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25-122S
Request for Sanitary Inspection (24 Hrs. in Advance) Fax or email this form to Zoning Dept (24 Hrs.) prior to when you want an inspection Fax (715) 373-0114 or Email zoning(a)bavfieldcounty.wi.gov Note fl Time Change fl Discrepancy fl Other Phone Number 715-634-8176 Plumber: Travis Butterfield Fax Number Email Address Homeowner: Mark S & Kathryn J Thul office@butterfielddrilling.com Immediate Phone Number So Zoning Sanitary Dept can call you right back (if needed) Permit #: 25-122S 715-558-6472 Plumber's Choice Zoning Dept No Inspection(s) during this time Date: 10/22/25 het Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice p Dept Time: m =� 2:00 pm U Township: Iron River Address # & Road Name: or 65120 McCarry Lake Rd Directions To Site: Comments: *" Plumbers you must verify any change(s) by fax or email "" Notes from July 2025 . . y - MARKS & KATHRYN J THUL 65120 MCCARRY LAKE RD IRON RIVER WI 54847 Ind GE. Ons.ite Wastewater Treatment ( POWTS),Inspection Report (Attach to Permit) nmmnsea r Pnvacv raw a. i c ❑4 (ilhnl 1 Permit Holder's Name: City QVinage JJ Town of: CST BM Elev: Insp BM Elev: BM Descriptiion::��- % ` 1J/ • 1 sl ch (� 0t" Tank Information TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Se tic /O-4— N/A Dosing N/A Aeration N/A [Holding setback to: F ntytaryPermit No: State Plan'Transaction ID#: Parcel Tax No: Pump! Siphon Information Manufacture IDumpNModel �S Demand L\ GPM Flier cturer e• S lay ter CFF TDH Lift 1 Friction Loss Head Total Fo1Cemain Leg DI . 11 Dist To Well Dispersal Cell Information DIMENSIONS Width tO Length # of Coils ! SETBACK FROM Prop Line Building W10 OHV'M Type of Cell Manufacturer: Model Number. Pretreatment Unit iop &t- (,eM4 Manufacturer: Model Number: Die Elevation Data STATION I BS HI FS J ELEV Benchmark !� foa(3 too Bldg. Sewer Tank Inlet 6,Q Tank Outlet 7 5'1 I Dose Tank Inlet 7 0q Dose Tank Bottom -i.al �1o4 QI I� Header/Manifold 4So( n;Diet"Y t o `t b RIutluti afJre U 3.f� �1 f Infiltrative Surface q1•5('t Final Grade 3. X Pressure X Hole Size ❑Yes ❑ No Soil Cover Depth of ❑ Yes ❑ No 1 ❑ Yes ❑ No DOMMENTS: (Include code discrepancies, persons present, etc.) _ Ul ( �kY CtUw 1Q\ik 'ornuS 11Sictt\ed (UN(w.ele� S *� e (� lkt r t t 6 y &A P(w'M r '1R04 sat eclli15 r tUUtLP pliki ll� 1 ? v a,U>oll(IaS -1 (^cur a`e Ian revision required? ❑ Yes tg"No q� l� /! f ft1u I �r /� aeothersideforadditionalinformation. BPS �1 `� l l Lt Date POWTS Inspector's Signature License Number i Rfl-R71n (P n4/011 Property Owner Information As you know BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-61$8 Fax: (715) 373-0114 e-mail: zonino(&bavfieldcountv.org Web Site: www.bavf'teldcounty.org/147 MARKS& KATHRYN JTI-JUL 65120 MCCARRY LAKE RD IRON RIVER WI 54847 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 was contracted by you to install a private onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due for servicing please go to www.septicsearch.com Notes Abandonment of Old System to meet all applicable code requirements: Tank was pumped by: I(U,1 VlV?i �rO (� on 1c7/a I at AM / PM C• Tank was crushed I removed and pipes disconnected by: On at (AM! PM) the above -mentioned plumber contacted our office to conduct a pre -cover inspection as required under DSPS 383. One of the following applies: ❑ System was inspected and appears to meet all applicable code requirements. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. ❑ System could not be inspected because plumber covered prior to scheduled time of inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. ❑ System could not be inspected because County could not respond to plumber's time constraints. Comments: IrmK f 0t (c d be6)� a ins 4 l tPC/ haPd � (atn Iulcrms/sanilarypropertyowner-input April 2019 Department of Safety & Professional Services County Bayfield Sanitary Permit Number (to be filled in by Co.) Q Industry Services Division Sanitary it 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 purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. same I. Application Information — Please Print All Information Property Owner's Name Parcel # TAX ID: 19772 & 19773 Mark S & Kathryn J Thul 04-024-2-47-08-27-3 05-001-07000 & 08000 Property Owner's Mailing Address Property Location 65120 McCarry rry Lake Rc Govt. Lot City, State I Zip Code Phone Number Iron River, WI 54847 715-372-4541 ¼, '4., Section 27 T 47 N R 08 E or U. Type of Building (check all that apply) Lot # IR 1 or 2 Family Dwelling —Number of Bedrooms 2 Subdivision Name Block # ❑ Public/Commercial — Describe Use 0 City of ❑ State Owned — Describe Use 0 Village of CSM Number lTownofIrnn River 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 I Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B' ❑ Holding Tank I In -Ground ❑ At -Grade ❑ Mound ❑ Individual Site Design gn ❑ Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber g ❑ Transfer to New Owner List Previous Permit Number and Date Issued Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (sf) Dispersal Area Proposed (sf) I System Elevation 300 1.6 2.0 1 187.5 / 150 I 250 / 162.5 97,75 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units o b New Tanks Existing Tanks c Septic or Holding Tank 1060 I 1060 1 Infiltrator Technologies X Dosing Chamber 475 475 1 Infiltrator Technologies X V. Responsibility Statement- I, the undersigned, assume r onsibiility for insta a ' of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' ' ature MP/MPRS Number Business Phone Number Travis Butterfield 652879 715-634-8176 Plumber's Address (Street, City, State, Zip Code) 14346W State Road 77; Hayw rd, WI 54843 VI. County/Department Use Only Approved 0 Disapproved Permit Fee Date Issued b L Issuing nt ignature 0 Owner Given Reason for Denial /4 Conditions of Approval/Reasons for Disapproval _ RECVD atLa Gkd SEP 03 2025 Baylield Co. Planning and Zoning Agency Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6398 (R. 03/22) BAYFIELD COUNTY CHECKLIST FOR SANITARY APPLICATONS Su mit the Following (Use Permanent Ink) (Title 15, Section 15-1-10(e)) eck List Or' inal Sanitary Application (Submitted in Deed Holders Name — not prospective buyers) (383.21(1)1.) Il"pdex Page / Title Sheet (Signed by Plumber) (383.22(2)69(c)) L" 9j4ginal Plot Plan (383.22(2)2. 3. & 4.a) ss Section, Over -Head Profile of the System and Schematic of Tank from Manufacturer p Tank Diagram, Alarm and Pump Curve (when applicable) ntingency Plan / Management Plan (383.22-3(2)(b)1.f.) Maintenance Agreement (Owner's Original Signature) (383.21(2)(c)(5),(6) (Recorded at Reg. of Deeds) ❑ l4eIdi1TrikAgrcement (383.21(2)(c)(5) (Recorded at Reg. of Deeds) ❑ ntract (Original Signature of Pumper and Property Owner) (383.21(2)(c)5) ❑ t (Recorded at Reg. of Deeds) / " Fee (Make Check Payable to Bayfeld County Zoning) (383.21(2)(c)7) Complete Sets of Plans (383.22(2)(2.) (Note: Sanitary Application and Maintenance Agreements are to be attached to all coDies) Soil and Site Evaluation Report (383.22-3(2)(b)1.e.) ❑/S (when applicable) M1 Copy of Warranty/Quit Claim Deed (Optional) Sanitary Application: (Include the following Information) Ef I Application Information must include: 9'23 digit Parcel ID# -- (do not use 12 digits anymore --obsolete) L4l/Project Address or Road Name where driveway is/will come off of) a '(Owners Phone Number) 2II Type of Building (III Type of Permit L' IV Type of POWTS System E6 Dispersal / Treatment Area Information L9' VI Tank Information Q VII Responsibility Statement (Plumber's Information) ❑ *Date Stamp* Plot Plan: (To Scale or To Dimension) Q'Signature and Plumber Information (on 1ndQic Qcr�¢ Address Number and Road l!1 Surface Elevation of Body of Water Lh' North Arrow Direction and Percent Land Slope Vcontour Lines Q Tank and Filter Information and Location • CWStructures and Driveways S Wetlands / Navigable Bodies of Water VBoring Locations 19' Absorption Area (Proposed and Existing) Property Lines L/ Bench Mark (Location, Elevation and Description) EVWeIl Locations J / SEP O 3 2025 f�component Manual Version (A% %(%66.4 PA0 e ) ❑VLegal Descriptions Pal in ie sr I �' fom}a#long �co a nee` nauJld a err )i jai # ` n �di et Planning nd l r Co. aoency Turn Over ► BAYFIELD COUNTY CHECKLIST FOR CERTIFIED SOIL TESTS Submit the Following (Use Permanent Ink): E Check List 0 'Original Soil Evaluation Report (Submitted in Deed Holders Name — not prospective buyers) Original Plot Plan oss Section Soil Profile Sheet (optional) Additional Information (Warranty/Quit Claim Deed) (Optional) Soil Evaluation Report: (Include the following Information) Parcel Identification Number (must be 23 digit Tax ID#) DO NOT USE 12 digit, they are no longer being used E Property Owner's Information (not prospective buyer's name) V operty Location (Accurate Legal Description with Sec/Twp/Range) Rad Name (where driveway is/will be coming off of) Flow Rate, Comments and Recommendations Pomplete Soil Boring / Pit Information ate Soil Evaluation was conducted B`CST Name, Signature, Number, Address and Phone Number 0 *Date Stamp* Plot Plan: (Include the following information drawn to dimension or to scale) E Bench Mark (Description, Elevation and Location) Q'Contour Lines (Example = 98.0' /96.0' /94.0') l3VProperty Location (Sec/Twp/Range/, Accurate Legal Description) CAB rings (Locations and Elevations) P rcent and Direction of Land Slope 7LOcation 11 Location (Including Neighboring Wells, if applicable) of Wetland Areas, Floodplain and Navigable Waters E"B)idings, Driveways, and Structures (Location and Descriptions) L'cation of Property Lines E 'sting System Location EWddress Number and Road Name EST, rrent Surface Elevation of Wetlands and Navigable Waters Owner and Property Information North Arrow RICE1VED SEP 032025 PCertified Soil Tests - Review & Filing Fee $ 50.00 Bayfeid Co. planning and Zoning Agency u/forms/sanitary/check) ist/checklistforests GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE All Water Treatment Systems To Be Removed From System Info Project Name: Thul - 65120 McCarry Lake Rd Owner's Name: Mark S & Kathryn J Thul Owner's Address: 65120 McCarry Lake Rd Iron River, WI 54847 Property Info Property Address: 65120 McCarry Lake Rd Legal Description: Township Subdivision Name: Lot Number: Parcel I.D. Number: Plan Transaction No.: Index Pages Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 Page 8 Iron River - S 27 T 47 N R 8 W County: Bayfield Par in Govt Lot 1 in v.648 p.183 549A in Doc 2023R-597899 Block Number: CSM#: 04-024-2-47-08-27-3 05-001-07000 & 08000 (Tax ID: 19772 & 19773) Index and title Data entry GeoMat dist.,cell drawings & calculations Lateral and cell cross section Management & contingency Maintenance & specifications Tank cross sections Distribution media Travis Butterf Id Date: 08/18/25 Signature: Designer Sta Page 9 Plot plan Page 10 Nominal Volume Chart License Number: Phone Number: 652879 715-634-8176 State of Wisconsin Approval Stamp: Designed Pursuant to the GeoMat In Ground Component Manual May 2024 SEP 032025 PlanninBayfield co. g and Zoning Agency Page 1 of 10 In Ground and Dosing Distribution Component Design Design Worksheet All Water Treatment Systems To Be Removed From System Site Information R Residential or Commercial Design IN ISO Required? 200.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 300.00 Design Flow (gpd) 2.00 Site Slope (%) 97.75 Prop. System Elevation (ft) Sand & Native soil Contour 88.00 Depth to Limiting Factor (in) 1.60 In -situ Soil Application Rate (gpd/ft2) 100.33 Lowest Original Grade Ele. In System Area (ft) 101.08 Highest Original Grade Ele. In System Area (ft) 94.00 Limiting Factor Elevation (ft) 1.83 Depth Below Grade ell Information 3.25 Cell Width (ft) 02 Number of Cells 2.00 Dispersal Cell Design Loading Rate (gpd/ft2) 2 Influent Wastewater Quality (1 or 2) Center or End Manifold, Dist. Box or Drop Box Number of Laterals System dosed) Y Lateral Spacing (ft) Forcemain Drainback (gal) Does the forcemain drain back?I Y Forcemain Filter Loss (ft) Forcemain Diameter (in) Forcemain Length (ft) Inside Pump Tank Elevation (ft) System Head (ft) x 1.31 Vertical Lift (ft) i Friction Loss (ft) 3 Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm) Minimum Dose Volume (gal) System Demand (gpm) Manufacturer Information Treatment Tank Information Effluent Filter Information 1060.001 Septic Tank Capacity (gal) Lifetime Filter LLC Filter Manufacturer Infiltrator Water Technologies IManufacturer LT 1/8 Filter Model Number Dose Tank Information Gallons/Inch Calculator (optional) 475.00 Dose Tank Capacity (gal) Total Tank Capacity (gal) VARIES Dose Tank Volume al/in) Total Working Liquid Depth (in) Infiltrator Water Technologies jManufacturer gal/in (enter result in cell DoseTankVolume) Project: Thul - 65120 McCarty Lake Rd Page 2 of 10 F:ECE-IVED SEP 0 3 2025 Bayfield Co. planning and Zoning Agency In Ground Plan 2 cell GeoMat w • • �00000000000Q00000 • 000°o°o°0000000°o°o°o°000°o°o°o°000 o°00000°o°o°o o°o°o°o °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o�°o°o°o°o°o°o o°o°o°o° �,®� °o°o°o°o°o°o°o°o° ;� •• • • °o°00000°oo°o°o°o°oo°o°o°o°oo° 00000°00000000000 ,• ••o••oo••000••••0000�♦��•�••oo--000• •o- •• „•o•• -- ------000- °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°°0000000000000000000000000000000000°0000 �, .• 000000 00000000000000000000000000000000000°00000000000000000000000°00000000000000000000000000 , 00 0000000000000000000000000000000000000000000• Calculations 1 1.25 ft A 3.25 ft K 1ft B _ S 1.00 ft 2 00 ft Basal Area Calculation GPD Loading Rate 300 1.6 gal/sq fl/day Totall 187.5 ft2 INumber of Cells 2 Cell Length 25.00 Min. Cell Length 23.1 Cell Spacing 1.00 ft. ft ft Basal Area Required 187.5 Basal Area Proposed 250 Lineal Feet of GeoMat Required 46.2 Lineal Feet of GeoMat Proposed 50 System Elevation 97.75 Limiting Factor 94 Separation 3.75 NV! t: min S aimens/on = 1, ft ft ft 2' Min ft2 ft2 Directions: Play with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is wide. It must also Satisfy basal loading rate and GeoMat cell loading rate. Project: Thul - 65120 McCarry Lake Rd Page 3 of 10 RECEIVED SEP 032025 hayfield Co. Planning and Zoning Agency End Connection Lateral Layout Diagram _ a Hole spacing is every 12", 1/2" hole at 4 & 8 O'clock, starting 4 O'clock 6" from end and 8 O'clock Holes at 12" from end. 4" Perforated pipe may be used. Pipe Length = OeoMat Length Lateral Spacing 4ft .25 Pipe Diameter 04" in Distribution Cell Cross Section Finished Grade 1.63ft— cdCowmm....M = 1+. 4" in —i pipe !.'--` 4� FFilkictestis, Top of geomat to be at or i_GEOMAT below original grade I I ' 1. 1. 1, 1 2 ASTM 33 Sm 1 1 1' 1' 1 1 1 fa5laatxve' S4c5ce 88in y Observation 12" Min. 42" Max. 97.75 . Page 4 of 10 SEP Project: Thul - 65120 McCerry Lake Rd Notes/ Maintenance Requirements MANAGEMENT PLAN This private onsite wastewater (POWTS) has been designed, and is to be installed and maintained in accordance with SPS 383, Wis. Admin. Code, the in -Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-1 0705-P (N.01/01). GeoMat in ground Component manual April 2019 Version . 1. This POWTS has been designed to accommodate a maximum daily flow of 30RjPRons of wastewater per day. The quality of influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following. A monthly average of 30 mg/L fats, oil and grease A monthly average of 220 mg/L BOD5 A monthly average of 150 mg/L TSS Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement standards and preventative action limits specified in ch. NR 140Tables 1 & 2 at a point of standards application, except as provided in DSPS 383.03 (4), Wis Admin. Code. 2. The owner of this POWTS is responsible for system operation and maintenance. 3. Defects or malfunctions identified during maintenance described above shall be repaired in conformance with SPS383 Wis. Admin. Code, and the pertaining county Private Sewage Systems Ordinance. The user's manual, provided to the owner of the POWTS includes the names and telephone numbers of the properly licensed individuals to contact for such repairs. 5. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept. of Commerce in accordance with SPS. 384, Wis. Admin. Code. 6. If the POWTS is replaced, or its use discontinued, it shall be abandoned in accordance with SPS 383.33, Wis. Admin. Code. NOTES Two Effluent Filters to be installed where possible 1 to be installed in ST, and or 1 in pump tank in order to insure particle size less than or equal to 1/8". Filters should be cleaned once in spring, and once in fall. Also, strainers in sinks in the building shall be maintained, so that solids and fats are minimized to flow into system. A minimum of 2 observation pipes per cell shall be installed. These pipes shall be located approximately at the end of each cell. The plumber, or county shall see to it that a copy of these plans including this page, maintenance folder, and maintenance agreement is given to the homeowner. This system may contain a dose chamber. If a pump, float, electrical outage causes the dose tank to fill, the homeowner should see to it that the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage. Contact a pumper or your installer if this problem occurs. The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. I.E. spread laundry out over time, not 6 loads in 2 hours, while everybody showers, and uses the toilet, ETC. CONTINGENCY PLAN FOR COMPONENT FAILURE A. Septic Tank. Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component. Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water- tight. B. Outlet Filter. The outlet filter shall be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger than 1/8 inch or when it has become permanently degraded by clogging so as to interfere with the design flow out of the septic tank. C. Dosing chamber and pump. The dosing chamber shall be replaced if any structural failure is found. Leaks in joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water -tight. The pump and controls shall be replaced when they are no longer capable of functioning according to the design plan. D. Pressure Distribution Piping. Partial clogging of the distribution network may result in unduly long dosing cycles. The ends of the distribution laterals may be exposed and the threaded end caps removed. The piping can be disconnected on the outlet end of the pump. The distribution piping may then be back flushed to cleanse any accumulated matter from the piping. It is recommended that the dosing chamber then be pumped by a licensed plumber. E. Soil Absorption Cell. The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard created by the effluent. All failures created by surface discharge shall immediately be reported to the appropriate county. The pump shall then be immediately disconnected to prevent further discharge to the ground surface via the soil absorption cell. The existing septic tank and dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved. The replacement shall be initiated only after any necessary plan approvals have been obtained from the appropriate plan review authority and the required sanitary permit is obtained from the county. Project: Thul - 65120 McCarry Lake Rd Page 5 of 10 SEP 03 2025 Ptannin Bayfield Co. 9 and zoning Agency In Ground System Mnintgnance and Operation Specifications_ Service Provider's Name Butterfield Inc Phone 715 634-8176 POWTS Regulator's Name Bayfield County SPIA - Zonin Department Phone 715 373-6138 System Flow and Load Parameters Design Flow - Peak 300 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 200 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 1060 gal Maximum TSS 30 mg/L Soil Absorption Component Size 81.25 ft2 Maximum FOG 10 mg/L Type of Wastewater Domestic Maximum Fecal Coliform 10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System In Ground Inspect and/or service once every 3 years Inspect and clean as necessary at least once every 3 years Test once every 3 years Should test periodically Laterals should be flushed and pressure tested every 3 years Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards I. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap and are secured in as shown in the GeoMat In Ground Component Manual Ver. April 2019. 2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component Manual Ver April 2019. Media is covered with an approved geotextile fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Scarification of basal area is accomplished with a rake or other tool. 5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Diameter o 000 0 F � 0` �00000000000000c Finished �o o°o°o°o Threaded Cleanout t Sprinkler °°oD000°°000°i Grade ;�°°o°oco Plug or Ball Valve oo=o=oo-_o_o_o_o-o - %o -o -o - Vent if i ' of Dosed at Last Orifice Where �n°n n Distribution Lateral Project: Thul - 65120 McCarry Lake Rd Lateral Cleanout 97.75 Feet Long Sweep 90 or Two 745 Degree Bends Same I Diameter as Lateral RECt 1VED SEP 63126810 Bayfleld Co. Planning and Zoning Agency Dose Tank Information Locking cover with warning label, locking device and watertight seal 4" Vented Cover Electrical box as per NEC 300 and SPS 316.28 WAC Clean out Pipe JI Optional ball v Ive Wires From Electric source ` to control sped of III Forcemain diameter Boss stop 4" ASTM 303 pipe to 2 in. and water encase fore in onto tight gasket solidgound „_,,,,,,,,,,,, Furnco water alarm to On Float Pump I F' Pump off elevation (ft) 95.00 Block Dose tank elevation (ft) 94.00 Dimension Inches Gallons A 25.00 302.00 B 2.00 23.00 C 5.00 56.00 D 12.00 94.00 Total 44.00 475.00 Filter Manufacturer Sim / Tech Filter Filter Model Number STF 100 1/16 Alarm Manufacturer SJE Rhombus Alarm Model Number PS Patrol Infiltrator Water Technologies Capacity 475.00 Volume VARIES * See Page 10 for gal/in details gal/inch Pump Manufacturer Champion Pump Company, Inc. I,G- Pump Model Number CPES3 I\ Pump Must Deliver I 25.00 gpm at I 9.24 ft TDH Note: Switches containing mercury may not be used in this system. Project: Thul - 65120 McCarry Lake Rd Page 7 of 10 RECEIVED SEP 032025 Bayfield Co. Planning and Zone: Agency GeoMat Distribution Cell Media Layout 3.25 Cell Width (ft) I 2.63 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements 0000000 0 0 0 0 0 0 0 0 0000 0 0 000 0 0 00000 0000000000000000000000000000000 Component Legend - O Distribution Pipe GeoMat Is covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 3.5 Cell Width - A (ft) I 25.00 I Cell Length - B (ft) End Connection Lateral Layout Diagram 0 0 owe°°oQeQo°°cr=e=o4e=a°°e=e°Qo ooQeQo=3b°e=eQooReQocFeQ�4eQe°o 0 0 O 0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0 000o oG�o�o0000600 U00000c U!bo6o000(00000 000000000°00000°00000000000°000000000°000°0°000°0000000000000000000000000 Typical Dispersal Cell - - „�R �C Baek611'`•;: " .. _. , 1 y LtEQ[t },.CYCl and CovurRrowmeada Fabeio CEO MAT 2_pSTi4S'33S—n4 Ill i r l f ti J J VA------- See details on page 4 for number, size, and spacing of laterals. Project: Thul - 65120 MCCarry Lake Rd Factor PtECEIV D SEP 032025 Page 6 of 10 Bayfleld Co. Planning and Zoning Agency • Page 9 of 10 ST = 1060 gal plastic septic tank (IM 1060) made by Infiltrator Water Technologies w/ Lifetime LT -1/8 Filter PT = 540 gal plastic pump tank (IM 540) made by Infiltrator Water Technologies w/ Champion CPES3 Pump and Simtech STF1 00 inline filter AA = Absorption Area consisting of a 10' x 27' cell ," 1 containing 50 feet of Geomat 3900 2y ER�6k1 �IP� tG. l04�f -� PLOT PLAN FIFE , (JI B2 •,•. 3 a`pO BM 2 BDRM II '•��, \Q4 HOUSE ViIL II Go [J b SCALE = 1:40B1s CT ST 4"PVC Sch40'� STM F891 65120 McCarry Lake Rd2" PVC Force Main �+ P/O Govt Lot 1 ASTM D1785 . AT HOUSE Sec. 27 T47N R08W Town of Iron River _ Bayfield County `~`- ---- -,� Tax I D : 19773 HART LL4EE BM = Bottom of siding at Northwest Corner of Dwelling DINE TABLE ELEVATIONS jiSTANC1RECEIVEC BM -100 ft !- � w 15,00' .00 a f, 7-0- l 99.17- SAP 0 2O2b _N B 1 -- 101.08 ft t. 8:• 0` v 100.00, jjj B2 = 100. 33 ft _ _ Sayaeld Co. Planning and Zoning Ag•::. ,:., B3 = 100.83 ft X LE; T INCH o 40 FEET LAKE = 90.25 ft 0 40 80 120 Pay- 1D'141O Table 2: Nominal Volume, Chart Liquid height above tank bottom' Liquid volume In tank at Indicated height (measured from tank bottom to liquid surface)' IM -540 IM -1060 CM -1060 IM -1530 in cm U.S. Gal Liters U.S. Gal Liters U.S. Gal Liters U.S. Gal Liters 1 3 3 11 3 11 5 21 17 64 2 5 8, 30 13 49 17 64 34 128 3 8 14 53 28 106 31 119 51 192 4 10 21` 80 46 174 50 188 68 256 5 13 29 109 :65 246 70 263 94 357 6 15 _ 37 - 141 86 326 91 344 122 463 7 18 46. 173 107 405 113 429 152 573 8 20 55 _ 207 129 488 137 517 180 681 9 23 :64; 243 152 575 160 608 212 802 10 25 ': 74 ": `' 279 176 666 185 700 245 928 11 28 84 317 200 757 210 795 280 1,061 12 30 94 356 - 225 852 236 892 312 1,182 13 33 105 _ : _ :. 396 251 950 262 991 351 1,328 14 36 : _ 116; '': 437 277 1049 288 1,091 387 1,463 15 38 127 480 303 1,147 315 1,192 422 1,597 16 41 ' 1:38 ', '." 523 -330 1,249 342 1,293 •464 1,756 17 43 150 566 357 1,351 369 1,396 500 1,892 18 46 161 611 384 1454 396 1,499 537 2,034 19 48 173 656 -.411 1,556 423 1,602 575 2,177 20 51 186 702 438 1,658 451 1,706 614 2,322 21 53 19:8 ; 749 465 1,760 478 1,811 652 2,468 22 56 210 796 493 1,866 506 1,916 690 2,612 23 58 223 843 521 1,972 534 2,022 729 2,758 24 61 235; ` 891 549 2,078 562 2,129 770 2,914 25 64 248 940 577 2,184 591 2,236 808 3,058 26 66 261 988 605 2,290 619 2,344 847 3,208 27 69 ; 274 ' 1,038 633 2,396 648 2,453 887 3,356 28 71 287 _ 1,088 662 2,506 677 2,563 928 3,513 29 74 300 :. 1,137 691 2 616 706 2,671 968 3,665 30 76 313: 1,185 719 2,722 734 2,778 1,007 3,814 31 79 X326 :;. 1,233 747 2 828 762 2,885 1,048 3,966 32 81 ; 338:.`;:::_ ' 1,281 775 2,934 790 2,991 1,087 4,113 33 84 351' ' 1,328 802 3,036 818 3,096 1,126 4,262 34 86 .363; -:: 1,375 830 3,142 846 3,201 1,165 4,410 35 89 375 _ 1,421 857 3,244 873 3,305 1,204 4,557 36 91 387 ;- _.. 1,466 884 3 346 901 3,409 1,242 4,701 37 94 399:.: 1,511 911 3 449 928 3,512 1,280 4,846 38 97 41'. .` 1,555 938 3,551 955 3,614 1,318 4,988 39 99 422; ' _ 1,598 965 3,653 982 3,716 1,355 5,131 40 102 : 433 . ` : 1,640 992 3,755 1,008 3,817 1,393 5,272 41 104 444 ` 1,681 1018 3,854 1,035. 3,917 1,430 5,412 42 107 _;_ 455:; " _ 1,722 1,044 3,952 1,061 4,016 1,466 5,550 43 109 . 465; :;:. 1,761 -1069 4 047 1,087 4,113 1,502 5,685 44 112 475. 1,799 1094 4141 1,111 4,207 1,537 5,817 45 114 485 - 1,836 1118: 4,232 1,136 4,302 1,572 5,950 46 117 i :49'4. ; : 1,871 1142 4,323 1,160 4,393 1,604 6,070 47 119 , 503, __..<:. 1,905 1165 4 410 1,184 4,481 1,638 6,201 48 122 .:�5'12:^:' 1,938 1187 4,493 1,206 4,566 1,667 6,310 49 124 520,; 1,970 1.208 _ 4,573 1,228 4,648 1,697 1,724 6 422 50 127 528 ` 1,999 1228 4 648 1,248 4,724 51 130 535 2,027 :1247. 4,720 1,267 4,794 1,749 6,621 52 132 ,542'._ _ . 2,050 1,265 4,789 1,282 4,851 .1 76 53 135 . `547 2,071 1,278 4,838 1,293 4,896 1,777 6,726 54 137 551? ' `, 2,087 1287 . 4 872 13002 4,922 1 52 yfU68, 1. Liquid height measured from lowermost inside surface at bottom of corrugation in tank to the liquid surface elevation. • ' U 4"'ifiig flgeniy 2. The total capacity of the IM -540 tank is 552 gallons; the total capacity of the CM -1060 is 1,309, the total capacity of the IM -1530 tank is 1,787 gallons. 3. To determine liquid volume between liquid heights, subract the Table 2 volume indicated for the upper and lower heights. Example: CM -1060 volume between 50 in (127 cm) and 40 in (102 cm) = 1,248 gal (4,724 L) -1,008 gal (3,817 L) = 240 gal (907 L). • • t • • • • • • •• I-• • ;11 !flflTFFT11npIr' �iIII III 111 111 I� • ��I�`` r(��� :1��' tji' • III III 111 111 • ��/) 1��ti. ` trl� 1�4� r s�Jl • ,,�-IP'1 [ILJ1tLCJj - . : 24.0 [610] ACCESS OPENING WITH LOCKING LID (2) 0 4 [102] 10.2 [260] FREEBOARD PVC OR ABS INLET TEE INLET 16. % AIR SPACE 3.0 © C/61 PER CODE 47.0 PER 1,118] CODE Invert LIQUID 2[51]X2[51] I DEPTH FIBERGLASS SUPPORT I (TYP.) [102] PVC OR OUTLET TEE 0.2 [5] WALL THICKNESS NOTES: SECTION A- A' 1. ALL DRAWING DIMENSIONS IN INCHES [MILLIMETERS] OR AS NOTED. 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH, FRENCH & SPANISH: "DANGER DO NOT ENTER: POISON GASES." 3. TANK MARKINGS WILL INCLUDE: MANUFACTURER NAME, MODEL NUMBER,LIQUID CAPACITY, DATE OF MANUFACTURE, MAXIMUM BURIAL DEPTH, INLET, AND OUTLET. 4. MAXIMUM BURIAL DEPTH IS 48 in [1,219 mm]. 5. MINIMUM BURIAL DEPTH IS 6 In [152 mm]. .6. MAXIMUM VEHICLE LOAD IS 4,500 -lb [20-kN] AXLE LOAD. 7. TANK IS FOR NON TRAFFIC APPLICATIONS. 8. AIRSPACE IS 16.5%. 9. OUTLET TEE IS COMPATIBLE WITH EFFLUENT FILTER. 10. INTERIOR LENGTH TO WIDTH RATIO IS 2.3:1 (118.8 -INCH INTERIOR LENGTH 151.7- INCH INTERIOR WIDTH = 2.3). ACCESS PORT RIM FLEXIBLE RUBBER GASKET (TYP.) �, f ® N O o ' 1.5(38] LID UI DANK" p -- t ►' } LP3 TI w •'.-' (f) TA@t INTER([)R INLET/ OUTLET ALIGNMENT - TANK TEE DOWEL (34) INTERIOR © PIPE PENETRATION SECTION DETAIL TANK EXTERIOR LENGTH 127.0 [3,226] WIDTH 62.2 (1.581 HIEGHT 54.7 [1.389] END O' ' v 44.0 SEAM CLIP Outlet (TYP.) LIFTING STRAP (TYP., SIDE OUTLE' LIQUID DEPTH 44.0 [1,118] INVERT DROP 3.0 [76] FREEBOARD I 10.212 0 END VIEW I A r CONTINUOUS ELASTOMETRIC GASKET SEAM CLIP (64) TANK BOTTOM HALF O S MID -HEIGHT SEAM SECTION DETAIL TOTAL CAPACITY 1,287 GAL [4.872 L] WORKING VOLUME 1.094 GAL [4.141 L] 54.7 [1,389] EXTERIOR 27.4 HEIGHT (696] KTERIOR HEIGHT IC EW EW SECTION B - B' TOP VIEW 0.2 [5] W THICKNE SECTION A - A' 1'1U VIEW I LUI:KlNC, I.w NOTES: 1. ALL DRAWING DIMENSIONS IN INCHES [MILLIMETERS) OR AS NOTED. • 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH, FRENCH & SPANISH: "DANGER DO NOT ENTER: POISON GASES." 3. TANK MARKINGS WILL INCLUDE: MANUFACTURER NAME, MODEL NUMBER, LIQUID CAPACITY, DATE OF MANUFACTURE CODE. MAXIMUM BURIAL DEPTH, INLET, AND OUTLET. 4. MAXIMUM BURIAL DEPTH IS 48 In 11219 mm]. 5. MINIMUM BURIAL DEPTH IS 6 in [152 mm]. 6. TANK IS FOR NON -TRAFFIC APPLICATIONS. 7. NOMINAL WALL THICKNESS IS 0.20 in [5 mm]. TANK TOP HALF TANK INTERIO ALIGNMENT DOWEL (22) CONTINUOUS GASKET SEAM CLIP (44) TANK BOTTOM HALF O$ MID -HEIGHT SEAM SECTION DETAIL CLIP '.AL) .IG STRAP (TYPICAL) ISOMETRIC VIEW APPROVED 1 By Glen Schlueter at 10:56 am, Jun 23, 2022 CI, Real Estate Bayfield County Property Listing Today's Date: 8/18/2025 Description Updated: 8/13/2024 ' Ownership Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: Tax Districts Property Status: Current Created On: 3/15/2006 1:15:34 PM Updated: 3/15/2006 19772 MARK S THUL IRON RIVER WI 04-024-2-47-08-27-3 05-001-07000 024107008990 Billing Address: Mailing Address: MARKSTHUL MARKSTHUL (024) TOWN OF IRON RIVER 65120 MCCARRY LAKE RD 65120 MCCARRY LAKE RD S27 T47N R08W IRON RIVER WI 54847 IRON RIVER WI 54847 PAR IN GOVT LOT 1 IN V.858 R974 IM 2003R-482692 W Site Address * indicates Private Road 0.127 N/A 0.127 0 Property Assessment Updated: 10/17/2024 No (R-1) Residential -1 2025 Assessment Detail 118 Code Acres Land Imp. 1 04 024 163297 001700 Recorded Documents ® CONVERSION Date Recorded: G1 -RESIDENTIAL 0.127 1,300 0 Updated: 3/15/2006 2 -Year Comparison 2024 2025 Change STATE Land: 1,300 1,300 0.0% COUNTY Improved: 0 0 0.0% TOWN OF IRON RIVER Total: 1,300 1,300 0.0% SCHL-MAPLE TECHNICAL COLLEGE Property History Updated: 3/15/2006 N/A 482692 858-974 REC FED SEP 032025 Bayfield Co. Planning and Zoning Agency Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 8/18/2025 Created On: 3/15/2006 1:15:34 PM Imo' Description Updated: 3/9/2023 Ownership Updated: 3/9/2023 Tax ID: 19773 MARK S & KATHRYN J THUL IRON RIVER WI PIN: 04-024-2-47-08-27-3 05-001-08000 Legacy PIN: 024107009000 Billing Address: Mailing Address: Map ID: MARK S & KATHRYN J THUL MARK S & KATHRYN J THUL Municipality: (024) TOWN OF IRON RIVER 65120 MCCARRY LAKE RD 65120 MCCARRY LAKE RD STR: S27 T47N R08W IRON RIVER WI 54847 IRON RIVER WI 54847 Description: PAR IN GOVT LOT 1 IN V.648 P.183 549A (ASSESSMENT INCLUDES 024-1070-08- 130 Site Address * indicates Private Road 990) IN DOC 2023R-597899 65120 MCCARRY LAKE RD IRON RIVER 54847 Recorded Acres: 0.330 Calculated Acres: 0.332 t� Property Assessment Updated: 8/19/2024 Lottery Claims: 1 First Dollar: Yes 2025 Assessment Detail Zoning: (R-1) Residential -1 Code Acres Land Imp. ESN: 118 G1 -RESIDENTIAL 0.330 140,700 112,200 Tax Districts Updated: 3/15/2006 2 -Year Comparison 2024 2025 Change STATE Land: 140,700 140,700 0.0% 04 COUNTY Improved: 112,200 112,200 0.0% 024 TOWN OF IRON RIVER Total: 252,900 252,900 0.0% 163297 SCHL-MAPLE 001700 TECHNICAL COLLEGE Property History �., Recorded Documents Updated: 3/15/2006 N/A ® QUIT CLAIM DEED Date Recorded: 1/27/2023 2023R-597899 ® CONVERSION Date Recorded: 504-169;648-105 RECEIVED SEP 03 2025 Bayfield Co. Planning and Zoning Agency A - 0O [ 41-1 Owner(s) Name(s) — Please Print ,,4i/ 7Z' Subscribed and sworn to before me on this date. l td# �t6 f /9, 6Q0 a5 Planni Bayfield a in8 Y Notariz d Owner(s) — Signature(s) Not Public y_h. My Commission Expires: R A & -i5a/) HAAN Private Sewage System Maintenance Agreement Owner(s) Name Mark S Thul Owner(s) Mailing Address 65120 MCCARRY LAKE RD ; IRON RIVER, WI 54847 Site Address 65120 MCCARRY LAKE RD Tax ID # 19772 & 19773 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) 1/4 of 1/4 Section 27 Township 47 N. Range 08 W. PAR IN GOVT LOT 1 IN V.858 P.974 IM 2003R-482692 Additional Legal Description:PAR IN GOVT LOT 1 IN V.648 P.183 549A (ASSESSIU INCLUDES 024-1070-08-990) IN DOC 2023R-597889 Town of IRON RIVER / (Acreage) 0.127/0.332 Gov't Lot 1 .?ee- /' Lot Block Subdivision *T 'Q.C1 de-Seotip lc#is Lot CSM # Vol. Page CSM Doc # DOCUMENT NUMBER 2025R-608842 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 08/19/2025 AT 2:23 PM RECORDING FEE: $30.00 PAGES: 3 Recording Area Return To: Planning and Zoning Department O In -ground gravity X 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 (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system Is ponding on the ground surface. Mounds, At -grade. and In -ground Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or otherwise servicing, and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges 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 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. 1 �/ 25 Agency Drafted by/onald A Spreckels Jr Date: 08/04/25 c' 6. < n,_ _ _nom• Revised July 2020 QUIT CLAIM DEED THIS DEED, made between Mark S. Thul and Kathryn 1. Thul, husband and wife ("Grantor," whether one or more) and Mark S. Thul and Kathryn ]. Thul, husband and wife as survivorship marital property ("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, Wisconsin (the "Property"): A parcel of land in Government Lot 1, Section 27, Township 47 North, Range 8 West, Town of Iron River, Bayfield County, Wisconsin, more particularly described as follows: To locate the point of beginning commence at the Section corner common to Sections 27, 28, 33 and 34 of said Township and Range and run N 0O 53' E, 294.15 feet on the Section line between Sections 27 and 28 to a point marked by an iron pipe driven in the ground; thence run S 89O 39' 45" E, 254.70 feet to the point of beginning which is marked by an iron pipe driven in the ground. Thence from said point of beginning by metes and bounds: S 390 03' E, a distance of 244.20 feet to an iron pipe monument; thence continue running S 390 03' E, a distance of 11 feet, more or less, to the mean high water line of Lake Wiehe; thence running Northwesterly along said high water line, a distance of approximately 100 feet; thence N 390 45' 50" W, a distance of approximately 18 feet, more or less, to an iron pipe monument; thence continue N 39° 45' 50" W, a distance of 146.21 feet to an iron pipe monument; thence run N 31° 10' E, a distance of 75 feet to the point of beginning. This deed was prepared at the request of Grantor and Grantee without benefit of title examination. Dated: 61 Z 2 a2 . DOCUMENT NUMBER 2023R-597899 DANIEL J. HEFFNER REGISTER OF DEEDS •BAYFIELD COUNTY, WI RECORDED O1/27/2O23 AT 1 1:OO AM RECORDING FEE: $30.00 TF EXEMPT #: 8M PAGES: 1 Recording Area Name and Return Address: Attorney Dana M. Rasmussen PO Box 446 Hayward, WI 54843 Parcel Identification Number: 04-024-2-47-08-27-3 05-001-08000 This is homestead property. Ma S. hul Kath n J. Th I ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. RECEIVED COUNTY OF SAWYER ) Personally came before me on C31 2 Zox3 ________________,the above -named Mark S. Thul and Kathryn ANu t0rf@k5own to be the persons who executed the foregoing instrument and acknowledged the same. Bayfield Co. Planning and Zoning Agency R4�illl Iii,, Dana M. Ras ussen .�Q;.-••""'''••G,'�� Notary Public, State of Wisconsin pQ'rf IOTA •' (P My Commission is permanent. Z rf = INSTRUMENT DRAFTED BY: %B L%G : r Attorney Dana M. Rasmussen . �. P.O. Box 446, Hayward, WI 54843 '��F•••••...,.,..•••'�5�� (715) 558-6386, drasmussen@cheqnet.net Bayfleld County Register of Deeds Document #2023R-597899 Page 1 of 1 EXHIBIT A A part of Government Lot 1, Section 27, Township 47 North, Range 8 West, more particularly described as follows: Commencing at the section comer common to Sections 27, 28, 33, and 34 of said township and range; thence run north 0 degrees, 53 minutes east on the west line of said Government Lot 1, a distance of 294.15 feet (measured to 293.59 feet) to an iron pipe monument; thence run north 89 degrees, 39 minutes, 45 seconds east, a distance of 254.70 feet to an iron pipe monument, hereinafter referred to as "Point A," the aforesaid line hereinafter referred to as "Lane 1"; thence run south 31 degrees, 10 minutes west, a distance of 75 feet (measured south 31 degrees, 10 minutes, 00 seconds west, 75.00 feet) to an iron pipe monument, hereinafter referred to as "Point B," the aforesaid line hereinafter referred to as "Line 2"; thence south 39 degrees, 45 minutes, 50 seconds east, a distance of 146.21 feet (measured south 39 degrees, 47 minutes, 10 seconds east, 146.50 feet) to an iron pipe monument, the aforesaid line hereinafter referred to as "Line 3"; thence run northwesterly along Line 3 a distance of 68.33 feet to the point of beginning; thence deflect to the left 90 degrees, 00 minutes, 00 seconds and run, perpendicular to Line 3, a distance of 15.0 feet; thence deflect to the right 90 degrees, 00 minutes, 00 seconds, and run parallel to and 15.0 feet southwesterly of Line 3 and Line 3 extended a distance of 178 feet, more or less, to Line 1; thence run easterly along Line I a distance of 110 feet, more or less, to point A; thence run along Line 2 to point B; thence run along Line 3 to the point of beginning, and there terminating. All in Bayfield County, Wisconsin. C UPP1WPSI PafIpku39-raprdccnp-aa "yd RECEIVED V858 P 975 AUG 202025 Bayfield Co. Planting and Zoning Agency P -Y 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: THUL, MARK S & KATHRYN J 65120 MCCARRY LAKE RD IRON RIVER, WI 54847 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00331 Transaction Number: SR-00331-346DA Amount $50.00 Total: $50.00 Payment Amount: $51.95 Reference: 7810702845 Paid by: undefined Payment Type: Debit Transaction Date: 9/11/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. VA�YFIELD Property Owner: THUL, MARK S & KATHRYN J 65120 MCCARRY LAKE RD IRON RIVER, WI 54847 Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Description Private Sewage System (Septic Tanks) Submission Number: SS -00643 Transaction Number: SS -00643-346D8 Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 22746 Paid by: Sipsas Excavating & Trucking, PO Box 728, Iron River WI 54847 Payment Type: Check Transaction Date: 9/11/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. SOIL TEST # '-�5 ��erRrar Wisconsin Department of a Professional Services Page ; of _ r ' y Division of IndustryServi �...n`.= .�, OIL EVALUATION REPORT -OO3 I ccordance with SPS 385 Wis. Adm. Code County G�ty Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel !.n T' x - O t 19.77 a * 1 q -77 3 scale or dimensions, north arrow, and location and distance to nearest road. of o01- 0700O. o800+ Please print all information. Revi e I Dp+,m Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). *2.7 /V'2Jiv3 Property Owner Property Location r�i4.r K Govt. Lot 1 '/. '/. S ci 7 T 17 N R 2 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: CD1O C. at La i1 City, State, Zip I Phone Number ❑ City ❑ Village ® Town I Nearest Road (051 a O 1 rct.n 1R W.�e e' . W'L -5494-7 I (7,c 37.1- 'Ic 0/ / l ran 9t, r MLC€.€ L.& Mo 12ci n New Construction Use: ® Residential / Numberof bedrooms Code derived designflow rate 3o Q GPD pReplacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material Ou' w a 4 $av d i General comments and recommendations: .S0e n e h &n c�4e ❑ Boring Boring # ® Pit Ground surface eiev.IDi,02j ft. Depth to limiting factor i81in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 I O•C. 'tR3/, 1 (a �►�',. Oi7 1.C. Co -a1 lO 41 — JS 0 1 07 I.C. 3 i.Sff 7. R'114 0, ►. Boring # ❑Boring [HPit Ground surface elev.iC .33ft. Depth to limiting factor ��$ta in. / 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 *Eff#2 CC. �-' 1 C s a Fes_ o.-7 1. Co G. 16 YR'l/ -- is 0 �•t 0,7 ).C, 7,yR`lli. -• 5 ,. _ MrD c1p 03 Z025 CST Name (Please Print) A Sr Signature CST Number 5 P - (SL19 00 Otr' Id Co. Address �/ j 14'3Y lsSt /j � ( I �AI W �'Ig'7 Date E luation Conduct Telephone/Number . IgA esi r * Effluent #1 = BOD > 30 ≤ 220 mg/L and TSS > 30 ≤ 150 mg/L * Effluent #2= BOD, ≤ 30 mg/L and TSS ≤ 30 mg/L SBD-8330 (R03/22) L-3 I Boring # Page _..of__ ❑ Boring jaPit Ground surface elev. %OO.83ft. Depth to limiting factor's 2 in. / elev. ft. I Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 0- t o`(P / — ) ., o. I. c, 6-b It Yt. M — 1 s �. i o. 1.6 3 - -7. itP`J --- n% I. (o P Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil AQolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 •� a I 'CCorrr,eAced 441,d w t I: kt 1 be. re Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I Soil Anolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 ≤ 220 mg/L and TSS > 30 ≤ 150 mg/L * Effluent #2 = BOD, ≤ 30 mg/L and TSS ≤ 30 mg/L K ,C �VE D SEP 03 2025 Bayfield Co. Planning and Zoning Agency Page 3 of 4 S S9'3534" E 1 t 2.26 2" iRON PIPE 4 . o0c. #2003-48202 WOOD, . IRNdI. PIPE ( . B2 3 tea`' BM 2 BDRM HOUSE SCALE = 1:40 B1. 65120 McCarry Lake Rd, P/O Govt Lot I BQAT HOUSE' Sec. 27, T47N, R08W �..� Town of Iron River Bayfield County Tax ID: 19773 (4100"1 �) HART LAKE BM = Bottom of siding at Northwest Corner of Dwelling LI=NE TAROT ELEVATIONS BM = 100.00ft B1 = 101.08 ft B2 = 100.33 ft B3 = 100.83 ft LAKE = 90.25 ft �E ..JI1G DiS1'C uS ' 1-55- Wj 2&�OQ' �� /�' N 177'4 L�j �1 'r iwlr 13Y+ d�er dri.•.(a.i` TII 399, 1S►VaYIr SEP 032025 gayfielcj Co. 'fanning a j Zorirg Agency SCALE, T MCC ® 40 FEET 0 40 so • 120 SOIL PROFILE SHEET OWNER: i'1 ac 1& 'fky 1 SOIL TESTER: 1� csv O A `'m'e !cam i S 1 - SYSTEM ELEVATION: LOAD RATE: SYSTEM RANGE: 96. (o? to °!$._ 33 --- -- -- --- -- -- W0.33 -- --- ---= i oo. 33 --- -- 99 -- --- ---- 95.3 3 -- -- ---- -- --- -- -- • 7 -- --- -- --- --- -- -- -- ------ --- -- 9S jN s tTv oC — 5°' ------ regvor -ed pA 6 ..c p & e�.+. ------ -- -- ------ -- -- ?-t V' l,,arge� sys c -- - ri•'t e i S tMLn - G�t,I gvaS 1 able , cu s, n+att•rhvn+ bwry -- --- 93 • (1 -- dt pt r+vS+ bs. RCLJVED -- --- -- _-- -- -- s�R 032025 -- ---- — N cldCo. Planning and Zoning Agency Page Lj ocJL BAYFIELD COUNTY SANITARY PERMIT (#04)-25-122S STATE SANITARY PERMIT OWNER: MARK S & KATHRYN J THUL GOVT LOT: 1 LOT: BLK: 1/4 1/4 SEC: 27, T 47 N, R 8 W TOWNSHIP: Iron River SOIL TEST: 119-25 REPLACEMENT SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: TRAVIS BUTTERFIELD TRACY POOLER DATE: 9/11/2025 Authorized Issuing Officer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit Is based on regulations in force on the date of approval. c. The sanitary permit is valid and may be renewed for specified period. d. Changed regulations will not Impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations In force at the time renewal Is sought, and that changed regulations may Impede renewal. f. The sanitary permit is transferable. History: 1977 c. 168;1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # 652879 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 9/11/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION