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HomeMy WebLinkAbout020-638-02-3301-SAN-2020-199.'i'-lO- .'X^ ® 4-Safety and Buildings Division201 W. Washington Ave,, P.O. Box 7162Madison, Wl 53707-7162^SrCountySaniloryPcnnUMiinbcr (to be filled in by Co.)7^^ 7Sanitary Permit ApplicationJnaccordincctvilh SPS 383.21(2), Wis. >Vdfl). Code, submission of this form In the appropiiale govanmenUi unitis required prior to obtaining a sanitary permiL Note: Applicaiion forms for slate-ass-ncd POWTS arc submitted tothe Dqsarunenl of Safety and Professional Sert'ics, Pcnonal infonnatioo jmi prov-idc mar boused fortccondoiyiwmtosea inacconfancesrithlhePrivaevLw. s. 15.04(1 )(m).Stals.Slate Transaction NumberIVqject Address (if diflcrenl than nailingL .Application Information — Please Print .AH Infomationkoeyyier .ftopcrtyOiHicr's Name,)2drcssParcel#0^0 iaSZ oQ. 33<01Property Owner's Mailing .\/5'gl GtouseCity, State(MCiJZipCoZip CodfVopcitt-LocaliooGov^ LotIL Type of Building (check all that apply)1 or2FamiI}'Dneiimg-Number ofBedroomsPublie/Comincrcial - Dcieribe Usee3Sale Owned - Deseribe UsePhone NumberLot#'.i, Section <3./ (circle cne),„,.N; R G? Eor|W)Subdivision NameBlock "CSM NumberCity ofVillage o/CTown ofIIL Type of Permit; (Check only one bos on line A. Complete line B If applicable)New SnlemReplacement S)-slcmTreatment.Holding Tank Replacement OnlyOihcr ModinciAian to Exitting Syaiem (explain)Permit RenewalBefore E.>qsirationPermit Ro'bionChange ofPlumberPennil Tranifer lo NetvOvtncrList I^-iuis Pennit Number and Date btuedIV. Type of POIITS System/Component/Dcvicc; (Check all that apph'Non-Prcssurircd In-Ground Prcssurircd In-Ground .M-Gndc Mound >24 in. ofsnilabicsoil 1>..,^lound < 24 in. ofsuitable sojjHolding Tank Olher Dispersal Component (explain) Prelrcalmcnt Derice (explnm)_Dlspcrsid/Treatnient Area Information:Design Floxv (gpd)vsoDesign Soil .AppUealion RalB(gpdsf)AODispersal .\rea Required (sf)HsoDupetsa] Arsa IVoposed (sf)^so_SysloD Elev'ation\T. Tank Info\ihoOO>iAii0Capacity inGallonsN«<r TanksEtisis^ TanksTotalGallonscofLlnits.ManufaelurcrPre Cafi'ts ii'2If£ OScpfic or KoUit^ TftnkL(»t>/XDesing ClamberX1TL Responsibility Statement- t. the undmlgnerL assume responsibility for Installntlon ofthe POUTS slunm on llie attached plans.Plumber's Name (PrinU-Plumber'^^gnanireMPiMPRS NumberBusiness Fbone Number3At&iDPlumber's Addnas (Street, City. Stale, ZipCode) a a /V^/idnpSdfx P-iH IajX- S^I&tCp^TIL Cnimry/Department Use OnlyD^ppro\'edOwner Given Rca&on forFcnnitFces ^00,^Date IssuedIsftuiflg Agcnl SignaturehaiUcJIX. Conditions of .Approt nI/Rca.sons for DisapprovalOBIGIKALNO REFUNDS AFTERISSUE OF PERMITAttach la camplele plaa* far Ibc s/strm and »obeall to ibe Couatf oaV on pafKf not Irti than M s 11 lactoSBD-6398 (R. 11/11)SAWYER COUNTYZONING ADMINISTRATION 'V.'5MDg .''s■"- *■'i.,''•>1,1-DIVISION OF INDUSTRY SERVICES10S41 N RANCH RDMAVWARDWI 54843-6462Contaci Through Rekayhlipi/daps.w.gQWproQrams/industry •serviceswwvr.wi&consin govTofty Evera • GovernorDawn Crtm • SncfataryAugust 21, 2020CONDtTIONAL APPROVALPUN APPROVAL EXPIRES: 2022-08-21Plan Review: PWTS-082001845-CCRAIG THOMPSON5089 N Thompson RoadWinter W! 54896SITE:Jeffrey Petit8098W Koeppler RoadSawyer CountyTown of OjibwaSW - SW • S2 - T38N - R6WCONDlTIONAUrAPPROVEDOEPT OF SAFETY AND PROFESSIONAL SERVICESDIVISION OF INDUSTRY SERVICESiSEECOituPONDENCEFOR:Description;3 Bedroom Mound —450 GPD- NewConstruction -15" to limiting factor-Effiuent Filter - Maintenance requiredMound Component Manual-Ver. 2.0, SBD-10691-P (N.01/01, R 10/12)Pressure Distribution Component Manual-Ver.2.0,5BD-10706-P (N.01/01, R. 10/12)The submlttal described above has been reviewed for conformance with applicable Wisconsin AdministrativeCodes and Wisconsin Statutes. The submittai has been CONDITIONALLY APPROVED. This system is to beconstructed 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 for compliancewith all code requirements.No person may engage In or work at plumbing In the state unless licensed to do so by the Department pers.145.06, stats.The following conditions shall be met during construction or instaiiatlon and prior to occupancy or use:Reminders• Care must be taken to set the dose volume as approved in the plan design. If the minimum tether length ofa single switch mechanical float does not allow the proper dose volume, two separate floats must be used.• Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 Inches.Smearing and compacting of wet soli wlll result in reducing the Infiltration capacity of the soli. Proper solimoisture content can be determined by rolling a soil sample between the hands. If It rolls Into a 1/4- Inchwire, the site Is too wet to prepare. If It crumbles, site preparation can proceed. If the site Is too wet toprepare, do not proceed until It dries.• The mound site shall be properly prepared prior to plowing. Any grasses longer than 6' shall be cut shortand removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cuttrees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the mound site. If necessary, use only tracked equipment, during dry conditions, witii minimal passes, to avoid compaction.• A sanitary permit must be obtained from the county where this project is located in accordance with therequirements of Sec. 145.19, Wis. Stats.• Inspection of the private sewage system installation is required. Arrangements for inspection shall be madewith the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.• A state approved effluent filter Is required. Maintenance information must begiven to the owner of the tankexplaining that periodic cleaning of the filter is required.• A copy of the approved plans, specifications and this letter shall beon-site during construction and open toInspection bv authorized representatives of the Department, which may include local inspectors.Owner Responsibilities• The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive acopy of the appropriate operation and maintenance m3nual(s) and be responsible for ensuring that POWTS isoperated and maintained in accordance with this chapter and the approved management plan under s. SPS383.54(1).• in the event this soil absorption system or any of its component parts malfunctions so as to create a healthhazard, the property owner must follow the contingency plan as described in the approved plans.• The owner is responsible for submitting a maintenance verification report acceptable to the county formaintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s)utilized In the POWTS.in granting this approval the Division of industry Services reserves the right to require changes or additionsshould conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing inthis review shall relieve the designer of the responsibility for designing a safe building, structure, orcomponent.Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at theaddress on this letterhead.The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner andany others who are responsible for the Installation, operation or maintenance of the POWTS.Sincerely,CeCe^ KudnCcki/CeCe (Elizabeth) RudnickiWastewater Speclalist/POWTS Plan Reviewer, Division of Industry Services(608) 400-3186elizabeth.rudnickijtDwiscQnsin.aov MOUND AND PRESSURE DISTRfBUHON COMPONENT DESIGNINDEX AND TITLE PAGEProtect Name;Owner's Nerrw:Owner's Address:Pe'jl's CollageLesa) Description:Township:County.Subdivision Name:Lol NumberParcel I.O. Numt>erPiar> Transaction No.Jeffrey Petit1581 Grouse WavNew Richnxind Wl 5A017SWSWS 2 T-38-N R-6-WCONDITIONALLYAPPROVEDDEFT OF SAFETY AND PROFESSIONAL SERVICESDIVISION OF INDUSTRY SERVICESSEE CORRESPONDENCEOtibwaSawyerPage 1Page 2Page 3Pago APage 5Page 6Page 7Page 8Page 9Bbck Number020 638 02 3301Index and titleData entryMound drawingsLateral and Cose tankSystem mairtonanco specificationsManagement and contingency planPump curve and specdicalionsPloi PlanSofl Evaluation RaportDesigner Crao ThompsonDote. 08f09/2QSignature:License NumberPhone Number.220810715-266-2842Desigfied Pursuant to the(itound Component Manua* for POWTB Votswn 2.0 S80-1CI691-P (N. 01/01. R 10/12), and boW>SSWIP Puoiicatron 9 6 Dcskjn of Pressure CXstdbution Netvtorks tor ST-SAS (01/81) artdPressure Distrisution Ccmoonool Marvuaf Ver. 2.0 SBD-10706-P (N, 01/01. R 10/12) Mound and Pressure Distribution Component DesignDcijigr .Site InformationResidont^l Of Commercial DesignEstimated Wastewater Flow (gpd)Peaking Factor {e.g. 1.5 = 150%)300.001.50 _ . .450.001 Design Flow (gpd)5.001 Site Slope (%)103.00; Contour Line Etevatmn (ft)I5.00i Daptn to Limiting Factor Cm)in-Situ Soa ApplicBtion Rate (gpd<ft'')0.60Nctrr Sard SI (O) caiaiaSas assume aTeUe »3-4<-3 irvsini soil wsoncn! far fesadcdiiorm or <= 3S fncre&.75.00Distribution Cell InformationDtepcrsal Cell Length Along Contour (ft) =Di^iersal CeB Design Loading Rate (gpd/ft^)infhjont Wastewater QuaWy (1 or 2)1.00Pressure Disribution InformationCenter or End Manifold3.001 Lateral Spacing (ft)lumber of Laterals2!rt0.156' Orifice Diameter fm)2.50 i r'ui'-vii-M: Oriftce Spacing (ft) =2.00100.0094.004.5510.332.2217.11Forcemain Diameter (in)Foroemain Length (ft)Pump Tank Etevation (ft)System Head (ft) x 1.3Vertical LHt (ft)Fnction Loss (ft)In-line Filter Loss (ft)Total Dynamic Head (ft)Lateral Diameter Selectionin. dto.optionschoice0.751.001.251.50XX2.00X3.00X7.506.001 Ceo Width (ft)Are the tolerate the highest pointin the distributionnetwork?Enter'-' orNIf N above, enter the elevation (ft)of the highest point. Ift^/onfjoeTreatment Tank InformationlOOO.od Septic Tank Capa<% (gal)Skaw Pre Cast ^ ManufaclurorDoes the forcemain dram back?-.nterr.r:16.3167.3283.6332.31Forcemain E>ainback (gal)5x Void Volume (gal)^limum Dose Volunte (gal)System Demand (gpm)Manifold Diameter Selectionm. dto.optionsdioice1.25X1.50XX i2.003.00iGallcKisflnch Calculator .tt-jiionol;Total Tank Capacity (gal)Total Working Liquid Depth (in)galiin (enter result in cell B49)Dose Tank Information600.00 i Dose Tank Capacity (gal)16.47i Dose Tank Volume (galfln)Skaw Pre Cast ManufacturerEffluent Filter informationBest j FBter ManufacturerGF 10-8 "1 Filter Model NumberProject; Petit's CottagePace 2 of 9 Mound Plan and Cross Section ViewsW. 1/10B¨ ·CtBwalhji Pipe 7KoQ"S—tJI♦-Q1Mound Component DimensionsAfi.nouE24,60ti'.H1.00ftK11 08ftB75.00«•11F9 50in-11.79ftL97.15ftD21.00tnG0.50f.J7.93ftW25 73ft450.006.00(ft') Dispersal Cull Area(Spd/ft) Linear Loading ftate1334.567.50(fT) Basal Area AvaHabte(ft) l.no B Obs. Ppe PtacomcntMound Cross Section ViewAggrega'.o Osporsal AroaRnehed Grade 106.54 (ft)104,75 (ft)Dispersal CellElevation105.25 (ft) LateralInvenShading Key"opsoH CooSubsoil CapASTW C33 SendTiileo LayerAggregate■z ai 'S'' Ic ®I5.0 % Site SlopeDispersal Cellvrao* 1 ranrnl103.00 (ft) Contour EtevationGeoiextile Fabric CoverSee atemi dcta^ onPBgeAformstrber, sue,artd spacing oMarerais.Laterals arc ccuoHyspBcec fromtheOtjinbution ceirscentertina inttwaisifinutioncec (Ax8).Project: Petifs CottngePage 3 of 9 End Connection Lateral Layout Diagram-S* A u B'- 'i.T tc wrbjIM'Stv® f.. - . -w, f* Bo^o«T>«»the ^e'el i•' »rcrc©frtatn id f-*• ew -P"'- "■*>>"Nurroerof LateralsLnteral OiamotQfLateral Length (P>Lateral Spacing (S)Lateral Plow RateSystem Flow RateTotal Oynarr* Head21.50 in73.37 ft3-00 fttfi.16 gpm32.31 gprn17.11 ftOfitco OiarTiOtOfOrifice Spacing (X)OfWccs per LateralOrrf^ DensityManifold LengthManifold DiameterFortxmam Vctocsty0.156 in2.53 ft^7,50 tt^rorrfice3.00 ft1.50 in3.30 ft/secDose Tank informationBectncs as of Ntc 300 ereSPS318JC0 '.VACTnnt I'jmpwy* >n (nnrly wrtaiLoXing oover w<inn«mi(ial«n ml icxiung aevia aiitS«MO wMrnsr*\=t4 ei. miaouMicaoonSkaw Pre ^stCapacity 6Volume6Manufacturer00-00 Gallons16.47 gali'mch|0*nenRion| Inches I GaBons18.352.005,0811.0036.43302.2632.9463 63181.17600.003" Bedding under tankF^bCSTUVt C&VTtflH?Weeptotecrant-fiapTcnOtvicer\npcfl «i«Msem;«)OoftatneeyBBOTlftl1 ^.ociAlarm Msrtuafacturcr SJS RombuSAtarm Model Number i 101PufT^ ^(anufacturBr GouldsPump Model Number PE 51MNote. SwOcnoii<Ain1ar<«i<j mfifa.r,/rrsy rrat be ueod >ithe sytUen-.Pump Must Deitver32.311 Qpm at 17.111ft TDHProject: Petifs CottagePage 4 of 9 Mound Svstam Maintenance and Operation SoecificatioreServico Provtder's NamePOWTS Regulaiot's NameDon Thotroson & Sons Exc LLCSawyer County ZonmQPhone/1S-266-2842Phone 715-634-6288System Row and Load ParametersDesign Ffow - Peak450gpdMaximum influent Particle Size1/8Estimated Row - Average300gpoMaxirrrum BOOS220Septic Tank Capacity1000galMax^m TSS150Soil Absorptkrn Component Size450ft^Maximum FOG30Typo of WastewaterDomesticMaximum Fecal Cofiform>10E4Septic and Pump TankEffluent FitterPump and ControlsAlaimPressure SystemMoundSeryice FreauancvInspect and/or service once every 3 yearsShould inspect and clean at toast onco every 3 yearsTest once every 3 yearsShould test monthlyLaterab should be flushed and pressure tested evenr 3 yearsln^>ect forpondmq and soopafle once every 3 yearsMiscellaneous Construction artd Matorials Standards1. Observation pipes are slotted and rraterials conform to Table SPS 384.30-1, have a watertightcap.and are secured In as shown in the mound component manisL2. DispersaloeD aggregate conforms to SPS 384.30(6)(i). Vlfe. Adm. Code.3. All gravity and pressure piping materiate conform to the rcguircments in SPS 384, Wis. Adm. Code.4. Tillage of the basal area is acoomptished with a mold board or chisel plow.5. The mound structure and otherdisturbedareaswiDl)® seeded andmutetied to preventsoil erosionand help reduce frost ponetration.I.atBrai Tumnip DetailFffiishedGrade V/6-8* DiameterLawnSorinWsr Vatve BoxDistributtonLateralThreaded QeanoutPlugorBaO ValveI ong Sweep 90 orTwo 45Degree Bends SameDiamateras LateralProjacL Pelil's CottagePage 5 of Mound System Management PlanP(?suai« to SPS 383.54. Wls. Adm. CodeOnmtl_ . - ... n - _. jjjunrji «M*n ^Pts W'n. Mm. a*i shaG mfiirtfained in oooor^Ke wiih oxrtjxISEH^IC^? (N.0iiD1.'R°im2). SSV/MP PuUicdion 9.6 (01«1). Ens! Prgswro C^txfton Cempcrert Manual Ver. ZD S8D-10/0R. lanz)] end locel otsbid ntfes porwiring to sysian nutntenance srtl maniijwttaNooisUmiMertirtrterce^BcorpumpiattoincwdingBrtoe satosmaybepfesajattst^dct^S«0tc encJ pump tonl! .■immrtwrt shaJI be ifiaeoOfSJCftOO wimS^S 383.33 Wis, Adm. Goto: v»hm the tarfes are ro tooger u06dpump tarA marf«Ole ns«a.OOMM nscreEWJ shnul-3 be inspetoed far »utor 6;^ andqr urmdnrt/txl tstry trto *1 ti3^ or cornponcft.T>m wTifcn br* sMi be mdnttlnad Oy an >n01vidu3J arsfiod » servioE »?*:=be dspoGOd c< In scorttencc with NR1-I3 Wis. Adm. Code. Theoperasno onortion cf toe c^c ta* and afict nito sOell be easeKdWtedS«l aa rw»eafy » ensue ptooor cpemtim The She cartrii^ shcUd «made to rasm wttos in wo trt S« may afctogti off toe Bltor vtoeo rGnwed tw its pnclou®.te^SiXtoe alarm is acavatod o<*airwu=iy. Wmnictrt Sttsr alarms may Mcaa>hn«lic tuA she ha« c-a COCSrtS runcwoo wtdn ttw vUtenn rf .-dul^ =rt ==untoecoftena cBtno ttr* era nu rm^hred .nt ii« tone rfa tfterria laao^era^iarra^service needs to be pertormed to mantsln tow toan ni.-i»mun scun ^ Howewr <f suew prTtB .Tsjdticii cT tida^cU a chemical adcSBves to ertosnoo seiAc tar* porfarnwrae is ^srerday t** reoUrcd. Hwtwcr. <t sucn prused Otoy shall » mswod tor sopSc trfc use by toe Deportment otCommercaThe pump «»Ging> torts wall be irspncwd di test a«. eve?3^^^W switohos. aisrms.end cwnps shall he tesied to vuily p(Xierason. If at effluent fll»r is Ineaiod wiirtn we tar* il shfl be Iiesiectal ad servioal as nooessa'y.M«,mrf»«tPrwaufe Otstratltlan SwtMB .No itH® a sJrUB shouM be plated on me marc. Ptortings it^ i*^-mrtchEC te nrcesawry to priwotl wceiai smd to prowiae some pfOOCBcn from tooct ponssrwoti. Tr3^(cd«w itunta v^fiKDW maUw riroud is stot reoanmatoed strce soil compacSor may tinda twcBo* c< toe irfllirstose surtaee wttomtoc nwrt srd aw ocmgvTr^^vjS w«ahcr msrtl^ (Octaba-Fehrury) sfctoto toaltoe mord be hSWIly mUlchEd te prosqvstity irtp toe mord syswn .nay ste exceed 220 nisgIL BOD,. 190 mt»1. TSS. and 30 rt>ija. ®BOOs. 30 m91. TSS. 10 mpL FOG. anc 10» cWlOO mL far hiEtty trested dllixrt. tnEuest Sow may not exceed msdntin dos-'gn so*the perinil la ITliS InstaiSaDtr. - _ . _. , . 1 . ■ ^ , __i,The aowim dsiribuSsr syston is prowded *sto a flusMng poirt« too end of each st to rwOTtrw^ Srt och^fflaocumiifffid sOKa08totBtonce oway 18maths. Whonapressuo {»tispertormsd itehaJd be compared tothelnsOSesawhon ttirwssllid toasimiri! iforifiosdog^ has occtrred and if cnSce rtoanino isrccMroo tomEssttn a»t dstotauiOT swlrtn toe iSap^ObsuveBon pipes vwtolntoc ctopersrt oil .shdi br chaiAcd fa efflua* porxSng. Pcrdrtg iwSs be reported to toe Qurtr. ancsiiovc 6 tedws oamldaed as en ImpencJng Ivdraulic tonuo ressaring addtional. mcTBfroauai mattofing.If toe sepEc ta* a any of Its oomponests twcomo dsfecaw! toe lar* or canpacri shall be nwred a repffioed to Iceep toe sytiercOGTEewg contfiliav _ . ,5 oootng tor*, ptmp. punp ccnrds. rtrrm a rehiied wising beccmes defective toe defective oomponoitis) Shal bo immeaadrcpi.'xxd wiOi a comporcfd c# the seme or edua) perSamtnco.B the mound oanpcrsrt ftiTstosxiwpi wastowater a begins to discharge wsstovasr totoogTorc sutoec. itwillbe rqxirec a natsteil locabon byincreating trasol area iftoc tortiage izcurs a Sy temoving btdtogcaSy dogged ateofpoor. end dspersd mcifcx snpiping, ad rapladng sad oanpaients as deemed necessary to bnaj the sysram irto prapcr s^iaitng cmsSCirLSee Page 9 of 5ss pMr fcr too ssmo s»d tsdsgtoin: nunber Of your local POVVTS regulQor and serviosj pranda.Pimimalniwit Unitethe iiru'iiEtion erd schodUt! cf marooxxgOTBi ad mainienanoo fa aetrosBnem coritoos suat 35aerobic uiuiniciii urib: a denae ottitohed assspcrsis aootnverts aid are oorRdmd psirt 1^ the imroll managamert plan tor toio systam. ^G0UU3S PUMPSSubmersibleEffluent PumpPEAPWJCATWfCSndtUy dis>(Fnei for thefdbainguseE* Mound SystSTS* SfiiMni^Da^SysMnB• Low PtBswe SystenV_t.2BasimDr9i^• Heivy Di^OeiwteringspeofWAnowsPomp-General:•Ofec(>ar9e;lV4*NFT• TemperaUira; lOfi'l'ldlPOnasiTuni. wtirucMS wtenidysiAmascd.n Sofids handBi^: Vrroufflun> AotDOBik msMs tsdude atatnriKh.• Umo^ models ai^aUe.• hanting range seepeifaniMnui dwfl of op*-fE31 Pnmp:• capedty: 50 SM• Usnnum hcdd: i?PE41 PiBip:• Msranun opaO^. 60• f^acTKim IS IWPD1 Pump:• Maxtmum opasi^f: 70 GPM• tifastosm ir TDMiiiwm»GcmiA• Snglephara• gaHcflt• llSwte• Butt-in thcmdwerieadpm-IKDon wttk aAnalic fesEL• Ois8insufa&ft.• OiSeddeiga• Hgbsoengtborteostedsh^P51 Motor• 33W.30Q0RPM• 12^ Modmni amps ■'• Saded pde des^nA.\ Motor• .«Hp,34aocra• TiMsraafnamps•PKdeagnfCI Motor• J0MP,3400fS>M• S3 Masdnmn amps• PSCdc^RMETBS f^ETI 40r30 -raii'l^510 t:!X;].ii I"'" ' i r- ^ MODas:»Bi.»e«.fci|~T"r: "i ' : ' i i - i : j. I ' • ; " w.&AJD |StATOTB■ Comma issancoatredon.■ CeSitanbody.■ ThannptesGc iBipcler andCDver.■ Upper sleen end towerbBvydu^balbeBriagcDMbedton.■ MaarispBiMnertytitonotedtoredBidedtenteae.■ Powered tor oandmoesoperaixMv■ 31 ratiRgs are vdtiun 4wwuttiy Bssb of the uKilsr.■ Quick tfscDmea powercML^craaalinSler^hesey dutf 16/3 Snw wWiledAS-lSP.theeptoni.115 volt gnueSns ptog.■ ^mptote uflft Is he^ duty.pOtalMandcDcnpea.■ Med\Kaai seal is csrboCLOBwnk. BUKA and s&ittesOedL■ SaMess sted fastams.ACBtausrete10CAKOrrIS i»P3»Tested to UL778»dGA212t08Stocid»dsarOwjfiw r—*irtr awirtwiiwmfUBBiatetfePtsvitSOSeDI ReaWM.70 30 ■« M GOGcHJdsPLmpsC JWJ KJuMS rwiNWBkcfwrweww. aeoiVOlMt"7 0"^ ^ m industries g ^0 7>^i^ vf """^:cJ5 'u^y -"^/tjeJg^sj —____ I^Z H *? ,0S ^ .T '*1^^ Ss. tfi"' r H7?^hQbH75 /y vi>9 y .■v'i*'' ov N v>-ia +"ic3