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HomeMy WebLinkAbout26-132SRequest for Sanitary Inspection (24 Hrs< in Advance) V Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a tax and must email the inspection; you must email ail staff members. Note fl Time Change fl Discrepancy Other ?ct& Phone Number Plumber: Fax Number 7(�f 7-ruG�L[JY� Ii ` Email AId Homeowner. 5a141n Immediate Phone Nug Sanitary — ` d Dept can call you rigded) Permit #: Plumber's Choice Dept NO inspection(s) pecn(s)meDateE ussy (3:3G ar acy) Plumber's Choice Zoning Dept Time: fri .F r Township: u ) Address # & Road Name: LjL/G/0o C(/w46 `"V P or Directions $�$ To Site: Comments: .• : Rld' Pews y ma n-A&s.L vC? t' any cPhangee ss by Ut z ar eaiaii' •• Notes from Zoning Dept: uiformslsanitarylrequestforinspecton ® June 2023 Zoning Dept (©4112f04): . s . Private Onsite Wastewater Treatment (POWTS),Inspection Report ROBERT A TRUCHONJR (Attach to Permit) ATTN: SANDRA L MARSLAND Inds 44460 COUNTY HWY D Ge! CABLE WI 54821 uzposes [Pxivacy Law, (fl(m)] m Per Permitiiolaers Nan=. ------- - - __ . City flvinage Town of: orvi ursunpuun: •i J Li setback to: TYPE MANUFACTURER CAPACITY Prop. Line Well uiIding, Air Intake Road Se tic W 1 eSet/ 12 -TO O 29 N/A Dosing N/A Aeration N/A Holding Pump / Siphon Information 'ump Manufacturer lPumf GPM Ott (o (7,`o TDH Lift Friction Loss Head Total Forcemain Length Dia Dist To Well Disoersal Cell Information DIMENSIONS Wi i Len._)j of Cells SETBACK FROM Prop.. Li/ Building , -zI0 W I / OHW Type of Cell Pretreatment Unit Manufacturer: Model Number. Manufacturer• & co'^t -c t Elevation Data STATION BS HI FS ELEV Benchmark b /oct. Bldg. Sewer Tank Inlet Tank Outlet Dose Tank Inlet Dose Tank Bottom Inst. Contour Header/ Manifold .5) t. Distribution Pipe Infiltrative Surface S Final Grade y .• X Pressure Systems Only Length Dla Length_ Dia _ Spac Spacing J,.tYes ❑ No Soil Cover Depth Over I Depth Over Depth of I Seeded / Sodded . Mulched Cell Center I Cell Edges I Topsoil j ❑ Yes 0 No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) I&U c t1) d cor Ian revision required? ❑ Yes l8© aeother side foraddltionalinfo tion. Date POWTS Inspector's Signature License Number ;an_e71n (P nhl911 Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zoning(Mbavfieldcountv.org Web Site: www.bavfieldcountv.org/147 ROBERT A TRUCHON JR ATTN: SANDRA L MARSLAND 44460 COUNTY HWY D CABLE WI 54821 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know a 0-X J <-r h G 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.seoticsearch.com Notes: Abandonment of Old System to meet all applicable code requirements: Tank was pumped by: on at AM! PM Tank was crushed! removed and pipes disconnected by: On \ U at I (AM //��`] the above -mentioned plumber contacted our office to conduct a pr -co er inspection as required uhd"er DSPS 383. One of the following applies: System was inspected and appears to meet all applicable code requirements. flSystem was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. System could not be inspected because plumber covered prior to scheduled time of inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. System could not be inspected because County could not respond to plumber's time constraints. Comments: Wfarms/sanitarypropenyowner9nput April 2019 TM& Department of Safety County BAYFIELD & Professional Services, Industry Services Division Sanitary Permit Number (to be filled in by Co.) 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 NA 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 maybe used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. (SAME l I. Application Information — Please Print All Information Property Owner's Name Parcel # (TAX ID: 38684 ROBERT A. TRUCHON JR./SANDRA L. MARSLAND 04-034-2-43-06-10-5 00-677-20000 Property Owner's Mailing Address 44460 COUNTYH HWY D Govt. Lot NA 10 City, State Zip Code Phone Number �� CABLE, WI 54821 715-209-4350 —yam `�•, Section T 43 N R 06 W II. Type of Building (check all that apply) Lot # Subdivision Name or 2 Family Dwelling -Number ofBedropms-,, - _ -. -� UNIT 2 $ck# TPublic/Commercial I MKD CONDO - Describe Use NA SET 1.42026 0 City of 0 State Owned— Describe Use CSM Number 0 Village of ay;�eld Cc'.�T� �+� KAGON 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 applicable.) A' Mw System XX Replacement System Other Modification to Existing System Additional Pretreatment Unit (explain) (explain) B. Holding Tank X In -Ground GEOMAT At Mound Individual Site Other Type (conventional) Grade I Design (explain) C. Renewal Before Revision Change of Plumber Transfer to New Owner ist Previous Permit Number and D d Expiration NIC ! 7" 7 r S IV. Dispersal/Treatment Area and Tank Information: Design Flow(gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (st) I Dispersal Area Proposed (sl) I System Elevation 300 2.0 f 150 162.50 98.16 FT. Capacity in Total # of Manufacturer m , Tank Information Gallons Gallons Units ,n v o New Tanks Existing Tanks fl U r/3m UI Septic or Holding Tank 1250 1 50 1 NK (COMB i.. lYiD x Dosing Chamber 750 750 V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) P er's S' a MP/MPRS Number Business Phone Number RYAN STRAND 798301 715-558-1673 Plumber's Address (Street, City, State, Zip Code) 10571N TOWN INDUSTRIAL PARK ROAD. HAYWARD WI 54843 VI. C epar. eat Use Only Approved 0 Disapproved Permit Fee Date Issued Issuing A S' O Owner Given Reason for Denial 26 Conditions of ApprovaMeasons for Disapproval ScL Ete oW ! • Attach to complete plans for the system and submit to the County only on paper not less than 8112 x 11 Inches in size SBD-6398 (R. 03/22) INDEX AND TITLE PAGE All Water Treatment Systems To Be Removed Project Name: ROBERT A. TRUCHON JR./ SANDRA L. MARSLAND Owner's Name: (SAME) Owner's Address: 44460 COUNTY HWY D CABLE, WI 54821 Property Info Property Address: SEP 142026 44460 COUNTY HWY D Legal Description: S_ 10 T 43 N R 6 W Township Namakagon County: BAYFIELD Subdivision Name: ASSOCIATED LIMITED COMMON ELEMENT MKD CONDO Lot Number. UNIT 2 Block Number. NA CSM#: NA Parcel I.D. Number: 04-034-2-43-06-10-5 00-677-20000 / TAX ID: 38684 Plan Transaction No.: Index ages Page 1 Index and title Page 9 Plot plan Page 2 Data entry Page 10 Filter specifications Page 3 (3eoMat dist. cell drawings & calculations Page 11 tope s Page 4 Lateral and cell cross section Page 12 Ott *)t 3Fer Page 5 Management & contingency Page 13 Soil test (4 pigs.) Page 6 Maintenance & specifications Page 14 4ENM Page 7 Page 15 Tax statement Page 8 Distribution media (15 PAGES MARY JO HUPPERT License Number. 1859-007 Date: 08/31/26 Phone Number: 715-426-1775 Signature: ISARY JO . * *5 HUPPERT -.J*V* l FALLS.: Designed Pursuant to the In Ground Component Manual April 2024 Version Page 1 of 15 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 N ISO Required? 200.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 300.00 Design Flow (gpd) 0.50 Site Slope (%) 98.16 Prop. System Elevation (ft) Sand & Native soil Contour 44.00 Depth to Limiting Factor (in) 1.60 In -situ Soil Application Rate (gpd/ft2) 98.40 Lowest Original Grade Ele. In System Area (ft) 98.80 Highest Original Grade Ele. In System Area (ft) 95.03 Limiting Factor Elevation (ft) -0.86 Depth Below Grade flistimUtt�b Cell )nfdrtnat on 3.25 Cell Width (ft) j 21 Number of Cells 2.00 Dispersal Cell Design Loading Rate (gpd/ftz) 2 Influent Wastewater Quality (1 or 2) Distribution Information E Center or End Manifold, Dist Box or Drop Box 2 Number of Laterals System dosed N 4.25 Lateral Spacing (ft) System not dosed Manufacturer Information Treatment Tank Information Effluent Fitter Information 2000.001 Septic Tank Capacity (gal) Pol lok lncizabel Filter Manufacturer Unknown Manufacturer iManufacturer 3014-525-1116-10,000 GPO Fitter Model Number Project: Robert A Truchon Jr I Sandra L Marsland Page 2 of 12 SEP 14 2026 7"'..¢ ^.1 = ".',' - .i 1 e _ 2 can GeoMat SAP 14 2026 Width of basal area can not exceed 10' 1 1.00 K 1 S 1.00 Ft ft Ft A 3.25 B 25 L 27 W 9.50 Basal Area Calculation GPD Loading Rate 300 1.6 gallsq ft/day Total 187.5 ft Number of Cells 3 Cell Length 25.00 Min. Cell Length 15.4 Cell Spacing 1.00 ft ft ft it ft ft ft Basal Area Required 187.5 Basal Area Proposed 237.5 Can not :xceed 10' Lineal Feet of GeoMat Required 46.2 Lineal Feet a' GeoMat Proposed 80 System Elevation 98.16 Limiting Factor 95.03 Separation 3.13 NU / t: Min S dimension = V t 2'Min 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: Robert A Truchon Jr / Sandra L Marsland Page 3 of 12 �, np1�FRlIAneAf�A[i,11+lA.ca1..►raltpA4D1a0rem......... :... ...._ SEP 14 2026 Hole spacing is every 12" , 12" tole at 4 & 8 O'clock, starting 4 O'clock 6'' from end and 8 O'clock Holes at 12" from end. 4" Perforated pipe maybe used. Pipe Length = GeoMat Length Lateral Spacing 4.25 ft Pipe Diameter I4" in Distribution Cell Cross Section •. '.ii.••., ",.' _• V:•�,}ay...N, I X0O -0.86 tt 1w 4" in —a Pieelki'.� 1VA'f'IV�.SOtI t,It'�_CEO MAr Mwla$ atsurface 44in -._ $TYflttOfltq.0 12" Mn. 42" Max. 08.16 Project Robert A Truchon Jr/ Sandra L Marsland Page 4 of 12 Notes! Maintenance Requirements 1.4 2026 MANAGEMENT PLAN Thy- prnrat�e onslte�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 WastewaterTreatment Systems Version 2.0 SPS-10705- 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__„ ins 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& fats, oil and grease A monthly average of 220 mg/L BODS 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 I & 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 property licensed individuals to contactfor such repairs. S. 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. �.ii� Two Effluent Filters to be Installed where possible 1 to be installed In ST. and or I in pumptank 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 watertight. 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 tong dosing cycles. The ends of the distribution laterals may be exposed and the threaded end carps 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 call 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 Robert A Truchon Jr I Sandra L Marsiand Page 5 of 12 In Ground System Maintenance and Operation Specifications Service Provider's Name Robert Berceau Phone 1-920-8194100 POWTS Regulators Name(Bayfield County SPIA -Zoning 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 2000 gal Maximum TSS 30 mg/L Soil Absorption Component Size 81.25 f Maximum FOG 10 mgiL Type of Wastewater Domestic Maximum Fecal Cofdorm 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 Inspectandcleanasnecessary atleastonceevery 3 ears Test once every 3 years Should test periodically Laterals should be flushedandpressuretestedevery3years Insect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. 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 OOOCflnbcO-O-O-O-O-O c. r, n -m r.-0 Sprinkler c o v i n o oPo Grade ; TO o'oo Threaded Cleanout Plug or Ball Valve Dosed Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Distribution Lateral - 'Lateral Cleanout 1 1'-1.5' SEP 142826 98.16 Feet Project: Robert A Truchon Jr I Sandra L Marsland Page 6 of 12 3.25 IcelI Width (ft) I 2.83 jsldewall to Lateral (ft) [Distribution Cell Cross.section Arrangements 0 Distribution Pipe GeoMat is covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View layout - Typical 3.25 ICell Width - A (ft) I 25.00 ICon Length - B (ft) End Connection Lateral Layout Diagram Finished SEP 142026 See details on page 4 car number, size, and spacing or laterals. Project: Robert A Truchon hi Sandra L Marsland Page 7 of 12 opera' !t . r sad . L • C &t,L4 t SI r 1(S--zo'--3S0 -'te Power L: +ALP 4 4 '_o, N& Gj-eo•v► Lw TC--x T"D 3wq S'oT%3yJ 1ZO�w 4 -in. (100 -mm) Biotube® Effluent Filters Biotubel" filter cartridge BiotubeS filter vault i Extendable tee handle Vented top plate, standard Applications Orenco® 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 Filters (U.S. Patents No. 4,439,323 and Biotubes 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 life. 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. ;EP '14 2026 Flow modulation plate (optional Vault • f — Inlet holes Li Standard Models FTSO444-36,FTS0444-36M,FTW0436-28,FTW0436-28M FTW0444-36, FTWO444-36M Product Code Diagram FT❑❑04❑-❑-❑ Tow modulator and float switch bracket options: Blank = no options selected M = flow modulation plate Installed A = float switch bracket installed Cartridge height, in. (mm): 28 = 28 (711), shandard 36 = 36 (914), standard Filter housing height, in. (mm): 36 = 36(914), standard 44 = 44(1118)standard 4 -in. (100 -mm) filter diameter outlet tee: W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Filter mesh option: Blank = r/. -in. (3 -mm) filer mesh P = 'A, -In. (1.6 -mm) filter mesh Biolube• effluent filter Materials of Construction Vault PVC Biotube® cartridge Polypropylene and polyethylene Handle components PVC, polyethylene, stainless steel Orenco Syst nis° Inc. , 814Ahway Ave., Suthedtl, OR 97479 USA • 800-348-9843.541-w9-44.9 • www.menco coup nro-Fr-FTs-1 Rev. 3.0, ® 05/18 Page 1 of 2 Air vent (on optional flow modulation plate) (on optional flow modulation plate) SEP 142026 k -DH Specifications Model FTS0444-36, FTW0444-36 FTS0436-28. 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) Filter surface area,t it2 (me) 5.1 (0.50) 3.9 (0.40) 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 configutatlon of the lank. Optimum hole height is 70% of the minimum liquid level. t Filter area is defined as the total surface area of all individual RioWbes° within the filter cartridge. Flow area is defined as the total open area (or area of the mesh openings) of all the individual Biotubes within the filter cartridge. MD -F7 -F75-1 Orenco Systems ° Inc., 814 Airway Ave., Suthetlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 3.0, ® 05/18 Page 2 of 2 11 -3 -A -Y -FIELD Property Owner: TRUCHON JR, ROBERT A 44460 COUNTY HWY D CABLE, WI 54821 MARSLAND,SANDRA L 44460 COUNTY HWY D CABLE, WI 54821 Bayfield County Planning & Zoning Department 117 E 581 Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Description Certified Soil. Tests - Review & Filing Fee Submission Number: SR -00488 Transaction Number: SR-00488-4BF97 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 8985 Paid by: Merton Maki, 10869 N Smith Ct, Hayward WI 54843 Payment Type: Check Transaction Date: 8/13/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. 8/3/26, 7:34 AM Real Estate Bayfield County Property Misting Today's Date: 8/3/2026 Novus-Wisconsin Access rev. 12.0206 2O Description Updated: 4/14/2024 Tax ID: 38684 PIN: 04-034-2-43-06-10-5 00-677-20000 Legacy PIN: Map ID: Municipality: (034) TOWN OF NAMAKAGON STR: 510 T43N R06W Description: UNIT 2 & ASSOCIATED LIMITED COMMON ELEMENT MKD CONDOMINIUM TOG WITH % INTEREST IN COMMON ELEMENT IN DOC 2024R-602780 Recorded Acres: 1.190 Calculated Acres: 1.190 Lottery Claims: 1 First Dollar. Yes ESN: 123 I Tax Districts Updated: 11/8/2021 S Ownership ROBERT A TRUCHON JR SANDRA L MARSLAND Billing Address: ROBERT A TRUCHON JR ATTN: SANDRA L MARSLAND X60 COUM Y NNN D CABLE WI 54821 Property Status: Current Created On: 11/8/20213:15:37 PM Updated: 4/14/2024 CABLE WI CABLE WI Mailing Address: ROBERT A TRUCHON JR ATTN: SANDRA L MARSLAND 444G0 COUNTY HWY D CABLE WI 54821 Site Address * indicates Private Road 44460 COUNTY HWY D CABLE 54821 Property Assessment Updated: 511/2025 2026 Assessment Detail Code Acres Land Imp. G1 -RESIDENTIAL 1.190 15,500 70,000 1 STATE 2 -Year Comparison 2025 2026 Change 04 COUNTY Land: 15,500 15,500 0.0% 034 TOWN OF NAMAKAGON Improved: 70,000 70,000 0.0% O41491 SCHL-DRUMMOND Total: 85,500 85,500 0.0% OO17OO TECHNICAL COLLEGE 'a r. Recorded Documents Updated: 2/10/2014 ^ � Property H-istary ® WARRANTY DEED Parent Properties . Tax ID Date Recorded: 4/2/2024 2024R-602780 04-034-2-43-06-10-4 05-006-30000 24552 O CONDO PLAT Date Recorded: 11/1/2021 2021R-591770 2-163 y I S, — z og — 4 3 -rO V Bobb t © DECLARATION OF CONDOMINIUM �` Date Recorded: 11/1/2021 2021R-591769 ® WARRANTY DEED Date Recorded: 3/3/2010 20108-531610 1036-362 © CONVERSION Date Recorded: 3/15/2006 484172 728-195;865-329 HISTORY ® Expand All History White= Current Parcels Pink=Retired Parcels Q Tax ID: 24552 Pin: 04-034-2-43-06-10-4 05-006-30000 Leg. Pin: 034106010002 38684 This Parcel Parents Children RECEIVED AUG 10 2026 6yfield Co. Planningaand Zoning Agency t%*ne•unr t,i havialr mi enty wi nev/access/master.asp 1 /1 2021R-591770 V OA11Ia1 J. rAYFIEto t R11?. Ili StyORD CONDOMINIUM PLAT /°'' cz' O8:oO MKD CONDOMINIUM PLAT FAG: P1.1'iES: 2 LOT 2 OF BAYFIELD COUNTY CERTIFIED SURVEY MAP NO. 756, RECORDED IN VOLUME 5 OF CSM ON PAGES 167.168 ON DOCUMENT PP NO. 399225 AND LOCATED IN GOVERNMENT LOTS 6 AND 10 OF SECTION 10. T. 43.N., R. 6 W.. IN THE t O:'VN OF NAMAKAGON, BAYFIELD .COUNTY, WISCONSIN 1.010 vtVr t '4m 03 013 N OI 62T0S :IN'£ O LG.4E lnl.Li' A0ON w :.L'. 1115 LAND $£.37£:31 :0135 f10W 100II :SJ T E APPIROXIAN Z 2.310 1034 P5751151105 DN .Y. 0.00111 RtC.!?7 OF WAY I1►cf OF ccu i.T IWWI%33 D A.\'Y 4.11110 80.011 THE 030322111Y 34014 450104 WAS 8F A 4.11K_ OR tS U3$T D AOLOION £tD1Mi FOR 35105 A MY:W0.E 2330101 15 SZ1r res T3 75 Pi16.c 04$57LC i. Mr... FOR UNIT I — 1 :..00 SO. Fi '. 103013115.5 WAIL'S NIJ 1S ESfAML-40 11340511 2117404.E IX. SECTION 1 CF THE SATE Z"D.iSf13)3011. f.SSY 7/9 CORNER LAKE IVAilMAJCAC0N .LC. 30 . - 630-4 PIPE �• of 2-1/2' 6iii22 02? — . �-' •r. 1550.0./ s mL7 ''� • ft- y lut[i i �f .- CSld 1271 ` . ` /77,710139 I!C$ ro 1 ~ fpf tsE1 7 1s�D .^Q 3:1 COMMON ELEMENT V• r- AL:. Air tfiKO LY110 41T*)4 711E R CrT CF WAY OF ;��• T 1P I2$IC )IIISINtAY D LS ORL I= EIS �.31T. e fjs rOTA L c s AM — 8.324 so. FT. �- �sa�urifFls1O nL�lr 7jrq £AY licc\\\\\ oo >{ -, O. B' C:L•tC1L01ELtOiKtiti73fa1. 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THE C'J1NS 1 0.010052*) ACE 3:511135 00 1131 aim= Cm CE 5110010 71011 1215. P4AT1 TN*X 1 1604E 71607 03102140 uo 001 03.7101 701 Cl 00 011034 1331341125. 0NPTCt A.i 7 or THE AI0)1107/0171103 00455 5155:10311 011103 C3M&= N 101410 ANT 2110 100 7214 1 TO AR 003 CI 113 1.•4'4003 .1:a 50301. A S` TOTAL AREA • (LOT 2 CSM NO. 756) 63.596 SO. FT.t 1.46 ACRES. (EXCLUDING ROAD RIGHT OF WAY) TOTAL COMMON ELEMENT (AREA. IN R/W) 8.324 SO• FT. w 3. 3?ARINGS ARE WSW ON THE EAST LINE OF 711E Sr. 1/4 OF SECTION 1O, BEING N 02'14'18" W per\ 4.� i' AN5,LE 0401! S06d SC4.r• ONE #2O44 -SO lEST - 0 50 100 700 LEGEND CL/Em• 0AND:NEAU, M K. NELSON rot a! ALW slat r6s 0 MONIA +J' T FOUND. AS N " 102 NA: -417/05'2 SGIce- anrr wcx m Sp r ~'!•SURVEYINGsI AV& s as-aarx �1.ce Q 1 X 16' IRON Pipe SIT nosSURvsY. >,vCt1T'1.13 19/51 Ocf. 1. 2021 FL1.r •R3N WICISEC10 11-04 N17 062 .AWIN17052 O.;ND-EVE.0 INcoi 'ORA ED (stSJ enr-s1m camawr a 5SP74c vENT or?Arm BY 771/ 8. FL^ -!4.Z 1140417 CO.J S�i/19 -3 SUP. G YQ1/P. 17b1CS OP Trtc WOODS SllVCsr 195\ ; ^1 • mv-q 4j Sz-717C COVER 211140921 P0. 37 ..._ -.. ._.�.. _ _ . -- /i•1 D0J Private Sewage System Maintenance Agreement Owds) Name _ ✓\C p )t r i a "cj OWner) Mailing Address 4q% C0¼) ?1 l y f) Ct4kls ID As owner. (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 n the Adm. Code, as from time to time amended. (COMPLETE Legal Is required) 1/4 of 114 Section 10 0 Township 14 3 N. Raqcre W. r Additional Legal Description: L11 Rt s, (2o t/l 0 ' I p! 1 fit t4 Town of t (Acreage) LGov't Lot U 14 Lot Block Subd€vision LtC# # r r0. Vol. _ •Page - CSM Doc DOCUMENT NUMBER 2O26R-61 3339 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 08/ 14/2026 AT 1 1 :28 AM RECORDING FEE: $30.00 PAGES: 1 RCV AUG 17 Z026 Bayneld Co. rCV Recording Area Return To: Planning and Zoning Department In -ground gravity ❑ In -ground dosed O In -ground pressure distribution Sewage System: ❑ Mound O At -grade Sewage System O Other Sept€c 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-th€rd (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. Seotic tank Effluent Filter (system types A through E): The septic tank effluent fitter 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. Adm€n. Code. Private Sewage System D€spenrai Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWrS Inspector, or licensed master plumber within three (3) years of the date of Installation and at least once every three (3) years thereafter to de no whether wastewater or effluent from the system Is ponding on the ground surface. Mounds. At -grade. and In -around Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component Is inspected as provided above. Owners) agree that failure to comply with this agreement will result In action being taken to pay all charges and costs incurred by Bay/laid County for inspection, pumping, hauling, or otherwise servicing nng and maintaining the private sewage system tank In such a manner as to prevent or abate any human health hazard caused by the system. Bay/laid County shall nathy 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 tine tax shall be collected as provided by law. The terms and conditions of the agreement shad be binding upon and inure to the benefit of all current and future owners of such property. 4- Y��,rs�aT.r vro� Wisconsin Department of Safety and Professional Services SOIL TEST !� Page of • o .� y Division of Industry Services ( "a� y, ASPS, SOIL EVALUATION REPORT r' In accordance with SPS 385, Wis. Adm. Code County BAYFIELD E L D Attach complete site plan on paper not less than 81/2 x 11 Inches in size. Plan must include, Parcel I.D. but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dirt:ensions, north arrow, and location and distance to nearest road. ")c 2 D 38 69 Please print all Information. Reviewed by Date Personal inf►�Irmation you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location D a. ❑ o6et` ". rVGirt Tr. SindilY.t• atr•St(( 4hcL Govt. Lot V. % S 10 T 4.3 N Rig 6 E (or) Property Owner's Mailing Address rr Site Address or CSM and Lot #: [U �1cO Co • f D -u5 U 2. �f AceLo'wt t G NOC-ON City State I Zip Code I Phone Number ❑ City ❑ Village Town Nearest Road Ga-bi e I WI IS 1 y3SD �rn yl44b0 I Co H w t ❑ New Construction Use: Residential/Number of bedrooms Z_ Code derived designflow rate 3Q0GPD Replacement IIO Public or commercial — Describe: Flood Plan elevation if applicable N 4- ft. ENtERE Parent material _n cto General comments and recommendations: �- • ( cf , �[ b t— +o S ec Scjcjewt e[&- t7e-rA- o,�► .1 moo, Boring # ❑Boring %.-7 t(y 115.03 [Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. t_ _o 1 s4 — Ca t� � Soil pplication 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 D. -T.S - Z --- 1= 6 -5 w ')EC t./ Z Q --IR ri 3 — t S n `r rt ztlh1 . . 3 Z-Ce —p.j v '--' I s t, rt I o >r c .7 t '4 Lf4 -SV S r- LL, G -T Syr- S I .I M�- r4- --- N P •mot 1 ..`7 Boring # ❑Boring ` 9- f 4(a q(c�•5"I [APit Ground surface elev. ft. Depth to limiting factor 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 o -C -t.s <- Z — 51 I w �fC .r 1.1 2.- ,-3(o •' 'I 3 — tt `1 `1 ?� • i {. 3 36 — 116 at �/r — u IOC '? 1.&) If 46-- S ,r S I wt sbv- tM. NP JP"7 V4s -I- 49rt CST Name MERTON MAKI Signature c 224901 Address 10869N SMITH COURT HAYWARD, WI 54843 Date Evaluation Conducted — (� — �{o Ptannin (715) 634-8719 I%e Number ar rng Agency Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOD. s 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) • 3 J Boring # ❑ Boring C $. SPit Ground surface elev. ft. Page of LI7 9�f•18K Depth to limiting factor 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 GPO/Ft2 *Eff#1 •Eff#2 t b- `i.r- 3 -- l 5 0- tr11 Zoi-C• +? L (o 1. .i .7 't (f ' (t �( tlfC 2 `_f �f7 --S�' �. 'Vii � .v -c s ' k- r -r NP, ci 'uP� 3- evo4 c + o q.,1' Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor 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 (� -7 5Q s = 42 9 cs? Fo Sjc j 5i.s4e u� GlcvAr LL << 6e )44- ? - - i k- �v iHs ct l . .e Y- i — Q4 VT/PT fD u scd lz o f7t4 't/p ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor 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 Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 150 mg/L * Effluent#2 = BODE s 30 mg/L and TSS s 30mg/L RECEIVED AUG 10 2026 Bayfield Co. Planning and Zoning Agency • dui �I�T Robe+ I A. -rfvclnoh .)+�- 5cwci cam, L. I.vslcv%j (44g4e Co (4w%.t D It C461 ,w t Scf -i tS — PAP g�9e. sDcMe. 1 L_ J Auer %r►e c, Vower .y e Co, ?J& a 9 o.A Tw T c -x r.b 3868(4 S` ' o -r%3rJ 2obw t. tq me pmrr,l . y 5ca le I "f t.40 o io so Vo Cio I T ar a. ak c Z� tL 0 O i *04 e, c.pI plb yC Fjev oL\ 't .c t. - qol RECEIVED AUG 10 2026 Bayfield Co. Planning and Zoning Agency BAYFIELD COUNTY SANITARY PERMIT (#04)-26-132S STATE SANITARY PERMIT OWNER: ROBERT A TRUCHON JR G OV'T LOT: LOT: UNIT 2 B LK: SUBDIVISION: Csm#756 1/4 1/4 SEC: 10, T 43 N, R 6 W TOWNSHIP: Namakagon SOIL TEST:111-26 REPLACEMENT SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND SCOTT ROUSH DATE: 9/16/2026 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 maybe 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 #: 17-71 S LICENSE: # MP 798301 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 9/16/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION