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Home My WebLink About028-224-00-0600-SAN-2022-254 �;,:""„�%: � l � Department of Safety County (� =`• � �� ,' (+ I �13 & Professional Services, � � . , a� � y�p�Yl Sanita crmit Numb� e filled in by�o.) � _ [ndustry Services Division : �n3 °i a3� - � Sanitary Permit Application s``'``y��fr(��°'��"°°�'°"ieei �y� n ` � ln accordance with SPS 383.21(2),W'is.Adm.Code,submission of this form to the appropriate governmental unit � ' 'J �� d��+"�^ � N is required prior to obtaining a sanitary permit.Note:Appiication fortns for state-owned POWTS are submiited to Project Addres,(iCdiCferent than maSling aJdre� (f� the Department of Safety and Prufessional Services.Personal infbm�ation you pmvide may be used for secondary C(�Y/y�G �' purposes in accordance with the Nrivacy Law,s. 15.04(I)(m),Stats. `�� ""- I.Application Information-Please Print All Information F'roperty Owner's Name Parcel kn�lg.��L,li�� , Vd� , Property Owne�'s Mailing Address �T Property Location i Govt.Lot ity,State Zip Codc Phone Number (�� L �i 5 —��—3q 3� ��,, �%, se��,on� lI.Type of Building(check all that apply) �-��r# T � N R E o W �l or Z Family Dwelling-Number ofBedrooms / Subdivision Name Block# ❑Public/Commercial-Describe Use ❑City of ❑State Owned-Describe Use - CSM Number ❑Village of �,"Cown of�(��' (.(�RJ'`� _ III.Type of POWTS Permit:(Check either"New"ar"Replacement"and other applicabie on line A. Check one box on line B.Complete line C if a licable.) A. ❑ New System �Replacement System ❑ Other Modification to Existing System(explain) ❑ Additional Pretreatment Unit(explain) B. ❑ Holding Tank In-Ground ❑ At-Grade ❑ Mound ❑ Individual Site Design ❑ Other Type(expiain) (conventional) C. ❑ Renewal Befi�n: ❑ Revision ❑ Change of Plumber ist Pre�ious Permit Number and Date Issued ❑ Transfer to New Owner Expiration � � .. (�� S�f 9'�� IV.DispersaUTreatment Area and Tank Information: Design Flow(�d) Design Soil Application Rate(gpd/sfl Dispersal Area Required(sfl Dispersal Area Proposed(sil System Elevation O � � ��O 0 -l�S�� Capacity in Total #of Manufacturer :.' l�anlc Information Gallons Galions Units � U � �„ � New'1'anks Existing Tanks � o g; � � p c��a c�d a`'. U rn h v� w C7 G. Septic or Hoiding Tank O � Dosing Chamber ` CQ /�C'A I 1��`- _) 4 QfEiV W V.Responsibility Statement- I,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name(PrinU Plumb�'s Si�nature MP/MPRS Number Business Phone Number `7 l l — -�� Plumber'ti Address(Street,Ciry,Sta[e,Zip Code) � �571�L ou�71 ��'. �c2v� � �� , VI.C u ty/Department Use Only �A rc � � ❑Disapproved Permit l�ee llate Issued Issuing Agent Signature yO Owner Given Reason for Denial � `�'o� � I I��a ��^��r Conditions of Approval/Reasons for Disapproval D � z . . ' !I��j L�,r �i l �a�e R�I c� �a.a ,_ _.._... _. �' SEP 16 2022 � �� Chkr �7 I� � � C �T �� p I�Z(�J W�r ld �5`�4 1 SAWYER COUS�T`�' �� ,� - �YG�� ZONiNG ADMINISTRATiQt� Un -�I Aftach to complete plans for the s} em and submit to the County only on paper nol less than 8 I/2 z 11 inches in sizc ^�r'p,� NO RCFUNDS AFTER '` 'a ss�-639g�R.o3i22> ISSUE OF PE�ShAtT �� p�KiA��.� Wisconsin Department of Safety and Professional Services `;.� \'%, Phone:608-266-2112 Divisioo ofladustry Services �� , ,;; Web:htt�//dsps.ui�oc 4822 Madison Yards Way i� ��' ;� EmaiL'�,r_;n��i;con,in eu� PO Box 7302 ' — Madison,WI 53707 ? ti � � , �/ Tony Evers,Governor r l� � /`� k•,,;--`\��? Dan Hereth,Secretary September 15,2022 CUST ID NO.: 798301 Identificarion Numbers RYAN A STRAND Plan Review No.: PWTS-092202220-C 10571N TOWN INDUSTRIAL PARK RD Application No.: DIS-092246194 HAYWARD, WI 54843 Site ID No.: SIT-107200 Please refer to all identification numbers in each correspondence with the Department. CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/15/2024 Conditionauy APPROVED MUNIC[PALITY: DEPT.OF SAFETY AND PROFESSIONAL TOWN OF SPIDER LAKE SERVICES DIVISION OF INDUSTRY SERVICES SAWYER COUNTY SITE: ,(i..; ia,�,�....t�= .�.w<z�- GHOST LAKE LODGE SEE CORRESPONDENCE 12355N SCHEERS RD I-IAYWARD, W7 54843 FOR: Design Wastewater Flow Value: 1050 In-Ground Soil Absorption Component Manual-Version Bedrooms: 7 2.1 (May 2022-2027) Limiting Factor(s):>105" Maintenance Required: Effluent Filter SITE REQUIREMENTS • A full size copy of the approved plans,specifications,and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department,which may include local inspectors. A Deparnnent electronic stamp and signaiure shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance,compaction and use of the site. • Divert surface water from POWTS Area. • All piping shall conform to SPS Table 38430-3 and SPS Table 38430-5 • Insulate buildiug sewer beyond 30 feet per SPS 382_30(l])(c) • Tank Installation to follow atl manufacture's recommendations. • Verify property line(s)prior to installation. Owner Responsibilities • The current owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. OWNER RESPONSIBILITIES • The current owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manuai for the POWTS described in this approval and Wis.Admin.Code& SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s)referenced above. The owner,as defined in chapter 101.01(10), Wisconsin Statutes,is responsible far compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval,the Division of Industry Services reserves the right to require changes or additions,should conditions arise making them necessary for code compliance. As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below,or at the address on this letterhead. Sincerely, Fee Required: $650.00 Fee Received: $650.00 . iiii (/nii��Pr�t Balance Due: $0.00 Tim Vander Leest Refund Ex ected: $0.00 POWTS Plan Reviewer Division of Industry Services Phone: 608-516-6134 Email:tim.vanderleest@wisconsin.gov PAGE 1 OF 5 In-Ground Dosed-Gravity Plan Index & Cover Sheet Component Manual Design References: in-Ground Soii Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 5 Index & Cover Sheet Pg 2 of 5 Plot Plan Pg 3 of 5 Dispersal Area Cross-Section & Plan View Pg 4 of 5 Pump Tank Specifications Pg 5 of 5 Management Plan Attachments: Enclosures: Pump Curve POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description Owner Name(s):�� ,� p � � L Phone: ��- R'G� -5�_ Owner Address: ��3��15�A,�r� �,�9,. L-�y��2,r0 � i�j,,_ Zip: _.��f.:� Project Address: SCu,v�.,P Govt. Lot: _1/4 of 1/4, Section��, T�N-R C)(o E ❑or W Q Township• Gj h'j��!- (�,� County: ��;�QX' Project Parcel ID #: ��'—��,—(�Q -- �(�� }��ry Q � � �U `p�� Designer Information Designer Name: ��j'� Phone: ��-�>`� - 7� Designer Address:�� Z�p; �"j�g-t�� E-mail: ._ , ��- ,>_� «; <��»>,,. f.. License Number: �C'f�k�j Conditionally APPROVED Remarks: DEPT.OF SAFETY AND PROFESSIONAL SERVICES DNISION OF INDUSTRY SERVICES �, 1/a,,,.,� .��t SEE CORRESPONDENCE __ _ _ � -_ — � Signature: � Date: �� —� Original signature required on each submitted copy. OWnPr' Q G hos� �e��e L o�G. �ewd-,�res LLC. l z3ssnl sc l�ec•,-5 2 1 Scale ��=SO �4ywcerd,w� syB�t3 ° '°�:' '-°�"° so Les�(= � S4w�er CO.� S�>der�4��Tw� \ 5' 3(� T4znl 2ofoW , Co�..d.os # �0,-7,8,�t . . . � \ �' �Z8—ii�_oo — ob0o p-100 � 0 800 6 _*86.19� b4o0 � ��\\ �C � �I° \GSa C�M~°� s �� \S� • ``Q�r��, ; �CQ,�r �`� �S C ��°�� e �sF � � � s �io .� �,, ��'��{ 9 .ah roo na;I,,r;b6on i�P a s;de a5 �+ � :`� , ,� a,� 2`t" ��.4-�g�r�ce '* ° N"•. B i. 9a.�s' aq�.3$� � 3 �: \� z. y-r.g6� � ��,y� \�:� �h`nr ��,rA"1 .N � N 3, 9g.z�' ��'.cQ � � ,�I So:�s� Sc�s�e,,,� eI. 45� 4 �h �tioo �.ra�c 43—4(,'} c�' Q" xLL p� �� # ` e.s�- B��Srwcr F'f5� ,� � 7 „ � �� :S g .. , u 9!.fe °n," � Q a � a � ,. �� 4 is r ' ;rj '� ��+ ST�N � �� s '� � oa� £sk eT a,�< ssr.i� �, u\ ��i �►1 f sz� "s � Uj ( A '( w Sa O� � IN-GROUND GRAVITY DISPERSAL AREA / . S�`'"° ��°/"is'"''"°`a``°,�`: Uniform Elevation Trenches with EZ1203HP Bundles — `L/ I `O 6 Pt��nk(s)Volume(s): 3-ft Trench (down-sizing credit) ��9•�1 _._—__{lril pal __gal �—�—� -�_._.�_,�_�, _�— E(Iluynl FII�r ManufacWr�r: --,�-- .�. ��ev�c �� , a - 7'--�—J ,- ��L_ p L'�intexlW�r I �� "�p�� iJ� EfflunN Flllur Modollh r�l77� 7. 'Z � . Cwur -- I � , _ — (lyplutl) � SOILCCT/GIi ._ . = I_ . . ___ .-.__..__. .._. ._.._._.. ___.._. _._.. ,.,, TYPIGAL TRENCH i�i�n.v«ii�:n- ' ;; CROSS SEGTION VIEW d�ry�lli py��yr.:�q _L - r - -, -�.- • :. �NO ucCal2� pgSERVA'f10N PIPC DFTAII. / ` . . p `' �Nnur.uln) S stnrn Elevntlon=�_fl. • . . `;""w-�y�19"' y� SIiI�C;q�flamul —PMiI!:ImtlCl�Hlu �fY��Cr7�� Provide minimum 3 fl o��xeN�nx��Hx�n� FC��f7�Ibf1UCtW(3E;O �fQfIC�IES. 4"41PVCPi�x�---!`� —loprroACowx Iapal��yxilalnn�Nnnlu '•�� (min.11tvtl) :d ni nbuvn Inivhnd pmOn (A)1/9,-I/."X li'.".Wln _. 7YPICAL TRE NCH (Shrnv Inr.alion of inlal I oulint pipo connor.linn nn pinn view.) p,}�� :�i�:�� PLAN VIEVd Anr.l�nnnq U�wicu— r". -IMilUinxm Ob:anv:ilnm PIPo slwll lm InahiYitl .SuAnr.o (No Scale) � � �n��uicunubulwuunrowumlu. .�-- Perforated Laleral O�]gC1y;111M1 PI(1O — -r` I�YPical) bvtdr�p Ov��c`�q I_ —;_._..__ .__- -. _.. .- - - - -i/- -- - -- -- -- --- -. -___ �.-..-�:_-.-��- >-=`'-_�� I� � -� ��:--� _ _- /f- - -. ..- - -- -- - -_�:� ^- =--JI � A(tvn3'`0 ft .n ' L--__:-_= m _ -- - � I---------------- B- .---- rc - . __------- _--- _ _... - - --I c,,, <<vri��i� O INSI'�LL PER TRENCI-t: -- EZ1203h1 Bundle .T ---_ —-. ._ — ___.--- (rypical) _„�,� 10-f1 bundles c� 50 ff' EISAlunit= S UO ft' (mra by�nn�tra�or sys�r.nis,�nr,.� �' Install pureuanl to mnrndaclurers Instrur.11ons. + __ ,-ft bundies @ 25 fl` EI5A/unit= ft' — ___--. .._ ----,._—_...--...___ ____---...----- Proposed EISA prr trenr.h= �,{�„ ft' flequirnd Infiltr�tion Aroa= ,�S O r) fP Distribution Melfiod: x �.. trenches = Proposed Total EISA = /S;� ft� // �i lLLLGam� `r-.ah l .� RESET ' ' � PAGE 4 OF 5 GRAVITY-DOSED SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 4•9�e��Ape >70 ft hom Building Electrical must camply wilh 12'Min.or 2.0 R a6ove SPS 376 arM NEC 300 Esfablished Flood FJevaHon W�� F�ctend manhde riser as necessary. (A'w�aq �� Jundb�eox IMPORTANT: ve"��P wAiP��i L�ibe�qtyched (rypirep Anchor tank(s)as necessary �co�d��i pursuant to SPS 383.43(6)(g) 4'Min.w2.0 ft above Esleblished Flood Elevation (bPimq �AirtigM Seal Finished Gratle � Quick Disconned 18"Min. CAPACITIES @ ��gaUn y . tba�mo Depth(in) Volume(gal) • a � A � �T7 L — *� w�v �nrwwea�a��wm B Z.O � ' �e Approved Pipe 3 ft onto S� . n � A Salid GrourM �� I ' (hPicat) � � I I I p � � n��, /. �B � ��_o� [� c] PUMP-OFF �— P°`"0 �_ar ELEVATION = ft *Pump Tank Liquid Level = L�J �in � ° INSIDE BOTTOM Force Main Diameter =�`in ! �°^��'e e� ELEVATION = �j ft Force Main Length =��ft 3'Approved Bedding Matenal8erreath Tank Force Main Void Volume =�gal [C] Total Dose Volume TDV = ��?=gal/dose (<0.2X design flow+force main void volume) Vertical Lift = ��ft PUMP TANK: SEPTIC TANK(S): Volume = �Z��gal Total Volume = ?SC=gal Manufacturer. ��/i�eS e a� Manufacturer(s): Gc. �`.,�c, F>e� Pump Manufacturer: � � ,P// o,� install approved effluent fiiter at the septic tank outlet Pump Model: �i�� J�� S' (gyyatladied pumpcurve.) �mmediately upstream of the�umo tank inlet Controls/Alarm Manufacturer. �$_�� ,�ti,�L.,�„ Filter Manufacturer. /I f�, ` �-6P. ( .�i^2!n�•.�� iy - c. Controls/Alarm ModeL• jl7l y�,.; Filter Model:�- T—�f3 �, • Float switches containing mercury are �rohibited W1250-MR TANK SPECIFICATIONS � 104" DIMENSfONS: � o' WALL: 2 1/2" a a BOTTOM: SEPTIC 3" � o HOLDING 5" (ADD 1300 LB.� a a COVER: 4" MANHOLE: 24" I.D. PRECAST CONCRETE RISER � HEIGHT: 72 1/4" O.D. �ii � � LENGTH: 704" O.D. + � � WIDTH: 86" O.D. - . / 4" CAST-A-SEAL \ 4" CAST-A-SEAI. BELOW INLET: 53" O.D. � i� LIQUID LEVEL: 47" � rc o WEIGHT: 7,220 LBS. '" 024°� � � INLET AND OUTI.ET: o 00 TY� � 4" CAST-A-SEAL BOOT OR EQUAL w � GASKET, CAST-A-SEAL B00T OR EWAL � � � � FILTER OR BAFFLE / INLET AND OUTLET BAFFLE AND FILTER: m 'a WISCONSIN, SEE DETAIL �10 � � � �_ _� � (OTHER STATES SEE CHART) �a Q � UQUID CAPACITY: 26.81 GAL/IN � � N HOLDING TANK: ��^. OUTLET HOLE PLUGGED TOP VIEW AC1l1AL CAPACITY: 1,340 GALLONS � � LOADING DESIGN: 8' 0" UNSATURATED SOII C� � 0 � d MN TA�LL HAVE ONE VENT OVER OUTLET � o �I AND WILL HAVE TWO VENTS IN COVER OVER INLET � � N OPTIONAL RAT COVER `� IS AVAIIABLE FOR EXCHANGE TANK CAN BE USED AS: W o � FOR DOME COVER. SEPTIC/ HOLDING/ PUMP OR SIPHON � � 00 COVER: MI% DESIGN /�8 (NO FIBER) W � 00 INLET - TANK: MIX DESIGN p10 (STRUCiURAL FlBER) �� _ _ - OUTLET � n CUSTOMIZE� TANKS: 3 N �n FOR CUSTOM TANKS CONTACT WIESER CONCRETE n a m �' M � V ^ sY U ' � N d a a _ o J 0 z�.. � a � � Q N K � � Z Z Q o � � JOB INFORMATION : N � o � ; CUSTOMER: w � ]O8 NAME; N � SIDE VIEW pATE NEEDED: SHEET N0. APPROVED BY: APPROVAL DATE: �OF 1 TANKS ARE MANUFAC7URED TO MEET OR EXCEED AS7M C-1227 REWIREMENTS i � WLP2500 TANK SPECIFICATIONS p 183}" o a DIMENSIONS: ' v�i WALL 3" a � BOTTOM: 3" - .- HEAVY - 5" o COVER: 6" MANHOLE: 24" I.D. PRECAST CONCRETE RISER �� HEIGHT: 52-3/4' O.D. ' LENGTH: 183-1/4" O.D. 4" CAST-A-SEAL 4" CAST-A-SEAL WIDTH: 101-1/4" 0.0. "' � � BELOW INLET: 41" O.D. N �o � � LIQUID LEVEI: 36" =« m24 1 /� \ WEIGHT: TANK - 3" BO?TOM 12,560 LBS. - o j� / 1 TANK - 5" BOTTOM 15,527 LBS. w � � � '/ � WEIGHT: COVER 9,300 LBS. � � FlLTER OR INLET AND OUTLET: m � � BAFFLE 4" CAST-A-SEAL BOOT OR EOUAL � � � a k' INLET AND OUTLET BAFFLE AND FlUER: a o � N15CONSIN, SEE DETAIL M�� o -- (OTHER STATES SEE CHART) W� 1� " � LIOUID CAPACIN: 69.44 GAL/IN W �. � TOP VIEW HOLDING TANK: V x � OUTLET HOLE PLUGGED C o ul ACTUAL CAPAGTY; 2,639 GALLONS p � 0 z 0� LOADING DESIGNr 8' 0" UNSATURATED SOIL � a N � � N TANK CAN BE USED AS: M SEPTIC/ HOLDINC/ PUMP OR SIPHON W � I � i O a w tD I COVER: MIX DESIGN �6 (NO FIBER) � � T � � TANK: MIX DESIGN //9 (SMALL FIBER) � � INLE7 - CUSTOMIZED TANKS: � r - -- - — _ - � QIIiLET FOR CUSTOM 7ANK5 CONTACT WIESER CONCRETE ; � o a ;,a. - v� N ' �. a U a - � a � � d p � n U O� Q � � c � d n � N p Z Z _ ._-- —_- � E o 1 JOB INFORMATION : � o � CUSTOMER: _ W j � w SIDE VIEW JOB NAME: � DATE NEEDED: -- SHEET N0. APPROVED BY: TANKS ARE MANUFACTURED TO MEET OR EXCEED AS7M C-1227 REOUIREMENTS APPROVAL DATE: �OF1 PAGE40F4 In-ground Dosed-Gravity Management Plan IMPORTANT: The owner of this in-ground dosed-grevity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382384,Wisc.Admin. Code. Pursuant to SPS 383.52 (2),Wisc. Admin Code, this system shall be considered a human heatth hazard if not maintained in accordance with this approved management plan Furthermore, ali inspection and maintenance activities shall be perfortned by a registered POWTS Maintalner in accordance with SPS 383.52 (3),Wisc.Admin. Cotle. Maximum Disaersal Area Ooeratinq Limits: Design Flow= �(� $`C) gpd; BODS<_ 220 mgL"'; TSS <_ 150 mgL''; FOG <_30 mgL"' Insoection 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 treatmeM tank(s) and any distribution appurtenance(s) (i.e., distribution 1 drop boxes) o neglect or improper use(i.e., exceeding design capacities, prohibited adivities, 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 Seotic and dose tankls) 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(sl shall be inspected every 3 years and shall be Geaned when necessary to remove any acwmulated 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 canpany: �_��{� �� Phone: � l,S 'SSC�—1 b>�j Local govemment unit: M��fr phone: 'Z L,S��0,3�-C—�rZ(.� Local govemment unit address' [n nhEC.°/l�jr� �Jf. �'� �.�-f �Z�p �Es��.. � ��h'� 3 Any defedive 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. Continaencv 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-detertnined area of suitable soils. System Abandonment If use ot this POWTS is discontinued, it shall be abandoned in aaordance with SPS 383.33, Wisc. Admin. Code. _ � PSC-Series Biotube� Effluent Filters Applications --- Handie Orenco PSGSeries Biotube Effluent Fitters are designed to remove �.:•, -' solids from effluent Ieaving was[ewater tanks. General - "`�'� Orenco's patent-pending PSC-Series Biotube Effluent FiRers are used to improve ihe quahty of ettluent from wastewater tanks Improved effiuent quality extends drainfield Irfe in onsite dispersal systems and improves the performance of downstream treatment in effluent sewers. The Biotube fitter cartridge fits tightly in the housing while being easy Biombe fitter to remove for maintenance The passivety self-cleaning design extends ca:,ridge maintenance cycle imervals Fifter mesh is available in 1/8in or 7/16in (32mm ar 1 6mm) mesh opening s¢es. The handle can 6e extended wrfh PVC pipe(not includec�for better access:a the cartridge A 3/4in(19mm)diameter tee handle is inclutled. Models PSCS0621-18 and PSCW0621-18 are NSF 46 certified. Standard Models PSCS0621-18,PSCW0621-18,PSCPS0621-18, PSCPW0621-18 y � � Product Code Diagram '`��— Deflecror plate PSC C 0 06 21-18-❑ TT i Fba�s�vikh Ma[k¢�pplqn I e��w= w nox�s�aai bacNe;as�ailed Optional ----- � �� - matswi�mbracl¢;',n�ta�iec � 0 = �a use wim aencc M-ures uni. f102t SwRch nE = noat mitrn brxket inra�iec and`a use I br2Cket { I , xiN Grercn M-series Wnks � � Cariridge reig6!,m(mm;. � iB �<'fi(C5n ' �, Fnerwisingheiv'�Yn(mn) , . I 21 27($33) . I &r('SOmm�fitter mame[er uN1Et�e¢ Housing � w- �ncwaes aaau�er ia Tsroe 3oac wi�ei .. s rascnee��eaomrt��ee = SMa�mesh op6m in(mm) BIaNc- '/8�3.21 ^ = 'n6p6� �SL�Saies Bqtu62�¢1flu¢M tY.er Materials of Construction Fbusing PVC,ABS BioNbe fitter cartridge Poypropylene,DCPD Handle components WC,stainless steel Orenco PSC-Series Biotube Effluent Filter Deflecror plate pgs _ � � -- — O i I , o00oa o � ogo 000 �o� �o ; o00 000 0 0 �oa o 0 0 0 0 0 0 0�0 �o� o00 � � o�o o°a o�o �o� �oo i . � o°o o°o o°o �o° o00 A B � �°� o�o o�a ao� o00 1 o°o o°o o�a �o� �oa D o�o o�o o�o �oo 000 , o°o o�o o°o �o� a o o � o 0 0 000 � ; o00 000 0�0 �o� �oo 0 000 000 � I � � o00 000 000 °o° o00 � � o 0 0 0 0 0 000 0 0 -- o°o o°o o°o 000 000 � i , o00 000 000 °o° °p� � 0 0 0 0 000 000 000 00o apo ' o00 000 000 oa o 1 � o°o o°o o°o °o° °�° o°o o°o o°o °o° o00 o°o o°o o°o °oo 000 000 000 000 000 ooa E 0 0 0 0 0 0 0 0 � o°o o°o o°o °o° o00 ' o�o o�o o�o �o° °�� o°o o°o o°o °o� a°o 0 ; o°o o°o o°o ��. 000 000 j o00 0°0 0°0 °o� �o� ; , o 0 0°0 0°0 °oo 000 ' o0 0 0 0 0 0 0 �o o�o o�o oQo oQo i � o°o o°o a°o °o° �°� I � � o°o o�o o°o °o° °°o � j � o 0 0°0 � � o°o o°o o°o °oo o°o i � . °o° o00 000 °o° �o� � 000 ODO O�O �p0 O�O � A�O O�O O0p Op� �p� I O ! O O O O O O p� O O 1 ! O�O O�O O�O pOQ Op0 ,� � � , O�O O�O O�O O O� ' � OQO ODO OQp �p� �p� � O�O Op0 Op0 DOO O�O OQO OQO ODp �OQ O�O i i O�O O�O O�p �p� �pa 0�0 O�O p�0 �p� OpO� � O�O O�O O�C �O� p0� , O , O�O O�O O�O �00 O�O � i ' �. O p�Op O OQO O�Q '� i � ___- O O i ____ ___—___--__.-_—�_ �-___ �— --.-w. F Spec' 'cations Modei PSCS0621-18 PSCPSQ621-18 A. Overall heigM. in (mm) _ 22 7 (57T, — 22.7 (577� B. Housing height. in (mm) 21 0 (533) 21.0 (533) C. Cartridge he�ght, in (mm) 17 75 (451; 17.75 (457) D. Outlet pipe diameter. in (mm) 4 5 (114', 4.5 (114) E. Outiet height to inveR, in (mm) 13 5 (343) 13.5 (343) F. Deflector plate diameter, m (mm) 6.63 (168) 6.63 (168) Mesh s�ze m �mmi 1�8 �3 2? 1/16 (1.6) Filter surface area, ft� (m�j` 6.3 (0.59) Flow area, ft2 (m�" 6.3 (0.59) 1.9 {0.18) 1.9 (0.18} 'fider area is definetl as the tota!sar/ace area of ali ind'rddua!Bah�bes within the IiR.er caRridge. 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