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HomeMy WebLinkAbout24-53S Wollin/vv"""^, ''.'"•iA ^ MAY0220Z4 Department of Safety & Professional Services, Industry Services Division <^-0/')X7'Si;/y- ;j!}'i/}^/.^ County Qcuj^^M Sanitary Permit Number (to be filled in by Co.)r^'W SaHitary Permit Application In accordance with SPS 383.21(2), Wis. Adm. Code, submission ofthis form to the appropriate governmental ^Blt is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submittectto 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. 'State Transaction Number I. Application Information — Please Print All Information Project Address (if different than mailing address)6roo^^ Property Owner's Name lAJrtfJ/n /^)kt(nq$ L^I Property Owner's Mailing Address Parcel# TAyxp ^V?5' Property Owner's Mailing Address l^^^o^ Cro^Sftvun R^-. City, StateL^Ke-rru^ u^r Zip Code 6WSI II. Type of Building (check aU that apply) j2 1 or 2 Family Dwelling - Number of Bedrooms _„ D Public/Commereial - Describe Use a State Owned - Describe Use Phone Number ^0-7^3-^0 Lot # Property Location Govt.Lot.S V-L llE'/4, NE '/4. Section T_5^2_N R OS Eorf^Q Subdivision Name Block # CSM Number a City of _ D ViUage of ^Townof CaJbL'^. III. Type ofPOWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if | applicable.) A.jS-New System D Replacement System D Other Modification to Existing System (explain)D Additional Pretreatment Unit (explain) B.D Holding Tank ^-in-Ground (conventional) D At-Grade D Mound D Individual Site Design D Other Type (explain) c.D Renewal Before Expiration D Revision D Change of Plumber D Transfer to New OwnerlList Previous Pennit Number and Date Issued FV. DispersaI/Treatment Area and Tank Information: Design Flow (gpd) ^^~0 Design Soil Application Rate(gpd/sf) . 7 Dispersal Area Required (sf)^^Dispersal Area Proposed (sf)^7sr System Elevation 7</ ^,..5- ^.< Tank Information Capacity in Gallons New Tanks Existing Tanks Total Gallons # of Units Manufacturer I ItIIm ~S te 3Xl ^E 0 u•s Septic or Holding Tank >G /<^<QD ^_^<^/'<-<J2^. Dosing Chamber V. Responsibility Statement- I, the undersigned, assume responsibUity for installation of the POWTS shown on the attached plans. Plumber's Name (Print) ss (Street,"Cify, State, Zip Code) Pluigber's Signature MP/MPRS Number 7^3(3, Business Phone Number 7/s--$is-y./^;5? 1057, N TcfW^d^ytoSL Vcu^. U}^H^3> Issuing AssWSit^/^ VI. County/Department Use Only ~^?7Ajipiwed,,/ N D Disapproved D Owner Given Reason for Denial Conditions of^pprovaVReasons for Disapproval Permit Fee$^;^/> ^.^KJL U^ Attach to complete plans for the system and submit to the County only on paper not less than 8 111 x II inches in size SBD-6398 (R. 03/22) ^/7/m !lii MAY i)/'/(}74 Private Sewage System Maintenance Agreement Owner(s) Namewodm^drh^ac Owner(s) Mailing Address S^SO^rO^t^Lp ^A. U^m^^53^S]Site Address ^ /3r<3(^|^L Tax ID 1 ^a^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 Wl Adm. Code, as from time to time amended. (COMPLETE Legal is required) ^s_ 1/4 of M£-1/4 Section l^l Township c/^ N. Range OS Additional Legal Description: Town of ^Ojol^(Acreage)Gov'tLot Lot ^ Lot .Block.Subdivision CSM#Vol.CSMOoc# DOCUMENT NUMBER2024R-603 1 40 DANIEL. J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, Wl RECORDED 05/06/2024 AT 8:00 AM RECORDING FEE: $30.00 PAGES: 1 Recording Area Return To: Planning and Zoning Department In-ground gravity Q Mound D In-ground dosed Q In-ground pressure distribution Sewage System: D At-grade Sewage System Q Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. Mounds, At-arade. and In-ground Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewatsr distribution ceil component is inspected as provided above. Owner(s) agree that failurs 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 anyhuman 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 o'oas not pay the costs within thirty (30) days, the owner specifically agrees that all ttie costs and charges may be placed on tha tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) Name(s) - Please Print , i // . .-IOLC/^J /^Cft^^ ^l6WG Vc'^/^ <A^^- Subscribed and swom to.before me on this date: ,r\W 30^ 20^ \^^ 3 Oj^. ^3^:Notarized Owner(s) - Signature(s) My Comnnission Expires: l-L- 2$/ 2^- ^^Drafted by:l Date: l/-Z^--^.<^ DAN MCCABEi/forms/sanitary/sei Notary PublicState of Wisconsin Proofed by: •fljcmaintenceagreementRevised July 2020 PAGE 4 OF 4 Jn-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, Wise. Admin. Code. Pursuant to SPS 383.52 (2), Wise. 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 PO)fifTS Mgintainer in, accordance with SPS 383.52 (3), Wise. Admin. Code. |U? ,, Maximum Dispersal Area C)pei^ting Limits: ii MAY 0 9/^02^ ; Design Flow = /7 5~0 ______ gpd; BODs S 220 mgL-1; TSS ^ 150 mgL-1; FOG ^ 30 mgl."1 Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (/.e. odors, user complaints, ete.) o mechanical malfunction (/.e., pumps, valves, switches, floats, ete.) o material fatigue (/'.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 (/.e., exceeding design capacities, prohibited activities, etc.} o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (/.e., pump re-cycling, float switch settings, efc.) o electrical components - if applicable (/.e., wiring, connections, switches, controls, timers, alarms, ete.) o distribution lateral or laterat orifice plugging (measure lateral distal pressure - compare to design specification) o surface discharge of effluent or sewage back-up into stmcture sen/ed 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, Wise. Admin. Code. - o Effluent filferfs) 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: KU/?/^ ^(-tG-A^ _ Phone: ^]lS'~c5^~€f~~y^ "^ Local government unit: fa^^SS^d (^ItA^ '^TVjK^ Phone:"7/S'~3'73 -bl3^ Local government unit address:'?^ fay ^ [SOLSl/^DU^C, U^C _ ZIP: £5{^^(?/ 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, Wise. 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. BAYFIELD COUNTS SANITARY PERMIT (#04)-24r53S STATE SANITARY PERMIT OWNER: WOLLIN HOLDINGS LLC GOVTLOT: LOT: BLK: NE 1/4 NE 1/4 SEC:14,T43N,R8W TOWNSHIP: Cable SOIL TEST: 32-20 NEW SYSTEM SYSTEM TYPE: Non-Pressurized In-Ground PLUMBER: Strand, Ryan TRACY POOLER DATE: 5/24/2024 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: # MP 798301 Condition: System to meet all setbacks. Management plan to owner. Properly maintain system per recorded agreement. THIS PERMIT EXPIRES 5/24/2026 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION Wisconsin Department of Safety & Professional Services Dh/ision of Industry Services f-0^ ^Pafle / of ^ ] •) ''f\\'/i\SOIL EVALUATION R^FWT ^xco ef^^ In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 81/2x11 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. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). County Q^/^^U> ^^f Parcel I.D. <a4 -<»,?&- 2 —jf.S-'afS" <4 - / o/~ <saoo ~.^.o<£i»oc> ,i»/^ ne>7/oao<» Reviewed by Date Property Owner ^LulAl H^i£)/A/<yS LiG Property Location Govt. Lot <V£:% />/£• % S l4 T -^? N R ^£>^> E (or), Property Owner's Mailing AddressNW^ Ca{€>^^^n Rs>-Site Address or CSM and Lot #: City, State, Zip f.A\<£ /^lU^.Wl 5355) Phone Number(Z^^j?-^^D City D VillageCAW own Nearest RoadGi^/3^C^^l> jg New Construction Use: ® Residential/ Numberof bedrooms 3 D Replacement D Public or commercial - Describe:. Parent material <^A<^Ai TILL. Code derived designflow rate <<50 GPD Flood Plan elevation if applicable A/A ft. General comments and recommendations: f^G^/ft^^ 3-^3^3' '-^r^n<Jh-^S', •e.^J^sf' J /^^-y^e/t'^'^./vO-sA"^7^ Boring #D Boring^Pit Ground surface elev,.^'n Depth to limiting factor !l^ in. / e\eve4'£> Horizon / 2 J_z_ _^_ Depth In. d- ^ 6-4, ^-7& 7^-e>-r ^7- i^ Dominant ColorMunsell yfp. Is s-^ ^ 5-V/? ^ 5-V/? ^. ^-y^ ^ Redox Description Qu. Az. Cont. Color A/A /VA _//A N^- M- Texture 6f sJ mof.^ fS\6k.^ <LS Structure Gr. Sz. Sh. ^c st^ Zf Sb^^^ <3s^ <6>j Consistence mf-r /7?/f _mLml w-^ Boundary €^cww£?w Roots ~SL Im -T Soil Application Rate GPD/Ft2 *Efl»1 _^_. 4 ..7 .7~T *EfW2 _••?•_~7^ /<2. ii7^ /.^> Boring #QBoring 3it Ground surface elev.an Depth to limiting factor f<3&jn./elev.;8^ES. Horizon / 2. 3J Depth In. o^S 8- 43 4-3-^3 so-/^ Dominant Color Munsell 51R 44sw ^S^R ^S^ 4/4 Redox Description Qu. Az. Cont. Color^A^~J^~w Texture ~JT73L rr^.^- cs Structure Gr. Sz. Sh. 2./n^kZf^k €>S^05f Consistence y^fr mi-i~mT~SL Boundary AV ajf^"y Roots 2/n J_^_ -N» Soil Application Rate GPD/Ft2 *Ef»1 . 5 _4-< 7 .7 *Effiff2 _JL •<0 I.-2. /.^ ^±. CST Name (PleaseJPrint) !)^-jn/->t^ /?a-?/Wt/^^«s^» Sign.CST Number -z.-z./'S i <^» Address yz4&$ ^ya/iay.^ ^.. C^>^. W/ Date Evaluation Conducted e^j-. ^, ^ ^^-3 Telephone Number7/r- 5^"^Z5-^yf^&t* Effluent #1 = BOD > 30 & 220 mg/L and TSS > 30 £ 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS £ 30 mg/L SBD-8330 (R03/22) 3 Boring # D Boring 3it %^<Ground surface elev. ft. page ^— of '"t Depth to limiting factor /^ in. / elev.&^7$. Horizon I: 2-_ A_ _^_ Depth In. 6,-^ S.-4Z 42-^ S6- tfp Dominant Color Munsell S-W 3/f ^R %SVR J4 5-W _^ Redox Description Qu. Az. Cont. Color ^VA A/A HAN^ Texture 6, scl /n<=rfs' C5 Structure Gr.Sz. Sh. Zmsbk.^f^hk <^<7 6jf Consistence M^_ m-f-f yn)~mT Boundary cu/we-\A) ^w Roots -ir~ fm Soil Application Rate GPD/Ft2 *Efl#1 -5;¥ ' 7 J_L. *Ef»2~f~ ~7^ />-z. i>b Boring #D BoringD Pit Ground surface elev.._ft.Depth to limiting factor_in. / elev.._ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Or. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Eff#1 *Ef»2 Boring #D BoringPit Ground surface elev..-ft.Depth to limiting factor..in. / elev._-ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Or.Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Ef»1 *Effiff2 * Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS s, 30 mg/L IA/OLUA/ /-f^O/^S LLC N£30^ CR.^SS/^M/ R3>. U^ ^t^, ? ^SS/ ^'/i,N£l/4,HEj/4 S&c /4, T^3^, RS IA/ 7"Z»y^/ €>F €AQt£. ff^ypf^.^, WJ. 4 Vl^fi /€>€>' ^ T^P V^^/i/ov/r /•J / A^^Ve. ^1^ Bf 5e>^ P/F £^y0^/9/ ^.7^ SL^V^PZ 9^<aj' /=z^y.^ P3 w 75" •sy^r^H esjsv y /\ ^fpp£^^f 7-/i.e^c.i-f - 7^^9 f^l^t^Le^Z. 7-^SWt/ - 9^.$^' L^^e-K.^3 TiSHcii - S8.-r<?^ y. MAY 02 2024 l\:\i\- ^ \<^/^£>tS£> St-i?<y.^T& ^c^E: /^^' \ I—is—, -7^"10^ ~sf J^^IA)^ T^Hwe^/C^s-f^^—^_- / So/r /^> ^Z.4 i... ^4. "r—--?•—-;• i ; .-;- .._|- ^ -.[ l ^.....,4-—.-.4~-4-—--'-' ! ! t ' ; ; i_._.,.;. ^_l__j_.i I ~-r 1 ; I ! ••—-t--i- ._.„ .i_.-..l^.._J-....-J..--^ .i.-_ ;.. -1.-.-1 I i-T -—r - r--•-'•• ._4_.-L4-.i I !. ! i !-i.--^ 4- I i t r—r-—"! T""T ,,... ..4.4.4...;-! r-r-r-i •rt i i i .-4-. 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L-j._..._^_i._^._^--L. ^._i^ L - A^ MAY n ? ?02^ Soil Profile Sheet Owner: lA/^LU^ l-/^U?IA)^ LiC Soil Tester: J^e/) /?/-T %-?^>-)^^^^/i System Elevation", load Rate:System Range-._ t?3 Pl (W7^') -^ ^ <77 f<- f^ ^ f$ ?s? ^( ^Q ^ PZC^^)^3(^.7€f) ^^y ^1 s^ 9S: S.4 9^.7, f<? .56 t — 28.6^ ^.^ ^isy s^>"/ —^^ f^.75' ^4.Q^> -^L<?/.7J5 3' ^ ss.l In-Ground Gravity Plan Index & Cover Sheet PAGE 1 OF 4 MAY 022024 B Component Manual Design References: In-Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg1 of 4 Pg2of4 Pg3of4 Pg4of4 Index & Cover Sheet Plot Plan Dispersal Area Cross-Section & Plan View Management Plan Attachments:Enclosures: POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description Owner Name(s): 1^/011 Ih ^idt7\rj^ LUL Phone: 9^0 --79S- ^<SO Owner Address: ^ 6^0^) ^r05<^Ln^L /l^J^^U^SUBZip: S^S I Project Address: f^fC\ P)F06^ /S<4-. Govt. Lot: 5yi ne. 1/4 of N£ 1/4, Section /<7 , T_^3_N-R_OS_E or W ^ Township: (^bl^ Project Parcel ID #: ~~[}\^ X^D - ^ t-/ ^2^ County: fa(^«Ar<6^? Designer Information Designer Hame-^^ftJ^ S4/?tA^t _ Phone :7^^-%$^- /^Z^ Designer Address:/057/ N T^lJA ^vtu^tO^i PO^^. Zip: _^C/S<^3_ L^r'smce reServed i'or approval stamp. ^o.w:r^"~AP^^L-i^S® E-mail: License Number: Remarks: Signature: p r,"^u!^uis Date: Iriginal sighatCwrf required on each submitted copy. ^<ff/^, _ .i?^-^ ^ffy& -^ -^""^-^ ' ''-/'. <"^<?/ G?JT-e& - ^-PTCSTLL ^y_?/Vl<5!»-7 ^(?^'<76 - H-TT^JL •7^S7Wf^ W^A - f^N^VJ. fff -^cfdfj ^ff) JY <7^> 3<f/A<y^c/ ~~^ i ./' ^NYJ.-^U^QS'Ty^OCV/ X ^U/s •^<?T^ Q^^/'-?^^\ N •iCi;YiOU!;"i.'. "jW^-.i ^Ql7,Q AVW ^-i irnisH ta ^ , / j? A^-z^ ^U^A<3. .SL'B^ €d ^^=37=7 ^'2b ^ ^/\S-7^ ,^'^ /ef^Qf^n'a U/cf ^^ ^ ^<J7^ -SAvffy ',£'/ MW/y^^ c/<?jL (9 ^<?/ ef^A y 7^| '^7^^/yff •^?0Y^ d<? W^U. /yig^ f^^j. - '^/ ^s ^•3N^pN^$- /s^^ m /s7?w ^7t '^j ATA/^S-^^? <%?£57/ ^ 7 j s^fv/Q-^f-i 7y^n°M IN-GROUND GRAVITY DISPERSAL AREA Stepped Elevation Trenches with EZ1203HP Bundles 3-ft Trench (down-sizing credit) SOIL COVER * * * ^ ^L-JL—L-J Septic Tank(s) Manufacturer: ^•'/'^c-,^- ^ ,00^ gal Septic Tank(s) Volume(s): gal — gal Effluent filter Manufacturer: ^,'rt- ^-.^^ gal Effluent Filter Model #: /-:7^C~' ff '2. ^2. 12° min. trench depth(typical) TYPICAL TRENCHCROSS SECTION VIEW (No Scale) Provide minimum 3 ft separation between trenches. Highest Trench System Elevations = f^/ ft; 9C. ^~C ft; ^ ^~0 ft; Lowest Trench (as OBSERVATION PIPE DETAIL (No Scale) Screw-Type orSlip Cap (loose)Finished Grade (mulched & seeded) 4"0 PVC Pipe TYPICAL TRENCH PLAN VIEW (No Scale) (Show location of inlet / outlet pipe connection on plan view.) c l-^J 4-0 Perforated Lateral (typical) -<^- Observation pipe shall be installed at junction between two units. Observation Pipe (typical)(typical) J_ _ ft 1^====1======^=(^^ ^ INSTALL PER TRENCH: j__ 10-ft bundles @ 50 ff EISA/unit = t c'° ft2 / 5-ft bundles @ 25 fl2 EISA/unit = 5-.^ ft2 Top of pipe to terminate at or above finished g rade (4)1/4"-1/2"X6"Slots@ 90 apart • Anchoring Device |-A=3.0 ft (typical) EZ1203H Bundle (typical) (mfd by Infiltrator Systems, Inc.) Install pursuant to manufacturer's instructions. Topsoil Cover(min. 1 foot) rs$ ,'x.') -u>0m co0-n •^ = Proposed E ISA per trench = ^s Required Infiltration Area trenches = Proposed Total EISA = Distribution Method: /^^/;/^/^ ^3-.^^-7/ 7^</ WLP1000-MR TANK SPECIFICATIONS •--~~JC3~~~J C\J CD 104"DIMENSIONS:WALL: 2BOTTOM:(ADD 1,300 LB.) O.D. 4" CAST-A-SEAL TOP VIEW 1/2"SEPTIC 3"HOLDING 5"COVER: 4"MANHOLE; 24" I.D. PRECAST CONCRETE RISERHEIGHT: DOME COVER 61" 0.0.FLAT COVER 53 1/4" LENGTH: 104" O.D. WIDTH: 86" O.D,BELOW INLET: 42" O.D.LIQUID LEVEL: 56"WEIGHT: 6,790 LBS. INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUALGASKET, CAST-A-SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER:WISCONSIN. SEE DETAIL #10(OTHER STATES SEE CHART) LIQUID CAPACITf: 27.83 GAL/IN HOLDING TANK:OUTLET HOLE PLUGGED ACTUAL CAPACITY: 1,085 GALLONS LOADING DESIGN: 8' 0" UNSATURATED SOIL OPTIONAL FLAT COVER- IS AVAILABLE FOR EXCHANGEFOR DOME COVER. MN TANKS;WILL HAVE ONE VENT OVER OUTLET AND WILL HAVE TWO VENTS IN COVER OVER INLET TANK CAN BE USED AS:SEPTIC/ HOLDING/ PUMP OR SIPHON COVER: MIX DESIGN #S (NO FIBER)TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT WIESER CONCRETE PUMP PAD SIDE VIEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS 3 OB INFORMATION: CUSTOMER: JOB NAME: DATE NEEDED: APPROVED BY; APPROVAL DATE: 010.1 .1 > v\ §^|": ^1 z 00UJo I3 ml2 CM Irr)0 J0|t§l Ig Pl^ Nl s ^1 " pli= Sl Q.V) IfeiC/) LdlCt:| SHEET NO. 1 .OF 1 PSC-Series Biotube® Effluent Filters ft nISU s^§ ¥SsSAit Optional float switch :. \f bractet -^ Handle BiDtobe niter cartridge Deffecfcr plate WK^,s..i^.. •JiSy ~7§r•^31•'Si Housing Applications MAY 022024 IUI Orenco PSC-Serfes Btotube Bfluent RBeis are desgned ID remove , solids from efSuent leaving wasiewater tanks. Ciii!;"A.;jt General Orenco's paient-pendmg PSG-S^ffi 8K%ffle Effluent Riters are used to improve the quafity of effluent from vrastewater tanks, improved effluent quality exisnds drainfiefci life in onate (jispereai systems and improves tte performance of dovs?nstrearo trea&nent in effluent sewers. The Biotube fiiter cartridge Rte lighUy m the housing while being easy to remova for maintenance. The passively seif-deanii^ design extenos maintenance cyde intervals. Rtermesh is ava'iabte in 1/8in or 1/1 Gin (3,2mm or 1.6mm) mesh opening sizes. Tne handte can fcie extended wfth PVC pipe (not included) iw be8er access to the cartridge. A 3/4m (19mfT!) (fiametertee handle is included. Models PSGSQ621-18 and PSCW0621-18 are NSF4& certrfied. PSCS0521-18. PSCW062-S-18, PSGPa3621-18. PSCW0621-18 Prodyet Code Diagram PSG-UDS821-18-D B<3ft= nnftalsssiaditeastetiBStaBsdA = ifaatartchbtackEMns&neifB = fb.russtsiBiOrsasiy-seriesiaiftsAB = {toEissitchbracteimsteSEdaBHiwussCTSftSiaaoSi-SBieststfis 18=18(457) Rler tsssasa teight, in (RBIJ;21 =21(533) Sn (155mm) Sftsr cigmeter Qullsttes:B s ir.dsiiasaSate.'ia-Type 3034 sifetS s nS3S:fi£dufe4&suiS6ttes ! Bta-nssltmSoa, si (mmi:31al&^^18i3SP =1/16(1^) PSC-53i£3 Situbs1 eiaia-tl siier ^ ~y Orenco PSC-Senes Biotube Effluent Filter of GensfrvGtlQfs Housing PVC,ABS Biofubefifcsr cartridge Handle ampmenfe Dsftector plate Potypropyfene.DCPD PV&siairiess steel ABS Oreneo Systsffls8 a 88S-348-9S43 » +154'S-4S3-4449 • www.orsnco.eom NTO-FT-ns-2Reu3©fl6fi1 Pageto12 Orenco MAY 0 2 OT Specifications Mode} A. Overall height, in (mm) B. Housing height, in (mm) C. Cartridge height, in (mm) D. Outlet pipe diameter, m (mm) E. Outlet height to invert, m (mm) F. Deflector plate diameter, in (mm) Mesh size, in (mm) Rlter surface area, fP (m^* How area, ft2 (my* PSCS0621-18 22.7 (577) 21.0(533} 17.75(451) 4.5(114) 13.5 (343) 6.63 (168) 1/8 (3.2) 6.3 (0.59) 1.9(0.18) PSCPS0621-18 22.7 (577) 21.0(533} 17.75 (451) 4.5(114) 13.5(343) 6.63 (168) 1/16(1.6) 6.3 (0.59) 1.9(0.18) ' Filter area is daSnsiS as the tasl sisface area cf sS 'mfmguaf Sotubes viSlan Sie Rllsr cartridge. • Flaw area is daSiffl s »e total open area (OT area at the mesh openings) ai a// tee individual Bioiubes nithm fha Utter caiaidge. WnHT-FTS-2 Rev.3©OB/21 fage2nf2 Orenco Systems® • 8DO-348-9843 « +1 541-459-4449 • www.orenco.com 4/29/24, 1:21 PM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Today's Date: 4/29/2024 iu; i^-P Description Tax ID: PIN: Legacy PIN: Map ID; Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: Tax Districts 1 04 012 041491 001700 Updated: 12/22/2022 9425 04-012-2-43-08-14-1 01-000-20000 012110710000 (012) TOWN OF CABLE S14 T43N R08W S 1/2 NE NE IN DOC 2020R- 580653 758 20.000 19.811 0 No (F-l) Foresfry-l 108 Updated: 3/15/2006 STATE COUNTT TOWN OF CABLE SCHL-DRUMMOND TECHNICAL COLLEGE MAY 022024 Ownership WOLLIN HOLDINGS LLC Billing Address: WOLLIN HOLDINGS LLCN5306 CROSSMAN RDLAKE MILLS WI 53551 Property Status: Current '; Created On: 3/15/2006 1:15:06 PM Updated: 12/22/2022 LAKE MILLS WI Mailing Address: WOLLIN HOLDINGS LLCN5306 CROSSMAN RDLAKE MILLS WI 53551 Site Address * indicates Private Road N/A Property Assessment 2024 Assessment Detail Code Acres G5-UNDEVELOPED 2.000 G6-PRODUCTIVE FOREST 18.000 2-Year Comparison 2023 Land: 34,900 Improved: 0 Total: 34,900 Updated: 6/17/2020 Land 700 34,200 2024 34,900 0 34,900 Imp. 0 0 Change 0.0% 0.0% 0.0% * Recorded Documents Updated: 3/15/2006 a Qurr CLAIM DEED Date Recorded: 1/15/2020 B CONVERSION Date Recorded: 2020R-580653 529-400;717-98 Property History N/A https://novus.bayfieldcounty.wi.gov/access/master.asp 1/1