreatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (5-t) I Dispersal Area Proposed (sf) I System Elevation 600 0.7 857.15 892 95.50' Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units yy o 'o New Tanks Existing Tanks a u u rn ffi O rG U in ii Septic m Holding Tank 1250 1250 1 wieser ✓ Dosing Chamber V. Responsibility Statement— I, the undersigned, assume respo sibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) I PI is Sign MP/MPRS Number Business Phone Number Ryan Strand 798301 715-558-1673 Plumber's Address (Street, City, State, Zip Code) 10571 N Town Industrial Park Hayward, WI 54843 VI. County/Department Use Only Approved O Disapproved Permit Fee I Date Issued ryy Iss -ng nt Si store / <YO Owner Givem Reason for Denial 23 yob fi3 7 Conditions of Approval/Reasons for Disapproval ≤(J/ a / to c n,p¢,e plans ror toe system sun suntan to use county only on paper not less than 8112 x 11 inches in size SBD-6398 (R. 03/21) SOIL TEST#-� U 102026 = f _ Page 1 of�._ ` % ; Wisconsin Departmentof Safety & Professional Services \' , Division of Industry Services SOIL EVALUATION, REPORTy' In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, Parcel I.D. I % Ifl• b('4 2' but not limited to vertical and horizontal reference point (BM), direction and percent slope, g 3 Q5 -p scale or dimensions, north arrow, and location and distance to nearest road. - r 221 Please print all Information. Revi Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). 7J? 7 Property Owner Property Location ❑ IR SvLccjc(r%V wep I Govt. Lot ( - % % S Og T 441 N R }"'W Property Owners Mailing Address S� Address or CSMand p j #: ,(��- ��� (sJ LDt (O City, State, Zip Phone Number ❑ City ❑ Village Town Nearest Road M otxr4 J AJ 55 ()4Sr'o 7Z0 S o New Construction Use: Residential/ Numberof bedrooms Al Code derived designflow rate &'OGPD Replacement ❑ Public or commercial— Describe: Flood Plan elevation if applicableIVA ft. Parent material_____WY t �y It General comments and recommendations: (u J�{ � - A2n 5— (/' 7 4 - A1D 1F Boring # ❑ BoringSpit Ground surface elev. . h 1 ft. Depth to limiting factor 41 in. I elev.q'i. d3 ft. Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 I b4 7.591 .5 r. /gPsiK Js cs b.7 14 Z• b 7.5 41 s cU qS kf1_i D-5 3 3- S'IR 4 4 — 5 5 Al sig_ 8. 1- 14 44_ ty. y 14/4 S d! r I2_-J Boring # []Boring Pit Ground surface elev.'.$YO ft. Depth to limiting factor 9D in.1 elev.'U,36ft. Snit Annrins Finn Rafp Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 15T,. Sz r- 5 _ sb( cLS C fCo Q,f f,•' A -ZS 7 YR `� 5 dI es - D�5 I.0 .. T g.'ils 5 -.1 i 0.7 7.i4/4 dt -- ' 1. CST Name (Please Print) Signal CST Number MARY JO HUPPERT (Hollister's Soil Testing & Deign) 048900002 -SP Address Date Evaluati nducted Telephone Number 25720 Firefly Lane, Webster, WI 54893 1)!- 2I-)26 I 71-42R-1775 -S* Effluent #1 = BOD > 30:9 220 mg/L and TSS > 30 5150 mg/L * Effluent#2 = BOD, s 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03122) oring Qft. F1 O Pit Ground surface elev. ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I elev. ft. Boring # of Page ,..�. 10 2(J6�u2 Depth to limiting factor. 8T in. I ele41ft. Snit Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I elev. ft. Se! it Annlinatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 s 220 mglL and TSS > 30 s 150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L Plok.Plan Page 3 of'-! PROPERTY OWNER: : G 4 cx I' VIA1611" ; = 40 FT. (exceet where noted) Le IesciiptionJO14 O311z7 / SAg ` A) t Li — hackhoe pit p'YOOg-z-�'I-O9C.-3 5-ooIzap(l : !h.zj ZOI North 4 ��G,. ,��',►: _ ,ilea �a y.r� Site lo'catipm ECE VED FEB 112026 hayfield Co. Planning and Zoning Agency ,pz.�l�zb PAGE 1 OF 4 In -Ground Gravity Plan FEB 10 2026 Index & Cover Sheet sayeeid co. Component Manual Design References: Planning and Zoning F^` In=Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross -Section & Plan View Pg 4 of 4 Management Plan Attachments: tnclosures: Tank Specs POWTS Application for Review Filter Specs Soil Evaluation Report & Site Map Tax Statement ***13 pages total including sanitary Project Name / Description Owner Name(s): Owner Address: Project Address: 2019 LAKE ROAD, BARNES, WI 54873 Govt. Lot: 6 1/4 of 1/4, Section 08 J44 N -R 09 E ❑ or w SCHNACK LIVING TRUST Phone: &'IZ - R8lo -.7204 17210 14TH AVENUE N, PLYMOUTH, MN Zip: 55447 Township: BARNES County: BAYFIELD Project Parcel ID #: 04-004-2-44-09-08-3 05-006-22000 Designer Information Designer Name: MARY JO HUPPERT Designer Address: 25720 FIREFLY LANE, WEBSTER, WI E-mail: hollisterdesign@outlook.com License Number: 1859-007 Remarks: TAX ID: 1692 Phone: 715 - 426 - 1775 HUPPERT -AVER Fr L3 v rl Iii''' „ 1 q in Signature: Date: 01-27,2026 Orig I si ture required on a submitte copy. Plot Plan PROPERTY OWNER: 3CH AMCK `.IV/N6 7C.UST Legal Description: LOT /o vw 202'i/z- 0302.7 q9n, SCB rg `/),'891 µ-ooq- 1 RECEIVED Site location: ID: /Wj / 20%? Page iofy 1" _= 40 FT. (except where noted) a = backhoe pit North FEB 112026 Bayfield Co. planning and Zonm9 Agency 1 0Z -1 1,26 IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) SOIL COVER min. 12" (typical) Septic Tank(s) Manufacturer: WIESER Septic Tank(s) Volume(s): 1250 gal gal gal gal Effluent Filter Manufacturer. ORENCO Effluent Filter Model #: 12" min. trench depth (typical) 1 TYPICAL TRENCH CROSS SECTION VIEW (typical ) (No Scale) System Elevation = 95.50 ft (typical) Quick4 Standard -W w/ End Cap (Show location of inlet / outlet pipe connection on plan view.) SUflMI 'tUrrn llr j�i r (typical) F' ro CD an Provide minimum 3 ft n - r -a o separation between trenches. y CD Observation Pipe (typical) Install per manufacturer's / Instructions. TYPICAL TRENCH PLAN VIEW (No Scale) TA=3.0ft (typical) — — — — — J -I m rn Quick4 Standard -W Chamber O) 600 GPD / 0.7 LR = 857.15 FT. 2 (typical) O 857.15 / 20 EISA = 42.86 OR 44 tUfd@ThinttSystems. Inc.) TI 15 Quick4 Std -W @ 20 ff EISA/chamber = 300 ftz 44 X 4 FT. = 176 FT. (3) 3 FT. X 60 FT. OR + 1 Pairs of end caps @6 ft2 EISA/pair = 6 ft' Install pursuant to manufacturers instructions. 43 UNITS X4FT.=172FT. OR(2)3FT.X60FT. AND (1) 3 FT/ X 56 FT. = 880 FT.2 = Proposed EISA per trench = 306 ft2 Required Infiltration Area = 857.15 ft2 x 3 trenches = Proposed Total EISA = 918 ft2 Distribution Method: branched manifold SCHNACK LIVING TRUST PAGE 4 OF 4 rya 102026 In -ground Gravity Management Plan IMPORTANT: ! C° Penoy The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 600 gpd; BOD5 ≤ 220 mgL-'; TSS 5150 mgL-'; FOG 30 mgL-' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: RYAN STRAND Local government unit: BAYFIELD COUNTY ZONING Local government unit address: WASHBURN, WI Phone: 715-558-1673 Phone: 715-373-6138 ZIP: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. WLP1250-MR TANK SPECIFICATIONS »nl" a I m LL4 N g TOP VIEW O �N (c3 m mca, U- T In NLT 4" CAST -A -SEAL OUTLET n TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS DIMENSIONS: WALL: 2 1/2' BOTTOM: SEPTIC 3" COVER: 5" MANHOLE: 24' I.D. PRECAST CONCRETE RISER HEIGHT: 52 1/2' 0.0. LENGTH: 120 1/4' O.D. WIDTH: 84" 0.0. BELOW INLET: 41" O.D. LIQUID LEVEL: 38" WEIGHT: 8,810 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL 010 (OTHER STATES SEE CHART) LIQUID CAPACITY: 34.81 GAL/IN HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 1,323 GALLONS LOADING DESIGN: 8' 0' UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/ HOLDING/ PUMP OR SIPHON COVER: MIX DESIGN 08 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WESER CONCRETE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: T FL 4 -in. (100 -mm) Biotube® Effluent Filters Biotube filter cartridge Biotube filter vault ,— Extendable tee handle Vented top plate, standard Biotubes (3 10 2UT6 B-Yfield Co. rdng and Zcrnincd Agency How modulation plate (optionaD Vault Inlet holes Applications Orencoe 4 -inch Biotube® Effluent Filters are designed to remove sol- ids from effluent leaving residential septic tanks. They can be used in new and existing tanks at flows of up to 1200 gpd. General Orenco 4 -inch Biotube Effluent Fitters (U.S. Patents No. 4,439,323 and 5,492,635) are used to improve the quality of effluent exiting a septic tank in a residential septic system. Increased effluent quality improves system performance and extends drainfield fife. The Biotube cartridge fits tightly in the vault and is removable for maintenance. The tee handle can be extended for easy removal of the cartridge. Standard Models FTS0444-36, FTS0444-36M, FTW0436-28, FTW0436-28M FTW0444-36,FTW0444-36M Product Code Diagram FT ]04❑-❑-❑ TFbw modulator and float switch bracket options: Blank = no options selected M = flow modulation plate installed A = float switch bracket Installed Te'dudge height. in. (mm): 28 = 28 (711), standard 36 = 36 (914), standard Filter housing height in. (mm): 36 = 36 (914), standard 44 = 44 (1118), standard 4 -in. (1 00 -mm) fitter diameter Outlet tee: W = fits Type 3034 outlet tee S = fitsSchedule 40 outlet tee Filter mesh option: Blank = L -In. (3 -mm) filter mesh P = Le -In. (1.6-mml filter mesh Biotube" effluent fitter Materials of Construction Vault PVC Biotube= cartridge Polypropylene and polyethylene Handle components PVC, polyethylene, stainless steel Orenco Systems° Inc. , 614 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com N70-FT-FTS-1 Rev. 3.0, 0 05/18 Page 1 of 2 3g 10 'LUZG gayoelu Co- A ezcY plannin0 and Zoning S Specifications Model FTS0444-36, FTW0444-36 FTSO436-28,FTW0436-28 A - Vault height, in. (mm) 44.00 (1118) 36.00 (914) B - Cartridge height, in. (mm) 36.00 (915) 28.00 (710) C - Inlet hole height,* in. (mm) 21.25 (540) 19.25 (489) D - Nominal diameter, in. (mm) 4.00 (100) 4.00 (100) Number of inlet holes 8 8 Inlet hole diameter, in. (mm) 1.13 (29) 1.13 (29) Discharge orifice diameter, in. (mm) 4.00 (100) 4.00 (100) Discharge coupling diameter, in. (mm) 4.00 (100) 4.00 (100) H4 -DH n optional flow modulation plate) orifice (on optional flow modulation plate) Filter surface area, t ft2 (m2) 5.1 (0.50) 3.9 (0.40) Flow area, ft2 (m2) 1.5 (0.15) 1.2 (0.12) Flow Modulation Plate (Optional) Number of discharge orifices 2 Discharge orifice diameter, in. (mm) 0.50 (12.7) Number of air vents 1 Air vent diameter, in. (mm) 0.50 (13) Inlet hole height can vary depending on the configuration of the tank. Optimum hole height is 70% of the minimum liquid level. 1 Alter area Is defined as the total surface area of all individual Biotubes® within the fitter cartridge. •• Row area is defined as the total open area (or area of the mesh openings) of all the individual Biotubes within the filter cartridge. UTD-FT-FT$-1 Orenco Systems Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.cam Rev. 3.0. © 05/18 Page 2 of 2 Real Estate Bayfield County Property Listing Today's Date: 1/27/2026 Property Status: Current Created On: 3/15/2006 1:14:45 PM Description Updated: 5/10/2024 .as Ownership Updated: 5/10/2024 Tax ID: 1692 SCHNACK LIVING TRUST PLYMOUTH MN PIN: 04-004-2-44-09-08-3 05-006-22000 Legacy PIN: 004108405000 Billing Address: Mailing Address: Map ID: SCHNACK LIVING TRUST SCHNACK LIVING TRUST Municipality: (004) TOWN OF BARNES 17210 14TH AVE N 17210 14TH AVE N STR: 508 T44N R09W PLYMOUTH MN 55447 PLYMOUTH MN 55447 Description: TRIANGULAR PAR WITH 144.8' OF LAKESHORE OF LOT 6 IN 2024R-603027 Site Address * indicates Private Road 489A (SCHNACK Liv TRUST DTD 2019 LAKE RD BARNES 54873 4/3/2024) Recorded Acres: 0.429 Calculated Acres: 0.429 -- Property Assessment Updated: 10/4/2016 Lottery Claims: 0 2026 Assessment Detail First Dollar: Yes Code Acres Land Imp. Zoning: (R-1) Residential -1 Gl-RESIDENTIAL 0.400 171,100 40,800 ESN: 104 2 -Year Comparison 2025 2026 Change Tax Districts Updated: 3/15/2006 Land: 171,100 171,100 0.0% 1 STATE Improved: 40,800 40,800 0.0% 04 COUNTY Total: 211,900 211,900 0.0% 004 TOWN OF BARNES 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE IJr' Property History Recorded Documents © QUIT CLAIM DEED Date Recorded: 4/23/2024 © TRUSTEES DEED Date Recorded: 4/23/2024 © QUIT CLAIM DEED Date Recorded: 6/11/2012 © CONVERSION Date Recorded: 3/15/2006 Updated: 6/19/2012 2024R-603027 2024R-603026 2012R-544250 1084-324 376-195 N/A FEB 10 2026 6ayiield Co. Planning and Zoning Agency Tracy Pooler From: Tracy Pooler Sent: Wednesday, February 11, 2026 10:07 AM To: Mary Jo Huppert Subject: Schnack septic plan Mary Jo, In looking at the soil test for the Schnack septic system, I do not see where the old septic tank and system is on the maps. Tracy Pooler - ALA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax:715-373-0114 Email: tree y.pooler(alb�yfieldcounty.wLgQv 1)- -YFIELD Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will.NOT ask applicants to wire any funds. Please contact our office at zoning@@bayfieldcounty.wi.2ov or 715 373-6138 with any questions or concerns. Private Sewage System Maintenance Agreement Owner(s) Name 5c MsJ/WR A, v)n 7r s f Owner(s) Mailing Address f / /72,to % r/�h Ave, / PIyM✓�n M ss DOCUMENT NUMBER 2026R-61 1040 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 9 ,,Fhe goilDr 3arn�s y u/T il/57 , 02/16/2026 AT 111:52 AM # / ^ RECORDING FEE: $30.00 r� PAGES: 3 As owner, I (we) do hereby cert1 ' 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) 114 of 1/4 Section A Township 9'4I N. Range 9W. Additional Legal Description: Se -e 4+/at^A t°d V ocyN/{-f "s Town of /3 a rn fe 5 (Acreage) / Gov't Lot Lot _ Bloc Lot_CSM#_ Vol._Page CSM Doc# Area Return To: Planning and Zoning Dertf)¢lelrlt7 2026 Y' In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: ❑ Mound O At -grade Sewage System ❑ Other Co. 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 Inaround 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 tux shall be collected as provided bylaw. 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 L tz rirt°nce.fc l�nacft� Subscribed and sworn to before me on this date: rp.bvaQvi I D2- (o Carol Ur ScAncccn l/'u Notarized Owner(s) Signatu s) Notary Public Be r3ardu (1 �lv(N/fl/rY ' £t, /ecL My Commission Expires: 3 I w Q.7 u Drafted by: /-a.A✓-+-t 5- L - vzate: 2T/h/2( Proofed by: BETH MARIE BAUQW /septicnainfenceagreament Notary Public -Minnesota Revised July 2020 My Commisebn Expires Jan. 31, 2027 RECEIVED FEB 17 2026 Bayfield Co. Planning and Zoning Agency State Bar of Wisconsin Form 3-2003 QUIT CLAIM DEED Document Number I Document Name THIS DEED, made between Lawrence M. Schnack and Carol V. Schnack, husband and wife ("Grantor," whether one or mom), and Schnack Living Trust dated April 3, 2024, and any amendments thereto ("Grantee," whether one or more). Grantor quit claims to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in Bayfield County, State of Wisconsin ('Property") (if more space is needed, please attach addendum): A part of Government Lot Six (6), Section Eight (8), Township Forty-four (44) North, Range Nine (9) West, more particularly described as follows: Commencing at a stake on the shore of Middle Eau Claire Lake at the South end of said Lot 6 which is 395.2 feet East of the West line of said Lot; thence running North parallel with the West line of said Lot a distance of 238 feet to a stake and the point of beginning; thence running South 45° East a distance of 194 feet to a stake on the shore of Middle Eau Claire Lake; thence running Northeasterly along the shore of said lake a distance of 144.8 feet to a stake; thence running North 67°30' West a distance of 248.5 feet to a point which is 50 feet North of the point of beginning; thence running South parallel with the West line of said Lot a distance of 50 feet to the point of beginning. This deed is transfer fee exempt per Wis. Stats. 77.25(16). DOCUMENT NUMBER 2024R-603027 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED O4/23/2O24 AT 1 1:22 AM RECORDING FEE: $30.00 TF EXEMPT #: 16 PAGES: 1 ELECTRONICALLY RECORDED Recording Area Name and Return Address AaomeyNelson W. Donovan Estate Law Partners, LLC 440 Science Drive, 0101 Madison, WI 53711 04-004-2-0409-08-3 05-006-22000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF MINNESOTA ss. authenticated on . HENNEPIN COUNTY ) TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: Attorney Nelson W. Donovan, Estate Law Partners, LLC 440 Science Drive, #101, Madison, WI 53711 Personally came before me on April 3, 2024 the above -named LawrenceM. Schnack and Carol V. Schnack to me known to be the person(s) who executed the foregoing intro ant and knowledged the same. l�t4la F1rtr Notary Public, State of Minnesota My Commission (is permanent) (expires: 01-41—'707.5 (Signaluree may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. QUIT CLAIM DEED 02003 STATE BAR OF WISCO NO.3.2003 "Type name below signatures. Made Fillable by ePamrs KAYLA M. FOREA Notary Ptblo-Mntnosote W Domehalha BPYwJm BLSOP6 Bayfield County Register of Deeds Document #2024R-603027 Page 1 of 1 E:CE.i/ED Real_Estate Bayfield County Property Listing Today's Date: 2/10/2026 Description Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: FEB 17 2026 cuing AgencY Updated: 5/10/2024 Ownership 1692 SCHNACK LIVING TRUST 04-004-2-44-09-08-3 05-006-22000 004108405000 (004) TOWN OF BARNES S08 T44N R09W TRIANGULAR PAR WITH 144.8' OF LAKESHORE OF LOT 6 IN 2024R-603027 489A (SCHNACK LIV TRUST DTD 4/3/2024) 0.429 0.429 0 Yes (R-1) Residential -1 104 I Tax Districts Updated: 3/15/2006 1 STATE 04 COUNTY 004 TOWN OF BARNES 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE -yn Recorded Documents Updated: 6/19/2012 O QUIT CLAIM DEED Date Recorded: 4/23/2024 2024R-603027 O TRUSTEES DEED Date Recorded: 4/23/2024 2024R-603026 O QUIT CLAIM DEED Date Recorded: 6/11/2012 2012R-544250 1084-324 O CONVERSION Date Recorded: 3/15/2006 376-195 Property Status: Current Created On: 3/15/2006 1:14:45 PM Updated: 5/10/2024 PLYMOUTH MN BillingAddress: Mailing Address: SCHNACK LIVING TRUST SCHNACK LIVING TRUST 17210 14TH AVE N 17210 14TH AVE N PLYMOUTH MN 55447 PLYMOUTH MN 55447 P Site Address * indicates Private Road 2019 LAKE RD BARNES 54873 ® Property Assessment Updated: 10/4/2016 2026 Assessment Detail Code Acres Land Imp. G1 -RESIDENTIAL 0.400 171,100 40,800 2 -Year Comparison 2025 2026 Change Land: 171,100 171,100 0.0% Improved: 40,800 40,800 0.0% Total: 211,900 211,900 0.0% S Property History N/A 134L 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: SCHNACK LIVING TRUST 17210 14TH AVE N PLYMOUTH, MN 55447 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00383 Transaction Number: SR-00383-3DF70 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 3153 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 2/23/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. AFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: SCHNACK LIVING TRUST 17210 14TH AVE N PLYMOUTH, MN 55447 Description Private Sewage System (Septic Tanks) Submission Number: SS -00707 Transaction Number: SS-00707-3DDC4 Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 3210 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 2/23/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-1is STATE SANITARY PERMIT OWNER: SCHNACK LIVING TRUST G OV'T LOT: 6 LOT: B L K: 1/4 1/4 SEC: 8, T 44 N, R 9 W TOWNSHIP: Barnes SOIL TEST: 9-26 REPLACEMENT SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND TRACY POOLER DATE: 2/23/2026 Authorized Issuing Officer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit is based on regulations In force on the date of approval. c. The sanitary permit is valid and may be renewed for specified period. d. Changed regulations will not impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. f. The sanitary permit Is transferable. History: 1977 c. 168;1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # MP 798301 Condition: Properly Maintain System Per Recorded Agreement. Old System needs to be properly abandoned per SPS 383. THIS PERMIT EXPIRES 2/23/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION