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022-1026-10-030
smryane Allomei n°m om PRIVATE SEWAGE SYSTEM creme St. Croix INSPECTION REPORT andry Penn By 61 EL470 GENERAL INFORMATION (ATTACH TO PERMIT) 8111, rum0 No Goal infain you Al forry p Lord for sursondary pl Pa 4O)(m)I Tyler& Megan Fouksc�n TOWN OF KINNICKINNIC eN 022-1026-10-030 aN eiw nep/oo wayip No e,e. 5' 61.. nmmor, na09.28.18. 138H-30 TANK INFORMATION ELEVATIONO A TYPE MANUFACTURER na 5 L CAPACITY STATION 6,8 J / Ell sroae IIE La vs- net 401, 16� Novel �. And a n e �- 5L5 sag. sa 4 arm I Hi I suHl Ir /135 76.4 TANK SETBACK INFORMATION o101 INS vso� TANH bl � Now. nor Dosing R!BLD ReaoMan eeA.,niCn Dan. ase'/�n sOLSwem .7 PUMPISIPHON INFORMATION rael 013ee Zi 9E. uMA ' S `vol anJ GPM 39.3 51 QV H.%I 7L .ID NAN al NCmee x LM/6 9 Pnni00 Laos srsrem 3 L Ton/s• IT ma.Pal a�.jb2 0 Is F T soil azDtTRENCH DIM5 . L, ,ems n No Of ,eJLUG omF.�IONSN Pe, a Liquid sybI mTU P21 W165 LAnnsTREAM �e RN.al 157 All NN'T DISTRIBUTION SYSTEM 'L-b P.A l HAS M63 aol, :. awl. V "'°36b10 LSaI 3 31�q Z°5rhi toldn a oapm e<e�ls-�-Y.«N I, mulaw'd ,...T.nlp, /,41 "Ah Fagaa ' °e°"j C�, eoN COMMENTS:(incNeemaenacrepennea,pemnapme,a,em) I-sel: 1128 COULEE n.l Ainumu"CDvron- kp 1561 g laiag sands,length. 31M on Mmve = L / An-, Plan Swedn Re°pl,em Ores yW / Use other nth for aaaelpnaLmr°,mafnn. ° L/blo D 9 SNuanO(Rvw➢ Import 161,1111 resolution 02 CL:tiO-. Q1ew Unal RI°.J aK C(� f II y, C l�T InEUBIM1' 3e m 'npau N ymil Pant umber On Im awry Co) �= teCp EW 292919 e�F AUG m. Wil62 Med'mp wI(p/55�70 T� unit Application5�mim wmmmm muzlm,w mmanni, rnw mme l ma tft�a 6$ ry6—CJ ulmd pv m owmurn Is an Rana NMPupp,mv rams Or weeanmmAJLa,RaimansAmmdlM6mavu)Ne Sm PmmPm IXgmnmmiseRry PohvenJ Beniu. m n roN�mCVW®T,M xm Iry ineuaf 1. ADDIMI&I lnfmm - Munn Print All l n(ormatm, '�A)R�Sa TYk&wom FIs c ay.d 0a PmPmy o.m,:, M.IIJP Aeea„ Pmamyl mmn IIS Com,Tal Dow Lm 3 N6 K SW A. Smdm9 CngIDe s ZIP Wm PnmeNMI,m nbvb,W1 5e033 i3 eN R)RBmW��) IL Typ 4 of Building l[Eaall tint pply) WX ® I m d Family �elnnX-NmnW9 Bmmmu 3 smdiv.=Nme su L ❑ Fm,xPmw,,..A-D Mm, llz OP,,k ❑C* f ❑sm,Dwnm-w.><.ikUr/ ❑vnl.mmr sM Numbe /29op JM�// 5 /tied vdlz i3t 1112 ®romw KmIA= TILT OPermil, CM1eek PA. Cum IelelineBBn unable A. ❑Nw 55,Iem ®RPolsseamlTyM sunneMHdein&Tnk Replxmmt WY ❑Cee+MWiOrummE.v,4n{sypm (emlebi) ❑Vmm mrnil ❑Pumn Revuiw ❑ChuwAm bN ❑Pe lTmmmm PmmrtNuabma Melvw] B. B,Gie EyllNim %umkw Omni yy pl.y3W3931 IV. ofPoWT35 s1aMCo mtl evim: heckn11Bu1 P1 ❑Nm Pmawma lrvGswid ❑Pnms lmL and ❑AILnR OP1mmIMIIfPMwW P&m.2431 O&mublewil ❑NOWmXTud ❑UM1UPSYID Gmgmenµe@WnJ ❑Prnnmml Prvlm(mpldn) V. Diu mnVRmmem gins IntOrmAtinn: Pump m,(BA) Arolwm w,pe¢Y me rr7 i0U-Vmd ncw`-M 69 dpm:Gevmlm l F 06 Da VL Tank Info CkrynOYin 6 TOW! NJIam pA, Mmufemm y $$$$ 3em'& V n_ m ,m u P. � szs 6°6 - — Sw,,m NJeimPTmk law km I WmWrCo aae ❑ ineommW 4m J6P- I wmw Can,mAe ❑ v11. 0.wpnmibJ' smameM-I.lke.adermwe..m.mene v". 'tlroiero meeOMlSJw:nm Neelbbm penv MPMPRSNmmba Beim Phcm Nmda Plnmb's Name llow) stllmirt S 760 5'71,P01M Wmm,IA ,(6met Cry. suR ZIP p ) 5" Villry Vi,w Twil, sam mm0. W15d025 VIIL n o IDe mP ml U,, Onl Appmrc Oae gmlumma, CC^s 1 �.N •m LC. q Cond..Yne,SW[9'Rf Be.PPrw,l 0 L 'g-I CAL s � ate/. ie1 PJtiV-F' l^-diva -`^� . F:�mnYxlnml Wn�Y 4n WVl mNuagm. 2 NMOVFIKingD& I. I Y Yf ypvNe pk! IU14NMH. \ 6tlm SBM398(ROYM) SYSTEM PLOT PLAN Project Name: Fouke 3 Bedroom Mound N m r m.a �. eMl wrr� ssm. suna,rc sole. r=m. EM e 3ru a.x. Xn so aMaeip eM eM w Gi w,91'1eyme eInhIrrril 1 Property Line Garage Drivel well Beearmm a tf /60'2'/SCH ^WLP 10001650-MR nl 60 SepUc/Dl Tank I 90' forcemain � •Bt /III 96 02 • / ZO Cfi 2 29rook Moano / 5 66 �_q4 RM Coulee Trail L vveMupab ,a � ps )N DMGION Of INDUSTRY SER OGS PP GREEN My At want Gimm b May I,vpJwm,wloa,Moauaiw.mnear«mau irnnv4aP er now UCore-fuwmw now Core August 27, 2019 CONDRIONAL APPROVAL PLAN APPROVAL EXPRIES: 2021-08-27 Plan Re1im: PWTS (ffl Wl691-C IOHN i SCHMITT 616150%Ave Somerset WE 54025 SITE: Fouks3 RPdrootu Mound 1128 CouleeTmit Saint COAX Kbmiommucl FOR: Object Type Mound Component Manual —Von 20, 9B0.1N91R (N-o1NL RIG/12) Pressure romilmom Component Manor l - Ver. 20, Ob]at Typo 9RD-DOME N 01101,A IM2) Immutdom 450 GAR Munnetra Emmued The musical desuib d abom me been reviews] om conformance moth applicable Wisconsin Admmismawc COdv aM Wisconsin onew,. The mbmilul FUEsn CANDrt1ONALLY APPROVED. This sys¢m o m be round and located so accordancewW Ole enclosed approved plans and ALLmy component mmums) mccutro N above. Tuncomer, a, deanM io chapter 10101 C 0), dimension smMea, is responsible nor compliance room all ude immurement, No person may mpg, in or work al plumbing in the elate wlem livered m do so by me DaparMmt per a. 145 06, new, The following conditions shall be met dung cormbumim er imWlmion and Poor W omalet cy Or we This system is to be concocted and located in azwNany, win to eppmvol plans, and tire Mound Component Mmmal for Prima Onsite YmmWater Systems Vemon 2 0" SRDI M91-P(N.01101). Thc birion network ismbewl for,, inOusn, Wccwin publications Systems-Gordon2.0 "Presure Disaibulion CompooentMwualfor PPry l,mim9.6 m Ofinessnt Disl b tione20"end/mme zing mnM1etls otpublicarian"SSW MP Publimuon 9 6 Cosign of Reeaure Disvibmian Networks fac STSAS col)" inspy Of me approved so cedOnemDepor Ne mailbeon-siRduelocanmucdonmdopmor island] by me sthte or mind muivesof y ant be rommi PM1mry includelocalpxmrs. All permib equirtd by me amen or Ne Incal mwicipaliry want I be Obuiocd prim m commcncemmt of conatmctieNinamlletioNapeMien. In usuting Otis approval We Division oflndustry Services enemas Ncnght W terms cbenges in additions world commune amm ariong men neueasery or im, compliance. As pv coma sub 101 12(2), n,On" is cols review shell relieve me ddgnu 0f the responsibility for designing assfe building, swcoue, or compost Inquiries wnceming tha wemponda ce may be made re meal the telephone number listed below, m at me "di on Nulmerhad. The above left adbb,wce anal provide a carry of this liner and the POWTS management pW to the owner and me others who are ulmnsible for the imullatioq open@m of maintenance of the POWTS. Sincerely, %1.�tt"W//''bo^ M,toew Allenlamem Wastewkr Specialist, Oinsion of industry Samm Q15jA00.W61 "oubeu lanzmn" an: MOUND AND PRESSURE DISTRIBUTION COMPONENT DF�SIIonalry INDEX AND TITLE PAGE APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES Pn]Iect Name: Fouks 3 Bedroom Mound DIVISION OF INDUSTRY SE_R�NCES Owners Name. Tyler 6 Fall Fi W% WAWIAV Owners Mothers 1128 Coulee Tra;l SEE CORRESPONDENCE Roberts. WI 54023 Legal Description'. NE114, SWIM, 59, T28N, R18W Township K;nnicklnnic County'. SC Cmix Subdlmslon Name: NA Lot Number 3 Block Number Parcel 10 Numner 022-1026-10-030 Plan TransaCYon No. rages index and title Page Data entry Page 3 Mound dravnngs Page 4 Lateral and dose tank Page 5 System maintenance specdcadicns Page 6 Management and contingency plan Page 2 Sepi and Dose tank specdcations Page 8 Effluent falter informal Page Pump spec;fical and curve Page 10 Plot plan Page 11 Deal tank maintenance agrvement Page 12 Wananry dead Page 13 CSM Attachment Roil evaluation report Dargner: John Schmm ocenae Number 223980 Data 771201 Phone Number: 715a60-0495 Signature Deval Pi to tM n 2p aBPt�9tA IH JIMUantl Sala Voi P1b,, on a 6npegn d ortervrt paLYmlon Nal In, STOAS 11 de11 and Plei ntki Compomm Manual Ver 20 SD), td]do-P IN. o1lu11 Version 70 (R 0312012) Page 1 3b Mound and Pressure Distribution Component Design Learn An ksuaet Site Information w or C) a ReslEennel or Commercial Design hard fill On Wiawmnr.stemma ]00.0o Estimated Wastewater these apd) de8>eeda 33 M any 900 WarrantWarrantAr 1.50 Peaking Factor (e. g. 15=150%) .r uasn. a50.00 Design Flow(gpd) 0.00 Site Slone (%) / 88.65 Canter Line Elevation N.00 mi r (i IXpM to Limiting Factor(in) 0.80 Iroailu Soil Nppllwfion Rafe (gptlHlr) \/ Dlalrlbullon Cell Information Dispersal Cell Length Along Contour Oft) 6-0o Cell Width fit) 1]S.00 1.00 Dispersal Cell Design Loading Rate (gpolflm) 1 Influent Wastewater Quaker (I or 2) Are the laterals the highest 1 in lM1e tllsVibWion Innpure Dlarlbution Information netwri Enter Y or (D or E) L Center or End Mail 300 Lateral Spacing (ft) If N above, enter the elevation it Number of Caroms of Me hianest paint �� onfind Dlare (in) 12.W Est Orifice Spacing(it)— Tso flronfice 19 Forcemam Diameter(in) Forc rch m Length (a) Does the fomemain drain flack? Pump Tank Elevalpn(fl) Enter Y or 325 System Head (%) x 1.a 9]3 Venll'aI Lift (fl) 192 Frlcllon Loss fl) 0.00 In -line Filter Loss (k 1a90 Total Dynamic Head tt Lateral Diameter election choice MOOX Treatment Tank In, atlon Iwo 00 Septic Tank Capacity (gal) Wieser Concrete Manufacturer 9]9 Forcemein Drawback(gal) 6L32 5x Void Veto" (gal) ]T11 Minimum Dose Volume (gal) 3g.32 System Demand (ggm) Mart Diameter UWtion re � coons, cno 12s z 2 0o o 300 GellonMnch Calculator foul onali TO01 Tank Capacity (gal) Total Working Lgmtl Depth (m) gai (enter result In cell Bag) Dose Tank information Effluent Filter Information 65000 Dose Tank Capaciry(ga) POEYLOK Filler Manufacturer 1700 Wse Tank Volume (gelfin) 525 FillerMMel Numflar Wieser Cw¢rete Manufacturer Project Master Mound Paget Mound Plan and Cross Section Views "(1110B ar�onvme a H 0 oI S Mound Component Dimensions 0 12 Oo in 10.60 It J 5.35 In ev 20 i6 R a50.00(Ilsi Dispersal Cell Area 061. 13 B) Basal Area Available 1 8.00(gpWft) Linear Loading Rate Z50 (fl)1I10 BObs. Pipe Placement Mound Cross Seetlon View Aggregate Dispersal Area Finished Grade 9O44 Plb Q H G F Dlaye va oe Lateral 9665 (b)�I Invent Ellevareal Call Q Elevation � 1� 1 95.65 k)Cii Elevation 3 0 % site Slope G ersioile Fabric Cover Shading rc y g Diewnal Cell Said Itl ldetailson ❑�Phrase�s p ro mbaraee pp Subsoil cap d 8 + fl 0 �—ap pa a equally ASTM C33 Send ar F Lap Ierr from use ®�TIIedLeast ca® 05fl call a ©Q E ©. d rt n Aggregate lnne A dlatrlbulion call(AaBL Project'. Master Mound Page Canter Conneetlon Lateral Layout Diagram fi 5 P '•`r 11X 1,1n 1.1i m.mwh4uus- aum perTrip, edetN she Number of Laterals 4 Orifice Dlameter 01BB in Lateral Diameter t50 In Orifice Spacing (X) 253 A Lateral Length (P) 3889ft Orifices per Lateral 1 15 Lateral Spacing (9) 600 fi Orifice Density 750 iflpolke Lateral Flow Rate I g53 gpm Merely] Length 1 300 it System Flow Rale 3832gpm fir ld Dlameter 1 151 Tra l Dynamic Head 1 14 90 ft Foridemain Velocity 1 4.02 ended; Dose Tank Information grlBE .Wand— Side 316 VAC Tank mmmond It le poeerly veMp Wieser Concrete Manufacturer Ce eci 85000 Gallons Volume I if uu gallinch Dimension Inches Gallons A 2070 351 Be B 2 0 34.00 A 7711 D 1100 19100 Total 38.24 66000 Alarm Manuaracturer SJERhomhus Alarm Model Number, 10383y8 Pump Manufacturer IDeller Pump Model Nur I152 Ll ine W,ar with "'IN Level end well Al am a ^.mini min Marshalled 2n A �B priori de.0 ni Pump Must Deliver 39.32 spin at 14.90It TON Protect Master Mound Note. Switches mtorturing mg cury ay not be used in Thus antem Page 4 Mound Systend Maintenance d Operation Signecificationne Service Providers Name JpNnW mid Phone T15460La8fi POIA S Begulaci Name S Cm C N Zoninq Phone 915-388<680 on Flow and I and Paranuten Oealgn Flow - Peak <50 go Maximum Influent Panicle Slze Ve n Estimated Flues- Average 300 goMaximum B005 2ID 'mi Se%Ic Tinkcapac6y 16W JBIT Mi%Im1111r T55 t50 rul Soil Abapmtito Type of Wastewt aer Domestic MaximumlFecal Colbrm >toE6 crull00 mL Septic and Pump Taal Effluent Fit I Pump and Controls Alarm Pressure System Ml Othe Sery ce Frequency Impact enmor serves once eve 3 hoped iris act and clean at least once e+e ears 3 eshe le'tv'iw'v,oz 3 lease Should lest mnnN Laterals should 5e eush ntl re uretsted eve 3 ears Ins nfor ndln antl nei Increase 3 emi and Miscellaneous Construl and flival Stagdarda 1. OEservation pipes are slotted and materials conform to Table BPS 384 30-1, have a wateN9ht cap, and are secured in as shown In the mountl component manual. 2. clapereel ¢II aggregate cons mis to SPB 384 3016i W Is. Aden Code. 3. All gravity and pressure piping materials conform to the requirements In SPS 3" Ws. Amd Ooae. G. Tillage of be basal area is accomplished with a mold hoard or chisel plow. 5. The mound structure and other disturbed areas will be sceded and mulched t0 prevent and erosion and help reduce note pen0m6on. Lateral Turnupoeatl Finished .............. ............... Grade V h� f — Threaded Continuous 6-V Diameter L— awn Plug or Ball Valve Sprinkler Valve Box Ir Distribution `r Long Sweep 90 or Two I--�� 45 Degree Bends Same Diameter as Lareal Protect Master Mound Page 5 Mound System Management plan Punuanl to Sam 301.5C. Wla. "an Cod, bromm The pro, eIt 00peraW In andoManw with SIPS III reds AAdm-0We end Snell malnlgLnM,n au dAn¢ NO ne wnponenl eIS15SITICA FP(x01Nl,IT old), 56 P ane6101r8p,,M Pmwn dNnWnon Campmenr ManualVm30S6h 1073(1 OWl R lallll old ASH 1.i pnulnm9 m $plem loam an m90mn. do Po"g ks damn mound should pump tank.emeonmenunml ee In azmre �nmammatlh AFs 0ei» VVIS Am CooCould M+ie , as look$ ar. nn longer rake as tha(mmmpnte solo m0 napenM ertgnlnm uewee npenogs used for Serve. dassessment¢ al1mu lH"Wlenl IWO the m PlelOn ao IM Any opening dwmeenunewn rbktllw.m ue w to rellure moat de eol.md � Ekpoaw¢ums opummg, m .der than Srrgnee m d remeo r Shall re mere by an emnlaaRome am�mmpra..m.ale.namr un.wmrmee ehlrv.n .Ynxwmmpomm. UWc7ank eHOC Drinkmere mamymw by en mdlial w,ttrw M and,s vidi fem¢,neara xel.e. SYn. Tmmnunbuftm NPp nkme n.ue. Drink eaPmworin.aapn,rkamn xalu Wl. drum. Cod, the oOral,g conluondfma,eplwunk one omlann.r.n.ue. wery s seen ey ws noon. m°IDO Offam 6Xer.e.n wukmad ae neq.e.rYlo en¢nre PmP.rncer.eon. The nnerunrtg momit be mm"w unww Knuallme remade Or m ans, Repair e tank may III oe the Nor Munn narrowed hark, he en. "tMOMrwmulp"dwnhanaram' � film, Iffel .,.Kee me warm ra WoodlandPondnu,my. Inwm.mnt� r.rema .r �..u,x nowew.n lmPonelemmmn,n. r The wasoultmemmill MAN as Contents murromi the 1111m, mega and all to M, akcew¢ Inure lwm.olume of Os fory It the Currents wom, the mend" �afl�ug a.mn..ee mnomaximum and Sludge .ainmr to rwpw;:eh'np.e"I ea uwm,ns ON ad than callbe aMrowed forHOCnoIle"I oepam 't If emm6fm e The Pmpaldmunel 1tankrrtallrt belllnw& n N:`uparmih,Ir� :1Snd N''a . old PU1' marl es tested 1, rely ooMr xnt y nmh, ShouldN Wanted nn em the panmhr. and me mound the sew eeeew.r'ra m�lmw mssmom .a miop'°w ,a1Po�1�.olnn. damn id for row spi in orpgnmemeate,rKma�d� ro, act ompoo,o, may .:I:einw ionpa.r.eri r,rarvl uiu.0 Notithe on rmlw111 1 10 ,toereev p the stem Tay e n mqt. nw DAyo uymlThdTO mome,wmmo'ndlmd.lwzmmvy Sot stH vM*ssne 10�, Toy had a at or 50 �.eoe,. sa man.sslp costa.os. me tanwlapmerornlamreutw.muem. trilln.n my owe. maximumaagnnp. ,peThe HSAMto mmdfor this msion IS ph. n dof,m llgM ora, °Hto ema�if is nme dnaomas vocaad end if0clear Once uninfor 18 mullm Who' a Pleasure 'as' i..peedem, a M,,W w maM annyorl A should do wm.amamnwpn � oymamtn plPos wlmm tesMemPosal mu.n,ube dmrxmW .m,enl ponalne vnmlry i.,.e,n.ue. repnn.a rom.,.,rer, e d,�Wl call Mound r.m .eweeamm¢m,wesa a..n lmPonelm r.yeammmunre awrnng.whmna.m nmmm m,nwnng. commmw Plen an the ,pan tank IT am of IS Wmmnnts mmrenlw mor m w eee tank mpsmt of M mpalor mpl.me to keep the Sya In HOC oa anng mwmon I the ome tankooks,, pump,pump wnrme, main or related NOW oecSmee dmewrve the a Me mmponemal Nall m'mrtylabry e same A It dimponn, not If themmpoma slowdown sto2roMmw or menu dls else wa n,W, au sane orPonal mwne m,a • ashy co[aand Iwwe`omn or byy fornmroirp elwglnI logged A;Iwo �Ig me M pipiq, No ageong Set mmponta, dxmed nemmry to bens the system not prewar p robq cold Awn. 5'ee pilot 5 of Me plan ad the noun arm to MOa number d your tole POW5 n ,iN,r and xrvl¢ Wmew Pm nl uma or domfetli,n onus e%all n mpeThe and on dommana and see ml"m ten of the overall me n,gemem Iran tulle eymm. Protect Page CAs—A—HAE II a' usr-A-SEAL _ pll II eze / II 11\� RLrm oR IIII IF I e.mE IIII II WLP1000/650—MR TANK SPECIFICATIONS )MEN90MS: WAw T EOrOM: r MNERs' µHCLE PA ECAs CMCRETE RISEN NE54 roIN uWOTN: 00. w01N: Bt 0.0. a OW IMEi: Y o o. WIO 1£V w WEIAlt ia.ew W& INLET AND WREr'. CAST-A-4AC BOOT OR EQUAL CAWET.. C0.5i-A-4& BOOT OR EW AE INLET AND 00%� SAFFU AND C MSCM N. SEE DETAIL AIO (OTHER STATES SEE CRAR» ( uW0 CAPACIr: n.uo s /IN (EUs C) LOALIxO UESIOx: 8 0' UNSAnRARo SOIL TANK CAN BE USED As 4 me/S nc. S CC/ PUMP OR WPNw TzKSCHh(s1MR MK MIX OE0 KOM& nm+) WS ECR CUSTOM TANKS CONIACT NESER WNCREOC MEEXD BY: POLYIgKe PL-525 Effluent Filter PL-525 Filter The PL 525 Filter Is rated for 1TOW GPo feel Ions pe, day) making it one of the Iagave ferns In Ito loss It has 52511now feet of t/It' filtration tics Llke Me?,Idue P1,1II, the Polylok PL525 hit an a,mmatlo shutoff ball iPIKIIed with every inter. When the filter is remoeor for cleanil the ball wet Fluat up and temporarily shut off the system so theepluent won t leave the Link. Peahnev 1/lb" 6illmlinn Slo s h • Rated for 10,000 GPG fashion, per day)- pinion l • 52!y Free, feet of I/I I- fltadrn. 10,Ali oil I- Pat 000 • Accepts J"and 6 1121140 pipe. �. uwe,v. Thai . Brief in gas denea' • Actual shutoff hall when filter Is removed. viski I, • Ala,,, aKvi lbiliry. mnoeeo • Accept, PVC eltul handle. P1-III 1m1n14te t Ideal me midcntial and et cid IIste flax uP to W IO.o gall,,, pet day (GPD)Te Fimnenhu 1. LocaR the outlet of the sepbr tank 2 Remove the tank cover and pumpmoklfnx+... v n'�� 3 Glue the filter housing to the J" or 0 outlet Pipe if scrvD CP the Nme,'It (mewed end,, the access opening we Polybk Fsmnd k Lee or pence of pipe he center filter. + Inse,t me PL525 hip, into IV housing 5la . Repce and Khure the Kyle tankever. ® xaflw PL Wq Matohnana'_ The PL45 effluent Filttms will operaze Offee ndy foe Kemal years undernoryal unditeras Kifomrryuiring divorce; It ionded met he clm, be cleaned very time the tankpumped, or It least very three yeas. If Met called fdrccontains In optic nal Ilan ,Feowner will be ratified by eolaim when tM rvilOereo- anwwe needsecingr. semiarid Fe done by a Khli septic tank punepu Intel A e a ro aa0 1. Want the outlet of the septic tank 2 Remove tank 1 pump tank if necessity 3.Do and plumbing Ihe (Ter I panel. Q� ;. Pull PL55- lg ,let the leasing 5 Hose off fit,, M1 1t k. Make,erc all J♦k sold, fall back me qdw tank 6 huen the Flly K,undge h Lkcne By homing malting mm,mKispmp+Iv Aib^ dandmngae,phw`.etM. 9_ Replace and secure"Put task "yet mamansnvt,.waAnd .w.e enu.wue5,Links Polvloklnc 3Radcal Blvd. Wallingford IT 06493 Toll Prue'. 812765A565 Fina05.igANSN cave, polylolecom Page 9 yiu U W5253 ilJURVE W NC1C It CONSULT FACTORY Fun SPECIAL APPLICATIONS ' hi Msnp Wrele aealade • prisms aM1analon, Us If M rems we fission she suppled r Fp an ap" • arrese Ned mmMswAener of Bei Us Goref asngse phase rymms Doehle ggggmex uanatelevw flow sherchea we anllma (anhmn Man aw and hishr; coo mm es $BLB]OMN Bo Peb WsainsUlBlions-She FM1a2l perl)A'FIN GI .spa 14952195ann TOIKOVNPMICHENDFUM PERMINUFE EFFLUENT AND )EWATEAINO V IV as am Me fear of i Model 151 Models 1521153 ( I s 6ski ',i ' I I aw m' If, Sgz se�SmhnsrvM ew,� o eveuo+avaearaale Mass flui a+emrmi z sNFmonn�fi,.nmmaaelama�a,.�afiEo»- mrgaa�,aema.wuwwmam.rvmneme. o. umw��•nre^� 0 "Easy aeembN RESERVE POWERED DESIGN For unusual conditions a preserve sai farm lseipiMerM ante Is off of oWry zri Pump. LCepyrigm2nro:eller Co. M anspreservee 103l4 Page 9 SYSTEM PLOT PLAN Project Name'. Fouks 3 Bedroom Mound °°`"" `"" "°`°° N wsrmro^♦ em Se"Imrm n, as*uluden eutr. v.w BM mbr0 BMEbv Jvmv o5 W ermVmn: 3%) Well CM IH OV�MeI Property Line care Dnve«ar .g Well 0 3 BeJrawn House \ I �50' -- T' SCH00 BepaUDme Tank Tank 9B'forternan gB1 B2 20 Cax 9229' Mound / I 6'x75' rock & PIPOIl B3 Contour line E1=95.55' -- BM2 — a__gp RM Coulee Trail --- _ —" at Croix County, Wl 292.62 Tyler & Megan Fouks se9e"d BM 1 00.0' Bottom of siding top of basement wall on house 1128 Coulee Trail BIT 9535Top of SW lot corner 1112' steel pipe 12obeds, WI 5401 Co our Line PL. 96.65' Length 75' PIE) (122-1026-10-030 wS i N N CC) �s si. I�ny S.'n' lank CJ (O _a o " P -__-_____ ____ _ Is 295.25 6, Coulee Trail ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnertRuyer Tyler & Megan Fouks Mailing Address 1128 Coulee Trail, Roberts, WI 54023 Pat Address 1128 Coulee Trail tvetRrol�n reaairod rrom elannmg & mning Depatmem rot taw rons�danl ctyfstateRoberts, Wl Parcel Identification Number 022-1026-10-030 LEGAL DESCRIPTION Property Location NE u. SW 'r.. See .T 28 NR 18 W. Town or Kinnickinnic Subdivision Plat: Lot p 3 CertlRed Survey Map p , Volume . Page R Warranty Deed I (before 20VIVOInmc .Page» Bpee hod0"Sod, Lot 111e1ltlemillable By110 nn SYSTEM MAINTE' NCIE ANDO 'NER CERTIFICATION InttproCer I'd me ........ t you dw,e ,dn odd rwul,I uM'mnnrefnilecm M1wdle a FranorcamonaInto p p-0 M1 p k p'h o ldb ai d p WhoY P t h vaffect h of the ptank S red h ' t,mc .Own»mrmewnce ormfor n,e.a ttr -W' rSPS 3520 dinC mica 1 1. Sh CIOIXt IllyIII (or TM1e pm trye nc er ngae aubmlln sL Cr... Gummy Plm lalp&Zw Paris a srrltloalon 1mm Signed by me raised and by r plumbed. I oumeYman 1ladir. III harder Ifianded Perdedr)9t^thmlpheo- Ierarmedw e m pmparopeane Imenion anm rut aft" Indi and pumong an desert) meepde enkk Ind than l o tun afeinity n I'we. IM1e adcognd have emd Ste can, 'demarcation, and agen, to mainta,da, frry a owed IIapoul xylem With the crandadYxfF hlh Op fAf -A dPr 5 aM1 Opxn 'r fM1 IR tr. sorli Wtso Lemaddlona 8htdocketed raced M1zbeen and tined dart he completed and reamod to theSt Cars County rating & Zoom is Department within it day, Of the shave year ecmomv deed. I'll di tMt all etlm g,fareazetire to the be,, or my mar knowledge. Ludo r... the ownml9 of the peM nroJetwo d l nova. by Vlnue 0fav5rvanry daedre nrdte In Reyix¢I ofDees Offie Number of bedrooms 3 08105, 19 SIGNATURE OF APPLICANTISI DATE Any Hindi that IS nonevents may«aultie IM1e Simony pemA bring mnkd by the Planning ad gaining Ucov,memP' indeed ,in ad, aeah"Iian a teavMM wmmmv IS Imm IM1e RgnFler If PI 1010Intl aoi If Ise retained mrvry "Pit rernenee I: III In the odonty deed. mentality Page 11 Nrc - ioA AS BUILT SANITARY SYSTEM BBFbAT Cda Th; z ADDSONWESS f \ to 6evb 0;1 SOBOrvISIOX / CSNi IqT ^ SECTIONJ_T dO N-B /T N, Tovn of / ST. CROIX COUNTY, WISCONSIN SNOW EVERYTHING NITNIN 100 PEST OF SYSTEM ,V c-IN& fr, IK INDICATE NORTH ARRON Provide setback and elevation information on reverse of this forn- Provide 2 dimensions to center of septic tank manhole cover. aNN©R,ARR: laao lop �, rue. AvfERMAxe Bx• LBINO TANK IMPoRNATION manufacturer: /c:C61E1/T'1 P✓P Liquid Capacity: setback from: Nell ?p5'0 House /.%• Other pump: Manufactured C1� NodelaUfan Size /3 Float seperation __ILL 3 �� Gallons/cycle:OO� Alarm Location d , A40C OTi' SOIL ABSORPTION SYSTEM pI (' / Width: 0 LengtA�Number of trennches /VA. Distance L Direction to nearest prop. line:_ S. .�r%Dfi 8dU y Setback from: well: i�ee Noueep/�Other ELEVATIONS Building Sewer ST Inlet. ST outlet PC inlet PC bottom Pump Off Header/manifold Bottom of system Existing Grade Final grade OATS OF INBTALLATIGI`: PLUMBER ON JOB: LICENSE NUMBER: J �/ pmb G3C�nCcn'OMC© r-aPl4 /fio l UG 05 20SOIL ALUATION R All .$aa m0 boy P.Po 1 m 4 -gfm., (J sdmm6ol Temkq.lnc Pllloanpndl wplan OLd�e�i lT�aT5s,d a PPbn mnM ro 'lm- wmul amp nn�IMl vamp SMl el rob�.nG� pnrmnl alga, scab or all n0 and bzl'gn an� dagrce ro %aesapintell lMwmellpl. w m.pmw ln++aNr...n amlml Loumy SL CmIx Pormll pP2-1 a0 Rw &l mq / apartG FWks, Tyler B Maven PmpaM location GCN. Lm E1I4,S 1 ,S8, ll R18W LWs 81'4N SUW.Nmw CBIM 3 CSM 2458 R PmpeM G'xnNe MCYkg Wartu 1128 Coulee To l City BYb Lp Cost Poor Numgr Retells WI 1 54G231 715-781<797 ',, CXy VIIIe4e[Ton Naeml Read Kinnidinnic Courts TMH wWWon Ilea', Pas] RpNenall l NumM d prol 3 Car, MXyE poor, Mr ad, 4% GPG Wumenl Pudcormmmatln-LebdN'. paraso brel ulumum(Nurpauule Sedial _ _..-- FlOW gpmswelun. rtappY®bk Rls R. Gnemmmmerm papa'mwihMMallwMsylem. 3yaldn Nwdlmb Wfi3'6wfMaronlanllreeslrtislvtl Mgi.85'. S onadarsa'u3%. and lewmmergnpre'. pep01011miing lxM is 24'. Fil 1-1 Pd GrauM all Q, 94.45 R Ikgllb antlpledor 26 _ Sollapgiulim wre Ration Ca{N In Damorm lLobr Morgan RMw Cessglm Ou. Sm cant Cdar Tepwe al m Gar. Bx BR.radar CmMen Boundary Rwp ram 1 0-12 INr3/2 nOrM vl 2Rbk 2m,N IS 0.8 2 12-IS 10yrdl at 2Mk 1m,1N IS 0.8 3 1&26 IOyM/4 mla z11 2msCk IH 0.6 0.8 4 2F35 10/N/6 Uj�MjB5yol 9tl 2mabk 1�- 0.4 0.6 5 35-56 10yr5/6 na ZSpg6 N---ft - -- 03 0.5 6 56-01 10yr6/6 m2d)M69 l grg __. pn 02 0.6 �Bu n a ❑6orllp VO MatGwM suraeaw 95.75 R Caphlolm spftal 30 In. BplpgiGtlonlam on CepO a WnMeTCOW all Reba Oewpllan On $a. Cam. Color Texas, Snuolun Gr Sa. SR aia Goal Rub I GiQT` 'ENI 1 tr18 t0A3/3 all pi 2mgr 2msLk mad. mfi as M 0.6 0.8 2 18-30 J.SyMl6 sW gry IN 0.9 0.6 3 3045 7.Syr4/4 nod 16NW6 10 3 9 lmsW mh 9w 0.4 O] 4 4565 10yra(4 m��la nlisdi aN6 9 0zg Om It mM1 — — i O.J 0.2 1.6 0.6 5 65-R 7.5MI6 'EMuanton- BOOa> a0< 220nppLand Ill iR Ml -EIAwntn=SOO5<30n wd 198280ma4 LBi Neme lPbeee PXnU Samoa: Txun.. J. sdrmilt 22CSTNum[a' J429 Mdeae am T.alvg. ma. 0.b Ewuebn CondutW T.WIone NUMer wlyalT 6/1712010 715-8 19711 Prcgdd w er fa�9Me9Ml Pmmia, 022-102 IM0 / Pope 20 4 F3 Soxfi. hnvr �nR ✓ _]Pn Gunx.u,laweM. 95.15 plxN XmnlnplxN N F _. $oll PywlWMRek Homm O m In. Camtn mCaaGw I ,mp m TSYnnun Munwn on Si. Cold Cold, Gr.5z 5M1. ComlNnn muMvry Raou QFnW 1 09 ILyr3/3 none 4 ZMr 16pme 3/4 91 1 2mik ll p sl none 9d 2MIU mM III3nnX 0.6 1.0 2 418 mh 9w M 0.6 0.5 3 Sb24 mh 9w 1H 0.4 0.6 4 24-29 10M/9 mGR W Ln9:k mh 9w -- 0.4 0.6 5 29-55 7.5M/6 MMj I I 9 1mft mh 0.4 0> ❑Paxopr - earm _ ]Pa cmame.artaoe.w. n. hwxN umnMp Mtlw_ M. sounpglrelw ReM Moms 4W. In Gaminanl Cnb, Munull Rinds mmlmn Gu.6a. Cam.0 w Tmd.M B sdun G¢S. SM1. mmi BwMar/ Rmm al n ❑�nm ldmm m Gmadmiffameat R mpIn 10 WhInp htltt Sallgawvelmyn namb MNon Oeplh Gommamcdo, in nmm R.e.el)Inmapmn Gu. SaCam. Cow T.mm Stluaun Cmwbm Gu SM1. Smsim GP - E9lwmtll• SGG5. W0 220 mph and TSS sM--I50 mpa-Emuanl 12-MD5o N mgh.nd MS �30 mph me oepa,mle lorcomm mgml mpwmmniry ,,ion 111du and Mplorer. lrron mm ev, meaur neM nurexil in en illonalcrmmml.pltue vanluY rxede{Nmen1m608�2663151m 1'rY EOX2N�B21'/.%m at Croix County, WI j Tyler &Megan Fouts 292.62 Le9ena BM 1 00.0' B/Iiittom of siding , top of basement wall on house 1128 Coulee Trail � Roberts, WI 54023 T. BM 95.75'jTop of SW lot corner 1 1/2" steel pipe RID: 022-1026-10-030 c Co tour Lips EL. 95.65' Length 75' _ 1 ❑en,„ Garage w� RS� � T _.m m. j,122 1126 1113u 1 1"=40' e " RWk w N seProTank •.�._a'�Fxisrin9 B1 I i C Line El 95.85' H fi 94'' aWrel Gas Line N f. 33 ' TBT Tranamlsslan Line ver Head Parer Lino m as .m+u�gne. ......._. 295.25 -Izfi-za,00-.-_.__ =oa,rr,a: Coulee Trail 6 „eB smryane Allomei n°m om PRIVATE SEWAGE SYSTEM creme St. Croix INSPECTION REPORT andry Penn By 61 EL470 GENERAL INFORMATION (ATTACH TO PERMIT) 8111, rum0 No Goal infain you Al forry p Lord for sursondary pl Pa 4O)(m)I Tyler& Megan Fouksc�n TOWN OF KINNICKINNIC eN 022-1026-10-030 aN eiw nep/oo wayip No e,e. 5' 61.. nmmor, na09.28.18. 138H-30 TANK INFORMATION ELEVATIONO A TYPE MANUFACTURER na 5 L CAPACITY STATION 6,8 J / Ell sroae IIE La vs- net 401, 16� Novel �. And a n e �- 5L5 sag. sa 4 arm I Hi I suHl Ir /135 76.4 TANK SETBACK INFORMATION o101 INS vso� TANH bl � Now. nor Dosing R!BLD ReaoMan eeA.,niCn Dan. ase'/�n sOLSwem .7 PUMPISIPHON INFORMATION rael 013ee Zi 9E. uMA ' S `vol anJ GPM 39.3 51 QV H.%I 7L .ID NAN al NCmee x LM/6 9 Pnni00 Laos srsrem 3 L Ton/s• IT ma.Pal a�.jb2 0 Is F T soil azDtTRENCH DIM5 . L, ,ems n No Of ,eJLUG omF.�IONSN Pe, a Liquid sybI mTU P21 W165 LAnnsTREAM �e RN.al 157 All NN'T DISTRIBUTION SYSTEM 'L-b P.A l HAS M63 aol, :. awl. V "'°36b10 LSaI 3 31�q Z°5rhi toldn a oapm e<e�ls-�-Y.«N I, mulaw'd ,...T.nlp, /,41 "Ah Fagaa ' °e°"j C�, eoN COMMENTS:(incNeemaenacrepennea,pemnapme,a,em) I-sel: 1128 COULEE n.l Ainumu"CDvron- kp 1561 g laiag sands,length. 31M on Mmve = L / An-, Plan Swedn Re°pl,em Ores yW / Use other nth for aaaelpnaLmr°,mafnn. ° L/blo D 9 SNuanO(Rvw➢ Import 161,1111 resolution 02 CL:tiO-. Q1ew Unal RI°.J aK C(� f II y, C l�T InEUBIM1' 3e m 'npau N ymil Pant umber On Im awry Co) �= teCp EW 292919 e�F AUG m. Wil62 Med'mp wI(p/55�70 T� unit Application5�mim wmmmm muzlm,w mmanni, rnw mme l ma tft�a 6$ ry6—CJ ulmd pv m owmurn Is an Rana NMPupp,mv rams Or weeanmmAJLa,RaimansAmmdlM6mavu)Ne Sm PmmPm IXgmnmmiseRry PohvenJ Beniu. m n roN�mCVW®T,M xm Iry ineuaf 1. ADDIMI&I lnfmm - Munn Print All l n(ormatm, '�A)R�Sa TYk&wom FIs c ay.d 0a PmPmy o.m,:, M.IIJP Aeea„ Pmamyl mmn IIS Com,Tal Dow Lm 3 N6 K SW A. Smdm9 CngIDe s ZIP Wm PnmeNMI,m nbvb,W1 5e033 i3 eN R)RBmW��) IL Typ 4 of Building l[Eaall tint pply) WX ® I m d Family �elnnX-NmnW9 Bmmmu 3 smdiv.=Nme su L ❑ Fm,xPmw,,..A-D Mm, llz OP,,k ❑C* f ❑sm,Dwnm-w.><.ikUr/ ❑vnl.mmr sM Numbe /29op JM�// 5 /tied vdlz i3t 1112 ®romw KmIA= TILT OPermil, CM1eek PA. Cum IelelineBBn unable A. ❑Nw 55,Iem ®RPolsseamlTyM sunneMHdein&Tnk Replxmmt WY ❑Cee+MWiOrummE.v,4n{sypm (emlebi) ❑Vmm mrnil ❑Pumn Revuiw ❑ChuwAm bN ❑Pe lTmmmm PmmrtNuabma Melvw] B. B,Gie EyllNim %umkw Omni yy pl.y3W3931 IV. ofPoWT35 s1aMCo mtl evim: heckn11Bu1 P1 ❑Nm Pmawma lrvGswid ❑Pnms lmL and ❑AILnR OP1mmIMIIfPMwW P&m.2431 O&mublewil ❑NOWmXTud ❑UM1UPSYID Gmgmenµe@WnJ ❑Prnnmml Prvlm(mpldn) V. Diu mnVRmmem gins IntOrmAtinn: Pump m,(BA) Arolwm w,pe¢Y me rr7 i0U-Vmd ncw`-M 69 dpm:Gevmlm l F 06 Da VL Tank Info CkrynOYin 6 TOW! NJIam pA, Mmufemm y $$$$ 3em'& V n_ m ,m u P. � szs 6°6 - — Sw,,m NJeimPTmk law km I WmWrCo aae ❑ ineommW 4m J6P- I wmw Can,mAe ❑ v11. 0.wpnmibJ' smameM-I.lke.adermwe..m.mene v". 'tlroiero meeOMlSJw:nm Neelbbm penv MPMPRSNmmba Beim Phcm Nmda Plnmb's Name llow) stllmirt S 760 5'71,P01M Wmm,IA ,(6met Cry. suR ZIP p ) 5" Villry Vi,w Twil, sam mm0. W15d025 VIIL n o IDe mP ml U,, Onl Appmrc Oae gmlumma, CC^s 1 �.N •m LC. q Cond..Yne,SW[9'Rf Be.PPrw,l 0 L 'g-I CAL s � ate/. ie1 PJtiV-F' l^-diva -`^� . F:�mnYxlnml Wn�Y 4n WVl mNuagm. 2 NMOVFIKingD& I. I Y Yf ypvNe pk! IU14NMH. \ 6tlm SBM398(ROYM) SYSTEM PLOT PLAN Project Name: Fouke 3 Bedroom Mound N m r m.a �. eMl wrr� ssm. suna,rc sole. r=m. EM e 3ru a.x. Xn so aMaeip eM eM w Gi w,91'1eyme eInhIrrril 1 Property Line Garage Drivel well Beearmm a tf /60'2'/SCH ^WLP 10001650-MR nl 60 SepUc/Dl Tank I 90' forcemain � •Bt /III 96 02 • / ZO Cfi 2 29rook Moano / 5 66 �_q4 RM Coulee Trail L vveMupab ,a � ps )N DMGION Of INDUSTRY SER OGS PP GREEN My At want Gimm b May I,vpJwm,wloa,Moauaiw.mnear«mau irnnv4aP er now UCore-fuwmw now Core August 27, 2019 CONDRIONAL APPROVAL PLAN APPROVAL EXPRIES: 2021-08-27 Plan Re1im: PWTS (ffl Wl691-C IOHN i SCHMITT 616150%Ave Somerset WE 54025 SITE: Fouks3 RPdrootu Mound 1128 CouleeTmit Saint COAX Kbmiommucl FOR: Object Type Mound Component Manual —Von 20, 9B0.1N91R (N-o1NL RIG/12) Pressure romilmom Component Manor l - Ver. 20, Ob]at Typo 9RD-DOME N 01101,A IM2) Immutdom 450 GAR Munnetra Emmued The musical desuib d abom me been reviews] om conformance moth applicable Wisconsin Admmismawc COdv aM Wisconsin onew,. The mbmilul FUEsn CANDrt1ONALLY APPROVED. This sys¢m o m be round and located so accordancewW Ole enclosed approved plans and ALLmy component mmums) mccutro N above. Tuncomer, a, deanM io chapter 10101 C 0), dimension smMea, is responsible nor compliance room all ude immurement, No person may mpg, in or work al plumbing in the elate wlem livered m do so by me DaparMmt per a. 145 06, new, The following conditions shall be met dung cormbumim er imWlmion and Poor W omalet cy Or we This system is to be concocted and located in azwNany, win to eppmvol plans, and tire Mound Component Mmmal for Prima Onsite YmmWater Systems Vemon 2 0" SRDI M91-P(N.01101). Thc birion network ismbewl for,, inOusn, Wccwin publications Systems-Gordon2.0 "Presure Disaibulion CompooentMwualfor PPry l,mim9.6 m Ofinessnt Disl b tione20"end/mme zing mnM1etls otpublicarian"SSW MP Publimuon 9 6 Cosign of Reeaure Disvibmian Networks fac STSAS col)" inspy Of me approved so cedOnemDepor Ne mailbeon-siRduelocanmucdonmdopmor island] by me sthte or mind muivesof y ant be rommi PM1mry includelocalpxmrs. All permib equirtd by me amen or Ne Incal mwicipaliry want I be Obuiocd prim m commcncemmt of conatmctieNinamlletioNapeMien. In usuting Otis approval We Division oflndustry Services enemas Ncnght W terms cbenges in additions world commune amm ariong men neueasery or im, compliance. As pv coma sub 101 12(2), n,On" is cols review shell relieve me ddgnu 0f the responsibility for designing assfe building, swcoue, or compost Inquiries wnceming tha wemponda ce may be made re meal the telephone number listed below, m at me "di on Nulmerhad. The above left adbb,wce anal provide a carry of this liner and the POWTS management pW to the owner and me others who are ulmnsible for the imullatioq open@m of maintenance of the POWTS. Sincerely, %1.�tt"W//''bo^ M,toew Allenlamem Wastewkr Specialist, Oinsion of industry Samm Q15jA00.W61 "oubeu lanzmn" an: MOUND AND PRESSURE DISTRIBUTION COMPONENT DF�SIIonalry INDEX AND TITLE PAGE APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES Pn]Iect Name: Fouks 3 Bedroom Mound DIVISION OF INDUSTRY SE_R�NCES Owners Name. Tyler 6 Fall Fi W% WAWIAV Owners Mothers 1128 Coulee Tra;l SEE CORRESPONDENCE Roberts. WI 54023 Legal Description'. NE114, SWIM, 59, T28N, R18W Township K;nnicklnnic County'. SC Cmix Subdlmslon Name: NA Lot Number 3 Block Number Parcel 10 Numner 022-1026-10-030 Plan TransaCYon No. rages index and title Page Data entry Page 3 Mound dravnngs Page 4 Lateral and dose tank Page 5 System maintenance specdcadicns Page 6 Management and contingency plan Page 2 Sepi and Dose tank specdcations Page 8 Effluent falter informal Page Pump spec;fical and curve Page 10 Plot plan Page 11 Deal tank maintenance agrvement Page 12 Wananry dead Page 13 CSM Attachment Roil evaluation report Dargner: John Schmm ocenae Number 223980 Data 771201 Phone Number: 715a60-0495 Signature Deval Pi to tM n 2p aBPt�9tA IH JIMUantl Sala Voi P1b,, on a 6npegn d ortervrt paLYmlon Nal In, STOAS 11 de11 and Plei ntki Compomm Manual Ver 20 SD), td]do-P IN. o1lu11 Version 70 (R 0312012) Page 1 3b Mound and Pressure Distribution Component Design Learn An ksuaet Site Information w or C) a ReslEennel or Commercial Design hard fill On Wiawmnr.stemma ]00.0o Estimated Wastewater these apd) de8>eeda 33 M any 900 WarrantWarrantAr 1.50 Peaking Factor (e. g. 15=150%) .r uasn. a50.00 Design Flow(gpd) 0.00 Site Slone (%) / 88.65 Canter Line Elevation N.00 mi r (i IXpM to Limiting Factor(in) 0.80 Iroailu Soil Nppllwfion Rafe (gptlHlr) \/ Dlalrlbullon Cell Information Dispersal Cell Length Along Contour Oft) 6-0o Cell Width fit) 1]S.00 1.00 Dispersal Cell Design Loading Rate (gpolflm) 1 Influent Wastewater Quaker (I or 2) Are the laterals the highest 1 in lM1e tllsVibWion Innpure Dlarlbution Information netwri Enter Y or (D or E) L Center or End Mail 300 Lateral Spacing (ft) If N above, enter the elevation it Number of Caroms of Me hianest paint �� onfind Dlare (in) 12.W Est Orifice Spacing(it)— Tso flronfice 19 Forcemam Diameter(in) Forc rch m Length (a) Does the fomemain drain flack? Pump Tank Elevalpn(fl) Enter Y or 325 System Head (%) x 1.a 9]3 Venll'aI Lift (fl) 192 Frlcllon Loss fl) 0.00 In -line Filter Loss (k 1a90 Total Dynamic Head tt Lateral Diameter election choice MOOX Treatment Tank In, atlon Iwo 00 Septic Tank Capacity (gal) Wieser Concrete Manufacturer 9]9 Forcemein Drawback(gal) 6L32 5x Void Veto" (gal) ]T11 Minimum Dose Volume (gal) 3g.32 System Demand (ggm) Mart Diameter UWtion re � coons, cno 12s z 2 0o o 300 GellonMnch Calculator foul onali TO01 Tank Capacity (gal) Total Working Lgmtl Depth (m) gai (enter result In cell Bag) Dose Tank information Effluent Filter Information 65000 Dose Tank Capaciry(ga) POEYLOK Filler Manufacturer 1700 Wse Tank Volume (gelfin) 525 FillerMMel Numflar Wieser Cw¢rete Manufacturer Project Master Mound Paget Mound Plan and Cross Section Views "(1110B ar�onvme a H 0 oI S Mound Component Dimensions 0 12 Oo in 10.60 It J 5.35 In ev 20 i6 R a50.00(Ilsi Dispersal Cell Area 061. 13 B) Basal Area Available 1 8.00(gpWft) Linear Loading Rate Z50 (fl)1I10 BObs. Pipe Placement Mound Cross Seetlon View Aggregate Dispersal Area Finished Grade 9O44 Plb Q H G F Dlaye va oe Lateral 9665 (b)�I Invent Ellevareal Call Q Elevation � 1� 1 95.65 k)Cii Elevation 3 0 % site Slope G ersioile Fabric Cover Shading rc y g Diewnal Cell Said Itl ldetailson ❑�Phrase�s p ro mbaraee pp Subsoil cap d 8 + fl 0 �—ap pa a equally ASTM C33 Send ar F Lap Ierr from use ®�TIIedLeast ca® 05fl call a ©Q E ©. d rt n Aggregate lnne A dlatrlbulion call(AaBL Project'. Master Mound Page Canter Conneetlon Lateral Layout Diagram fi 5 P '•`r 11X 1,1n 1.1i m.mwh4uus- aum perTrip, edetN she Number of Laterals 4 Orifice Dlameter 01BB in Lateral Diameter t50 In Orifice Spacing (X) 253 A Lateral Length (P) 3889ft Orifices per Lateral 1 15 Lateral Spacing (9) 600 fi Orifice Density 750 iflpolke Lateral Flow Rate I g53 gpm Merely] Length 1 300 it System Flow Rale 3832gpm fir ld Dlameter 1 151 Tra l Dynamic Head 1 14 90 ft Foridemain Velocity 1 4.02 ended; Dose Tank Information grlBE .Wand— Side 316 VAC Tank mmmond It le poeerly veMp Wieser Concrete Manufacturer Ce eci 85000 Gallons Volume I if uu gallinch Dimension Inches Gallons A 2070 351 Be B 2 0 34.00 A 7711 D 1100 19100 Total 38.24 66000 Alarm Manuaracturer SJERhomhus Alarm Model Number, 10383y8 Pump Manufacturer IDeller Pump Model Nur I152 Ll ine W,ar with "'IN Level end well Al am a ^.mini min Marshalled 2n A �B priori de.0 ni Pump Must Deliver 39.32 spin at 14.90It TON Protect Master Mound Note. Switches mtorturing mg cury ay not be used in Thus antem Page 4 Mound Systend Maintenance d Operation Signecificationne Service Providers Name JpNnW mid Phone T15460La8fi POIA S Begulaci Name S Cm C N Zoninq Phone 915-388<680 on Flow and I and Paranuten Oealgn Flow - Peak <50 go Maximum Influent Panicle Slze Ve n Estimated Flues- Average 300 goMaximum B005 2ID 'mi Se%Ic Tinkcapac6y 16W JBIT Mi%Im1111r T55 t50 rul Soil Abapmtito Type of Wastewt aer Domestic MaximumlFecal Colbrm >toE6 crull00 mL Septic and Pump Taal Effluent Fit I Pump and Controls Alarm Pressure System Ml Othe Sery ce Frequency Impact enmor serves once eve 3 hoped iris act and clean at least once e+e ears 3 eshe le'tv'iw'v,oz 3 lease Should lest mnnN Laterals should 5e eush ntl re uretsted eve 3 ears Ins nfor ndln antl nei Increase 3 emi and Miscellaneous Construl and flival Stagdarda 1. OEservation pipes are slotted and materials conform to Table BPS 384 30-1, have a wateN9ht cap, and are secured in as shown In the mountl component manual. 2. clapereel ¢II aggregate cons mis to SPB 384 3016i W Is. Aden Code. 3. All gravity and pressure piping materials conform to the requirements In SPS 3" Ws. Amd Ooae. G. Tillage of be basal area is accomplished with a mold hoard or chisel plow. 5. The mound structure and other disturbed areas will be sceded and mulched t0 prevent and erosion and help reduce note pen0m6on. Lateral Turnupoeatl Finished .............. ............... Grade V h� f — Threaded Continuous 6-V Diameter L— awn Plug or Ball Valve Sprinkler Valve Box Ir Distribution `r Long Sweep 90 or Two I--�� 45 Degree Bends Same Diameter as Lareal Protect Master Mound Page 5 Mound System Management plan Punuanl to Sam 301.5C. Wla. "an Cod, bromm The pro, eIt 00peraW In andoManw with SIPS III reds AAdm-0We end Snell malnlgLnM,n au dAn¢ NO ne wnponenl eIS15SITICA FP(x01Nl,IT old), 56 P ane6101r8p,,M Pmwn dNnWnon Campmenr ManualVm30S6h 1073(1 OWl R lallll old ASH 1.i pnulnm9 m $plem loam an m90mn. do Po"g ks damn mound should pump tank.emeonmenunml ee In azmre �nmammatlh AFs 0ei» VVIS Am CooCould M+ie , as look$ ar. nn longer rake as tha(mmmpnte solo m0 napenM ertgnlnm uewee npenogs used for Serve. dassessment¢ al1mu lH"Wlenl IWO the m PlelOn ao IM Any opening dwmeenunewn rbktllw.m ue w to rellure moat de eol.md � Ekpoaw¢ums opummg, m .der than Srrgnee m d remeo r Shall re mere by an emnlaaRome am�mmpra..m.ale.namr un.wmrmee ehlrv.n .Ynxwmmpomm. UWc7ank eHOC Drinkmere mamymw by en mdlial w,ttrw M and,s vidi fem¢,neara xel.e. SYn. Tmmnunbuftm NPp nkme n.ue. Drink eaPmworin.aapn,rkamn xalu Wl. drum. Cod, the oOral,g conluondfma,eplwunk one omlann.r.n.ue. wery s seen ey ws noon. m°IDO Offam 6Xer.e.n wukmad ae neq.e.rYlo en¢nre PmP.rncer.eon. The nnerunrtg momit be mm"w unww Knuallme remade Or m ans, Repair e tank may III oe the Nor Munn narrowed hark, he en. "tMOMrwmulp"dwnhanaram' � film, Iffel .,.Kee me warm ra WoodlandPondnu,my. Inwm.mnt� r.rema .r �..u,x nowew.n lmPonelemmmn,n. r The wasoultmemmill MAN as Contents murromi the 1111m, mega and all to M, akcew¢ Inure lwm.olume of Os fory It the Currents wom, the mend" �afl�ug a.mn..ee mnomaximum and Sludge .ainmr to rwpw;:eh'np.e"I ea uwm,ns ON ad than callbe aMrowed forHOCnoIle"I oepam 't If emm6fm e The Pmpaldmunel 1tankrrtallrt belllnw& n N:`uparmih,Ir� :1Snd N''a . old PU1' marl es tested 1, rely ooMr xnt y nmh, ShouldN Wanted nn em the panmhr. and me mound the sew eeeew.r'ra m�lmw mssmom .a miop'°w ,a1Po�1�.olnn. damn id for row spi in orpgnmemeate,rKma�d� ro, act ompoo,o, may .:I:einw ionpa.r.eri r,rarvl uiu.0 Notithe on rmlw111 1 10 ,toereev p the stem Tay e n mqt. nw DAyo uymlThdTO mome,wmmo'ndlmd.lwzmmvy Sot stH vM*ssne 10�, Toy had a at or 50 �.eoe,. sa man.sslp costa.os. me tanwlapmerornlamreutw.muem. trilln.n my owe. maximumaagnnp. ,peThe HSAMto mmdfor this msion IS ph. n dof,m llgM ora, °Hto ema�if is nme dnaomas vocaad end if0clear Once uninfor 18 mullm Who' a Pleasure 'as' i..peedem, a M,,W w maM annyorl A should do wm.amamnwpn � oymamtn plPos wlmm tesMemPosal mu.n,ube dmrxmW .m,enl ponalne vnmlry i.,.e,n.ue. repnn.a rom.,.,rer, e d,�Wl call Mound r.m .eweeamm¢m,wesa a..n lmPonelm r.yeammmunre awrnng.whmna.m nmmm m,nwnng. commmw Plen an the ,pan tank IT am of IS Wmmnnts mmrenlw mor m w eee tank mpsmt of M mpalor mpl.me to keep the Sya In HOC oa anng mwmon I the ome tankooks,, pump,pump wnrme, main or related NOW oecSmee dmewrve the a Me mmponemal Nall m'mrtylabry e same A It dimponn, not If themmpoma slowdown sto2roMmw or menu dls else wa n,W, au sane orPonal mwne m,a • ashy co[aand Iwwe`omn or byy fornmroirp elwglnI logged A;Iwo �Ig me M pipiq, No ageong Set mmponta, dxmed nemmry to bens the system not prewar p robq cold Awn. 5'ee pilot 5 of Me plan ad the noun arm to MOa number d your tole POW5 n ,iN,r and xrvl¢ Wmew Pm nl uma or domfetli,n onus e%all n mpeThe and on dommana and see ml"m ten of the overall me n,gemem Iran tulle eymm. Protect Page CAs—A—HAE II a' usr-A-SEAL _ pll II eze / II 11\� RLrm oR IIII IF I e.mE IIII II WLP1000/650—MR TANK SPECIFICATIONS )MEN90MS: WAw T EOrOM: r MNERs' µHCLE PA ECAs CMCRETE RISEN NE54 roIN uWOTN: 00. w01N: Bt 0.0. a OW IMEi: Y o o. WIO 1£V w WEIAlt ia.ew W& INLET AND WREr'. CAST-A-4AC BOOT OR EQUAL CAWET.. C0.5i-A-4& BOOT OR EW AE INLET AND 00%� SAFFU AND C MSCM N. SEE DETAIL AIO (OTHER STATES SEE CRAR» ( uW0 CAPACIr: n.uo s /IN (EUs C) LOALIxO UESIOx: 8 0' UNSAnRARo SOIL TANK CAN BE USED As 4 me/S nc. S CC/ PUMP OR WPNw TzKSCHh(s1MR MK MIX OE0 KOM& nm+) WS ECR CUSTOM TANKS CONIACT NESER WNCREOC MEEXD BY: POLYIgKe PL-525 Effluent Filter PL-525 Filter The PL 525 Filter Is rated for 1TOW GPo feel Ions pe, day) making it one of the Iagave ferns In Ito loss It has 52511now feet of t/It' filtration tics Llke Me?,Idue P1,1II, the Polylok PL525 hit an a,mmatlo shutoff ball iPIKIIed with every inter. When the filter is remoeor for cleanil the ball wet Fluat up and temporarily shut off the system so theepluent won t leave the Link. Peahnev 1/lb" 6illmlinn Slo s h • Rated for 10,000 GPG fashion, per day)- pinion l • 52!y Free, feet of I/I I- fltadrn. 10,Ali oil I- Pat 000 • Accepts J"and 6 1121140 pipe. �. uwe,v. Thai . Brief in gas denea' • Actual shutoff hall when filter Is removed. viski I, • Ala,,, aKvi lbiliry. mnoeeo • Accept, PVC eltul handle. P1-III 1m1n14te t Ideal me midcntial and et cid IIste flax uP to W IO.o gall,,, pet day (GPD)Te Fimnenhu 1. LocaR the outlet of the sepbr tank 2 Remove the tank cover and pumpmoklfnx+... v n'�� 3 Glue the filter housing to the J" or 0 outlet Pipe if scrvD CP the Nme,'It (mewed end,, the access opening we Polybk Fsmnd k Lee or pence of pipe he center filter. + Inse,t me PL525 hip, into IV housing 5la . Repce and Khure the Kyle tankever. ® xaflw PL Wq Matohnana'_ The PL45 effluent Filttms will operaze Offee ndy foe Kemal years undernoryal unditeras Kifomrryuiring divorce; It ionded met he clm, be cleaned very time the tankpumped, or It least very three yeas. If Met called fdrccontains In optic nal Ilan ,Feowner will be ratified by eolaim when tM rvilOereo- anwwe needsecingr. semiarid Fe done by a Khli septic tank punepu Intel A e a ro aa0 1. Want the outlet of the septic tank 2 Remove tank 1 pump tank if necessity 3.Do and plumbing Ihe (Ter I panel. Q� ;. Pull PL55- lg ,let the leasing 5 Hose off fit,, M1 1t k. Make,erc all J♦k sold, fall back me qdw tank 6 huen the Flly K,undge h Lkcne By homing malting mm,mKispmp+Iv Aib^ dandmngae,phw`.etM. 9_ Replace and secure"Put task "yet mamansnvt,.waAnd .w.e enu.wue5,Links Polvloklnc 3Radcal Blvd. Wallingford IT 06493 Toll Prue'. 812765A565 Fina05.igANSN cave, polylolecom Page 9 yiu U W5253 ilJURVE W NC1C It CONSULT FACTORY Fun SPECIAL APPLICATIONS ' hi Msnp Wrele aealade • prisms aM1analon, Us If M rems we fission she suppled r Fp an ap" • arrese Ned mmMswAener of Bei Us Goref asngse phase rymms Doehle ggggmex uanatelevw flow sherchea we anllma (anhmn Man aw and hishr; coo mm es $BLB]OMN Bo Peb WsainsUlBlions-She FM1a2l perl)A'FIN GI .spa 14952195ann TOIKOVNPMICHENDFUM PERMINUFE EFFLUENT AND )EWATEAINO V IV as am Me fear of i Model 151 Models 1521153 ( I s 6ski ',i ' I I aw m' If, Sgz se�SmhnsrvM ew,� o eveuo+avaearaale Mass flui a+emrmi z sNFmonn�fi,.nmmaaelama�a,.�afiEo»- mrgaa�,aema.wuwwmam.rvmneme. o. umw��•nre^� 0 "Easy aeembN RESERVE POWERED DESIGN For unusual conditions a preserve sai farm lseipiMerM ante Is off of oWry zri Pump. LCepyrigm2nro:eller Co. M anspreservee 103l4 Page 9 SYSTEM PLOT PLAN Project Name'. Fouks 3 Bedroom Mound °°`"" `"" "°`°° N wsrmro^♦ em Se"Imrm n, as*uluden eutr. v.w BM mbr0 BMEbv Jvmv o5 W ermVmn: 3%) Well CM IH OV�MeI Property Line care Dnve«ar .g Well 0 3 BeJrawn House \ I �50' -- T' SCH00 BepaUDme Tank Tank 9B'forternan gB1 B2 20 Cax 9229' Mound / I 6'x75' rock & PIPOIl B3 Contour line E1=95.55' -- BM2 — a__gp RM Coulee Trail --- _ —" at Croix County, Wl 292.62 Tyler & Megan Fouks se9e"d BM 1 00.0' Bottom of siding top of basement wall on house 1128 Coulee Trail BIT 9535Top of SW lot corner 1112' steel pipe 12obeds, WI 5401 Co our Line PL. 96.65' Length 75' PIE) (122-1026-10-030 wS i N N CC) �s si. I�ny S.'n' lank CJ (O _a o " P -__-_____ ____ _ Is 295.25 6, Coulee Trail ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnertRuyer Tyler & Megan Fouks Mailing Address 1128 Coulee Trail, Roberts, WI 54023 Pat Address 1128 Coulee Trail tvetRrol�n reaairod rrom elannmg & mning Depatmem rot taw rons�danl ctyfstateRoberts, Wl Parcel Identification Number 022-1026-10-030 LEGAL DESCRIPTION Property Location NE u. SW 'r.. See .T 28 NR 18 W. Town or Kinnickinnic Subdivision Plat: Lot p 3 CertlRed Survey Map p , Volume . Page R Warranty Deed I (before 20VIVOInmc .Page» Bpee hod0"Sod, Lot 111e1ltlemillable By110 nn SYSTEM MAINTE' NCIE ANDO 'NER CERTIFICATION InttproCer I'd me ........ t you dw,e ,dn odd rwul,I uM'mnnrefnilecm M1wdle a FranorcamonaInto p p-0 M1 p k p'h o ldb ai d p WhoY P t h vaffect h of the ptank S red h ' t,mc .Own»mrmewnce ormfor n,e.a ttr -W' rSPS 3520 dinC mica 1 1. Sh CIOIXt IllyIII (or TM1e pm trye nc er ngae aubmlln sL Cr... Gummy Plm lalp&Zw Paris a srrltloalon 1mm Signed by me raised and by r plumbed. I oumeYman 1ladir. III harder Ifianded Perdedr)9t^thmlpheo- Ierarmedw e m pmparopeane Imenion anm rut aft" Indi and pumong an desert) meepde enkk Ind than l o tun afeinity n I'we. IM1e adcognd have emd Ste can, 'demarcation, and agen, to mainta,da, frry a owed IIapoul xylem With the crandadYxfF hlh Op fAf -A dPr 5 aM1 Opxn 'r fM1 IR tr. sorli Wtso Lemaddlona 8htdocketed raced M1zbeen and tined dart he completed and reamod to theSt Cars County rating & Zoom is Department within it day, Of the shave year ecmomv deed. I'll di tMt all etlm g,fareazetire to the be,, or my mar knowledge. Ludo r... the ownml9 of the peM nroJetwo d l nova. by Vlnue 0fav5rvanry daedre nrdte In Reyix¢I ofDees Offie Number of bedrooms 3 08105, 19 SIGNATURE OF APPLICANTISI DATE Any Hindi that IS nonevents may«aultie IM1e Simony pemA bring mnkd by the Planning ad gaining Ucov,memP' indeed ,in ad, aeah"Iian a teavMM wmmmv IS Imm IM1e RgnFler If PI 1010Intl aoi If Ise retained mrvry "Pit rernenee I: III In the odonty deed. mentality Page 11 Nrc - ioA AS BUILT SANITARY SYSTEM BBFbAT Cda Th; z ADDSONWESS f \ to 6evb 0;1 SOBOrvISIOX / CSNi IqT ^ SECTIONJ_T dO N-B /T N, Tovn of / ST. CROIX COUNTY, WISCONSIN SNOW EVERYTHING NITNIN 100 PEST OF SYSTEM ,V c-IN& fr, IK INDICATE NORTH ARRON Provide setback and elevation information on reverse of this forn- Provide 2 dimensions to center of septic tank manhole cover. aNN©R,ARR: laao lop �, rue. AvfERMAxe Bx• LBINO TANK IMPoRNATION manufacturer: /c:C61E1/T'1 P✓P Liquid Capacity: setback from: Nell ?p5'0 House /.%• Other pump: Manufactured C1� NodelaUfan Size /3 Float seperation __ILL 3 �� Gallons/cycle:OO� Alarm Location d , A40C OTi' SOIL ABSORPTION SYSTEM pI (' / Width: 0 LengtA�Number of trennches /VA. Distance L Direction to nearest prop. line:_ S. .�r%Dfi 8dU y Setback from: well: i�ee Noueep/�Other ELEVATIONS Building Sewer ST Inlet. ST outlet PC inlet PC bottom Pump Off Header/manifold Bottom of system Existing Grade Final grade OATS OF INBTALLATIGI`: PLUMBER ON JOB: LICENSE NUMBER: J �/ pmb G3C�nCcn'OMC© r-aPl4 /fio l UG 05 20SOIL ALUATION R All .$aa m0 boy P.Po 1 m 4 -gfm., (J sdmm6ol Temkq.lnc Pllloanpndl wplan OLd�e�i lT�aT5s,d a PPbn mnM ro 'lm- wmul amp nn�IMl vamp SMl el rob�.nG� pnrmnl alga, scab or all n0 and bzl'gn an� dagrce ro %aesapintell lMwmellpl. w m.pmw ln++aNr...n amlml Loumy SL CmIx Pormll pP2-1 a0 Rw &l mq / apartG FWks, Tyler B Maven PmpaM location GCN. Lm E1I4,S 1 ,S8, ll R18W LWs 81'4N SUW.Nmw CBIM 3 CSM 2458 R PmpeM G'xnNe MCYkg Wartu 1128 Coulee To l City BYb Lp Cost Poor Numgr Retells WI 1 54G231 715-781<797 ',, CXy VIIIe4e[Ton Naeml Read Kinnidinnic Courts TMH wWWon Ilea', Pas] RpNenall l NumM d prol 3 Car, MXyE poor, Mr ad, 4% GPG Wumenl Pudcormmmatln-LebdN'. paraso brel ulumum(Nurpauule Sedial _ _..-- FlOW gpmswelun. rtappY®bk Rls R. Gnemmmmerm papa'mwihMMallwMsylem. 3yaldn Nwdlmb Wfi3'6wfMaronlanllreeslrtislvtl Mgi.85'. S onadarsa'u3%. and lewmmergnpre'. pep01011miing lxM is 24'. Fil 1-1 Pd GrauM all Q, 94.45 R Ikgllb antlpledor 26 _ Sollapgiulim wre Ration Ca{N In Damorm lLobr Morgan RMw Cessglm Ou. Sm cant Cdar Tepwe al m Gar. Bx BR.radar CmMen Boundary Rwp ram 1 0-12 INr3/2 nOrM vl 2Rbk 2m,N IS 0.8 2 12-IS 10yrdl at 2Mk 1m,1N IS 0.8 3 1&26 IOyM/4 mla z11 2msCk IH 0.6 0.8 4 2F35 10/N/6 Uj�MjB5yol 9tl 2mabk 1�- 0.4 0.6 5 35-56 10yr5/6 na ZSpg6 N---ft - -- 03 0.5 6 56-01 10yr6/6 m2d)M69 l grg __. pn 02 0.6 �Bu n a ❑6orllp VO MatGwM suraeaw 95.75 R Caphlolm spftal 30 In. BplpgiGtlonlam on CepO a WnMeTCOW all Reba Oewpllan On $a. Cam. Color Texas, Snuolun Gr Sa. SR aia Goal Rub I GiQT` 'ENI 1 tr18 t0A3/3 all pi 2mgr 2msLk mad. mfi as M 0.6 0.8 2 18-30 J.SyMl6 sW gry IN 0.9 0.6 3 3045 7.Syr4/4 nod 16NW6 10 3 9 lmsW mh 9w 0.4 O] 4 4565 10yra(4 m��la nlisdi aN6 9 0zg Om It mM1 — — i O.J 0.2 1.6 0.6 5 65-R 7.5MI6 'EMuanton- BOOa> a0< 220nppLand Ill iR Ml -EIAwntn=SOO5<30n wd 198280ma4 LBi Neme lPbeee PXnU Samoa: Txun.. J. sdrmilt 22CSTNum[a' J429 Mdeae am T.alvg. ma. 0.b Ewuebn CondutW T.WIone NUMer wlyalT 6/1712010 715-8 19711