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030-2161-09-000
'^ PRIVATE SEWAGE SYSTEM 'Y St. Croix Onne and e.dime N INSPECTION REPORT n 'WPrYt N. I 624887 GENERAL INFORMATION (ATTACH TO PERMIT) cNanw nYddN IMhmLow . 15 M a xmll 4 nuy n.ry P P Robert Fors 8 Gretchen Timm TOWN OF SAINT JOSEPH 030-2161-09-000 w u.r. Lw eu Ell. .Nanan ssawnu..im.gNlml'n 24.3020 1192 TANKINFORMATION ELEVATION DATA TUTE NANUFACILREP CAPACITY STATION BS la FS ELEV Most pelt' kLBIA Awfladowl Bwg Sew Holdrad NNInNI TANK SETBACK INFORMATION ladt TO PIL WELL L im A,m ¢, Sep-¢ o,BORm - ols, Pipe HNeI,e M system PUMPISIPHON INFORMATION Flrel Grtee NMm¢aw., GPM scw¢, wet N.mw, Lm Fnmo. Naas'dami wBIT I't Lxy w wwN SYSTEM SOIL COVER MEnnmw rsmJ aM Me um w Call., . a.e a rM .J rva LJ YW C:w COMMENTS (1111mem0emevepenaee OaaW,p.... L eto) Nepect 01 IneOenllm#2 Lrctllun 1445 25TH ST 11AIt SMOmcnpllon> 218IegMw,l.ngtn= �emOunlWarvx= at, 1don Pon tow,d Me1 FUI M]I Yea; 11 No wl mmmnm liTax ev.patsana'. Gn. W. sso5 m(ney,) eABy NN B,+Mna oN.u, (wBn. . • 1,] rw:i mAN PG0=T1W luaa rt4rhwM1h�iwy0) ' �'. 6 al M7077M OCT 06 Q20 62q8G plicahon .,�°px.„�Nm„ Pwrs zmz.�sl b1e m.,nm �.m�up' w,a1 WMRm.i4mvnl,n set n°.a"mnm"..r° R°IUY..Mu1YtiRe�mir6v rilW YY�1 apm® MSMy e,.rm.eww mY° brNmma viiEAe P.m Iuw.15. 1 m�6xu�� /� � ZS I A mmJw.. .BBr W(Brmetlm-Am PMlMlnfamtllon Tq.S J1�-N P,oppyOmai,Hmw ROSERT �U d 61RCIC416ll,) TI M PuulY [130-Z16) - -006 Pm>„ra,.r.Yaxml.aae. Pwemrra.,r It{y Z$TN 5T NW •a SE B aY.se rw rme Fatal ao old W l rTo q r 30 H. RaI (,wdl Type W Bll(At& N that YpplY) X .haM.m Nm NLL ,q m3 FmlY�ml'uh-MamW of/hammm s � i� N6jpuRtS OF STC RN Bartel ❑w.zm°m.�x m.:bu.` ❑onN ❑smmow,re-ow. ro, tl. ❑vm.eew aln rvmm. ❑rmmbg[�g56PH m.T�JPmmY: (y1•R sbrBv r tlr A Crµle W B HypY.eR) ❑BMstsr® ❑rm�5mwir BM•mmtM1M1 ❑oes�..�N°yseerwB.i.We ❑rm.m�.m ❑clwmrornwm ❑P.me T.meM1mrv.w gfS�a(minl 6�Y fcY/ +^ ewnBWwm txc IV.T BIPOMT69 em/C.m BenV➢ehee. CEa4.B 1Wt ❑NmP.mvnaM leLmu{ ❑P�mmnml leLmw, ❑•�{ � rga_la ie°(mpxeµl ❑Nmml�b u..(mY1eN ❑N°ems, r� Oawu.Pmw �. m., ❑..r.®.n t=wm, V. DI n.Vhn mlaerm.tb: .yam p 7.5 V TWWI TAW •N - L,�,,R 4�.- 91l I w �plaa Z zoo B M.R .rlplll $Nhmmh ltM VW the PowTd.lew.rt4e.n.elM Yu bnSe'.Hw ln,ey MP Bu4vm Lwrwxxw 27.�Z4Z 715-`fl13Y58 P-S£Fp }U n�w�."m.nse�«r. smarmemel v rN axrp� p v..�n r. awl..r ball90—'/% a �) SpY%*�} tAkQ@ YSTEM OW 1S lenF enmemnlNrane .j)M,JT 'iD P,A,fp-.ww-NL ST{L d,permenxsnnemplaopmmaeaaYplued ieM.'i aspermanog °e pa,plme,mmmemmO 5) � � /1 i-Nv 5 2 All uleaGrequirements must re manuened Mu" up,,i.4< > IB.Nb Ih ofcl,ilN.6w.e. e M1rappnuuic.w`�u IW rs m.mu�.r Q1 cFN' IrvWirm n d �)v4U. '"4iays d1. 4p4ru b) ! R" 4k4 S cnu.1.� .a AIRl2tfhAN .�CLV--i72bP� LOT 9 b REAAWQ $ OF S7 swl'l9 Se Ind S Z4 -130 u k w Mound withg5' x 8' cell ll-"\MAUL BASE OF \ SI L STAY1 AT H � I �L - 1W �Ao ZIA 13PU OP M10- Lo STAIl4 CL = IOK/ 0 SOtl- 13MAXIS sCAU, I "- 50 4 v 40 � os GoPY (well='•) 1 hei gL N � n 4" ApproveE Pipe 6M Wieser 1200180D 8eptidPump tang 1,1 2" Sch 40 PVC w , a��C�ETYE-o MIS October 5, 2020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES 2022-1045 REVISION TO GWTS-062001301-C Plan Revew: PWR-W2002331C WMMONAUT IEFF FOR APPROVED PO Box 565 DEW OF S1FflV AND PROFESSIONAL SEANCES gVISM OF INDUSTRY SERVICES Dresser VA54009 Robert Fen and Gretchen Timm Ia525^stmet SFE CO NIFC£l2Q 5t cmacounty TownuFsamtloseph k X SEX 524-T30N-R20W FOR: Description. Mound Component Manual-Ver 20, SRO' RM510N i Bedrwm Mound -60 GPD- 10691 PIN OI/01, R 10/121 Replacement W oollm unglatlar- Peessure Distribution Component Manual-Van Effluent Finer -Me once Rpuned 20, SSD IW06 PIN W/01,R 10112) The submmal tlesmbN mime tax been realewed Iw conformance warn applicable Vita In AdmmuVal Codes and Wisconsin Staudes The submmal has been CONDRIONALLY APPROVED Thls system is to be ccnsnuttN and loveed in accordance win the encloses apprwM plans and with any wmm,em mmuaRsl refrenced abort The owner as denied in empty 10101(10), Wisconsin Sis n responsible for compliance with all code rrymremems No person may engage in or work at Olumbmg m the stale unless Lrensed to do so by me Department per s 105.06 sbb Thefo lowing condmons shall be met during conscuttlon or install and Franco cccupanry0ruse Reminders • The mound NnRh shall be oriented will l percent along the surlMe WMOur per 5K 383 1111. Malntalnfinal slope of mound surface at a3 1 • Verify properryllne pltorto Installation and maintain proper setbacks from any nelEbbOdng wellsand buildings • Vehicle traffic is proflated within lSof the downslope toe of mound • Col must betaken to mar tbedowe volume asappmved In the plan deshil N the mlmmumtemer length of a cowl, switch natural float does not allow the proper dosevolum,, netawaranflids must be used Nor to lonstmnl0n of the dlsperul area, chedtme molane content Of the sou to a depth of a comes Smearing and compacting of wet sell will result In Ver the lnenranm, ca0arnyof the all Proper all MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Prp)ed Name Rppen Fine B Gra101en Timm REVISION TO PWTS-0620013O1-C Owen Nara ODNDJTIONALCI APPROVED Owrers AUhass l4l2ft 51 DEFT OF 1011i AND PROFFSSIONA SERVICES DNLSION OF INDUSTRY SFAVICES 500032 Lexal Oesoimon Nal SE11452a T30 N1tN W TowmM1ip St Josel Ceunry St Gmo $upLviavn Nero pWEad SL (%W Lot NumEer B Black Numear Parcel ID NumOer 0 2151-08000 Plan Transaction No Pepe 1 Imal and title PepB2 Date entry Page 3 Mound Unnngs PMp a LHeral and dose lank Page 5 System maintenarm sparrr�mnnna Peal Mwpengnt eM contingency plan Page T Pump curve eM speo0mnons Defamer Jell Fax LV»lua NumOer all2232e2 Dal OBQ2Y20 Phone Nardpar 715491-31.SB SgnelureU,k/�' Y � �T Neal Pursuant to aN Mol Competent Manua W PoVRS Val 2 05RD1pal (N opal. R 11112) one bM (Mal Pupllutlan B 0 DeuBn of Pnuurs Dual NMw/Fe W ST$e81011M1 ad Pressure RanWaan GmpoMM Manuel Va 20 6180,107041 M, 01N1. R 10112) Vaegn TDIR 11112) Ppa1d 7 Mound and Pressure Distribution Component Design BlN wrentM esid ewrretec! or Continental Firm, put s�MJtYM 'real b• ew.ro EealkingOWwlwater Fl=1KN) rnwnaaanew 1.0a Design FMNOp 15=159%) BM CO S"Sl Flaw lgW 18.99 ConsbPo(x) 10).gg Cant Line ingVFaM(IO b.00 Defied la Limiting Factor pill O.b Irteilu Sal Rpalrwlxn Al lgcdel'1 Maintained Can IMomal )B.BO Dr qai Cell Length Ali Contour (B) = B W Cell wi hill LIp ozi Call Design Loading win (all 1 Influent Wastewater Oualily(terg) Mthe manta tlw bn91Ne1 M Inttn Ei.tndnnm freuaa Distributed internal metal . Cana or find ftm aOO lmrral Stations n) 0 N wowenter her alu on If 3 Number of L.teralc 0Me M1lgtleel poml 9.11s Ordiw Diameter (in) ].W Onrlce Sgral dh 938112I011lce 2w Fawmam Diameter (in) 1gg.gg Faurrum Length ht) Dons houseman tran Lath?OY s).g9 Purl Tell ElevNen(11) <55 splem Hand in x 13 1631 Forcemem Dramle4(al N,09 Vemul LM (M1) 67 at 5x Void Volume (gal) Friaim Lou (D T Minimum Doee Volume (WI) g.gg IMme Filler Loss(tt) UG6 System Desmond(gI'+m) $] 15 Total Dynamic Head (fl) w TNebnertt Tank MlameNm 13W 00 S be Ta V Cgnnry (gal) Well Mandacturer D TaYHwnufl.n 80000 Dane Tank Cal»ury lWl) ?100WceTmk Voluill .a WeiMcMhchmweaura Pi Haman Development Prodarlya M.niadd C amain Sa actan In dne ortions maw 125 1 so 203 300 GYIonal CekW.W Total Tea Cegecr y (gal) Total Working Liemtl CepM (In) pro (enter refuX in call Beg) ElMwrl all klamNNn IM1m'e Filer Manufacturer 8 Filter MnMl NomGr Fri 7 Mound Plan and Cross Section Views y) ilia K r i a-cr,.E....^^. ,r. ^t...m D 800 n G 20505 J 23L94 w 325]P SW W Ie2)Dmpmsel Cell Mea 2150 ]t 111r16i Mee Plmi B OO IpWIfll Lunar Lae]nq Fete 750 nalhOBGM Pipe PlucmwX Mound Cross Section View Aggregate DiaPoreal Ma FmioM]GraEe 1p32B 1n) G.� }H M 1 ...�:< ILL.<'.".... F ply Gt 10800 (fl) Lateral 107 50 z �� Imen DispElemi frsal Cb. EleMan Pp O 1 ♦♦♦I� p�.... 107 DO (e) Cali Elevation 1B0%Site Slope GeakwhKFalaii Shadina Key $a Dlfl»raal Cell 6eehtenl Onailaon Q _ TopsoJ Cep 4 S 1511 Pips ltorni firm,suosoll Cep 3 amspa rea Llaol. ©®ASTM C33 EeM ye / Laub are epwlry ©TIIea LByBr _ O 11 TonalF med from tine Emmeulronuna © A99re9atf Vv �2mnamne In" I —A nulnnutmmptAae) Pi Hannan Devikprent Prgamim Pa9f3at 7 End Conneetlon Latent Leyoot Diagn n p r..e... w.e Wa—.� rw.m.a..�u.• 1 Numew a LMerels 3 lateral Danner 150 in Worst n;tn IP) ]3On lelael Speaq (S) a Op n LeImlFIM Rate 1]R3 ppn System Flcx Rele m—mlign TMel Dynamic HeeO R]1sIt orn�ce Dwmmer DtnIn rrrl Ooss am 1+1 R3]fl Onrrms pw lelwll03 9R ornrw penarty aY k2t,na Menlbm Lngln a D3 n Menrlola Drmneler twin Forwmem Velooly 35R Nees Dose Tank Informations SPS31eW EMaV ]W rM BPW/rL T.nm.Per.e.r.v.n..«e :. O a�OEM o��l lffi�oomol=I Alwm Menwfetlurer AIsm MNN Hrwlas surtuggex Pump MenNetlurw 4NM Pump Malel NumW M153 Pump Must Delnw 3i ib qsn M 3]13 n T0N Prapct HaMan DevNopmm Pnpenys Mound System Maintenance tft Serum ProvMXs Name Jeff Foz Poex ]15-]SST461 POAMS RegulerMs Name St PMev Oespn Flow Peak BW go Meereir Influent Particle Sze 1/B in Estimated Flow- Average1 CW 190 Pascal BOD5YN IMOIL Sepec Tank Cog ecilyr—I—MINT MUImum TSS IW myL Soil RCwry4on Component Size 6W t° Maximum FOG W rlyt Type of Waste wtler Wnallc MVImum Fe lColdpm �IM4._ cI ltW mL Sync and Pumq Tank EMuenf FIMI Pump and Controls Alan opinion Syetern all Ana Inspect anchor nervtds ever,3yeakes Should ors and dean at least pas evel 3 Yang Test ends event J years Should teat momnl LWWBIsshWIdWfluahedaM r remsteneve t5 ImpcA for poi and seepage once every J "Ya I. 1 Observation pipes re slotteJ and materials pM1IXm to TeDb SPS 38a 1, rove a"Wrtght mp, and are skicar m as abwm in the Ml mrryarwrf manual Y Dispersal colt aggregate conforms to SPS JIW Jo (B)p), Wu Men Cede J All gravity and pressure doing materials Conform In the requirements In SPS 334 Wig hem Cpb 4 Tivaga of the Wool area to accomplished with a mom lweM or Maker plow 5 The mound stature and other dimureedWeas win be asserted and mulMed to pT'TY aW grWM and help raduds front pbnPalan Lateral Turl wan mreted ............... ............... Oran U rYB" Oumeter Leven Threaded Cleerwut SPrender Velve Bm Plrg or Bell Volvo Dtmntamon Lateral \a as 8espre'e hems sere Game as Lateral Project Redman Development programs Pal Mound System Management Plan Pnnnwrl IP sys 363 6l wl.. Gam. I .MwIt wen em l led Inm a==orrce Wh sys dss-w� Irm eom em wr menulnee n ". Wda rce Wns rompaan ,,W, I MIY (a 01p1,R II1I2)SVIPWNWon 960 Fast eM Rrwue DIWFWW ComI"a FI Vw 30$So 1W PIN 01 AD IA:w"I"ua d&I a nee No Wand" to Aram menlev" em mev .... mymop vOwit" pw Pwenl Out mX de CAW ran Wen. IO Sa[u W WAN, WAL WWWWW""eeevuvdvae AW Fps NJ VO Nu/ar CoW~ ee W"a se m by woad WON, w PAID h"mMM "erwu men.N rnwn Wmal, FW Owl aderA, WW rPordW 0.emedunrrMm" wanda ieA" eugee •reµuN Emw�AaaIWWa peer Onn BJMes Ftiemmur Nell deewued W ane vlM w am dmre bweerm ermrnY w umtlorued emy IF, eum I rOmpn+ 3n4c14 M reysMeul Oe meXervE 6yn Metlue eeMMlown+e rage aria ud+e IDI M, ads, r, m1X6 dr,,,W W Wl b Wgwd I In ,MdI Inn An 113, Wn Gem Code Trc egrate aaglbn nth wp,, Walk sal Nn Xn anal I wad It Wave "" l yen MMn Ey lkg wll Nee,uaMhµ WrwrNerve Wager wereom vM Ms unrye Yued mb `waww.eluYr P^!W^ TM mwwpr May Xnrabe YarW�omwenlwwe eptwe MrnYvm.Oe pereN 6e rvrnad Ids eWme M:eW mbeurF mad woad ^ ^M'W5 wwawa 1 WWw eam n�0e Ynlk eme6lq ne qN rWre dh eyemnmlta eMeOv oxrx Ol wan talk th, Want w�rrceannaM aMwmNadom tarns emrmbbm pat of µIll amreW rvl rawee rvwrnvun Pofrvu ve uw h/rrWwwmmwwR w�i�Mew owawiw narcemrww TIn my dWavl anti Nn We,dW P-"" "I be Wed r. AWY WWI 11 ftInt III FAIWIFFAF W AW Ir rlaO ,AddssW,pbaee walk ueUuW�Y9MWWwnd wmeeeee""",pan". and WWW Wat Oe nwu�n qe moW SNremmmnYd wa wY em MNewnl4me veM1wlMXlhmaM sly W W,mw N PomoN OONRrraOeOnmC^d weedwr lkmMeSne laau'arFepuerYl eMak Ntl Ore melN hMMY . Pdxtln Oomneevp pnnY aee se aru.d mWm nuvmeme v0 my. eoq.Isd � bµ mPtiisssoe lv�M r`melnaaww rrpi B]O Wmyt i5s 10 rrq.FW wrpNlWmlk le'Iga/w red eman. rwa huPb wetlud noway pnmabne eeuemn e Mel W,W WW0 at Was III WWIN15 mIFAI II°I, aw�n.`WeA p,fwrW nn IWWJ e. WAWA 10 ea Was ea that wnam «n Imowd la demm:ne dwnw III nee nWaran and somlw InOnap a "A"a m 'was wwl Wpe.dwn anar h o'X"aawwww hm.M eX N. XNnew to emW Palk. aware arwawnhwrw. wwwP ew edm. s mad. ai.daee w n.np.arp I.p.dn W.e tep..rp.mlknnl ma. e.PUWe+mwvaq WarderwiI III WWI un aompulem.d«om. dwmee at lank m Innadaam" 6e WWIW m reparad m Xw h.wem0 `IF 0thatam"W'°i W�pwaP.NIWaa.. Wan a nWWd IMF] WI Wa.. h aWNw mwaraan Wne WWWWnW MOKO eWI WrpWW, dh wn .wa waanrn.a. IN. W anaP.wWaw I W.aa W aaawa wmwW nth award. e", aws X.wX nrepWwd FWWFF gWWWV sew sta I III Oman Wr^^TMa WoaaMdmd dandiOr Wal WWW rrnae. And ;xs: Want,15 aWltluaFor " wasd we WWI rum�6n mwiaWWml Poans AWWn�"'A"W`lenI MCOsmrwa lwu uA III emNed 11 eq are Wrumnw andere aorwered Want 11 Ow "Ind! manq en Wn III WA IPWm�Xwa uw u aerde6n 1lwAi-H.wN .DaV-�iz�P �csg7 �2S LeT 9 DRcAAPQ S of 77 02 Y S 14 130 Oit Mound with 0' x S' cell \\\\6`3 \ n FP36? Alkvm1-L. FASC aF $I6CL 57AC6 AT B d 1 fl ^ Ito' e�;)Alzl EN\ 13PU OP M10- LoTSTgN[- EL= Iva C S01L Bo¢WLS .SC ALL I ". 50 4U1j v 310 H Wieser 1200 Septidpump 2' Sch 40 WC cil - T Diq- opt SOIL EVALUATION REPORT wY IF gppmlm6MXW FNuebngs s Pow 1 m owmaswr.aewma i w,,,, u. w.. re. coc! �Tm^Yla swNFm. ucuc .�wm..m...c c=.•x eL cma e<va:en.� wmvi Ps"Msew M=o..ma.aF. •�o _✓ —ace prin NloTutlw Rw ft py ,we.�Y�a�wmm.i"a.A14lv'DxunrN i II-3<IS smMb0.n., .M RYM/ImIM "V4, MIX BN.TYH.fOTV vn.bo.r.M+v %ea... f,'IIty �uT wouRmaF sr.rnoa sNbzom MY,NN I HUDWN Wl I WI9 71 sM-15Y ❑a' ❑vrw®)� "°'° aL ph 11445 zsmsD+EST �Hw CwMCkn 1%✓®PgpnbllNwberm Mier 4 CaYONMeEuMMM BCO tl9 RWwnM ❑ queemrm.e,oa o.w. un mV.Yi GIADV�L l41 fY1pYFbxp.FNFb[Y Na R F4FYFf M.04( m,V'ail. UppseymabbinmbwYYliryMlyl]Imepvtlmbl. rmxmmMlbrY yobMi W SIP•Or Is1FI) Nwnum,B%Mlpn Wwabyll mMel. WILL u44r6 CITE Y i ma ow Pamir l " 1❑M # �b '�SIDFMW&ICL Q�iclOWl f. ®R bwvW.Yv IN.CO n huY4a,FYv >JS Y YhMi/wPVr M rr IWSDwlRn a.ss c.ac.M, T a�a�. ,beYF 16✓t VOSS IbYn 1 Oil 10M Y3 LOM 1MS K MVfR M V M 0.1 0.6 2 1142 IOYR) )SL 11cm MYIR 0 IF ♦f s J Q-M 7s W4 r5t ON MFI v ax as Q�RF ®A • OiwtlMutlw mm Mf,b mWM1! J M Yh asYxi IM4m PIFY DwivMGYb Mww1 Rtlm Or,Mn a. ev uM. c.Nv Tf . SWG 0, az sn l 1Y4 VM sw sae 1 D10 IOYR ]/) SIL )MSM MAR (S I VAN Ob u 3 16l) ]OYRN/i SIL 2mm IMR 6 IF 0.6 Ol ) LlIm )MMR M@ 6 IF 0.4 Ob 1 IF 04 a0 •9nwn.ecO .lo<_tromwmelFF.w.,w n•!0 -st Ts;mX D4fNw 0Lu.FY9 .brv„ . Numb, M!Y 6eTM Wjsft bNtuc I/ C , en WiSb,C LFIFaae MuiM t1M lMxwwtli)wm AY. Mt MA 006 )1adPJm90 Amrged SO.j {w5+ In 11�zo nnveh B4 ij nay, 1's..- a,.n ^� 2__14f =bWYNw+iw NNfIMM 11W1B nuwllo. nw �-3. �4Mp/ Q!]IM ®a o..+..a....J91uo_t bwwwrwwr �_w IVe1wY.NN MgYm dIN Nn1lmlColn Rtlu Wupwn Tmun wrvvun bM>ry PmY bTR N, Yun�l WB., GnI Chi b.4n. 1 P) IbYP Y! $ 13N9N IM1TI 6 ]I 0.1 Yb ©®� mMM®ommm MCO® ©=omomm eon � m =MMMM .-__■.%__-._ •[n.Nn.mo>>w.mlgawmno.izmN •emna.ew.xnyarmLs1lyl 11YDepv®mo(Snkb.ne P�ofwlannl5ervlmeI.q [buloynplb• plop WMdm 10l .. lr. newwl lb .®...mw.rvamu,wNwnmr 4aamlmiray�mnu Nsua�ui vmnapN.v.. 0 y�e N / OIW 1 w + E m 'I a 0 _ �_ 50 m" r y n gf4fYRF OF O- omnfx,Lfc oxcluwe oEcr.dm �msv`�em _ wui. wfunoN 1101 b1N A4EMIE NAy�yyNND�yST XNV6]fTP LUEA fX@FLWAfAL4,MlIID EFCOUM.NIY ren��nr� MWCOyI yLLryylLULVL XWLIDMM HWLT STIC Ni LRLIS LLYNT'�WI PLOTFUN Nrl .a - � J Aw q:. ®�IL7riYr�m�d i l I.uwiaavilarsartmerc • ���' n P(w..lx� fi pr+.te.. S•(L�- r.+n:.c-Yar,a.„t. tn�r .-fti m.wa,mn 46 ng Yn..., rsre.en-a..r.r �- — -- June 30, 2020 CONDITIONALAPPROVAL PUN APPROVAL EXPIRES 2022$ 30 Plan Paribas: PWFSC62D]1301{ JEFF FOX Po 8m 565 Oresser W155LO9 p ST'll /El �1LMCk eGre¢M1m Timm 1"S2 Street / 1a[5urtF Streett St. Croix County Town of saint Joseph FOR: t Manual- Ver 2 0. SBD- R l0/12) N Component Manual -V!r IF The el minal described above hasbin Rdmlmstrame Codes and Wlttonsln s[] system is to be constructed and located component manvalls) referenced above Nopersonmayengageinorworkatplu bingin lIFP scale unless licensed to of by the Department per s.14S.06, slats / installation and prior to occupancy or use RemllMers The mound length shall be161me oled within 1percent al indexindexesw [dour per SPS 383.a1I6NaN2.I. MYmalnslope ofmwM surface na3. Care must be taken [o set volume as approved In the plan design. If me minimum tether IengM1 of a single switch mechanical float dam not allow the proper dose voume, two separate floats must be used. Peter to construction of the dispersal area, check the moisture cement of the will to a depth m 8 inches smaadng and compacting of wat soil will result In reducing the inflMation npMity Mthe soil. Proper soil moimure content can be dercnnlned by rolling a soil sample between the hands. If h logo Into a 1/4lnch ware, the sire htmvmt to prepare. if Is ctumblas, she prepemhon ran Proceed. tithe she Istoo wet W prepare, doniot Proposed until h dries • The mpuird ads squall be properly prepered Marto plowing. Mrygravm"dipole r dregM eN sM1optant removed To avdd maltln&anglea wlooseo nkmN shallWrakedup and removed. Wt trees and shrubsflush toMeground and leave stumps. Avoid ocereting equipment on as mount rite. If necessary, use only tracked equipment, dud" dry conditions, with minimal passes, to avoid completion. • A sanitary permit must be obtained from the county where this project is located In accordance with the requirements of Sec. 145.19, Wis. State. Inspection of private sewage system Installation is required Arrangements for inspection shall be made with the designated county off III in accordance with the prowsons of Sec 14S.:0zljdl, Wis. Stab. • A state approved effluent filter is required Maintenance Information most be gwen to the owner of the tank explaining that Periodic cleaning of the fiber s required A i oftM1 d Plans,specifications net this shall be on site during construction and en to Inspection by authorized representatives of the Department, which may includelose inspectors Owner gesporldbilltles • The current owner, and each subsequent owner, shall receive a copy of this letter Ownem shall also receive a copy of the appropriate operation and maintenance manualjs) and be responsible for ensuring that PO`MS If operated and maintained in accordance with this chapter and the approved management plan under s. SIPS M.SNI). In the event des sod absorption system or any of b component cons malfunctions m as to create a health human, the property owner must ollow the commiency plan as described in the approved plans The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes Reports shall be submitted at intervals appropriate for the componemjs) mined In the PONTS In granting this approval the Uhnslon of Industry Services reserves the right to require changes or addtions should conditions arise making them necessary for code compliance AS Per state stats 10112(:), nothing in this review shall resume the designer of the responsmiHy be designing a safe buill structure, or component Incomes concerned this correspondence may be made to me at the telephone number tested below, or at the address on this letterhead The above left addressee shall provide a copy of this letter and the POINTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, CP,CPi%26[dO49 7� cete)flizabeNl hudmob Wastewater SPeu ilicWPOWTS Plan Reviewer, Division of Industry xMas j61 doo-9186 MOUND AND PRESSURE DISTRIBUTION < Heaufeminl APPxcanpn INDEX AND TITLE PAGE Project Name Robed Fors B Gretchen Timm Onumes Name Demers AtMress 144525th St Harden Wi 540992 Legal Descapion. Towmshlp County SuhOlmman Name Lot Number Parcel lD Normal Plan Transaction No Page t Iny1iinserwen, Pege2 DPage3 MPega4 Le lankPage 5 Scepeaflwuona Page6 Ningency plan Page] Pan ftcatlms Deslgner Jell Fox r Llcrenee Number' Dale outtw0 P1ple Number WATT /ONALLP APPROVFb Dam and Preload la the Stun Camel Newel for MAPS Vend" 20611610881-P IN 01N1, R 11112), and MN W~P Put e 6 Dnign of "swum peMlWron N%rtks W eT SAS (WASI) oral Pressure Ustnautmn Component Nenuel Ver 20 S6P1070SnP (N 01101, R IW2) Versmn 70 (R 11112) Page i Of 7 Mound and Pressure Distribution Component Design Site Information R.nf r Residential or Commercial Design bo 00 Estimated Wasleamer Flow(give) 1.0 Featuring Fxtm (e g 1 5 • 150%) 60000 Deal Flay lga0) 1000 Sae Skpe(%) Mail Cancer Line Elevation gin 30.00 Depth to Limiting Fada(in) (Led In-sau Soil g iplica n Rate (ppdM°) DMM1Mutlm Gl kderrar " ?am Drapes CeII Lager Along Coawr(it) _ 10 Else nal ll Daargn Loading Rate laugh 1 mnoem Was ate-Ouakty(ior2) Pressure Dled0uflon IMorm7ypn Gemara EM Meet 4 0o LBIBrBI SwrinB (fl) 1 Number INs Lmeral 0168 Oriliw Diameter (in) LJO I wni.el Onlma Specinl 200 Federal Consider (in) 100.00 Formal Length (it)B].00 Pump tenF Elevation he4 55 System 1be0 (b) r t 3 13OS Vaniwl Lilt lR) 251 present Lose (fl) 0.00 Irvllrrollr L Frme (R) 20 15 Tonal Dynamic Head! (ill Labral 150 Ipam �wSaactlw a arw in de 215 1 25 1 x x / (C or F) Treatment Tank I ' 16 120000 Snap TankC aoly(gal) M Wieser a facnurer Dow Tank IMorrw0a B=eN Dow Twit Constantly (981) 220D Dow Teat Vaturne(game) Wines Winntacturer - . s.readealkwrw;imaxi- se a>�o .a<.p handed point Y Emm Y us N 3 elevation (it) /of the highest point 30 R'lerrliw the Iwmmem drain bear! Y I niter Y o• N 31 FormalDrarnpack (gal) 'H its VDid Volume (gal) 12 Minimum Dow Volume (ge0 System Dismaral (Wm) Total Trask C rylga0 Total Working L auld Depth (in) galGn (enter result in CeII 8491 Effluent Filter Information Planes Fifterbiensfamurer 8 Filter MCdN Number Propel Robert Fora 8 Gretchen Timm Pags 2 01 7 Treatment Tank I ' 16 120000 Snap TankC aoly(gal) M Wieser a facnurer Dow Tank IMorrw0a B=eN Dow Twit Constantly (981) 220D Dow Teat Vaturne(game) Wines Winntacturer - . s.readealkwrw;imaxi- se a>�o .a<.p handed point Y Emm Y us N 3 elevation (it) /of the highest point 30 R'lerrliw the Iwmmem drain bear! Y I niter Y o• N 31 FormalDrarnpack (gal) 'H its VDid Volume (gal) 12 Minimum Dow Volume (ge0 System Dismaral (Wm) Total Trask C rylga0 Total Working L auld Depth (in) galGn (enter result in CeII 8491 Effluent Filter Information Planes Fifterbiensfamurer 8 Filter MCdN Number Propel Robert Fora 8 Gretchen Timm Pags 2 01 7 Mound Plan and Cross Section Views fl O Q A w —} J -1 Mmam Component dm.Iwoa. Doan al me enanslon made A 800fl 15 fi0 in H 10011 808It B iSWfl F 950m t200a 91 it D B00 in G OSOfl J a1Jfl W 24 13B BOO LU l9nI D�wmsal Mea 15W08 '18aaal k=" A;aJCle 8001ILdafl LxwrL Ram ) (fl) 11100 Obey Plpe Plammera Mountl C s Saction aw FmnerM Grade 102 i9 do —a F_ too 501%1—a� Dis%wsel call q o j Wellidinegliany Q EM Topsol Gap g F�2SuewlGap A TM C33 Sand i ®Q Tllleb Layer ©� AP0mpala Poled Ropen Fors 8 Gretchen Timm 10 o lsne slope \ H ` 101 03(fl) Lateral Invent Q 0 1 (fll Contour Eevaoon f Ie.uk Fehrm cover ui:m. a equity F scams bom the *men wet Glelnbueon mN'e mMeme NIM antlbutOm can (AXIS) Pepe 3 of End Connection Lateral Layout Diagram LUOPASOMIwi Pe T.risupMaple .I w..ame Rx—j ��wwm.rawa.a TS f nn mar xmwm w m n am m mxRtl a s tlx uww erworran Sch w PVC PM SIPSTetle 314 a NumberofLaterals Lateral Diameter Leterel Sisa (P( Latenl5pseRate System Flo R at System Flaw Rat Toel P�nemic Heetl Onfim Diameter 1n Orifice Spetlna(X) Carl DereLeMN Late Mirk Omeiit gpn ManrlW Lmme gmxn ManRW Diameter Fartmrein Velocity 01561n In In Was; 15o 23]R 73,47 ]3A]R 32 7ROR 93811r/wlRe 1] 23 a W 31 L6 152 30 a]R 352 Dose Tank Information Tenx wmnmrMsul•mwMwrier! C—Zfl�,,AMeeuam Wre6er Manurechul Galore gaYmch C 600 W VOWme 22.2a Defense Inures Gallons A 2320 51676 8 2Co 4448 C 3.76 8372 D 00 18686 Total 36.Co FOO" Fqirumwn aemew is t 2 m s A F ssesWwon rt fl C Abrm Mmu&fs:1e RMmbua Note S AChes Alarm Motel Ni mbem MJ PMgger cmtlainmgs my Pump Minutes muer ZCelbr thsysysi...ui Pump Mi NumGtt 153 Pump Must Usurer 3•a8 altar at 20O RTDH ProjectRo[en Fee B Gretchen Timm Page 4 of 7 M ntl tam Mairelepinal and Operation Scapicifical Servvce Providers Name Jeff Fos Phone 715-1552461 POWSNepaalYe Nake i SL CTpkskj tZoming Phat Svetem Flow and Leatl Parameters Design Flow- Peak PfA gad Maximum IMIueM Pence Sine 1/B in Estimated Flow AverageI 1CO Igo Mammon B005J M ml Sped Tank Call 1200 gel MMIImMn TS81 1W pill Soil Abpeopro nComponent SizeI 6W jau Maximum FCyG1 3S mp2 Type 0 Wastewater oomaeuc Maximum Fecal Coldprm 10E4 cluflMmL Sail lc am Pump TW Effluent FlRei Pump and Controls Alarm Pressure System Mol Me Maralw be once assay3 years Spinal Ina ed and dean at least once eve 3 years Test once every 3 ears SMum lest mcnml Laterals a!vMum Ce fluslwO and pribut toppled asset 15 Mrs InapMt for poryl and eeapye vice help 3haYe Table SPS 394 M I have a watertight cap. ]. Oiepereal call aggregate cMfwmp to SPS?Bp "'Z" ode 3 All gravely dpreaaure piping mebnals conbrm to erapwrer nM in SPS 384 We Achy Code 4 Mope Dune basal area,, a,=mphshed win a moltl erdcs firel plow 5 The mound structure and other Enturbedersas will bee ntl mulched to prevent poll erasion shiphelp reduce trust penel,aunn Finished Grade & Charnel Lawn Spmhbr verve Bin OianCullon tlerel 45 eeMall r as em%amia� Prq t Stopped Fan B Grantham Tram Pape 50 7 Mound Syatam Management Plan Pumu.,H to 8PS 383.M. VIA. Mm. Lob 4ad 1M wwor, (sw NI MgrtWo F x'mNrm NFf WASa?N 0WON a(Aran,AW MMel rnsntlno Fe[menu Wr d' m0wre rm.nA IN OIAGI I-p M OIAm0.II n31.a'MMP REm or 0reforn .moM®oe I]b4brCwnpmra MveJ Vx ]p SBP mI" W01 RIdlta xCbr'nl An Owed onnuie AMMOd, aAA We0,nvn W Ad drob u,grm u[gew Oaa We pramM mN mr Mer aMNWWnret pMmmM WBoeF ec[weeze wM SPS?U ]]. 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CJ1L. _ .l.o1q e1 Clmllficd Survey Mapq ,Valemc Pro if Warranty Dees du 10i21S/ (before 2009)Volume —PageM Sloe M1ona❑ ,X, Ial lmc Wmu4ablIx"'OHu mpmperu ands void ealit an In orientalOdle tohundleshared Proper maiiiananc, caloI pump rna out die motor Adstay three years 11 preall, 11 laybod, by a l¢....stnd, Whvly,i v IM1e yedoot canaffed lilt notion al the ,de, out na ,tag,,, In, let, daapmW ry,¢m dollar refusal dem,bJnlesare spenfied on bSPS 3133 v2(1) and m ( hapro 12- al Cr... Wary barrel Ordrmnae The pmpvly vxmn James to subuul Io SI t'rrm Cvunp Planning or/nnurp Depanmenl a red lrnn fonR dal by d¢ plead and by mosearker plmuRr.laumpmen ideal red final arabavxdPumpnvenfrnalbmlllthe onsole - ard qI vk r1 m proper operanng CmxL... n and a, (2) after mvpaation and pnmpma UI m¢mryl the argon yI u I[u than 13 WII of kill I'wa dw ad.niand have read the above reglrncmuw and agree to munlnrn the private sewer, disputed system ,in the 'endull for onM1, her on, 0, act by the Patent of Safety And professional dirties and (be Cattlemannf Natural Hesou brarlefPrert t'm r manna that you, art, spm lr has bee nedn M st mmwd(beplad al 1e c St Cmra Planar,lrnly&Grand 1),iol l wiWry 30 do of the three dear capv+oa Jar Ix ,an alto mthrs , in non IM1e bof my v or knnxledge I aremain the nbl of the pd ...rally esmbad St b)Jot a xardo deed r,aodied on Rea¢mr of lkMs Office Number of bedroom% � �as /UU ]GNATDRL OF APPLICANTf DATE ^Any normal rho n rnr.aPRxnnal mn'rt,uL in in, s,l Pcmmr bona rnekmd by lM Plannup & ]^ling I}Parmenl •• Imlludeover Ora eppbumo u ¢corded wnrtmry daN form the harder Deeds hill,, and... fly or %haamrfcd nrvmy rap it ,of ..... ra ml on the wworry deed. 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