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Home My WebLink About026-939-31-2307-SAN-2022-224 � Industry Services Division Counry v1 , � 4822 Madison Yards Way Sawyer � - , _' Madison,WI 53705 Sanitary Permit Number(to be filled in by Co.) � i P.O.Box 7302 Madison,WI 53707 C9 3 q � � 3 �yjJ Sanitary Permit Application s`�1e�r�°sa°`;°°"�°,e" � In accordancc with SPS 383.21(2),Wis.Adm.Codc,submission of this form to thc appropriatc govcmmcntal unit ��q?j " � `� is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(if dift'erent than mailing address) `� the Department ofSafery and Professional Services.Personal information you provide may be used for secondary 144N Count HW 68 -�� pueposes in aceordance with the Privacy LaH�,s. 15.04(1)(m).Stats. y y L Application Information-Please Print All Information Property Owner's Name Parcel# Scott Kieper 26939312307 Property Owner's Mailing Address Property Location 5144N County Highway BB �o,�.Lot Ciry,State Zip Code Phone Number Stone Lake WI 54876 W�� a.NW ��_. scction 31 IL Type of Building(check alI that apply) Lot# T39 N R 9 E or W �l or2 FamityDwelling-NumberofBedrooms 2 SubdivisionName Block# �ublic/Commercial-Describe Use ❑City of ❑State Owned-Describe Use CSM Number illagc of �roW„of Sand Lake 111.Type of POWTS Permit:(Check either"New"or"ReplacemenN'and other applicable on line A. Check one box on line B.Complete line C if a licable. A' ew S stem �--��e lacement S stem ther;vlodification to Existin S stem ex lain Additional Pretreahnent Unit ex laui � Y• ��/µ� P Y• S Y� ( P ) ❑ ( P ) u R' ❑liolding Tank ❑In-Ground �At-Grade ❑✓ Mound Individual Site Design Other Type(explain) (conventional) C• ❑Renewal Before �Revision hange of Plumber �Iransfer to New Owner List Previous Permit Number and Date Issued Expiration g7- Q y3 Sl�Y $'� IV.DispersaUTreatment Area and Tank Information: Design Flow(gpd) Design Soil Application Rate(gpd/sfl llispersal Arca Required(s� Dispersal Arca Proposed(s� System Elevation 300 .7 1.6 300 97 Capacity in Total #of Manufacturer Tank Information Gallons Gallons Units � � o ,�, _ Neµ�Tanks Existing Tanks � o y 2 � � � y a. U ln �, �n i�. C7 0.. Scptic or Holding Tank 84� 8L�0 1 Wieser � Dosing Chamber 5�� 5�� V.Responsibility Statement- 1,the undersigned,assume r ponsi ty for nstallation of the POWTS shown on the attached plans. Plumber's Name(Print) Plumber's matur MPlMPRS Number Business Phone Number Dan Burch 253808 715.416.1642 Plumber's Address(Street,City,State,Zip Code) N5921 County Hwy K Spooner WI 54801 VI.County/Department Use Only �Ap ❑Disapproved Permit Fee Date Issued Issuing Agent Signature ❑Owner Given Reason for Denial $ /�V.ea p/( � �`r�' �/� - 1 •V� Conditions of Apprav�i/Reasons for Disapproval ,� � � � ��a �� ' � � '1'1'7 -, -�`-- `1 p, ''��{5:7�, , �, � ,{r� ■ ■ �� O�� l ��Ir��..�� _ ��.t �l�L'J,�1 J� e�._J�-----' �-z 1�1e�,�/ Wor t a� 3 aSn��',� ;=�_ -- _-----� � �� C S T a--a — I S� ,�� '�,'_; �'"e� � � �� _; �� Attach to cnmplete plam for the aystem rnd submlt to the County only on paper nnt less than N IR x 11 Ineher hrfize------ "�� ` �. �;, e"'ll +r.`'�'�� .r.''e':Y . ..: _r,. ., . SBD-639R(R.Q2/22) �U'�,. ._.;`,_;s':'...,. , ^��:::�a NO REFUNDS AFTER ISSUE OF PE�t?JIfT �/o35'I ,.`�,c�.;x�'t.•:y�,. Division of Industry Services ',`�' 2331 San Luis PI � � R�y• Green Bay,WI 54304 y`��D ��', www.dsns.w�. ov '#i� �'SPS :�.,� `.; t. ,.; N' Tony Evers-Govemor ��r��"+�+��'` �� Dan Hereth-Secretary August 24,2022 CONDITIONAL APPROVAL Cortdi[io��ally PLAN APPROVAL EXPIRES:2024-08-24 APPROVED Plan Review:PWTS-082201993-C DEPT. OF SAFETY AND PROFESSIONAL DANIEL N BURCH SERVICES N5921 CountyHighwayK DIVISION OF INDUSTRY SERVICES Spooner WI 54801 _ � � � ;� � SITE: Kieper, Scott ! ��!G�"' 9 Town of SAND LAKE Sawyer County Total Amount: $250.00 SEE CORRESPONQENCE FOR: 300 gpd—2 BRs—Replacement 30"Limiting Factor—Effluent Filter—Maintenance Required Mound Component Manual—Ver.2.1 (May 2022-2027) Pressure Distribution Component Manual—Ver.2.1 (May 2022-2027) The above submittal has been reviewed for conformance with Wis.Admin.Code(WAC)&Wis. Stat.,and has been CONDITIONALLY APPROVED.This private onsite wastewater treatment system(POWTS)shall be installed in accordance with the enclosed approved plans and any above referenced component manual(s)and specifications. The owner,defined in Wis.Stat.§ 101.01(10),is responsible for compliance with all code requirements. Prior to install,a sanitary permit shall be obtained from the county where located and inspection shall be arranged per Wis.Stat. § 145.19 and 145.20(2)(d).No person may engage in or work at plumbing unless licensed to do so per Wis. Stat. § 145A6.A copy of the approved plans,specifications,and this letter shafl be onsite during install and open to inspection by authorized representatives of t6e Department.All permits required by the state, county,and local municipality shal]be obtained prior to commencement of any construction/install/operation. This approval shall be subject to the following conditions: • Prior to any work in or near POWTS disaersal component area,soil moisture content shall be checked at devths from 0 to 8-inches. Smearing&compacting of wet soil reduces infiltrative capacity. Bv hand,a olg f ball size soil sample shall be kneaded&rolled into a ball.If it can then be rolled into a wire down to 1/4-inch thick, the site is too wet to proceed; if it crumbles before reachin� U4-inch thick,the site is d �r� enough to proceed. • Prior to plowing POWTS dispersal component area,tall grasses and shrubs shall be cut short and this and all loose organic material shall be removed from the area to prevent matting. • Areas occupied by rock fragments,tree roots,stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available,in the POWTS dispersal component area,trees shall be cut off at eround level and removed,along with boulders;stumps and roots shall remain in place.A larger infiltrative area is necessary when any of the above conditions are encountered. Page 1 of 2 • POWTS coropunent areas&horizontal setbacks shall be oreserved prior to and during construction— prcvent disturbancc,compaction.fill or use of areas. • Horitontal setbacks of all POWTS components and lines,especially from buildings,OHWM of navigable waters,and welis,shall be veriFed prior to install to confonn to WAC§SPS Tablc 383.43-1. • Was[ewater from con[racror eyuipment&tool usc&cleaning and leftover pmducts shall not be discharged to POWTS but shall be otherwise properly disposed of on or off site. • Tank install shall conform to all manufacturer's requirements. • All piping shall conform to WAC§SPS Tables 38430-3 and 384.30-5. • Insulation of building sewer length beyond 30 feet shall conform to WAC§SPS 38230 Q I)(c). • Existing,unused POWI'S componeuts shall be abandoned per WAC§SPS 38333. • Surface water diversion/drainage away from all POWTS component areas shall be provided. • Changes impacting dosing require state verification of TDH&GPM specifica[ions. • For new construcfion,it is recommended to not activate dose pump(s)until all tanks are pumped by a DNR ccrtified septage servicing operator afier co�clusion of all significant construction and interior finishing. • Submitter shall provide owner a copy of this letter,the owner's manual&management plan,and all instructions for proper operation&maintenance of this POWTS,for which the owner shall be responsible,per WAC§SPS 383.54(l).Owner shall provide this intormation to any subscquent owners. • Owner shall report each inspection,evaluation,main[enance,or servicing to county per WAC§SPS 383.55. • If any POWTS compocent malfunetions so as to create a heal[h hazard,the owner must follow the contingency plan described in this approval. In granting this approval the Division uf Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance.Nothing in this approval shall relicve the designer of the responsibiliry for designing a safe buildi�g,struc[ure,or component,per Wis.S[at.§101.12(2). [nquiries concerning this correspondence may be made to mc at the telephone number or email listed below. Best Rcgards, Jake Shedivy�POWTS Plan Reviewer �cob�h�dicv�.n it�i.��qc�608-261-7932 Page 2 of 2 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Resid'ential npphr,.itiun INDEX AND TITLE PAGE Project Name. Kieper Mound Owner's Name Scott Kieper Owners Address 5144N Cry Hwy BB Stone Lake WI 54876 Legal Description: W12 NW 1/4 S31 T39N R 9 W Township: Sand Lake Counry: Sawyer Subdivision Name STRY SERVICES Lot Numbec 2 � //,[' +�� v Parcel I.D Number 26939312307 _ —___. Plan7ransactionNo_ ��_.� �;pRRESPOPvDE�!'."� Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Designer Dan Burch Ucense Numbec 253808 Date 05/13/22 Phone Number 715 416 1642 Signature. Designed Pursuanl!o the Mountl Component Manual for POWTS Version . , and both SSWMP Pubtication 9.6 Design of Pressure Distnbution Networks tor ST-SAS(O7l87)and Pressure Dislribution Component Manual Ver. � ' Version 7.0(R 11/t2) Page 1 of 7 Mound and Pressure Distribution Component Design Uesiyn Wuil�shc•�-:� Site Information �I; oi C� R�' Residential or Commercial Design Nole� Sand till(D1 calwlatwns assume a � 200.00�, Estimated Wastewater Flow(gpd) TaDle 383-44-3 in-situ sod treatmenl for feCal coldorm of<=36 mches. 1.50 Peaking Factor(e.g. 1.5 = 150%) 300 00 Design Flow(gpd) . 0.00 Sde Slope(%) 96.50 Contour Line Eievation(ft) 30.00 Depth to Limiting Faclor(in) OJO In-situ Soil Application Rate(gpd/ftZ) Distribution Cell Information 40.00 Dispersal Cell Length Along Conrour(ft) = 7 50 Cell Wldth (ft) 1.00 Dispersal Cell Design Loading Rate(gpolft . 1, Influent Wastewater Quality(1 or 2) Are the laterals the highest pomt in the distribution ! Y Pressure Disribution Information network� f ntor Y �x N (C ui k'� , E' Center or End Manifold 3 75 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point , �. 0.250 Ori(ice Dfameter(in) 3.00 ��r�ni�tc-d Orifice Spacing (ft)= 11.54 ft'/orifice 1.50 Forcemain Diameter(in) 100.00 Forcemain Length (ft) Does the forcemain drain back? Y 90.00 Pump Tank Elevation(ft) F nt, � Y„r N 3 25 System Head(ft)x 1 3 9 18 Forcemain Drainback (gal) 6 50 Vertical Lift(ft) 35 34 5x Void Volume(gap 8 00 Friction Loss(ft) 44 52 Minimum Dose Volume(gaq 0.00' In-line Filter Loss(ft) 3029 System Demand (gpm) I 17 75 Total Dynamic Head (ft) Lateral Diameter Se�ection Manifold Diameter Selection in dia options choice in. dia options choice 075 ' 125 x 7.00 �, 1.50 z I x ' 125 2 00 ; 1 50 x x 3 00 ; 2 00 x 3 00 x Gallonslinch Calculator�opuonaq Treatment Tank InTormation . � Total Tank Capacity(gal) 840A0 Septic Tank Capadty(gap Total Working liquid Deplh(in) Wieser Concrete Inc jManufacWrer �� gaUm (enter resWt in cell 849) Dose Tank Information Effluent Filter Information 500A0 Dose Tank Capacity(gal) Polylok Filter Manufacturer 11 82 Dose Tank Volume(gaUin) I525 pilter Model Number Wieser Concrete Inc Manufacturer Pro�ect Kieper Mound Page 2 of 7 Mound Plan and Cross Section Views — —f 1/�� 0 J Observatwn Pipe _� K O � A w � I —� B � . I 3 -f- -�-- 1 L Mound Component Dimensions A 7 50 ft E 6 00 in H 1 00 fl K 6 68 ft 8 40 00 R F 9 50 m i 5 38 ft L 53 75 ft D 6 00 in G 0 50 ft J 5 38 fl W 18 25 fl 300 00 (ft') Dispersal Cell Area 730 00 (RZ) Basal Area Available 7 50 (gpd/tt) Linear Loading Rate 4A0 (R) 1/10 B Obs Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Gratle 9879 (fq —> � G � � H � ,,. tF D�sversai Cen , 97 50 (fry Lateral 97 00 (ft)�• — --- Invert DispersalCell ��. ��j] � � � � � Elevation � � (] — ❑ � ❑ 4 r---- 96.50 (ft)Contour Elevation OA % Site Slope Geotex6le Fabric Cover Shading Key d �' � Dispersal Cell See laterei detaiis on ��] � Topsoil Cap o n 1.5 ft Page a for number. � �� Subsal Cap � o � � /''�) � size,and spacing of � (_� ASTM C33 Sand " ' � / — laterals. Laterals are � Tilled Layer � y 0 5 ft ivwcai�atera� F equally spaced irom ihe distnbution cell's Q � Aggregate a p � � centedine m the r A--« disiribu�ion cell(AxB). Project Kieper Mound Page 3 of 7 End Connection Lateral Layout Diagram Lueu-.�nr.�v.f:.ve�� e .�. :Jm�.o.i..n •= TurmupMbill..�beorcle�nwly�uq P -� � Alllaq�ali�reWmrx_al �.�J(—.I Mule;Eiieden�L<l.orri.m�vrLelNasl �� 'VY iIW:V]�:Yd .� __ _—_—_—___""___—_—_L_.� F VIC4I0 LO pryplpMNJO vi��4«OI�:4>•;In rti if'N041 H.XN G�AId LslerMi CtF?rr.emain `..cti 40['++�: pei ':F'L Tabl> 3r:4 3�l�. Number of Laterals 2 Oritice Diameter 025 m Lateral Diameter 1.50 in Onfice Spacing(X) 321 ft Lateral Length (P) 38.52 ft Orifices per Laleral 13 Lateral Spacing (S) 3J5 ft Orifice Density 11 54 ft�/orifice Lateral Flow Rate 15.t5 gpm Manifold length 375 ft System Flow Rate 30 29 gpm Manifold Diameter 1.50 m Total Dynamic Head 1775 ft Forcemain Velceity 5 50 ft/sec Dose Tank Information Lockirg cover wAh wammg ^ label and locking AeviCe and '�� sealetl watertght Eleclnwl as per NEC 300 and—� SPS 316JW WAC �4 in.min. DisCOnnecl �_ � Tank com0a�n1 is properly ventetl >- <-- Allemate ouUet � localion Forcemam tliameter Wieser Concrete Inc Manufacturer � 1.5 in. Capacd 500A0 Gallons Volume 11.82 gal/mch A Weep hole or anti- DIrt1@fiSiO IfiCh05 Ci8110f1S g siDhon Cevice A 24.53 290 00 B 2.00 23 64 C Pump oH elevation(11) C 3J7 44 52 � � 91 00 D 12 00 141 84 p 7otal 42 30 500 00 Dose tank elevation(ft) 3" Bedding under tank. �- 90 00 Alarm Manuafaeturer�SJE Rhombus ��. Note Switches Alarm Model Number�Tank Alert ! contaming mercury � may not l�e used m Pump Manufacturer IZoeller I �his sys�em Pump Model Numbeq 152 Pump Must Deliver 30.29 gpm at 17.75 ft TDH ProjecY. Kieper Mound Page 4 of 7 Mound Svstem Maintenance and Operation Saecifications Service Provider's Name Burch Plumbing I. Phone 715A16.1642 �� POWTS Regulator's Name Sawyer Counry Zomng � Phone, 715.634.8288 Svstem Flow and Load Parameters Deslgn Flow- Peak 3�0 gpd Maximum Influent Particle Size 1B m Estimated Flow-Average 200 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 840 gal Maximum TSS 150 mg/L Soil Absorption Component Size 300 ft' Maximum FOG 30 mglL Type of Wastewater pomestic Maxlmum Fecal Coliform >10E4 cfu/100 mL Service Frequencv Septic and Pump Tank Ins ect andror service once eve 3 ears Effluent Filter Should ins ect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test monthl Pressure Syslem Laterals shoutd be flushed and ressure tested eve 3 ears Mound Inspect for pondmg and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and matenals conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2 Dispersal ce�l aggregate conforms to SPS 384 30 (6)(i). Wis Adm Code 3 All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5 7he mound strucNre and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce host penetra6on. Lateral Turn-up Detail Finished ,.... • •••••......... Grade vi� 6-8" Diameter Lawn � ~''-'` Threaded Cleanout Sprinkler Valve Box . � � � �_ Plug or Ball Valve Distribution � � y Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Kieper Mound Page 5 of 7 Mound System Management Plan Pursuant to SPS 383.54,Wis.Adm. Code General This system shall be operatetl m accortlance wilh SPS 382-84 Wis Adm Cotle,and shall mamtained m accortlance w�th As' component manuals . ,SSWMP PublicaGon 9.6(01/81�,an0 Pressure D�slnDuuon Component Manual Ver . . � antl local or slate rules pertaining to system mamtenance antl maintenance reporting No one should ever enler a septic or pump tank since tlangerous gases may be present that wu10 cause deal� Septic and pump lanh a�andonment shall Ce in accortlance wit�SPS 383 39,Wis.Atlm Cotle w�en Ihe tanks are no longer usetl as POWTS components. SepGc or pump tank man�ole risers.access nsers and covers shoWG De inspeUetl tor water Ightness and soundness Access openmgs use0 for servree antl assessment shall be sealetl wateNqht upon�he comp�eUon of service Any opening deemed unsound. tleledrve,or suaect lo failure musl De replace� Exposed access openugs greater than 8-inches�n diameter shall be sewred by an eNective bckinq tlevice to Orevent acodental or unauthorizetl entry inlo a tank or component Seotic Taok T�e sepOc tank shall be mamtainetl by an intlrvidual certfied to service sepl�c tanks unAer s 281 A8.Stats. The contents of the se0��ank shall be disposed of in accor0ance wilh NR 113.Wis Atlm.Cotle. The operating condition af the seD�ic tank an0 outlet fitlar shall be a55e5se0 at least once every 3 years by mspection The outlet filter shall De cleaneE as necessary to ensure proper operation. The filter catlriUge s�ould not be removed unless provisions are matle to retain sobds m tne tank that may slough oH ihe hlter when remove0 fmm its enclosure N t�e I�I�er is equippeU with an alartn,the hlter shall be sernced A lhe alarm is actrvatetl continuousy Inlermittenl ftller alartns may indicale surge tlows or an impen0�ng conl�nuous alartn The sepbc tank shall have ils conleNS removetl when the volume of sludge anA scum in Ihe tank exceeds 1/31�e Ipwtl vWume of the lank If lhe contents ol the tank are not removed at Ihe time of a tnenmal assessment.mamtenance personnel shall ativise Ihe owner of when the next service needs lo be performed lo mamtam less than maaimum scum and sludge accumulation m the lank T�e aOtlrtan oi b�obqical or c�emical additrves lo enhance sep6c tank performance is generally not requiretl. However, �f such proUucts are used t�ey shall be approvetl lor seplic tank use by Me Depahment o(Commerce. Pumo Tank The pump(tlosing)tank s�all De inspectetl at least once every 3 years. All swilc�es.alarms.and pumps shall be teste0lo venfy proper operalion H an effluenl ftlter is mStalle0 wiNin Ihe tank it shall be inspected antl serviced as necessary. Mountl antl Pressure�iahibution Svstam No trees or shrub5 s�ould be plante0 on the mounG. Plan�ings may be made around the mound's perimeler,and the mound 5hall be seetled antl mulched as necessary to prevent erosion antl to D�ontle some protectlon trom frost penetration TraPoc(other l�an for vegetalrve mamtenance)on Ihe mound is not recommended smce soil compaction may�mCer aerahon of Ihe in611rahve sudace wilhin Ihe mound and snow compaction m the wmter wdl promote(rost penelration Cold weather Installations(October-Febmary)diclate �hat t�e mounA be�eavily mulc�ea as protection!mm Ireezing InBuent quality into the mountl system may not eaceeA 220 mg/L BOD„ 150 mg/L TSS.anG 30 mglL FOG for septic tank eHluent or 30 mg/L BOO;.30 mg/L TSS. 10 mg/L FOG.antl 10'cfu/100 ml for hghly irealed effluent Influenl fbw may nol exceetl maMimum Oesign flow speafietl in I�e permit lor this installaUon. Tne pressure distribufion syslem is prowded w�lh a flus�mg pomt at the end of each lateral,antl tl is retommerMetl Ihat each lateral 6e flushed of accumulated solitls at least once every 18 monihs When a pressure lest Vs pedormetl il should De compared to the mihal test when t�e system was installed lo tlelermine if orifice cloggmg has ocarted antl it orilice cleaning�s repmretl to mainlain equal d�sinbution wAhin Ihe dispersal cell ODservaUon pipes wrthin the tlispersal cell shall be Uecked tor efltuent pontlrty Pondmg levels shall be repotletl to the owner,and any levels aUove 6 inc0es considered as an impending hytlraulic faiWre requiring adtlnional,mae frequent moniloring Contlnoencv Plan II the sepuc tank or any of rts components become defedrve the tank or component s�all be repalred or replaced to keep Ihe 5ystem in proper operaung condiuon II the Aosing lank pump,pump conimis,alartn or relate0 w�nng becomes tlefeclive the tle�eqlve componentl5)shall be immedlalely repairetl or replaced with a component ol I�e same or equal performance. II Ihe mountl componene fails ro accept wastewater or begms to discharge wastewater b Ne grountl suAace,it wtll be reDairetl or �eplacetl in i1s'present bcation by mcreasing basal area if tce leakage octurs or by remowng Ciologically cloggetl absorphon and tlispersal med�a.and relatetl piping,antl�eplacing sald components as deeme0 necessary lo bnng ihe system Into proper o0e�ating wndrtwn See Paqe 5 0l t�ls plan for Ihe name ana telephone number o1 your lowl POWTS regulalor antl semce provitle�. Pretreatment Units The mfortnaLon arW schetlule of mananagement and mainlenance(or p�etreaUnent tlevices such as aerobic Ireatment unds or tlisinfedlon units are altxhed as separate Oocuments and are considered pan of the overell management plan for thrs system. Project: Kieper Mound Page 6 of 7 � � � w PUMP PERFORMANCE CURVE MODEL 151/152/153 50 14 45 153 _ -- - - - _ -- __ ---__ _ . ._ _ _ ( 40 � 12 — 0 35 __ __ _ _ _ ____ __ -- _ - - . = t0 152 � 30 ---- -- a 0 8 25 151 - - - J � O C - 20 -"__" __ "_. . ._._ I . _.. V .-___. _-_. _-_. -___ 15 - 4 - ,o -- -- - -- - — 1 z 5 0 - 10 20 30 40 50 60 70 80 90 100 GALLONS UTERS _ __7__ - � -�----�_ _ -. � __--T---_ � _ __ _T__ �- 0 40 BO 120 160 200 240 280 320 360 FLOW PER MINUTE oiawe W840/500—MR _ _ y. 5=.._. _ TANK SPECIFICATIONS � � I � DIAIENSIONS: � � �" C-S--.4-<_FA�� ; � -c" CAST-A-�'A_ WALL: 2 9/16� .' c � �, I BOTTOM: 7" , � ,_=_=--7��-,, � COVER: 5' ,�!, � � �, MANHOLE: 24' I.D. PRECAST CONCRETE RISER <� i �,,\ ii�� ''��''�., C i � HEICHT: 59 1/Y ��I; �� p i!i' v �.�� LENGTH: 9'-5 3�4� �� ;i� o�'_:Q� �ii: �� WIDiH: 7'-9' �' " � ��'. � " ' BELOW INLET: 48' I� �°' �� i � �� l d � UOUID LEVEL. 43' � ' . ,i i � � f� ; � ,�.-� i WEIGHT: 77.150 LBS. � �� o . . . i . �'� � ii WLET AND OURET: ' � 3 c � , \�`\ F'��_TER OR-� Ii��., 4" CAST-A-SEAL BOOT OR EWAL GASKET �I mI �I c �� 9nfF�c ��; �.� �) � s rC INLET AND OUTLET BAFF�E ANO FlLTER: a'� <I :' � �_ -- _-j�__"'� WISCONSIN, $EE DETAIL �l10 r�' �� n C � - �--�-� ��—� �- (07HER STA7ES SEE CHART) W _. LIOUID CAPACITY: 19.61 GAL/IN (SEPTIC) ~ � TOP NEW 11.82 GAL/IN (PUMP) � > C� � `-: LOADWG DESIGN: B�-0� UNSANRAIED SOIL C � :_, O _ : TANK CAN BE USED AS: '`7 �� ,;� SEPTIC/SEP71C, SEP71C/PUMP, � �� OR SEPTIC/SIPMON � �; <a ,-<- �=�� W > _ 5 r— %� COVER: MIX DESIGN //8 (NO FlBER) � �-- : TANK: MIX OESIGN �10 (STRUCTURAL FIBER) "' — _ ___ _ ,. —,� ._ y+ - � �u t�u�� CUSTOMIZED TANKS: � , -� �— . -' `— - ��-_- � - .--J- FOR CUSTOM TANKS CONTACT WIESER CONCRETE � _. II il ____. _ �� I:.LET — - 1 3 I . ' -' vUT_�T ,. �- _.._ . ' . _ t_ 1 � - � v� a � _ `� � v � � ii . � ¢ �. =" �� s � �« i � �, `.. � � �� I i.� i� I 1 O � � :L �' J ," < 1 d i I '� C . O � � I �� ! l p � ., 1 �� 7� ' � O Q � ' ' � � � � 1 � ` _ __ __._. .. I � —.__—.—____ , --- _ .— REVIEWED BY o c� -� `_-,,;' ;", RENEW DATE m a 3 N SLDE VIEW DRAWINGS SUBMITTED FOR APPROVAL A?GdOVED 81: ' " ri^. APPROVAL DATE: 1 � TANKS ARE MANUFACNRED TO MEET OR EXCEED AST1A C-1227 REOUIREMENTS Dk00UCf5 NEEDE� Bv: _ _ /` . P�� ~Inc. a �7� InnovationsinPrecast,Drainaye °' Zg��x � �...`—�.�.`� �'�� t7��a� �t1�E'd' &Wastewatei P�oduc±s � A Division ot Polybk Inc. PL-525 Filter The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off Uall installed with every fiiter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent wori t leave the tank. Featiires: 1/lb`� �'ti��j;t ;;,': `� (t�t� � Alarm Switch • Rated for 10,000 GPD (gallons per day). � 10 000 GPD (Optional) • 5251inear feet of 7/16" filtration. r �� Accepts t" PVC • Accepts 4" and 6" SCHD 40 pipe. Extension Handle • Built in gas deElector. � • Automatic shut-off ball when filter is removed. : . • Alarm accessiUilit � Rated for y' � � "� � 10,000 GPD i � ,, • Accepts PVC extension handle. � � v �_� _ � � ;=. Pl_-�25 ln�tal(atic�n: " � ;� � � ;* ?�' Ideal for residential and commercial waste flows up to �� j � � ��` ��— 525 L�r,e�r Ft. 10,000 allons er da GPD . '�";,`�` ,"�': �f 1/16" � � 5' � � �' �'� Filtration Slots 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. Accepts 4" &6" �� 3. Glue the filter housing to the 4 or 6 outlet pipe. lf SCxD �o p�pe the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. -� " " ` ""�""""�" 5. Re lace and secure the se tic tank cover. - certified to P ,,.___j�._ . _>_. , �„ NSFIANSI Standard 46 PL-525 Maintenance: � �vel is above housing. The PL-525 Effluent Fi ters will operate efficiently for-'� " �•�� «��- - several years under normal conditions before requiring �..�,_ cleaning. It is recommended that the filter be cleaned ,�. every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner wili be notified by an alarm when the filter � needs servicing. Servicing should be done by a certified ,�� Gas Defle�tor septic tank pumper or installer. nutornat�c Shut-Off Ball 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use piumbing when filter is removed. �'`�� 4. Pull PL-525 cartridge out of the housing. _ - � 5. Hose off filter over the septic tank. Make sure all �� solids fall back into septic tank . ' � �: : :; _'> , �� `�� 6. Insert the filter cartridge back nito the housing making Out�7,..;� ��,,,.�. ��!ae�m F_xtend & Lok;�'� sure the filter is properly aligned and completely inserted. Polylok, Zabel 6t Best filters accept Easily installs 7. Replace and secure septic tank cover. the smartF�lt�,�Sw�tch a„a ��aTm. ��ro ex,srsng ca�ks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT Ofi492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com �LY� INSTALLATION INSTRUCTIONS �°°°5;°P`�en.°,a;°ae Za�" pL-122/PL-525/PL-625 FILTER 9 ....�-s!ewaterRodutts � ADivis�mofPdyloklrc. '��-�� _�_��-E�,ti� �At�,-�UCTIONS .�,. .; _.:: _ ,_ __.:. . Center filter with opening �,;,, ,,, y, L� � �., � O �Z W y J� �Z O x � � Additional pipe or Polylok Extend&Lok'" Glue for centering. i Step 1: Step 2: Step 3: (A)Locate the outlet of the septic tank. (A)Before installation, place the (A) Glue the filter housing on the (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the Certified to is ositioned so the filter can be housin makin sure the filter NSF�ANSI Standard d6 P g' 9 removed from the tank for cartridge is properly aligned and maintenance and service. completely inserted in the housing. ,., _. . _.:,, � . MAINT�NANCE INST��= ' , �` �;�,:� �' �. , �:��::: . .. . _ . ._ :,,._� . .. _ ,k�� DO NOT rert�ov� water level is above housi� , � ;� s �� , .., , �:� r �'a�� : f.r Rr.�: . . . �� F l� � � �� 8 � �' Step 1: Step 2: Step 3: Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back if necessary. into the the housing making sure � (B) Puil the filter out of the housing. the filter is properly alighed � (C)Hose off the filter over the septic tank. and completely inserted. USE RUBBER GLOVES Make sure all solids fall back into the (B) Replace septic tank cover WHEN CLEANING FILTER septic tank Polylok, Inc. 3 Fairfield Bivd. Wallingford,CT 06492 Toll Free:877.765.9565 Fax: 203.284.8514 www.polylok.com • Wide-ang!e pump s,�vitches directly control pumps up '� 3 HF' a; 26C VAC. Eaci� s�vitch fe�ture� an ad��.:stab'�e p�imp;ny range. Pump 5witch � ' Type of Pump Max Pump Mau Pump Pumping Activation Control Run Current Start Current + Range . Mechanically 1/2 HP, 120V 13A, 12UV 85A, 120V 7-36�n SJE PumpMaster'WPS Activated 1 HP, 230V 13A, 230V 85A, 230V (18-91 cm} � � :- � Mechanicaliy 1/2 HP,120V 13A, 120V 85A,120V 7-36 in SJE PumpMaster' Activated 1 HP, 230V 13A, 230V 85A, 230V (18•91 cm) � ,. �. Mechanically 3/4 HP,120V 15A,120V 85A, 120V 7-36 in j SJE PumpMaster'Plus � Activated 2 HP, 230V 15A, 230V 85A,230V (18-91 cm) . -� SJE PumpMaste�'SPDT Mechanically 1/2 HP,120V 13A,120V 85A, 120V 7-36 in yr, �Single P�IP,Double Throw) ACtivated 1 HP, 230V 13A, 230V 85A, 230V (18-91 cm) >, _ __ _ _ _ __ _ _ __ __. _ '� K Mechanically 15 FLA, 90LRA 15A, 120V 90A,120V 3�48 in � Double Float' Master Activated 120 or 240V 15A, 240V 90A, 240V (7.6-122 cm} � � MUST use if dose < 7" unless using VerticalMaster below -� -.a�_,. Mechanically 1 1/2 HP, 125V 20A,125V 120A, 125V 9-24 in SJE AmpMaster' Activated 3 HP, 250V 20A, 250V 120A, 250V (23-61 cm) �' SJE VerticalMaster' Mechanically 1/2 HP,120V 13A,120V 60A,120V � .75-6.5 in � � , ,,.'�"„a�e n�P'�°ac�°^Si Activated 1 HP, 230V 12A, 230V 60A, 230V (2-17 cm) Use pump 10A,12VOC 100A,12VDC Mechanically 8-36 in SJE MicroMaster'AC/DC run and 10A,12VDC 60A,125V Activated start current 8A, 250VAC 60A, 250V �20-91 cm) Use pump � Mechanicaily 13A,125V 78A,125V $-36 in SJE MicroMaster'Plus WS run and Activated 12A, 250V 72A, 250V (20-91 cm) ,+a�t ,-, ��Pnt _.._.__.. __......_,.,_......,...._._._.�_ _._..__._.�__.._.._Y.._m.._..�.__.� _,_._.___��_�._•--__..� _. ___.__..__.____.._.____.u.._� � �f � �-l�-•'�a1t �GI�F � , t►BA�u �,�--18-I�1 � 1�1er�ur�as� �u ' �.� �-� � y prohib�te _..__, .�.�.,.�,. . �� d by Vlr;s ��u �--a�,�� a�s�+at�ed 2-��u �as-�.,. Srat• §2gg 49((a�-�-s� � )(e) "��. 'Oo4bl�r�qos� �` �-�81F ��i� �r� �,.. �-t�r AGt+v� ''u�-.°;�� 2�-2.3�:i� 3�4r-23A� {4�s�-� _� _�.,.�w__.__:�___.__�.:�a_____�. �______T�.�.___ ,_�_�._____. _.___.. .____. �.._____.d.-�____:,�.r_._.. _:�sT____�_�s Mechanically �� "�� 13A,125V 78A, 125V 8 3��n SJE HiTempMaster'" run and Activated 12A, 250V 72A, 250V c (20-91 cm) � start current Califomia Prop 65 requires the following:�WARNING Cancer and Reproductive Harm-www.P65Warnings.ca.gov � 888-DIAL-SJE(888-342-5753) r� customerservice@sjeinc.com YE www.sjerhombus.com SJ E RH O M BUSo 9500�36G o„�o O 2018 SJE,Inc.All Rights Reserved. SJE RHOMBUS is a tradamerk of SJE,Inr„