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HomeMy WebLinkAbout26-24SRequest for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note fl Time Change fl Discrepancy fl Other Phone Number 4�i, s;< iflJ1c 7es-93 9q/ Plumber: Fax Number Homeowner: pflf �y�/9i17fl�4efl�ctL Email Address Z Immediate Phone Number So Zoning Sanitary / Dept can call you right back (if needed) Permit #: Plumber's Choice Zoning Dept No Inspection(s) during this time Date: Tuesday (9:30 am - 12:15 pm) (Tracy) Time: Plumber's Choice 1w/too Pitt Zoning Dept Township: (J� Address # & Road Name: A ��� ?v&. Pd- — /p� or v�C 7, 7.✓ Directions To Site: Comments: ** Plumbers you must verify any change(s) by fax or email ** Notes from Zoning Dept: u/fonns/sanitary/requestforinspection Zoning Dept (@4/12104); - ® June 2023 74 /"7&,Y PINES NAMAyE.Ns11 LIC 6466 . G',TyW FKt-YY , e4.eie, /1N 55344 Lcr2 Os Grove'tN a1L'i Lo77 S'.S r¢N, P 9W Town/ 6fr 54,evES es/nab ., WT FaE No• i9Z'S /rdx I.D. '—U. btiro- ��r� A VRA /oo'orapoA ?�rAIA14W I ',4O4 r,,,V WA -LL (ca c.e 4T,e J 1W Soi4- 4r (ce.ev 'vai_ /ol,z-5) p So/I. 84b'/'VGt a-Lay. ©a/ _. 99•Sa� ELsV. .62 SYSTEM E'eY 95.00' @V1-4',I(J P Ld 5 - 773 IV 7 ?S ou �►a�, ., Private Onsite Wastewater Treatment SystemsPOWTS). Inspection Report ( ) p p (Attach to Permit) lndu Ger MANY PINES MANAGEMENT LLC Persi 6466 CITY W PKWY irposes [Pxivacy Law, s. 15.040)(m)] Pert EDEN PRAIRIE MN 55344 []City Village Town of: lnsp BM Elev: Tank infnrrnafinn safhRok h - County SanitaryPermit No: State Plan•Transactlon ID#: Parcel Tax No: ^`TYPE I MANUFACTURER I CAPACITY L Pro . Line I W! jBuilding Air Intake Road Se[tic N/A Dosin N/A Aeration N/A [iIding ij • Pump! Siphon Information Pump Manufacturer ump Model Demand Filter Manufacturer Filter Model GPM TDH Lift Friction Loss Head Total Forcemain Length Dia Dist. To Well Dispersal Cell Information DIMENSIONS Width Length # of Cells SETBACK FROM Prop.. Line Building Well OHWM Type of Cell Manufacturer: Model Number: Pretreatment Unit Manufacturer: Elevation Data STATION BS HI FS ELEV Benchmark Bldg. Sewer Tank Inlet 1 Tank Outlet Dose Tank Inlet Dose Tank Bottom Inst. Contour Header I Manifold Distribution Pipe Infiltrative Surface Final Grade Model Number: I stribution System X Pressure Systems Only Header / Manifold Distribution Pipe(s) X Hole Size X Hole Observation Pipes Length ��. Dia Length Dia -Spec Spacing ❑ Yes ❑ No Soil Cover Depth Over Depth Over Depth of Seeded I Sodded . Mulched Cell Center Cell Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No 'JOMMENTS: (Include code discrepancies, persons present, etc.) an revision required? Cl Yes Cl No ;e other side for additional information. Date POWTS Inspector's Signature :RT7_R71n tR n�1911 r•. License Number BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT A: Property Owner Information As you know Telephone: (715) 373-6138 Bayfield County Courthouse Fax: (715) 373-0114 Post Office Box 58 e-mail: zoninp(�bavffeldcountv.org 117 East Fifth Street Web Site: www.bayfieldcounty.oro/147 Washburn, WI 54891 MANY PINES MANAGEMENT LLC 6466 CITY W PKWY EDEN PRAIRIE MN 55344 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: o Tank was crushed! removed and pipes disconnected by: on 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. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. ❑ System could not be inspected because plumber covered prior to scheduled time of inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. System could not be inspected because County could not respond to plumber's time constraints. Comments: U/fcrms/sanilarypropertyowner-input Aprl12019 ;p4�hatur„��� JUN 2 2 ,�•�'. ' S's_�07H Bayfieid Co. L'�fi { n• n a't 7 Department of SafetyA.A Professional Services Z3 & Indus Services Division County Sanitary Permit umber (to be filled in Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Project Address (if different thanmailing address) 9i,/ 4��/. is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. / f� r" I. Application-Iofarmation - Please Print All information Property Owner's Name Parcel# o y—Oo (`- z—'4 4--o9-- J(c mai 1ZmSftvefiw,tt L ___________ Property er's Mailing Address Property Location Govt. Lot 1 5- Section City, State Zip Code Phone Number 1 �, f'/,. p�'A, T `'y / N R d E IL Type of Building (check all that apply) O 1 or 2 Family Dwelling — Number ofBedrooms / Lot # 9- Subdivision Name O Public/Commercial— DescribeUse_________________ Block # O City of O. State Owned — Describe Use O Village of CSM Number %,Town of all Mc III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on .line B. Complete.line CII a licable. A' ❑ New System Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B- ❑ Holding Tank In -Ground 0 At -Grade ❑ Mound ❑ Individual Site Design ❑ Other e(explain) TYp (conventional) C. 0 Renewal Before Expiration 0 Revision _________c33 0 Change of Plumber ❑ Transfer to New Owner 'st Previous Permit Number and Date Issued 4a3 513 a3 iVp1spersaIITreatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (st) Dispersal Area Proposed (sf) System Elevation /5O .7 / .O Tank Information Capacity in Gallons Total Gallons # of Units Manufacturer a w ty , i IC, New Tanks Existing Tanks SepticorHoldingTank - �- O / Dosing Chamber V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumbe s Signature MP/MPRS Number Business Phone Number f<Lta-cn- s4 rar 143�/ gI5-�7 s��7,15 Plumber's Address (Street, City, State, Zip Code) 1057/") T-alpn a.Q PaXX-950-,- -{ 2 ( u S i VI. Cotilty/DepartmCHt Use Only Approved ❑ Disapproved Permit Fee Date Issued �L Issuin A t Si lure ^ M � O Owner Given Reason for Denial "f' W �a� a /� V� Z? /2 Conditions of Approval/Reasons for Disapproval fie. cc,t7hacih.ej card. Attach to complete plans for the system and submit to the County only on paper not less than 81/2: 11 Inches In size SBD-6398 (R. 03/22) JUN 22 2023 Wis. Dept of Safety and Professional Servi y 2b SAIL EVALUATION REP Sayfield Co. Division of Safety and Buildings RTPlanning ar1�S Zoning Agenc�age /' of in acco ce with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County Fh 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. p,�r Parcel (.Zs o,;≤4 7eo4z o p print all i n,#12 Z a11118*.TEST (oDate Please p Personal lnformatlon you provide maybe used for secondary purposes (Privacy thw, s. 15.04 (1) (m)). Property Owner Property Location P,4q ≤ /_t�LC Govt. Lot ^. 114 1/4 S /s T 44 Property Owner's Melling Address N R E (o ' 6jr4� &7Y W AW Lot# Block# Subd. Name orCSAW Clay State �p Code Phone Number 4ev ji+ Village Fown Nearest Road 3 New Construction Uses Residential! Number of bedrooms Code derived design flow rate / 9O s �i] Replacement ® Public or commercial.. Describe : GPD Parent material Flood Plain elevation if applicable General comments ft and recommendations: Lii] Boring # Boring U Pit Ground surface elev. 9 % ft Depth to limiting factor Horizon Depth Dominant Color in. Munsell Redox Descri lion p Qu.'Sz. Cont. Color Texture Siructur+e onslsienae . oundary Roots Soil Application Rate GPD/it Gr. Sz. Sh. /I- If s y f/, 4% ; 7 -80 �-yR Ord 1 7 I. Z s S�g� AYR 44 kd . 7 I, !s 1� s/A' 4 MA S 7 ,�,_, y-yR 4 IVA e3,q j 7 �� z Bolin Boring # g [i] f ' Pit Ground surface eleu I/''� Depth to limiting factor /* Horizon Depth Dominant Color in. Redox Description Texture Structure nsistenoe ln. Boundary Roofs Soil lon Rate 2 Munsell Qu. Sz. Cant. Color Gr. 8z. Sh. GP D/ft l o ��I SYk 3% MA 1 Iii ff #t « f2 ��3� 3y � � /5 3 ��-�z sya �/� f 7 _ b3 AYR 4 .. MA s 7 /' 2 9 5Y4 . 91I./M.: .fit Y JVA i• _ _ IS C$4gj._1_I7_Ii.jE .7 I.Z tuent#9 — BOD >30_<220mg/LandTS>30<150m /L CST Name (Please Print) . g `Stuent#2 = BOD ≤30 mg/L• and TSS ≤ 30 mg1L Signature iQV �! /'�A.S/`7USS�7►% = Number Address 'Lu°avav drt�ff RD. Date Evaluation Conducted l S+ ( /o Z3 Telephone Number 7/s-. 4≤4. 3BD-8330 (Ru/ZI) 474MY P'N /&c�E4i7 Lie 46Y A♦,*1 , •1-4r, : O.P 9oV Ae r Lo7.� 5/5 T44Ju, 8gel %2w* e# /RS' 36yPL5 4, wr f7 N. dqgq I / is ice. /7P A VR?P /oo 00?op dA ,�CT,e INAW r '�d71 N WA- C e cep -7.a) o/d it `E&E1! 'p/, /O/iZsr mev- -52 iol, oo ' 3rq ff 1&l.SY 9 od- �uslHs c5rr�a � �aaS/� RE EIVED JUN 222023 Bayfield Co. planning ar.d Zoning Agency I \i• / /•• `p o RECEIVED JUN 22 2023 Bayfield Co. Planning and Zoning Agency Soil Profile . Sheet j G Soil TCster: �M�/�Sl System Elevation: 3 o • , 7 Load Rite. System Range:_ to 13• 1, TI�A J�yST�i f'�cs•ODr 94 .... PAGE 10F4 4 In -Ground Gravity Plan RECEIVED Index & Cover Sheet JUN 22 2023 Component Manual Design References: Bayfield co. In -Ground Soil Absorption for POWTS Version 2.1 (May 202=2 'd Zc►�n iry 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: POWTS Application for Review I Soil Evaluation Report & Site Map Project Name / Description Owner Name(s): Owner Address: Project Address: W9 Govt. Lot: 1/4 of 1/4, Section, T L/L1 N-R�ERor WWI Township:County: &AqAed Project Parcel ID #: 00 yl - a - IO OOO 19/' /q10 Phone: - - Zip: _ _ - te' 7� Designer Information Designer Name:1?\Lj1Ut%ra4jPhone: S- /&73 Designer Address: to�ILN i6a�t��Zip: J 6L3 E-mail: i F c (approval stamp. License Number: 7 Remarks: Signature: Date: final signature re wired on each submitted copy. IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) �IIL�iI� • • min. 12" (typical) Septic Tank(s) Manufacturer: Septic Tank(s) Volume(s): ..Zka gal gal gal gal Effluent Filter Manufacture 410, 14 Co ,4. n -- Manufacture Effluent Filter Model f/: /at_n,.zc.h JI-lvtir Inln, trench ds Ih nyrPWl) ° ' TYPICAL TRENCH ' V CROSS SECTION VIEW nypaal) :'" , , a. (No Scale) System Elevation = 9S Q ft (typical) Quick4 Standard"W w/ End Cap (Show location of Inlet / outlet pipe connection on plan view.) (typical) p p r- �-Iiiiii:J iii—T� a=.___ ft (typical) INSTALL PER TRENCH: // Quick4 Std -W @ 20 ff EISA/chamber = ,42 O ft2 + _.L., Pairs of end caps @ t3'-ft2 EISA/palr = � ft2 Proposed EISA per trench = ft2 Provide minimum 3 ft separation between trenches. Observation Pipe (typical) Install par menutactumrs / Instructions. TYPICAL TRENCH PLAN VIEW (No Scale) �A=3.0ft (typical) '-Qulcl<4 Standard -W Chamber (typical) (mtd by infiltrator systems, Inc.) Install pursuant.to manufacturer's instructions. Required Infiltration Area = z / V ft2 Distribution Method: x / o trenches = Proposed Total EISA = 2 d ft2 i fa:y. Tzti rt S /WY PiNs M4EvE*7 .. • i7) W i9wY JUN 22 2023 ',e,; Bayfietd planning arid' LOmm. en • 1 31 4c!, 9W k jYa- 14 /i!P/Y.. • .. ...... ........ c \•. \j .. . # ; ,.3 " `q o A VRP I eD'r4oT4*aA jrm;r,&W47 l �Ga cam.. .. -; . . .... .. t� tit. .62 �a , ��a ' . . v ad In -ground Gravity Management Plan IMPORTANT: JUN 22 2023 ayfield . The owner of this in -ground gravity system shall be responsible for its perpetual operation and main BCop � ;ptr yy 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 = J5 D gpd; BODs 5 220 mgL' ; TSS 5150 mgL 1; FOG 30 mgL 1 Inspection Checklist INSPECT EVERY 3 YEARS o type of use - o age of system o nuisance factors (La odors, user complaints, etc.) o mechanical malfunction (Le., 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 I 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 (ie., 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 l shall be pumped by a certifsed septage servicing operator licensed under s. 281.48 Wis. Slats. 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, Wise. Admin. Code. o Effluent filter() 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 Wise Admin. Code. Report any component failure or malfunction to: Name of individual or company:S4f'LtJPhone: I _ ___ Local government unitCoijMPhone:, 323 ✓W 3 Q Local government unit address: 5 ZIP:______________/ Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wise. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wise. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be ''abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. System Abandonment if use of this POWTS- is discontinued, it shall be abandoned in accordance with SPS 383.33, Wise. Admin. Code. CEVED APR 112023 As owner I (wad & hereby cer3E the private seeragei�tern wEE be Installed In accordance with the certified so₹i tester's report and approved plans and specifications on ills with Bayfield Coany Plamdng and Zoning DapailmeaL The system will be operated. te such a manneras to meetthe designed glans. t (iwe) agree to maintain said private sere nn etflxebeiowllsted Ideation in aermrdancew i rates established intfre wl Adm Code, as mm timetotime amended. (COPAPLETE i.eget is required) 414 of 114 Section _ iS Township _fI. RangeO'_W. Say; ekI Co DOCUMENT NUMBER 2O23R-598594 DANIEL J. HEFFNER REGISTER OF DEEDS `y BAYFIELD COUNTY. WI RECORDED 04/06/2023 AT 1 1 :50 AM RECORDING FEE: $30.00 PAGES: 3 Area Additional Legal Descdpflon: Town o€ N7 e7 (Acreage) Govt Lot Lot $cock subdMslon _ ee, a,"G! Jt Lot CSM# VoL Page CSM Dcco Return To: Planning and Zoning Department 1 A • In -ground gravity O In -ground dosed O In -ground Pressure distribution Sewage System: Q mound j0 At grade Sewage System O Other Saotfc 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 InstaliaSan-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-ihlyd (113) of the volume occupied by sludge and scum. PumrChamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped cut when the septic tank is serviced as provided above. The switches and pump controls shalt also to inspected and maintained to ensure operability of said components Sent-fc Tank Effluent Filter (system types A through E): The septic tank effluent fitter shalt be inspected and maintained as necessary and in accordance with manufacturer's specification. Flier maintenance reports shall be submitted to the County as required by SPS 383.55, lours. Admin. Code. Private Sewaae System Dlsoemal Call (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 detemtlne whether urastewater or effuent from the system Is pending on the ground surface. Mounds. At-amde. and in -around Pressure System T tests (system types C. band E): The laterals shall he flushed out and swabbed €f needed when the Wastewater distnribufon cell l component Is Inspected as provided above. Owner(s) agree thatthat7rrre k, comply will, this agreement will result in action being taken to pay all charges and costs fncunsd b Ba efd Co Y 3rg uRiy for fnspec on• pumphrg, haulurg, or otherwise servicing and maintaining tire private sewage system tankin such a manner as to prevent or abate any human health hazard caused by the sysfeim Bayfreld Couniyshallhotify the cvmorof any costs which shall be paid by the awner within thirty (30) days from the date ofnotice_ in the event the ownerdoes not pay the costs within thirty (38) days, the ownerspeclfcally agrees fbatall the costs end charges maybe placed onthe tax roff ass spec.�afassessment forfhe abatement ofahuman health hazard, and the texshell be collected aspro videdby law. The temrs and conditions of the varianceshall be binding upon and Inum to the nefit orall current and future owners of such property. Owners) Name(s)—Please Peirct Subscribed and sworn to before, me on orris date: s}—SignatuTe(s) Notary Public kIrvkjA nA QL. My Commission E Aires: rafted t1y: �L%� Gl . i i / r% t o `C," •'•,0 Fr, OW by: NOTARY :% �rorras 'ta se pscmatnx�ertceagtesmertt • Revised June2ole PUBLIC •r ',/� C fit JUN 222023 p� �e IM -540 -,.. 'A.at' ' Bayneld Co. t tanks Planning and Zrnng Agency Features & Benefits The Infiltrator IM -540 is a lightweight strong and durable septic/pump 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 tank design, offering long-term exceptional strength and watertightness. • 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 TW'" risers and pipe riser solutions • Structurally reinforced access ports eliminate distortion during Installation and pump -outs • Reinforced structural ribbing offers additional strength • Can be installed with 6" to 48" of cover • Can be pumped dry during pump -outs • Suitable for use as a pump tank or rainwater (non -potable) tank • No special installation, backfill or water filling procedures are required • No special water filling requirements are necessary • The tank may be backfilled with suitable native soil. See Installation Instructions for guidance. Protecting the Environment with Innovative Wastewater Treatment Solutions 1 N F 9 LT RATO R i technologies PSC-Series Biotube® Effluent Filters Optional float switch bracket Applications RECOVED Handle Orenco PSC-Series Biotube Effluent Filters are designed to remove solids from effluent leaving wastewater tanks. JUN 2 2 2023 General Bayfield Co. P Ain nil toning Aaepcy Orenco's patent -pending PSC-Seder Biotube E uent'HUrs are 8sA to improve the quality of effluent from wastewater tanks. Improved effluent quality extends drainfield life in onsite dispersal systems and improves the performance of downstream treatment in effluent sewers. The Biotube filter cartridge fits tightly in the housing while being easy Biotube filter to remove for maintenance. The passively self-cleaning design extends cartridge maintenance cycle intervals. Filter mesh is available in 1/8in or 1/16in (3.2mm or 1.6mm) mesh opening sizes. The handle can be extended with PVC pipe (not included) for better access to the cartridge. A 3/4ir (19mm) diameter tee handle is included. Models PSCS0621-18 and PSGW0621-18 are NSF 46 certified. Deflector plate Housing Orenco PSC-Series Biotube Effluent Filter Standard Models PSCS0621-18,PSCW0621-18,PSCPS0621-18,PSCPWO621-18 Product Code Diagram PSC fl 06 21-18-❑ Teat ssetch bracket opgon: Blank= no goat svih:h brackatinslalled A = thatSlth bracketinstxged B = inrusew6h 0mncoM-sedestanks AB = goatswiahbmcketinstated and far use with Orenco M-salestank (arirldge height In (mm): 16 =18(457) Alta housng height, In (mm): 21 =i33) 61n (150mm) filterdlameter 0ullettee: W = includes adapterforType 3034ouliat S = glsschedule 40eullettee Biank=sh8 (3.4 In (nfl 6Ia,t= 1/6(32) P =1/16(1.6) P30 -series Blatuba° etfiuentttlter Materials of Construction Housing PVC, ABS Biotube filter cartridge Polypropylene, DCPD Handle components PVC, stainless steel Deflector plate ABS er"enco Systems ° - 80e-348-9843 • +1 541.459-4449 • www.orenco.com Nib-FTFrs-2 Rev. 3 O 06/21 Page 1012 R CE'VED JUN 222023 Bayfield Co. Planning and Zoning Agency Specifications Model PSGS0621-18 PSCPS0621-18 A. Overall height, In (mm) 22.7 (577) 227 (577) B. Housing height, in (mm) 21.0 (533) 21.0(533) C. Cartridge height, in (mm) 17.75 (451) 17.75 (451) 0. Outlet pipe diameter, In (mm) 4.5(114) 4.5 (l14) E. Outlet height to Invert, In (mm) 13.5 (343) 13.5 (343) F. Deflector plate diameter, In (mm) 6.63 (168) 6.63 (168) Mesh size, In (mm) 1/8 (3.2) 1/16(1.6) Filter surface area, R' (mvj* 6.3 (0.59) 6.3 (0.59) Flow area, ft2 (m 1.9 (0.18) 1.9 (0.18) t Fdferarea Is defined as me total sarfacs area ofall fndivldual Biofihes wghin the filter carhfdge. "Raw area is defined as the total open area (or area of me mash openings) ofafl Me lad!vfdral Blehies vWBdn the filtercarhidge. Nm-Fr4'rs-2 Orenco Systems' • 888-348-9843 a +1 541-459-4449 • www.arenco.com Rev. 3 4D 06/21 Page 2 of 2 Tracy Pooler From: Tracy Pooler Sent: Friday, March 6, 2026 3:14 PM To: shawn stolarzyk Subject: Many Pines septic Red, In a corner of my office was the septic permit for the Many Pines system for the small cabin in the center of the property that was installed 10/3/23. I do not see that we ever received the $50 for the soil test. I also have an old check #2066 for $400.00 that will need to be replaced with a newer check. Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tract' pooler@bayfieldcounty.wi.gov -Y'FIELD Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield Countywill NOT ask applicants to wire any funds. Please contact our office at zoning@bayfietdcounty.wi.gov or 715373-61 38 with any questions or concerns. ,. ,.'I, i . •',. . YIiF r .5'. ' .4 • '1 / f :' -, '; . y ' .' ' jj: 1 „r a: :e atf; , a�l I t:: I HVia, �,.• ,�. .. _ __ ALP. 1L+;1�Li g. ..v _, 1xc w +L7y L vy 1 - ' . . , p t5` '�� . rl tW s. (gl°�1 ,�,t J.. i �j�, �J+19 '0@- u } 4tCtt -Y' h - . f :4%4J. :. I: ' /1 f t r att I '- ____ . f I J ,i I SANITARY INFORMATION (NEEDED) DATE: 3 TO: RUTH DEB FRANKI MCKENZIE WHICH INSPECTOR / PERSON�AJDE THE CALL , /ADDT'L CALL DATE CONTACTED: �/�0 PHONED 0 IN -PERSON C➢GANSWERING MACHINE SPOKE WITH: LUMBER ❑ OWNER 0 CONTRACTOR ❑ SOIL TESTER 0 OTHER_ IN REGARDS TO: LO DEADLINE ❑ COMMENTS ❑ AS -BUILT o CONTOUR IVES $FEE _O ..! '/2!9HOLDING TANK AGREEMENT (Recorded) ❑ HOLDING TANK SERVICE CONTRACT ❑ MAINTENANCE AGREEMENT (Recorded) ❑ MISSING PAPERWORK ❑ PLOT PLAN SOIL TEST ❑ REINSPECTION ❑ REINSPECTION FEE ❑ REVISION ❑ REVISION FEE ❑ SOIL INFO ❑ OTHER /l r /,'� GCG i G ERICA 0 MAIL 0 E-MAIL ❑ TANK K -SECTION Tracy Pooler From: Tracy Pooler Sent: Tuesday, March 24, 2026 2:50 PM To: shawn stolarzyk Subject: septic needs Attachments: DNR Acceptance Letter - Rivers Trailside HT, Bayfield County (S-2025-0970).pdf Red, In a corner of my office was the septic permit for the Many Pines system for the small cabin in the center of the property that was installed 10/3/23. 1 do not see that we ever received the $50 for the soil test. I also have an old check #2066 for $400.00 that will need to be replaced with a newer check. I also do not see -any information for the septic that services the boathouse. Maintenance agreements sent back to owner for fixes. Peter Marshall Michael Bigo River's Trailside because of the change in ownership, property dimensions, and conditions we need: • A new Septic Maintenance Agreement recorded https://www. bayfietdcounty.wi.gov/DocumentCeflterNieW/1 0319/Setp ic- M a i me n a n ce-Age e m e nt-July-2020 • A new the septic tank service contract — be sure that the hauler is aware of the agreement to haul to the Superior Wastewater Treatment Facility. See attached DNR Acceptance Letter. hup : /w�_.v�ba..yf e1d_c_ .r.. . i..gov/Doi rn��t�t nterb/_Le.w1. _6 I do riot have the full legal but now the property # is 39643 and lot 1 of CSM 2397 Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: FIELD Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zoningcbayfieldcounty.w_ i gov or 715373-61 38 with any questions or concerns. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-24S STATE SANITARY PERMIT OWNER: MANY PINES MANAGEMENT LLC GOVT LOT: 2 LOT: 2 BLK: 1/4 1/4 SEC:15, T 44 N, R 9 W TOWNSHIP: Barnes SOIL TEST: 18-26,28-23 REPLACEMENT SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND TRACY POOLER DATE: 4L2i2026 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 #: 23-42S LICENSE: # MP 798301 Condition: Properly Maintain System Per Recorded Agreement. Old System needs to be properly abandoned per SPS 383. THIS PERMIT EXPIRES 4/2/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION