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HomeMy WebLinkAbout25-102SRequest 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 ennall the inspection; you must email all staff members. (Vote Time Change fl Discrepancy fl Other As�7 Phone Number Plumber: G Fax Number �j 'ji(� Email Address Homeowner: J"1 � ( i''m. , 9tyfrc1h5we40ckc Sanitary L5 i/o 0 1 Immediate Phone Number So Zoning Dept can call you right back (if needed) Permit #: 7- Plumber's Choice ing Dept 1.�S a R No inspection(s) during this time Date: � Tuesday (9:30 am - 12:15 pm) (Tracy) Time: Plumber's Choice Zo ' Dept Township: V Address # & Road Name: qQ d Cc( 1Y(t or Directions To Site: Comments: Plumbers you must verify any change(s) by fax or email Notes from uiforms!sanitary/requestforinspection Zoning Dept (O4/12/04); 0 June 2023 . Private Onsite Wastewater Treatment Ps Systems (POWTS). inspection Report (Attach to Permit) ASHER, ROY ALE & ASHER, PATRICK & SHARON :CU1y puEposes[Privacy Law, a. 15.04 (1)(m)] 1226 BUELL CT Eli City 9ViiIage flTOWri of. JOLIET IL 60435 ti�� nm grew rasp ow' nevr - BM Description: 'ank Information setback to: County &wMeidhil SanitaryPermit No: State Plan Transaction ID#: Parcel Tax No: TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Se tic ( i t>i— It) N/A Dosin N/A Aeration N/A Holdin Pump! Siphon Information Pump Manufacturer Pump Model Demand GPM Filter Manufacturer CYILO Filter Model TON Lift Friction Loss Head Total Forcemain Length Dia Dist To Well Disnersal Cell Information tf(or / DIMENSIONS W IIAaron #of Cells SETBACK FROM Pop. Line Builnj I Walt0. OHWM Type of Cell / IMan ctur r u Model uthbec Pretreatment Unit Manufacturer: Model Number: Elevation Data STATION BS HI FS ELEV Benchmark 3 (00 Bldg. Sewer QS 7V Tank Inlet o Tank Outlet Dose Tank Inlet Dose Tank Bottom Inst. Contour Header/Manifold Distribution Pipe Infiltrative Surface Final Grade Header / Manifold I Distribution Pipe(s) I X Hole Size I X Hole Observation Pipes Length Dia Length Dia_ Spec_ I Spacing I ❑ Yes ❑ No Soil Cover Depth Over Depth Over I Depth of Seeded / Sodded I Mulched Cell Center Cell Edges I Topsoil ❑ Yes ❑ No ❑ Yes ❑ No 30MMENTS: (Include code discrepancies, persons present, etc.) *+ fo tl�i kt II cd r Obis w ccA /ue"�fk rutXs ii chu h�� I'S%f a to JAC (441( . lckll � t(�{kl(rc� 04 �tlpv ¢tnc� c1f U Ian revision required? ❑ Yes U4o I r `/fl ,e other side for additional information. L f ��' ��TV� — Date POWTS Inspectors Signatur License Number 3Rn_R71n (fl n4/991 BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT 1T Telephone: (715) 373-6138 Bayfield County Courthouse Fax: (715) 373-0114 Post Office Box 58 e-mail: zoning(d bayfieldcountv.ora 117 East Fifth Street Web Site: www.bayfieldcountv.org/147 Washburn, WI 54891 Property Owner ASHER, ROY A LE & ASHER, Information PATRICK & SHARON 1226 BUELL CT JOLIET IL 60435 As you know 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 Tank was pumped by: • Tank was crushed! removed and pipes disconnected by: at AM/PM 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. 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. LIISystem could not be inspected because County could not respond to plumber's time constraints. Comments: '3PC) S11,SFPffl S4Jer O)&S On ,1 ra5peC//Gi-1 Il/formslsanilarypropertyowner4nput April 2019 /t\\ ` ®� 5� Department of Safety County BAYFIELD I & Professional Industry Services Division Sanitary Permit Number (to be filled in by Co.) i o s State Transaction Number Sanitary Permit Application A In accordance with SPS 383.21(2), Wis. Aden Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. 11890 OLD MILL ROAD I. Application Information —Please Print All Information Property Owner's Name Parcel # 012-115-30- 5000 141 ROY A. ASHER LE & PATRICK & SHARON ASHER f9p9' Property Owner's Mailing Address NA 1226 BUELL COURT Govt Lot 14 NE 'A, Section 3 5 City, State IL IZip Code 60435 Phone Number ?l5 - Q _ �?&.7 JOLIET, 7 T 43 N R 0 8 L br W Lot # H. Type of Building (check all that apply) NA Subdivision Name Qc 1 or 2 Family Dwelling —Number ofBedrooms 2 NA Block # Public/Commercial—Describe Use NA O City of O State Owned — Describe Use O Village of CABLE CSM Number V293, P410 III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C ii a llca c, w System) Replacement Other Modification to Existing System l Additional Pretreatment Unit (explain) B. Holding Tank XIn-Ground ❑ At -Grade ❑ Mound b Individual Site Design ❑ Other Type (explain) (conventional) C. ❑ Renewal Before E] Revision ❑ Change of Plumber ❑ Transfer to New Owner st Previous Pest Number and Date Issued Expiration NK IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 428.58 452 95.00 FT. 300 0.7 Capacity in Total # of Manufacturer Tank Information Gallons Gallows Units o r N w New Tanks Existing Tanks Septic or Holding Tank 150 1 WIESER X 750 V. Responsibility Statement- I, the undersigned, assume responsibility f lion of the POWTS shown on the attached plans. Plumber's Name (Print) Plum er's Signature MP/MPRS Number Business Phone Number T1L-AT1kTTCY T1 A QA /rr TQ Q1CAT 221516 -PM 715-580-0254 Plumber's Address (Street; City, State, Zip Code) 42625 KAVANAUGH ROAD, CABLE, WI 54821 VI ounty/Departmen_ t Use Only I Permit Fee I Date Issued Issuin A Si )(Approved O Disapproved $ ❑ Owner Given Reason for Denial L/OO ' $ ! 151 Conditions of Approval/Reasons for Disapproval CL (I,a'! ,i 1d Attach to complete plans for the system and submit to the County only on paper not less than 8112 x 11 AUG 05 2025 SBD-6398 (R. 03/22) PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: IA -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross -Section & Plan View Pg 4 of 4 Management Plan Attachments: Enclosures: Tank Specs POWTS Application for Review Filter Specs Soil Evaluation Report & Site Map Tax Statement ***14 PAGES TOTAL*** (with sanitary application) Project Name / Description ASHEI Owner Name(s): Owner Address: ROY A. ASHER LE & PATRICK & SHARON ASHER 1226 BUELL COURT, JOLIET, IL Phone: Zip: 60435 Project Address: 11890 OLD MILL ROAD, CABLE Govt . Lot: NA NE 1/4 of NE 1/4, Section Section__,T_, T 43 N-R08E 0 or W ✓1 Township: CABLE County: BAYFIELD Project Parcel ID #: Designer Name: 012-115-30-5000 TAX ID: 9909 Designer Information MARY JO HUPPERT Designer Address: hollisterdesign a©outlook.com E-mail: License Number: 25720 FIREFLY LANE, WEBSTER, Wi 1859-007 Phone: 715 - 426 - 1775 Zip: 54893 `4 I N t1 i i tt \ f f tllflfry� Remarks: 6 L;= C i .!. AUG 0 5 2025 � n • Bayriel:i Co. i '•• .-1 t /,rr����fj%'3litfttttlilt�����y`\\ fDate: 07-1.5, 2025 Signature: - inu % tura required on a submiittGd COPY. Plot Plan PRo�ar'r ovvroER: Rev A Aiiw tE4 4-ttuc s4 A*t L DescX, nr Y. 2.4s P ia ,N'fliE 1'IY' ors tF yuts(ni nt2 t 15 3A- b00 /W La.' U"!0 OW/M1'4o 1' Site location: 3 ofq r• 1= 4O FT. (oweptwh a nod) [] -- = backhoe D•q4 -M 1k RECVED AUG 052025 8a,-e!J Co. Pammn j 7 r,C gLkD V - _____ IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) t= C, 0 uu Na 0 Na �)IIL�I�i • • iill�ll� min. 12" (typical) Septic Tank(s) Manufacturer: INFILTRATOR Septic Tank(s) Volume(s): 1060 gal gal gal gal Effluent Filter Manufacturer: ORENCO Effluent Filter Model #: 12" min. trench ry all TYPICAL TRENCH CROSS SECTION VIEW 3ic (typical) ... .. (No Scale) System Elevation = 95.00 ft (typical) Quick4 Standard -W w/ End Cap (Show location of inlet / outlet pipe connection on plan view.) „ r�l .el3;r}^� II �Zifl'S-0II rg's�rS%1., B= 46 ft Provide minimum 3 ft separation between trenches. ObservatIon Pipe (typical) Install per manufacturers / Instructions. TYPICAL TRENCH PLAN VIEW (No Scale) IA=3.0ft (typical) (typical) 300 GPD /0.7 LR = 428.58 FT. 2 Quick4 Standard -W Chamber INSTALL PER TRENCH: 428.58120 EISA = 21.43 UNITS (typical) OR 22 UNITS X 4 FT. = 88 FT. (mfd by Infiltrator Systems, Inc.) 11 220 2 (2) 3 FT. X 44 FT. TRENCHESInstall pursuant to manufacturers instructions. Quick4 Std -W @ 20 ft EISA/chamber = ft Pairs of end caps @6 ft2 EISA/pair = 6 ft2 = Proposed EISA per trench = 226 ft2 Required Infiltration Area = 428.58 ft2 x 2 trenches = Proposed Total EISA = 452.01 ft2 Distribution Method: branched manifold D G) m W O ROY A. ASHER & PATRICK & SHARON ASHER 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; BODS S 220 mgL''; TSS S 150 mgL 1; FOGS 30 mgL-1 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 tanks) 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 filters) 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: Local government unit: DENNIS RASMUSSEN BAYFIELD COUNTY ZONING Local government unit address: WASHBURN, WI Phone: 715-580-0254 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 components berVE abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. AUG 052025 System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. IM -1060 tanks Features & Benefits The Infiltrator IM -1 060 is a lightweight strong and durable septic tank. This watertight tank design is offered with Infiltrator's line of custom -fit risers and heavy-duty lids. Infiltrator injection molded tanks provide a revolutionary improvement in plastic septic tank design, offering long-term exceptional strength and watertightness. Inlet Side TANK CUTAWAY ral ads • Strong injection molded polypropylene construction • Lightweight plastic construction and inboard lifting lugs allow for easy delivery and handling • Integral heavy-duty green lids that interconnect with 1WTM risers and pipe riser solutions • Structurally reinforced access ports eliminate distortion during installation and pump -outs • Reinforced structural ribbing and fiberglass bulkheads offer additional strength • Can be installed with 6" to 48" of cover • Can be pumped dry during pump -outs • Suitable for use as a septic tank, pump tank, or rainwater (non -potable) tank • No special installation, backfill or water filling procedures are required HEAVY DUTY LID CUTAWAY Reinforced 24" structural access port huG 052025 MID -SEAM CUTAWAY Ba.yFe;d co. Reinforced water tight mid -seam , nrdn; and Zoning Agency gasketed connection INFILTRATOR' Protecting the Environment with Innovative Wastewater Treatment Solutions IM -1060 6aneral Specifications and illustrations a6 R iCAIJ ,__N1Ola1 / ITY%Ull The IM -1060 is an injection molded two piece mid -seam plastic tank. The IM -1060 injection molded plastic design allows for a mid -seam joint that has precise dimensions for accepting an engineered EPDM gasket. Infiltrator's gasket design utilizes technology from the water industry to deliver proven means of maintaining a watertight seal. The two-piece design is permanently fastened using a series of non -corrosive plastic alignment dowels and locking seam clips. The IM -1060 is assembled and sold through a network of certified Infiltrator distributors. Must be backfilled and installed in accordanos with Infiltrator Water Technologies, Infiltrator IM -Series Septic Tank General Installation Instructions and for shallow ground water conditions reference the Infiltrator IM - Series Tank Buoyancy Control Guidance. Please visit www.infiltratorwater.com/images/pdf/ ManualsGuides/TANK01.pdf for the latest information. Working Capacity 1094 gal (4141 L) Total Capacity 1287 gal (4872 L) Airspace 16.5% Length 127" (3226 mm) Width 62.2"(1580 mm) Length-b-Wiidth Ratio _-- 2.3 to I Height -_-- 54.7" (1389 mm) Liquid Level 44" (1118 mm) Invert Drop 3" (76 mm) Fiberglass Supports 2 __---- Compartments 1 or 2 Maximum Burial Depth 48" (1219 mm) Minimum Burial Depth 6" (152 mm) Maximum Pipe Diameter 6" (152 mm) Weight 320 lbs (145 k9) INFILTRATOR 4 &ramx Park Rood P.O. Box 768 Old Saybrook CT 06475 860-577-700D • Fax 860.577-7001 1-E00-221-4436 wwrLln lhrtc awatredm SLAMCLP (t1TKAU 1a11G R Ityox-_ 1),a17)M':. FYIFWOg LFNGTN TOP VIEW END VIEW 00 62.2 1�6e0� wom 0411021 0246104Mess or$WCSwilt WCXR4GLOS 2) r INCOHMS \ r r— O4Ilexl PVCgi -103x6617kLi80APD HETTfE / M6(xIRETTFE 16SW — -t- 30 1 — }- - 1161t ,,,. COOE lilt) IaLPGLASS „IENRASS- La — StAF(xll STN 11Mx'Ali IA A4 j W1I wnuMWl*Ksu[ a01M[n SIDE VIEW 5 2025 AUG052025 CONONUOkff c f J ;'.' TANK30P - GAfl!ininU arC ?u;:.;; :.:: Y HilLF TANK INTERIOR SEAM CLIP ALIGNMENT DOWEL TANK BOTTOM HALF MID -HEIGHT SEAM SECTION U.S. Patents:4.759.661:5,017,011:5,156,466, 5.336.017:5,401,116:5,401,459:5,511,9p3:5.716,IR 5,568.776:5.639,874 CeaaOian PUs t5. 1.329.X.59: 2,004.564 ONa ptBIIS Pelxfrlg. k*1ra81r. EaISzer. QicM. and wdoVhdar we ragi creel bademadw of NFkralor Water T6cMwb9r+inG4aM'sa reaYerW badanark in France.Irrab•Nr Water Tecleiabgea Ma reOMered tmdemak m Meta. Contour. MicrdlsucWx} PdyTux. Ctemba'pecw. MJpPat PowLOCi OudtCu1, Qaddjp, SnpUxk Sc Std?Mt.od've trademarks M M4traeJr Water TeNedogera Pnlyl.n4 is a bademwk o, PolyLok. Inc. TUF-TITE is a registered oadwnak MTUF-TITE INC. LIM.-Ilm is a Iratlem>k M IPEX Inc. 02016 ktllbala Weter Taclenlajiea LLC. Al ,i9r't rea mod. Prket in U.sa I,o1 t 1c 4 -in. (100 -mm) Biotube® Effluent Filters Biotube® fitter cartridge Extendable tee handle Orenco® 4 -inch Biotube® Effluent Filters are designed to remove sol- Vented top plate, ids from effluent leaving residential septic tanks. They can be used in standard new and existing tanks at flows of up to 1200 gpd. Applications General Orenco 4 -inch Biotube Effluent Fitters (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. i Flow modulation plate (optional) Vault Biotube filter vault ♦ Inlet holes Standard Models FfS0444-36,FfS0444-36M,FTW0436-28,FTW0436-28M FTW0444-36,FTW0444-36M Product Code Diagram FTOD04❑-❑-❑ 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), standard 36 = 36 (914), standard Rlter housing height in. (mm): 36 = 36 (914), standard 44 = 44 (1118), standa d 4 -In. (100 -mm) filter diameter "-"' - ' Outlet =�' 5 2025 = otsType 3034 outlet tee AUG 0 S = fits Schedule 40 outlet lee Filter mesh option: BayfietJ Co. Blank = 14 -In. (3-mm)fdter mesh Planning and ZocinU ^,cency P = tie-in. (1.6 -mm) fitter mesh Biotube• effluent filter Materials of Construction Vault PVC Biotube® cartridge Polypropylene and polyethylene Handle components PVC, polyethylene, stainless steel Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com RTD-FT-FTS-1 Rev. 3.0, @05/18 Page 1 012 O renco SYSTEMS k - DH H n optional flow modulation plate) orifice (on optional flow modulation plate) Specifications Model FTSO444-36,FTWO444-36 FTSO436-28,FTW0436-28 A - Vault height, in. (mm) 44.00 (1118) 36.00 (914) B - Cartridge height, in. (mm) 36.00 (915) 28.00 (710) C - Inlet hole height,* in. (mm) 21.25 (540) 19.25 (489) D - Nominal diameter, In. (mm) 4.00 (100) 4.00 (100) Nnmher nf 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) Fitter surface area,t ftz (m2) 5.1 (0.50) 3.9 (0.40) Flow area," ftz (ml 1.5 (0.15) 1.2 (0.12) Nurnhar nf dischnma nrifices Discharge orifice diameter, in. (mm) 0.50 (12.7) Number of air vents 1 Air vent diameter, in. (mm) 0.50 (13) Inlet hole height can vary depending on the configuration of the tank. Optimum hole height is 70% of the minimum liquid level. " . _ 1 fiilterara is defined as the total surface area of all individual Biombee within the filter cartridge. '- area is defined as the total open area (or area of the mesh openings) of all the individual Biotubes within the filter cartridge. AUG 052025 I f�9i Cn RN-FT-FTS-1 Orenco Systems® Inc.. 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 5�1 - 9'r f�oie�i(C�com Rev. 3.0,®05118 Paget of2 Tracy Pooler From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Thursday, August 14, 2025 1:04 PM To: Tracy Pooler Subject: Asher soil test /11890 old mill road i. o septic they ust drilled the well. Please change replacement to new! Thank you 1 (mil SS"" - 00559 Sewage System Maintenance Agreement T , /► Owner(s) Mailing Address , 2Z� RLxtl C+,* idoldf . Site Address Tax ID# DOCUMENT NUMBER 2025R-607636 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFiELD COUNTY. WI r_ RECORDED t&' -R4 05/28/2025 AT 12:35 PM RECORDING FEE: $30.00 PAGES: 2 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) 114 of 1/4 Section __Township *IN. Rangebd W. 3 Additional Legal Description: 5c� T ?4 sa 4 s L Town of c (Acreage)I.JV Gov't Lot Lot Block Subdivision Lot CSM # Vol. Page CSM Doc # Recording Area Return To: Planning and Zoning Department In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distiibgtli Gewag�i It a'i: ❑ Mound ❑ At -grade Sewage System ❑ Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (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 prod'' ed 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 -around Pressure System Laterals.(systgm 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 al! 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 bylaw. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. e Print Owner(s) Name(s) — Plea�� SAe Subscribed and sworn to before me on this date: c Ls _'i --- Notarized Owners) — Sig ture( /\L, Notary Public • �� 7 My Commission Expires: £giIALSL' Drafted by: Date: MARIA BRICENO Notary Public, State Of Iilinol5 Proofed by: My nmmpires 03/01/2027 orms/sanitary/septicmaintenceagreement f,�fwiiQ� N�• Revised July 2020 Drafted By: Pat Asher Legal Description That pact of the Northeast Quarter of the Northeast Quarter (NEt of NE) of Section 35, Township 43 North# Range $ Waste more partioulerly deeor3bed- as follows: Commencing at a point which is 563 feet Bast and' 26gf'ot''�.''�tst . South of the ;northwest corner of said forty, thence Easterly and parallel t;itia the North line of said forty a distance of 200 feet to the point .of begtuing for lands heroin conveyed; thence at right angles Southerly end parallel with the West line of said forty a distance of 235 feet; thence at right angles Easterly and parallel with the North line of said forty.' a distance o:t 11O feet; thence at right angles Northerly and parallel with the 'r.'cst line of said forty a distance of 235 feet; thence at right angles Westerly and parallel wltli the North line of said forty a distance of 150 feet to the point of boginriu ;. ALSO a strip of land 30 feet in width in said forty described as ±ollowst Commoncing nt a point which is 363 feet East and 235 feet South ofthe Northwest corner of said forty; thence running East parallel with the North line of said forty a distance of 550 feet; thence South parallel with the west line of said i:orl.y a lietLulefl of 30 feet; thence running Wool: parallel. ' With the north 31ue of said forty a di ntauco of 550 fccs t; thence running Narita parallel with the West line of said forty a distance of 30 teat to the point of beginning; i'XCk1'T that part of said strip previdudly.'s3old to Marvin Thompson and Vernic a `I10'.upson, his wife, described as, follows: Coumiencing at a point which is 53 foot Bast, and 235 feet .South 4 . the ,11W corner of said forty; thence Easterly and parallel with the Nt rih 'line or said fort) a distance of 200 feet; thence at right angles Southerly, cud, parallel w•itI, the West l:lne of said forty a distanoo of 30 feet;.thenceat right ane].os Westerly and parallel with the North line of said.•foty _a distance r.+f 200 feet; thence at right angles Northerly and parallel with tho tgeel lint: of said forty a distance of a0' feet to the point cif beginning, =• - '';:; , VYrsconsin Department of Safety & Professional Services ' t7O3LO 5p - Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point(BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. sage 1 of SGol TEST County Parcel I.D. _ 5000 ,� Date for secondpurposes Pnv Law, s.15.04(1)(m))- 2)T Personal information you provide may be used secondary ( acy Property Owner % Property Location ❑ Rfti. !tE ?mt Sr -'let AEE y< N6 Y. S.35 T X13 N R 't=ter? W Property Owner's Mailing Address Site Address or CSM and Lot #: I (8')O o A'tiLL RID Loo a YZa3 v'.uo City, State, Zip Phone Number 0 City 0 Village 'I Town Nearest Road 30 ' IL OL 39 ( ) L dw M IlL BAND ❑ New Constrwt1On Use$l Residential/ Numberof bedrooms Z- Code derived designflow rate a0 GPD Replacement ❑ Public or camrn rdal — Describe. Flood Plan elevation if applicable ft. Parent material �! Fl 1hQ ;r. �" y S+ General comments and recommendations: Cd)V Wf'- L4 '' 7 "Lz) x 'fiC6 ( 5► Boring Boring Pit Ground surface elev. 4.I ft. Depth to limiting factor '5 in. ! elev. QI OM ft. Soil Application Rate Horizon Depth In. Dominant Color Mansell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDJFt2 •Eff#1 *Eff#2 1 _l0 7.sY 2r5 : -• sl s C5 3i t /6 5w 2fCO O•L 1.0 zt 5 1.5 3 d -' 0' L. fl AUG0 2025 ❑ Ground surface elev. ft. Depth to limitinggfaor in. / efev91• it. Planning and Lorfrr_o rrg�i Soil Application Rate Horizon Depth In. Dominant Color Mansell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 O. 7.5x.5 L — s sbK d s s uJ o. b Flo 3 z.141 6Y1 15 ct - tM 8.7 1.1. 25�30 rD CST Name (Please Print) signatwe14 CST Number MARY JO HUPPERT (Hollister's Soil Testing & De ' n) - Ali t f 48900002 -SP Address Date Evaluati n- onducted Telephone Number 25720 Firefly Lane. Webster, WI 64893 g5 1 DIv''J, . 2 1 715..42R-1775 c• For t *1 = AM a 30 s 220 mn/L and TSS > 30 5 150 mq/L ` Efllucnt #2 = BOD, s 30 mg1L and TSS s 30 mg/L LE t ?iwes4SWJ111 pig Boring Pit Ground surface eiev. l •aft. page_I,... of ± Depth to limiting factor_!. / eiev. L 7 ft. rr.174. Horizon Depth In. Dominant Color Redox Description Munsell Qu. Az. Cont Color ____ 75YR4 y - Texture si sI Structure Gr. Sz. Sh. _wc 1 a&( Consistence Boundary sf as Roots Soil Application Rate GPD/Ft3 `Eff#1 Eff#2 O4_O D4 tD Boring # ❑ Boring pit Ground surface env. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Horizon Depth In. •Eff#1 •Eff#2 O Boring a Pit Ground surface may._ _ R Depth to Limiting factor � . / e)ev.___. R. Soil Application Rate • Effluent #1 = BOD > 30 S 220 mgiL and TSS > 30 5150 mglL • Efftuent #2 = BOD, 30 mgIL and TSS 30 mg1L w.k Auo 0 5 ZOZ5 rzt, Co- p nnin bar d Zcn►ina PROPERLYLe - Plot Plan IPiFa1�ov A. L&. 4 47+¢tt+CA* IJ-I VT v vr• L1 t6LLNT'1 sip Site location: I - ___ -.dk. o`v Mau=P�r►� 1k AUG 0.5 2025 $ayflelri Co. Planning and Zoring AgercY fl. n.,'\ �aoz co snv Bayfield County, WI 1:500 0/23/2025. 10:53:54 AM Meander Lines iJ Municipal Boundary New Approximate Parcel Boundary Driveways Building Footprint 2009-2015 LEJ Section Lines Buildings Existing 0 0.01 0.01 0 02 mi 0 0.01 0.01 0.03 km saymn Oayleld Cn,.nIYLwd Recordr Real Estate Bayfield County Property Usting Property Stag: Current Today's Date: 6/23/2025 Created On: 3/15/20061:15:08 PM Description Updated: 12/17/2013 Ownership Updated: 12/17/2013 Tax ID: 9909 ROY A ASHER LE JOLIET IL PIN: 04-012-2-43-08-35-101-000-06000 PATRICK & SHARON ASHER JOLIET IL Legacy PIN: 012115305000 Map ID: Billie ` in Mt nldpality: (012) TOWN OF CABLE ASHER, ROY A L.E & ASHER, ASHEN, ROY A LE & ASHER, STR: S35 T43N R08W PATRICK & SHARON PATRICK & SHARON Description: PAR IN NE NE IN V.293 P.410 1099AA 1226 BUELL CT JOLIET IL 60435 1226 BUS' CT JOLIET 11 60435 (ROY A ASHER LIFE ESTATE) Recorded Acres: 0.810 • Calculated Acres: 0.994 Site Address * indicates _ . Private Road _. _ _... Lottery Claims: 0 .. 11890 OLD MILL RD CLE AB822# First Dollar: Yes Zoning: (R-2) Residential -2 a � Agent : 617 2020 FSN: 108 2025 Assessment Debt Tax D Updated: 3/15/2006 .._........-....2..___.. Code Gi-RESIDENTIAL Acres Land Imp. 0.810 4,100 16,400 1 STATE 04 COUNTY 2 -Year Comparison 2024 2025 Change 012 TOWN OF CABLE Land: 4,100 4,100 0.0% 041491 SCHLDRUMMOND Imo: 16,400 16,400 0.0% 001700 TECHNICAL COLLEGE Tel: 20,500 20,500 0.0% a! Recorded Doatmertts Updated: 3/15/2006 CONVERSION ' Property History Date Recorded: 293-410 _......... _......, N/A AUG 0 5 Z025 Bayneld co. planning and Z��c,,r,gcn V 0D S jFrI Department of Safety County BAYFIELD p & Professional Services, spa Sanitary Permit Number (to be filled in by Co.) Industry Services Division as- ions _, •Transaction Sanitary Permit Application Stan eNAnmber 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 arc 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(l)(m), Stats. 11890 OLD MILL ROAD L Application Information — Please Print Ali Information ' Property Owner's Name Parcel # 012- 115-30- 5000 ROY A. ASHER LE & PATRICK & SHARON ASHER f9O' Property Owner's Mailing Address 1226 BUELL COURT Govt. is__NA 35 City, State I Zip Code Phone Number JOLIET, IL 60435 Sts- p ^ ,yt— / V NE '/.. Section Lot T 43 N R 0 8 X IL Type of Building (check all that apply) # Subdivision Name 1 I or 2 Family Dwelling - Number ofBedrooms 2 NA NA Block # Public/Commercial - Describe Use NA O City of ❑ State Owned - Describe Use ❑ Village of CSM Number V293, P410 1L CABLE 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 i a lice l�w System Replacement Other Modification m Existing System Additional Pretreatment Unit (explain) System (explain) Holding Tank 11 Xln-Ground ❑ At -Grade I ❑ Mound Individual Site Design ❑ Other Type (explain) (conventional) C. ❑ Renewal Before [I Revision ❑ Change of Plumber ❑ Transfer to New Owner .at Previous Permit Number and Date Issued Expiration NK IV. Dispersal)Trestmeat Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (at) I Dispersal Area Proposed (sf) I System Elevation 428.58 452 95.00 FT. 300 0.7 Capacityin Total #of Manufacturer Tank Information Gallons Gallons Units .o 2 w U 9 Y New Tanks I Existing Tanks 9U y., 65 wo Septic or Holding Tank 75U 50 1 WIESER X V. Responsibility Statement- I, the undersigned, assume responsibility f94stnllntion of the POWTS shown on the attached plans. Plumber's Name (Print) PlumSignature MP/MPRS Number Business Phone Number DENNIS N 221516-P 715-580-0254 Plumber's Address (Sheet, City, State, Zip Code) 42625 KAVANAUGH ROAD, CABLE, WI 54821 VI ounty/Department Use Only Approved ❑ Disapproved Permit Fee Date Issued Issuin A Si ❑ Owner Given Reason for Denial iTho Conditions of Approval/Reasons for Disapproval ,A -c< cc±cL ! / d - RECEIVED AUG 05 2025 B Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 r 11 inch 9 and Zoning Agency SBD-6398 (R- 03/22) '° tM nnsin rl ment of Safety & Professional Services MLO ; , Division of Indus" Services SOIL EVALUATION REPORT In accordance with SPS 385, Wfis. Adm. Code County Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include. but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04(1)(m)). Property Owner % � t Property Location Property Owner's Mailing Address City, State, Zip�trpT. IL .OL4 5 S� P,AI4 Gevt-�ret FJE Y. N6 'A. s 35 Site Address or CSM and Lot age 1 of t SOt! TEST Date /9z,7,3 T 4j N R D5 .&Ear) W 118$0 D Mtti FiP fl LoT e. YZa3 ltd Phone Number 0 City 0 Village 'I Town Nearest Road ( t�E 1OLD MIL RopD [] New Construction Use. Residential/ Numberof bedrooms Z- Code derived designflow rate GPD Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material :Z 't/(t1y6L— General comments and recommendations: caa jfw(T'L W- o b D.7 —Cz) x y ' � fl6tk s— 5► a0 Pit Ground surface elev. 4.I5 ft. Depth to limiting factor 4$ in. / elev. 7_09 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 0-10 7.sY Z.5: — Ii 24msbK 45 Cs 3i aG Lb aq i.sv('f-- Sl uj zeo G •` 1.5 ' d -� RF 6.7 L fl Ii Boring # ❑ Boring gpit Ground surface elev. (18.1 ft. AUG 0 2025 Depth to limiting factor�� in. / elev.9t . 65 ft. Ba'S f gf+' A pmn'ng aria : c,i E ,,yam, Sod 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 )4 7.5V� z z. — si d s cs j4f o. k l0 z Z1 7.5 y Ry s 1 abK m) D.6 1.0 2.1 ? 6 YI -' is d --' (Li /4 CST Name (Please Print) Signatu,e14 CST Number MARY JO HUPPERT (Hoitistees Soil Testing & De 'gn) I 048900002 -SP Address Date Evaluat' r uucted Telephone Number 25720 Firefly Lane, Webster, Wl 54893 010" a Z:55 I 715-42S-1775 -S" Effluent #1 = BOD > 30 s 220 mg!L and TSS > 30 s 150 mg/L • Effluent #2 - BOD, s 30 mg1L and TSS a 30 mg/L SBD-8330 (R03/22) foy A. Ax LE ? m,es 4 5a,*w HE Boing # �Borwg 1Pit Ground surface eiev.gtf51f. Page t..±i_ Depth to limiting factor.! eiev. l.7 ft. x7.174. Horizon Depth In. -� 8 2b4' Dominant Color Redox Description Munsell Qu. Az. Cont. Color _____ z. x --, 7.5YK7 y — 7.-SYR Texture sI sl 1,3 Structure Gr. Sz. Sh. _ ( Consistence Boundary As es Ls d I -- Roots ea =� Soil Application Rate GPD1Ft2 *Eff t *Eff#2 o. D4 •, 1.0 1.0 r. s Boring # o Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I Snil Anntk atien Rate Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 Horizon *Eff#R1 *Efff2 Li - 0 Boring ❑ Pit Ground surface elev._ ft. Depth to limiting factor in. I elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsef Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = B0D > 30:s 220 mgll and TSS > 30 s 180 mg1L * Effluent #2 = BOD, s 30 mg1L and TSS s 30mg/L AUG 0 5 2025 f piann,n;3 Plot Plan PROPERTY owNER: nov A AsL 4 tgc1cfs�taaa� AR tegI V. 293 E N o�T � De�pfwn- p 2,S0D0T t D Site location: qi. 60 4 (rJO 5flCr X63 1 q8•� Aoorrto,4 1 D OoM i PiVP NM A*U. Pale3 of 1'= 40 FT. - Hotbed) =pit o,4 ,4cR3 PUG 05 Z025 saI Co. P:a.nniny ar.d ?ur.ing AgercY Oi4 ^ILL. Pi -P IT. n"-' o Fzoa s o nnv Bayfield County, WI C 6/2312025 10:53:54 AM 1:500 Meander Lines 0 Municipal Boundary New 0 0.01 0.01 0.02 mi Approximate Parcel Boundary Driveways 0 0.01 0.01 0.03 km Building Footprint 2009-2015 [� Section Lines Buildings Existing Buybld Canly L'd B.rmm Dror Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 6/23/2025 Created On: 3/15/20061:15:08 PM Description Updated: 12/17/2013 Ownership Updated: 12/17/2013 Tax ID: 9909 ROY A ASHER LE JOLIET IL PIN: 04-012-2-43-08-35-101-000-06000 PATRICK & SHARON ASHER ]OCTET IL Legacy PIN: 012115305000 Map ID: Bit Addrss. Malilno Address: Municipality: (012) TOWN OF CABLE ASHER, ROY A LE 8& ASHER, ASHER, ROY ALE & ASHER, STR: S35 T43N R08W PATRICK & SHARON PATRICK & SHARON Description: PAR IN NE NE IN V.293 P.410 1099AA 1226 BUELL CT 1226 BUELL CT (ROY A ASHER LIFE ESTATE) JOLIET IL 60435 ZOLIET 1160435 Recorded Acres: 0.810 Calculated Acres: 0.994 Site Address * indicates Private Road Lottery Claims: 0 11890 OLD MILL RD CABLE First Dollar. Yes Zoning: (R-2) Residential -2 2020 ESN: 108 -- 2025 Aesessment Debit I Tax Districts Updated: 3/15/2006 Code Acres Land Imp. _ - __- Gi-RESIDENTIAL 0.810 4,100 16,400 1 STATE 04 COUNTY 2 -Year Comparison 2024 2025 Change 012 TOWN OF CABLE Land: 4,100 4,100 0.0% 041491 SCHL-DRUMMOND Improved: 16,400 16,400 0.0% 001700 TECHNICAL COLLEGE Tit: 20,500 20,500 0.0% • Recorded Documents Updated: 3/15/2006 © CONVERSION Property History Date Recorded: 293-410 N/A Li AUG 0 52025 Beld Co. PIanninU a: d ;();n;,:9 f,gcnCy PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross -Section & Plan View Pg 4 of 4 Management Plan Attachments: Enclosures: Tank Specs POWTS Application for Review Filter Specs Soil Evaluation Report & Site Map Tax Statement ***14 PAGES TOTAL"** (with sanitary application) Project Name / Description ASHER Owner Name(s): ROY A. ASHER LE & PATRICK & SHARON ASHER Owner Address: 1226 BUELL COURT, JOLIET, IL Project Address: Govt. Lot: NA 11890 OLD MILL ROAD, CABLE NE 1/4 of NE Township: GABLE Project Parcel ID #: 012-115-30-5000 Phone: Zip: 60435 1/4, Section 35 T 43 N -R 08 E U or W U County: BAYFIELD TAX ID: 9909 Designer Information Designer Name: MARY JO HUPPERT Designer Address: 25720 FIREFLY LANE, WEBSTER, WI E-mail: hollisterdesign@outlook.com License Number: 1859-007 Remarks: Phone: 715 - 426 - 1775 AUG 052025 hayfield Co. Planning and Zoning Agency Zip: 54893 HI l..r A Signature: {' �aL�_-�` �iZ�r�'G Date: 0 inal ci tura raqui�rod one submitted coDy. 07-15, Plot Plan PROPERTY OWNER Roy A. sn 1Tcck( t Sbb\PM Atei Le1 12. -ti 530- (S 0<-". PPvPt I NtW tatu Site location: t D.' 9'909 I18W 0LDMI«-RA4D Page 3 of'j 1"= 4O FT. {e=eptwhere robed) o = badchoe pit 0.40 ,4e1$5 RECE)l'ED AUG 052025 Bayfleid Co, Planning an Z ; irg Agency L DI.D MILL RW PP IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) min, 12" (typical) Septic Tank(s) Manufacturer: INFILTRATOR Septic Tank(s) Volume(s): 1060 gal gal gal gal Effluent Filter Manufacturer: ORENCO Effluent Filter Model #: 12° min. trench depth (typlcal) TYPICAL TRENCH G CROSS SECTION VIEW (typical) (No Scale) System Elevation = 95.00 ft (typical) Quick4 Standard -W w/ End Cap (Show location of inlet / outlet pipe connection on plan view.) ....,, I:: A29.C?II § U 1.. Vii:'. A 4d11y B= 46 ft INSTALL PER TRENCH: 11 Quick4 Std -W @ 20 ff EISA/chamber = + 1 Pairs of end caps @6 ft EISA/pair = Provide minimum 3 ft separation between trenches. Observation Pipe (typical) Install per manufacturers / Instructions. IA=3.0ft (typical) TYPICAL TRENCH PLAN VIEW (No Scale) (typical) 300 GPO / 0.7 LR = 428.58 FT. 2 Quick4 Standard -W Chamber 428.58 / 20 EISA = 21.43 UNITS (typical) OR 22 UNITS X 4 FT. = 88 FT. (mfd by Infiltrator Systems, Inc.) 220 ft2 (2) 3 FT. X 44 FT. TRENCHES Install pursuant to manufacturers Instructions. 6 ftz = Proposed EISA per trench = 226 ft' Required Infiltration Area = 428.58 ft2 x 2 trenches = Proposed Total EISA = 452.01 ft2 Distribution Method: branched manifold D G) It CA) 0 ROY A. ASHER & PATRICK & SHARON ASHER 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 5 220 mgL"'; TSS 5150 mgL-'; FOG 5 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: Local government unit: DENNIS RASMUSSEN BAYFIELD COUNTY ZONING Local government unit address: WASHBURN, WI Phone: 715-580-0254 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'maybe,;Ht abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. AUG 052025 System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. UINFILTRATORIM-1060 tanks Features & Benefits The Infiltrator IM -1 060 is a lightweight strong and durable septic tank. This watertight tank design is offered with Infiltrator's line of custom -fit risers and heavy-duty lids. Infiltrator injection molded tanks provide a revolutionary improvement in plastic septic tank design, offering long-term exceptional strength and watertightness. Inlet Side TANK CUTAWAY lnfittrator rn Riser System - Partition baffle wall 0 r . Structural bulkheads • Strong injection molded polypropylene construction • Lightweight plastic construction and inboard lifting lugs allow for easy delivery and handling • Integral heavy-duty green lids that interconnect with TWTM risers and pipe riser solutions • Structurally reinforced access ports eliminate distortion during installation and pump -outs • Reinforced structural ribbing and fiberglass bulkheads offer additional strength • Can be installed with 6" to 48" of cover • Can be pumped dry during pump -outs • Suitable for use as a septic tank, pump tank, or rainwater (non -potable) tank • No special installation, backfill or water filling procedures are required HEAVY DUTY LID CUTAWAY Reinforced 24" structural access port F -E. 'WED AUG 052025 MID -SEAM CUTAWAY Bayfield Co. Reinforced water tight mid -seam Planninu and Zoning Agency gasketed connection INFILTRATOR' Protecting the Environment with Innovative Wastewater Treatment Solutions IM -1060 General Specifications and Illustrations The IM -1060 is an injection molded two piece mid -seam plastic tank. The IM -1060 injection molded plastic design allows for a mid -seam joint that has precise dimensions for accepting an engineered EPDM gasket. Infiltrator's gasket design utilizes technology from the water industry to deliver proven means of maintaining a watertight seal. The two-piece design is permanently fastened using a series of non -corrosive plastic alignment dowels and locking seam clips. The IM -1060 is assembled and sold through a network of certified Infiltrator distributors. Must be backfilled and installed in accordar*Oo with Infiltrator Water Technologies, Infiltrator IM -Series Septic Tank General Installation Instructions and for shallow ground water conditions reference the Infiltrator IM - Series Tank Buoyancy Control Guidance. Please visit www.infiltratorwater.com/images/pdf/ ManualsGuides/TANKO1.pdf for the latest information. Working Capacity 1094 gal (4141 L) Total Capacity 1287 gal (4872 L) Airspace 16.5% Length 127" (3226 mm) Width 62.2" (1580 mm) Length -to -Width Ratio 2.3 to 1 — Height 54.7 (1389 mm) Liquid Level Invert Drop 44" (1118 mm) 3" (76 mm) Fberglass Supports 2 --- Compartments I or2 Maximum Burial Depth 48" (1219 mm) Minimum Burial Depth 6" (152 "NW Maximum Pipe Diameter 6" (152 mm) Weight 320 Ibs (145 kg) y d'4 r INFILTRATOR' 4 ®elam Pak Rase P.O. eo. 768 Old Sayl"ook. CT 06175 966577-7000 • Fox 860-577-7001 1 -100 -fl- 413 8 war.Infltraleraart47.ddm R 1 Il � -� 'lt. • i' i I 1 .�� 224' IL. 0411021 Put OR MS "flu TOP VIEW flu ILLI IH ING SIR 7 - IyXU 02416/01 Mil5S EIa1C5WITH IDOWG LOS Ill i0 °FA 1/61 IMNf�AK� ygyryll 11WYM1 TANKWP NMIF TANK INTERIOR 1021AOI ra®WID OD oof 440 111161 ,m+wss 1p1O — SUPNai h (IY01(KI MII WILL WN2 w10m lOUMID 0411021 Put OR Ms oullET7Ff RECEIVED SIDE VIEW AUG 0 5 Z025 CONTiNuOlayfield Co. GApltiining and Zoning Agency SEAM CLIP ALIGNMENT U DOWELTANK BOTTOM HALF 11.1 f U.S, Patad5. 4.759661.5.017.041.5.156.498,5.336.017.5.401 116; 5.401459. 5.511.903.5.716.1636,588.778.5.839.946 Cora" PIt181t5 1.029.959: 2.000.561 OW I>l,nl5 r1P1x11d. NM1arlirlr Etaal¢x. OlcM, rd 6ideWrido re ngataad eedernats of htlor Wabr Techioloq .Intt't a rsalWisd bedrI, 4 Frarcs. YIYbeOor WSs Teclecbpr is a vMbored F:ganak in Meeco. Caddis. Mnd.Mxv. Pa1yTu8. CIVMaspse. MabPat PoaLoac Q CC44. Q.06%, n.V s aid smgKu* we eedaiiaas tl Hares Wei Tevaidog>: Pnfyb* is a vadeinak of PNyLn*. M. TUF-TRE S a re{ staa1 nada1Iwt of TUF-TTTE MC. t*ir WD e a Iradara4 S IPFX Inc 9 2016 HMbeax Wder la.'IvxixJea. LLC. N r[21a> ,raved. PmIM .,USA IMo: 1116 ontact Infiltrator Water Technologies' Technical Services Department for assistance at 1-80C • 4 -in. (100 -mm) Biotube® Effluent Filters Biotube filter cartridge Biotube filter vault 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 fife. The Biotube cartridge fits tightly in the vault and is removable for maintenance. The tee handle can be extended for easy removal of the cartridge. Standard Models FTS0444-36,FTS0444-36M,FTW0436-28,FTW0436-28M FTW0444-36,FTW0444-36M Product Code Diagram FT[I[104❑-❑-❑ T T T T T T Tow modulator and float sw lch bracket options Blank = no options selected Flow modulation M = flow modulation plate installed plate (optionap A = Boat Mtch bracket installed Cartridge height, In. (mm): 28 = 28 V11), standard 36 = 36(914), standard Filter housing height, in. (mm): Vault 36 = 36 (914), standard 44 = 44 (1118), standard ICGt\ ED 4-in.(100-mm) titer diameter Inlet holes Outlet � tee: AUG 0 5 2025 W = Type 30e4 outlet lee S = his Schedtle 40 ou8e1 tee Fier mesh option: Bayfield Co. Blank = ½-In. (3 -mm) fitter mesh Planning and Zoning Agency P = ¼o -in. 11.6 -mm) titter mesh Biotube' effluent filter Materials of Construction Vault PVC Biotube® cartridge Polypropylene and polyethylene Handle components PVC, polyethylene, stainless steel Orenco Systems- Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PT-Pis-1 Rev. 3.0, ® 05/18 Page 1 of 2 (on optional flow modulation plate) ge orifice (on optional flow modulation plate) 1 k. -DH Specifications Model Ff30444-36, 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) Fitter surface area,t 112 (m2) 5.1 (0.50) 3.9 (0.40) Flow area," 112 (m2) 1.5 (0.15) 1.2 (0.12) Flow Modulation Plate (Optionaq Number of discharge orifices 2 Discharge orifice diameter, in. (mm) 0.50 (12.7) Number of air vents 1 Air vent diameter, In. (mm) 0.50 (13) • Inlet hole height can vary depending on the configuration of the lank Optimum hole height is 70% of Ike minimum liquid level Fj FOerarea Is defined as the total surface area of all individual Blotabes• within the filter cartridge. AV E v Flow area is defined as the total open area (or area of the mesh openings) of all the individual Biotubes within the filter cartridge. AUG 052025 an NTO-FT-FTS-1 Orenco Systems` Inc. , 814 Airway Ave., Suthertin, 0R 97479 USA • 800-348-9843 • 541" r �COm Rev. 3.0, 0 05/18 Page 2 of 2 Tracy Pooler From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Thursday, August 14, 2025 1:04 PM To: Tracy Pooler Subject: Asher soil test /11890 old mill road i. o septic they ust drilled the well. Please change replacement to new! Thank you 55- 0053 Sewage System Maintenance Agreement Ili 1 Tax ID# 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) oo 1/4 of 1/4 Section TT-ownship *N. Rangeb0 W. Additional Legal Description: 5Ec 35 J Ai 4-5 R q o P4* ig IS- ,- , Town of (Acreage) C. S/D Gov't Lot Lot_ Block Subdivision Lot _ CSM # Vol. _ Page _ CSM Doc # In -ground gravity ❑ Mound DOCUMENT NUMBER 2O25R-607636 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 05/28/2025 AT 12:35 PM RECORDING FEE: $30.00 PAGES:2 Return To: Planning and Zoning Department V E I U E ❑ In -ground dosed O In -ground pressure disBftSSe.v7T*gjk is ❑ At -grade Sewage System ❑ Other Area 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. Moun^_s. 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 bylaw. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owners) Name(s) — Plea a Print S flMssI' $tlEt� Subscribed and sworn to before me on this date: "11R.� rL Notarized Owlnev/W Notary Public '^"/ure(s My Commission Expires: Drafted by: Date: MARIA BRICENO Notary Public, State Of Illinois Proofed by: My Commission Expires 03/01/2027 temrnisstenNa•A8A124 ormstsanitary/septcmaintenceagmement Revised July 2020 Drafted By: Pat Asher Legal Description That pct: t of the Northeast Quarter of the Northeast Quarter (NE-i of NEB ) of Section 35, Township 1&3 North, Range 8 hest y more partioularly desorl.bed- as boilows: Commencing at a point which is 563 feet East an6•i365 •�t ., . South of the Northwest corner of said forty, thence Easterly and parallel "'' ':it;: the North 2 line of said forty a distance pf 200 feet to the point of hegtuint{ for lands heroin conveyed; thence at right angles Southerly and parallel with the West line of said forty a distance of 235 feet; th©nee at right angles Easterly and parallel with the North line of said forty.' a distance of 150 feet; thence at right angles Northerly and parallel with the West lire of said forty a distance of 235 feet; thence at right angles Westerly and parallel with the North line of said forty a didtanoe of 150 feet to t:ie point of boginring. ALSO a :n rip of land 30 feet in width in said forty described as 'follows! Cou oncing at a point which is 363 feet East and 235 feet South of"the Northwest corner of said forty; thence running East parallel with the North line of said forty a distance of 550 feet; thence South parallel with the Went i l.ne of said forty a distance of ,',0 font; thence running Wept parallel with the ort1 ]ice or said forty a di ntaisco of 550 fc=ot; thence 7runnlog Nori i+ parallel with the West line of said forty a distance of 30 feet to tbo point, of beginning; EXCEPT that part of said strip previdualy.'laid to Marvin Thompson and Vernico Mom son, his wife, described ad, tollowas . . Commencing at a point which is 583 •toot Last, and 235 feet .South tilt . the .I corner of $;yid forty; thence Easterly and parallel with the Ndr b'line of said fora a distance of 200 feet; thence at right angles Southerly. sud, parallel with the West line of said forty a distance of 30 feetf-•'thenoe' at right angles Westerly and parallel with the North line of safd.•forty .a distance cf 430 feet; thence at right angles Northerly and Parallel with the Weal line of said forty a distance of a0'feet to the point df beginning. ft..�AIFIELD 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: ASHER, PATRICK & SHARON 1226 BUELL CT JOLIET, IL 60435 ASHER LE,ROY A 1226 BUELL CT JOLIET, IL 60435 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00310 Transaction Number: SR -00310-32C42 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 2994 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 8/15/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. I3- YFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: ASHER, PATRICK & SHARON 1226 BUELL CT JOLIET, IL 60435 ASHER LE,ROY A 1226 BUELL CT JOLIET, IL 60435 Description Private Sewage System (Septic Tanks) Submission Number: SS -00558 Transaction Number: SS -00558-32272 Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 2994 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 8/15/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-25-102S STATE SANITARY PERMIT OWNER: ASHER, ROY A LE & ASHER, PATRICK & SHARON GOVT LOT: LOT: BLK: CSM: V293,P41 0 NE1/4 NE1/4 SEC:35,T43N,R8W TOWNSHIP: Cable SOIL TEST: 102-25 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: DENNIS RASMUSSEN TRACY POOLER DATE: 8/15/2025 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: # 221516 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 8/15/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION