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Home My WebLink About25-158Sn* IN60UND NOTIFICATION : FM RECEIVED SUCCESSFULLY " TIME RECEIVED REMOTE CSID DURATION PAGES STATUS December 31, 2025 at 8:22:36 AM CST 7157983470 37 1 Received DEC/31/2025/WED @7:53 AM Andry Rasmussen & So FAX No.7157983470 P.001/001 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 Time Change flDiscrepancy flOther Plumber: .i1iJi'i hQ3IiWSSc"n r.`C-rns Phone Number 7 rl ✓SS^ Fax Number Homeowner: j fdIdVYIQS 77 Il Email Address �rrindry�QS��rri ?>7fssQrrlr sr c' Sanitary r.5 /58 a Immediate Phone Number So Zoning Dept can call you right back (if needed) Permit #: Plumber's Choice J Zoning Dept Date: j 1 579 ,p No inspection(s) during this time Tuesday (9:30 am -12:15 pm) (Tracy) Time: Plumber's Choice J Zo Dept Township; Address # & Road Name; or �N/nn � -<`f5 sod nl°vti Directions To Site: Comments: 5 *' Plumbers you must verify any change(s) by fax or email *' Notes from ulformslsanliaryhequsstforinspao8on Zoning Dept (@4/12/04); Q Juno 2023 V£1'PPTAIF�T THOMAS B THIEL EL 22235 SISKIWIT LAKE RD CORNUCOPIA WI 54827 ..'Private Onsite Wastewater Treatment :ms ( POWTS). Inspection Report (Attach to Permit) County eJcL sanitary ermltNo: State Plan'Transaction ID#: Parcel Tax No: X35 TYPE MANUFACTURER CAPACITY Prop. Line 1 I Building Air Intake Road Se tic N/A Dosin N/A Aeration N/A Holding Pump I Siphon Information Pump Manufacturer Pump Model Demand GPM titer Manufacturer Filter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist To Well Cell GModel Number. Pretreatment Unit Manufacturer: Model Number. Dia Dia Elevation Data STATION BS HI FS ELEV Benchmark Bldg. Sewer Tank Inlet 6 9 Sg Tank Outlet ' , 3 37 Dose Tank Inlet Dose Tank Bottom Inst. Contour HeaderI Manifold 710' Distribution Pipe Infiltrative Surface C7 b —� Final Grade S Vj ❑Yes ❑ No wu IauveI Depth Over Depth Over Depth of Seeded / Sodded Mulched Cell Center Cell Edges L Topsail ❑ Yes ❑ No 0 Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) 6r�o sy//J, w.yK r,fa�s ,vo O&ks 4t4,+s Le 1/l9/C(7 - Ian revision required? ❑ Yes` No I reothersideforadditionalinform ti`on. Date POWTS Inspector's Signature 3RMR]1n /R ngr911 License Number Al Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Bayfield County Courthouse Fax: (715) 373-0114 Post Office Box 58 e-mail: zoning a(�bavfieldcountv.oro 117 East Fifth Street Web Site: www.baviieldcountv.ora1147 Washburn, WI 54891 THOMAS B THIEL 22235 SISKIWIT LAKE RD CORNUCOPIA WI 54827 <f ll t LL(LJCiPi 1 As you know N 'f �� S was contracted by you to install a private onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due for servicing please go to www.septicsearch.com Notes: Abandonment of Old System to meet all applicable code requirements: 1 o Tank was pumped by: 3 Tank was crushed I removed and pipes disconnected by: on at AM/PM On !l at Ce ( / PM) the above -mentioned plumber contacted our office to conduc a pre -cover inspection as requied under DSPS 383. One of the following applies: System was inspected and appears to meet all applicable code requirements. System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. System could not be inspected because plumber covered prior to scheduled time of inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. System could not / be inspected because County could not respond to plumber's time constraints. Comments: / / ./� J aJ "K er1een Ulforms/san] laryproperly own er-input April2019 • I IsJENTEREDMadison, Industry Services Division 4822 Madison Yards Way WI 53705 County Bayfield Sanitary Permit Number (to be filled in by Co.) SS- 00 46 Madison, WI 53707 5—/5' 5 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 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 Same purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. I Application Information— Please Print All Information Property Owner's Name Parcel # Thomas Thiel 3- Sbo Property Owner's Mailing Address Property Location 60795 Soderlund Rd. Govt. Lot City, State Zip Code Phone Number Mason, WI 54856 218-428-5123 NE �i., NE r,, Section 19 T46 N R 06 E or W IJjyPe of Bu ld ng (c eck-all;that apply) Lot # al or2 Family Dwelling— Number ofBedrooms 2 Subdivision Name (Public/Commercial — Describe Use Block # ❑Cityof State Owned— Describe Use Village of CSM Number Town of Mason III:` e,�of PO_ , _ �ermit (Check either "New" or "Re 'laceinent" andrather a hcable�onsl'iie A::Clieck ii`` e, o ` on�l' B x ' w ` r-3 ( P _ n one . C.om lets 2 C t '.- . A. IZINew System Replacement System (Other Modification to Existing System (explain) Additional Pretreatment Unit (explain) r B. Holding Tank [JIn-Ground (At -Grade Mound Individual Site Design Other Type (explain) (conventional) C. ❑ Renewal Before (Revision Change of Plumber (Transfer to New Owner List Previous Permit Number and Date Issued Expiration NA `ears ' re entlr eaariid TnkTriform hon _. Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 300 0.7 428 500 95.0 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units o New Tanks Existing Tanks w a U n iv cn w Q a Septic or Holding Tank 750 750 1 Superior Precast [?J [-=1 Ij Dosing Chamber V_ ResAo�nsibilitj►�Sat ement yl tde undrslged,, assume reslsonsibil for insallaHon„�af�thcPtiO Ssho a Qn !ie'1itachedryg a s�4 _ Plumber's Name (Print) Plumber's Signature J j MP/MPRS Number Business Phone Number Jason Kuettel 675751 1715-798-3355 Plumber's Address (Street, City, State, Zip Code) / PO Box 66 Cable, WI 54821 fine Use Only Approved ❑ Disapproved $Permitt'Fee Date Issued m J I ui g A Si re "#3- ❑ Owner Given Reason for Denial V 5 Z5 Conditions of Approval/Reasons for Disapproval /c th? M" &/7Of. DEC 052025 BayficU Co. Planning and ?1;r, ntW1:11 w cun.p.cIc puns wr tae system unu suomir to me w.ounry omy on paper not Tess than a iiz x 11 inches in size SBD-6398 (R. 02/22) In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg1of4 Pg2of4 Pg3of4 Pg4of4 PAGE 1 OF 4 Index & Cover Sheet Plot Plan Dispersal Area Cross -Section & Plan View Management Plan Attachments: Enclosures: POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description Thiel 2 Bed Owner Name(s): Thomas Thiel Owner Address: 60795 Soderlund Rd. Mason, WI Project Address: Same Govt. Lot: IN Township: Mason Project Parcel ID #: 23560 1/4 of NE Phone:218 -428 -5123 Zip: 54856 1/4, Section 19 , T 46 N -R 06 County: Bayfield Designer Information Designer Name: Jason Kuettel Designer Address: PO Box 66 Cable, WI E-mail: tim@andryras.com License Number: 675751 Remarks: Euor W u Phone: 715 -798 -3355 Zip: 54821 This space reserved for approval stamp. wed DEC 052025 E ayr. ) Cc'. P!ann;n,j and Signature: Date: is/S zi original gnature required on each submitted copy. Owner Information: Name: Thomas B Thiel Location: N 1/4N 1/4.S3 T46N R05W Township: Mason County: Bayfigiri Address: 60795 Soderl nd Road La; ' : Z025 jAoency •, eN' y0 Pte+` Onlyin TestedArea Z e. y5 i EZ PLCU BM=100: Nail with ribbon on the base of tree near B3 B1= 916 B2= 913 B3= 95,25 Lake= 0 -'Driveway to Soderlund Road-' 60795 No Well 1.y (07S7f� IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with EZ1203HP Bundles 3 -ft Trench (down -sizing credit) ■rrrr-arm ■rr�rrrrr�r rr� i 1 r, ..;Iii . _ ■..� _ • • r�rrr r' • Septic Tank(s) Manufacturer. Superior Precast Septic Tank(s) Volume(s): 7_ gal ._ gal gal _ gal Effluent Filter Manufacturer Orenco Effluent Filter Model #: FT -0822 TYPICAL TRENCH CROSS SECTION VIEW (No Scale) Provide minimum 3 ft separation between trenches. TYPICAL TRENCH (Show location of inlet / outlet pipe connection on plan view.) PLAN VIEW 4" 0 Observation pipe shall be Installed (No Scale) at junction between two units. Perforated Lateral Observation Pipe (typical) (typical) B=4=ft (typical) INSTALL PER TRENCH: 4 10 -ft bundles @ 50 fl2 EISA/unit = 20_ ft2 + 1 5 -ft bundles @ 25 ftZ EISA/unit = 25 ftZ = Proposed EISA per trench = 225 A2 0Z025 Co. .n9 A0eacy OBSERVATION PIPE DETAIL (No Scale) Screw Type or Slip Cap (loose) .r• •' W • :W Finished Grade (mulched & seeded) 4'0 PVC Pipe ' •� s - : ;ice • Topsoil Cover Top of pipe to terminate ` t } ;• (rnin.1 foot) at orabove finished grade : (4)1/4--1/2- X 6- Slots @&D apart •y H ,.• 1 Anchoring Device •S: .. Infiltration Surface 10 ft (typical) A=30 ft (typical) EZ1203H Bundle (typical) (mfd by Infiltrator Systems, Inc.) Install pursuant to manufacturer's instructions. Required Infiltration Area = 50_ ft2 x 2 trenches = Proposed Total EISA = 500 ftZ Distribution Method: branched manifold D G) m WW O -P PAGE 4 OF 4 In -ground Gravity Management Plan IMPORTANT: The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 300 gpd; BOD5 ≤ 220 mgL"1; TSS ≤ 150 mgL"1; 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: Andry Rasmussen & Sons Local government unit: Bayfield Co. Zoning Local government unit address: 117 E 5th St. Washburn, WI Phone: 715-798-3355 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 ULU 052025 If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc: Admin. Code -y;;,,;+; co. P' crH :.rd ZcninjA,�1cy Private Sewage System Maintenance Agreement j Owner(s) Name :L Owner(s) Mailing Address `Z. ZZ.- 3 S Lac R. w z Site Address (o19S SoL -) . AA N. W TaxiD# 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) AJC 114 of I'. E 1/4 Section —_Township /N. Range _ —W. Additional Legal Description: t1i E 31) ((41 PL'C /Oft d .' /.s yr of ry /9y� (/ Doc Town of /V( SD h (Acreage) Z%C GoVt Lot Lot Block Subdivision Lot CSM # Vol. Page CSM Doc # DOCUMENT NUMBER 2025R-609923 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 11/10/2025 AT 2:14 PM RECORDING FEE: $30.00 PAGES: 1 Recording Area Return To: RECEIVED Planning and Zoning Department NOV 12 2025 Bayfield Co. In -ground gravity ❑ In -ground dosed ❑ in -ground pressure distribution Sewage System: ❑ 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 (113) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. Mounds. At -grade, and In -ground Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges 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: Notarized Owner(s) — Signature(s) Notary Public My Commission ExP'ires:'- Drafted by: f /M C ""* — Date: Proofed by: u/forms/sanitary/septicmaintenceagreement RPviced .h ih, 7n9n SOIL TEST 4n. Wisconsin Department of Safetyand Professional Setvlses nffarth rs,mnlata cita nlan nn naner not less than RI/ X 11 S R- °036q Soil Evaluation Report In actor .anco with SPS 385,Wis Adm Coda inches in size. Pace: •• r 1_ of 6 Plan must include but not limited to: Vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, location and distance to nearest road. Please Print All Information Personal information you provide may be used for secondary purposes. (privacy Law,s.15.04(1)(m)). County: Bavfield Parcel I.D. 23560 e ' w �/ Date: 3 Property Owner Thomas B Thiel Property Location NEI/4NE1/4,S19,T46N,R06W Property Owners Mailing Address: 22236 Siskiwit Lake Road Site Address or CSM and Lot # 60795 Soderlund Road City Cornucopia IState I I I Zip Code I 64827 Phone Number. 0 Town Mason INearest Road: Soderlund Number of Bedrooms: 2 New ` Residential Code derived design flow rate: 300 Flood Plain if applicable r Replacement r Public or Commercial - Describe: Parent Material: Outwash Flood Plain If Applicable: 0 General Comments & Recommendations: System Elevation: 9a Load Rate: 07 Elevation Range: 93.83 To 95.42 Boring #1 r Bor. Fit Ground surface Elev: Depth to Limiting Factor: 97.6 Ft. 88 In. Elev. 90.83 ft Sol] Application Rate: Horizon Depth In. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 0-6 7.5YR2.5/1 N/A SL 2MSBK MFR CS 3CO 0.6 1.0 2 6-48 7.5YR5/2 N/A LS 0SG ML CS 3F 0.7 1.6 3 48-88 7.5YR4/6 N/A SL 1 FSBK MFI N/A N/A 0.4 0.7 4 5 6 7 Boring # 2 r Bor.Ground surface Elev: Depth to Limiting Factor: �' Pit 97.9 Ft. 90 in. Elev. 90.4 ft Soil Application Rate: Horizon Depth in. • Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 0-8 7.5YR2.5/1 N/A SL 2MSBK MFR CS 3CO 0.6 1.0 2 8-50 7.5YR5/2 N/A LS 0SG ML CS 3F 0.7 1.6 3 50-90 7.5YR416 N/A SL 1FSBK MFI N/A N/A 0_4 4 �a0_7 � C 5 6 ZX *Effluent #1= BOD 5>30 ≤ 2 20 mg/l and TSS>30 g// *Effluen = BOD 5<30 mg/l and TSS ≤ 30 g/f' a' �d Zca:r:8 ≤3 CST Name. (Please Print) Mark S. Thompson Signature ST Number: 877598 Address: 12006 N US Hwy 63 Hayward, WI 54843 ucte Date Eva=esday,October 29, 2025 Telephone Number 715/699-4081 ' SBD-8330 (R04/21) Property Owner: Thomas B Thiel Parcel l.D. 23560 Page: 2 of 6 Boring # 3 Ground surface Elev: Depth to Limiting Factor: F" Bore° 96.25 Ft. 92 in. Elev. 88.68 ft Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 0-10 7.5YR2.5/1 N/A SL 2MSBK MFR CS 3CO 0.6 1.0 2 10-48 7.5YR5/2 N/A LS 0SG ML CS 3F 0.Z 1.6 3 48-92 7.5YR4/6 N/A SL 1FSBK MFI N/A N/A 0.4 •0.7 4 5 6 7 Boring #4 r' Bor s Fitt Ground surface Elev: Depth to Limiting Factor: 0 Ft. 0 In. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/fF *Eff#1 Eff#2 1 2 3 4 5 6 7 Boring # 5 '"" Pit Bor Ground surface Elev: Depth to Limiting Factor: 0 Ft. 0 In. Soil A Rate App. Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 2 3 4 5 6 7 Boring # 6 r BorPv' Fit Ground surface Elev: Depth to Limiting Factor: 0 Ft. 0 In. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 I 2 3 4 5 6b C 7 9VE) 052025 *Effluent #1 = BOD 5>30 < 2 20 mg/I and TSS>30 < 150mg/1 *Effluent #2 = BOD 5< 30 mg/I and TSS ≤ 30 mg/1 Bayfekl Co. PICnritn fd and Zontrrg The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777 SBD.8330(R.07100) Soil Profile Sheet Page: 3 of 6 Owner. Ihotas L'Thiel SoitTester: Mark S. Thompson System Elevation: 95 Load Rate: 0.7 System Elevation: 93.83 To 95.42 101 B3 101 101 100 -------------- 100 -------------- 100 99 -------------- �- 99 ----------•--- -- 99 System Elevation 98 98 .rte 98 ---- --- - ..��. -------------- e70 fl fi ----- --- ; 97 -----------9Z23 97 ---------.1 9 96 ------------ 96 ------------- 96?.$ 95 .------------- 95 ---=--------- 95 -------------- 0. 42.. $ 94 ------------- 94 ------------ 94 - ------ -------------- 93.83 - ---- 93 93A 93 -------------- 93 92 92 ------------- 92 92 -------- _______.____ ------------ ___.___.__---_ 91.58 91 ----- 91 --------------- 91 -_-----_----_ ------- --------------- 90.83 --_._--------- 90 ------------- 00.4 90 ------------ LE. 90 ------------- - 89 89 ----------- 89 -------_____- ._- -------- 88 88 -------------- 88 ------------- LSE. 87 ----- �r, 87 - 87 - ------ 86 86 ------------ 86 ------------- 85 85 85 ------------ 84 -------- 84 ---------- 84 ----__-_-___ 83 ----------- 83 83 ----------- 82 -- 82 -- 82 81 ----------- 81 81 -- 80 ---- 80 ---------- 80 ------------- 79 --------------- 79 --------------- 79 - �r ��y �� i i�'� ��sd 4t• r DEC 05 2025 } y1)kiCo. Owner Information: Name: Thomas B mini Location: N 1/4N 1/4R1RT46NRnsw Township: Mason County: 6ayflold Address: 60795 cod rt and Road 4 1"=40' LA Pr 97'' BM 96 \ Onlyin Tested Area 5 Id S "A" BM=100: Nail with ribbon on the base of trnear Al 81= 9Zfi B2= 91$ B3= 96.25 Lake= -'Driveway to Soderlund Road-' 60795 No Welt CST: Marks Thompson 715/-99-409 BAYFIELD COUNTY SANITARY PERMIT (#04)-25-158S STATE SANITARY PERMIT OWNER: THOMAS B THIEL G OV'T LOT: LOT: BLK: NE 1/4 NE 1/4 SEC: 19,T46N,R6W TOWNSHIP: Mason SOIL TEST: 149-25 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: JASON KUETTEL TRACY POOLER DATE: 12/5/2025 Authorized Issuing Officer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit Is based on regulations In force on the date of approval. c. The sanitary permit is valid and may be renewed for specified period. d. Changed regulations will not Impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations In force at the time renewal is sought, and that changed regulations may Impede renewal. f. The sanitary permit is transferable. History: 1977 c.168;19790.34,221; 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 675751 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 12/5/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION