Loading...
HomeMy WebLinkAbout036-1091-95-100(4) 01" "' PRIVATE SEWAGE SYSTEM A $L Croix Aary m0 Bullei.e oi.mon INSPECTION REPORT IIIPe"n xe. 61M29 GENERAL INFORMATION VTTACR TO PERMIT/ MIPm+ry W nzwlVP^l O Polfus AGRE LLCIChns Polfus B n .m TOWN OF GTANTON x.x..P 036-1091-95-100 ~ w COO' B� eF 35 31 i 1.55SB TANK INFORMATION ELEVATION DATA MONUfgONREP CAPACITY SinilON BS HI PS ELEV pp6 B M o^enq L,q Y AIR am GL-5ZF ( ales s r 1nm Io3B 4 I � TANK SETBACK INFORMATION VHI Nv TANKTO PA, KELL SLOG nArm ROAD Nwwl— s,iP, > Sa' iF) S enoln 13.}0 'if Me HMing sm svl=^• 3.35 .3 aI. IO' ekj /SIPHON INFORMATION La e* uredver Ce m" ¢r Cwx o.�- ; Q .l 5^ Lm A Fn� nB3 In .qel �+' y6r y..r Yc1 97•:l) Pe,�mNn L.nslol ol. e .(.l_._ I w .8.. P„ 11 BLW LANEISTREAMcKwa IT, px ' I�ihwn N js. n .R�B B wl ,^3oIn SOILCOVER unsn`wm Pry .wm puam.fi.wuOnN c pmna (4)CNIppiMIANTS: IL:� e.e ce% Teow xnb,Bl a., art-cma '��`)P1n.s- �- C h) F,.IO — I I At SM w.ulBllm. Ls ..eeded'yy"F-%b.�yR. qu°A:� � ABA N k&V, .. - s AUG 08 t8i AroP � �Aw hadiscn.W 53M77162 S FILM NUXv lmeediedu nl plicationµ 3•1�1iI,• W unit CaflR,twmtlllu PWi :a,I.Nlme�mm' Mnpmnrt fv®b MewnJ MPuS mIUnfIWVYu NMIomp� eiwem�Vr N.Je Pry wlSanm bmm� Wl Wrlhm hlmlb ��� µa,169m1i16 IbeeJUMM1ryed4u,1 �/v/ 1 Aemiuoo. l.lwMellw-�lu�e PX.I AY lobenetlu 'M�aIflwly, PsmX mm rn , Mrn Jeilmipri SW SEXNelmove35 tny View fqi Munim, In al Il. aoreella .nb in.owrl oIINm. ® P.nmllworJnmmm Iljung � NAemrm ❑P.elmeommeww-Iw„Iee c>< �`; X 0 Vim ®TINted 2 �i �N/60 ...L 29— V7 m axk ml onoDm oo nx A. con kle e.ean. IwMe ?V,LX m ®N.wsnle• ❑umlm.mVllsnlem ❑Tuul,mlmmelllkrml. a.vla.ImJaln ❑Omv MW#dlumulm SYJ (n Mmn .. k¢..J a.frnElm..ml ❑P�,ker¢m� o�emo.nP oP,m fl.�b,mNe. ,l.b " .m Pmm Pomll.woVM4t 4rJ i IV T ofPOWISS MCom rn✓Oenu IChxktllJw 1 ❑rvmmlRuu3m, NLleuJ QPranumtl mllweM QuimY ❑Mo ®MwWadmamlenni ❑IloMmgTW ❑tXM O•yp¢Jamrymmllunlnp ❑I'rtI•uunmllbna loylnnika /f VAh en el Aen lnfafineMe bwe!®el �Im 9o•I ApP11� — ®mo o¢yvalAmP Is1 rpnJ MCPq oam130 ee9 J kNM16b'mm al f f i TnY Info C in &3 '� •.•..NDMr.�� mPlmo.AM41m W Im IiM I Wtei oe PUM1m� eW PW I I Cownm Vll^lu wWp%eenen- Lime"i Maiw lew eadin . Mnb's WI.IPmI // IMN xnmIJ 2Jl Z p7Ct27 MPMPNt Nurd� BmmFLx Nnb m,m ns-,eoaee Plunb�AWm, CnW CMI WT m sea vJley Vie,mil, ew 11, snM.a wl seav In vnl. o Ne tl emortonl �JPupymtl w lrt 1 So •ODD i9 f9 p8 IYC.W s LenY;il.M :/� • C2 .N.�b��na:M•.me, aLu,V Ni SYSTEM PLOT PLAN Proyem Name Polfus Mound °61., i Rai u �^y 4 i ami me A am E"I",___ ..... .. scale\�ii.'%Jw am :.r Most we O. a - BM1 • B' 2169 xfiBsl'Mound � wl 6x1 00cell I II M I r pI D Contour Line El- 99 Blf B2 BM2 1W� III � 3o i G 230- T SCH 40 brre mam a I Dnveway clonesnmeof �,n� LHIS ES 3g. \ GREEN �v Wl ScdyDdII wavoissmomarigni 8 . cup TmyLems, CwnCM1naeraury Jay 11.2019 COuTDONALAPPROVAL PLAN APPROVAL EXPIRES. 21 Pho Herbert: PWTSaq I W I FreV JOHN F SCHMITT 616150N Ave Som i WI50025 STfE: Polfu6 d Bedroom Mound cowry Road T saint Croix Sound FOR Object Type MomW CanQomnt Manuel-Vcr 20,SBD-10691-P (N IABLRIn92j Dome Ti,ye Prsnue geNbuuon Component Manual Ver 20, Mf0.I 07M P IN 0In1. R IWI 2) 0xeiv/bn' 600 GID adm¢wrce Pon un.J The mounted desm ojoperaM1az been reviewed for conformance son applicable Wisconsin Administrative Cues gm Wummin Smwue Thcaubmml no, M1m, CONOITIONALLY APPROVED Thofrom,,mbe uemcM and hww,J m er addece wIN ch ancicw]aagmveJ pie s m s wilt any compnoem fee imagination j rt4rtmepur N The owns ssdefirµym[Npty 101 OIOO).Wiscumin $Ntutu,�s re5ry-nable fw mrrytarce mN JI Wcttgmrtmenu No fission may mgagn m or woes at plumbmS m the sense unless licensed b d0 am by HIS Depwnenl Wa I45 06, Stan The follawnS ondamns Mall be mn tlwn0 un wmon onnsnlbuon and prior mm to oupancy or u Tlue ey,wm n to be cmttutrnsimst IaW Wm w,wd muse seek the approved plan, and w ], the "Reewoe De mbunon Component Manual for Private (.Tide Wastewater Tro m ant Systems Verson 2 or SBD I0206P (N01mO Thuryvemu b to cooawnN and IaNNm rcmeame wdh the almmvW plan¢ and ch,"Mound • Component Mamulnor MwamOxon, Wedewner Systems Vmmn 2 P SB0.10691-P(N 0191) us The prtsswe network Is b be condmOmm¢... more wnh p di,wi mSHDf 0706-PHIL101)'Pressure Disembodied Component Mauual for Private Drum Wastewater Treatment Systems - Version 20"mom rk mi methods of publication-SSWMP Pubhemun 96 Design of resume Distribution Nnwuhn for ST-SAS Hioily A copy of the appmvM Plana, apatrotnm and som lem r Malt be on.ade owing wnsuuntm W open to rrsquton bysuWnieedreyeeanunves olthe Depermem whmM1 may mclWcl¢al nnp¢brs Allpnmin rquuN by We cote or me local municipality s1u11 M OWmM perm to commencement of cmumo:oommaulhuory opmoon In loaning Ih, appmral Oe oiriamn of Industry Sercneen re,cmer the right b rNulrt mange, or addNuaa Jomd mlMmons Anse mating Neu nxe[snry furaWe wmp111n1c As per SWIG vuY 101 1312I. nm une 11 this ravmw shall rchcvc the dengnn If me maponvemorfor designing a safe budding. munurc, or omponent Ipomea aano mug Nm eon¢pmdrnu muy be m 1, in me or do imphom number lived Mow, or at Oe Wdrua me this lrnnhoad The aWve left Addressee SnAl provide a ropy of die Inner m] me POWTS mujeemem plan to the owner md any others wW ert rtapomible forme mNllaOon. oMMon or mmurnmance of [be POWtS $incercly, Member, Allen lanun Worm r Specialist. Dminon of IMumvy Samoa manhon. v.n_ MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE comirronanh APPROVED Prolppt Name Polt 46B]rCOm Mound DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISWN OF INDUSTRY SERVICES Owners Name CNns Pump; O+m¢r s Address 200 Evergreen DONE Somerset VVI U025 SEE CORRESPONDENCE Legal Dexnpbon SWIM, SE1I4, S35, T31N. R17W Tonv iP Sranbn County SL Crou SUSdwrsron Name Lol NumCer 3 Bblr Numex Penal 10 NumDer PMEug Plan Transaction No Page 1 Index and title Paw Data entry Page Mound drawings Page Lateral and dose tank Page System mamtenanos specifiwtwms Page Management and mnungency plan Page 2 Septic and Dow Mnk specifications Page Emuem misinformation Page Pump spenficaupm and curve Page 10 mot plan Page 11 Septic tank maintenance agreement Page 12 Warranty deed Page 13 CSM ADacnment Soil evalueEon report Designer JWn Scnmm Licaim Numcer 2237M Dam 4QB12015 , },�I Pppne Number 715-260-300 Signature I/sip pnM Purvuvm sit" WUM Comparanl Mvnwl Nr POWIe Vwon l q evOIre91P iX 01AM vrgbarn SSWMP Pumukon 93 DmIk, 0 pmvun 01 WuWn Pat kr STy3 UNetI arks rvuue oeNeukmm cnmpmnr Manor vo 20 wD. rmWP IN mNtl Veragn 7 0 P 034012) Poe 1 Mound and Pressure Distribution Component Design am In rmalwn 4._ I Randal l or Communal Design Iwe Saw IN to) uvrwam Saki eWN EsumalN Wastevaer pow (go) >,^.aw kntmmm la W Poabn9 Factor (a g 15 � 150%) Ill art a .. f00W Design Flow (90) 2.011 Sete Slope 1%1 SHOWN Contour Line Elevation ho 3100. Cap to Lrmiurg Factor lag 060 It Soil Applkatron Rate groda l Dlstribu sin Car Washington 10000 Oeper Cell Length Along Contour let = 600 Cell Width fo t 001] Dupereal Cell Design Loading Rate (gPd)Xvl 1L In0uent Wastewater Ouell 0 or 2) Aremelateralsmehgnen t in me dlso-iewonyl Pressure Dbrwunpn Informal nathip P Enlar y a,N 60 ( 0 Center or End Men9aw 3 00 Lateral r of Lidg se R N e mith enter the al6veU0n X a Numberot Laterals Drina hgheal pvm. 6 t69 Orifice Diemebr (iit) 2 50 (zI males Office Sparing IX)= ] 50 fenorifice 3.00 Polcemein OumMer (in) no.00 Forcemam Length it Does me wrcemem dram tal Le Moo Pump Tana Elevation(X) E h,Y or 325 System Head 1111 x 1 3 8441 Forcemam DramCack (sap 1680 Vertical Lll(FI al 51 or confirm (gap) 114Hotel Loss lXl 17495 Minimum Done Volume Shall b 00 In line Fitter Loss to 52 G3 Sprain Demaid(gpml 1 e1 Toul Dynamm Head rm Lateral Cl anup Selscuon xannele aam.ler ssl.ctwn in eu _ �n du copra 01s 1 2s 1so 200 t00 2 W 00 GallonyRmn CalduMror ep^u„a„ Trwrmam Tank '"Ti Thal Tank Capacity (gal) tzW 0o Sat Tanx capaclly (gal) Took Working Liquid Depm (in) WinerC up Manufacturer gavin(enter result in Par Us) Dose Tank Propoallon Effluent Fl"r Information 80000 Mae Tank Carnal(gap POLYLOK RI@r Manufacturer 222a Lb as Tank Volume lgavml 525 FBer Motlol Numper Wleeer Concrob Manufacturer Project Pollus 4 Bempom Ml Page 2 Mound Plan and Cross Section Views 'f�� ox.rm�nn woe K O Q B Mound Component Generator AfE001 15 )2B9D n G X J ft W It 60900(flul Dlspersel Cell Area 14494) (1c) Baal Area AvallaNe 8 00(gical linear Loading Rae 1 10 W (11110 B Gas Pipe Placement Mound Cross Section View Aggregate Olaperaal Area Finished Grade 102 84 (it) —� p - tOt 66 uneral 10105 (i invert Olepersal Cell Elevation f1 O Q o + ❑ 9980 (fi) Contour Elevation 2 0 %Ste Slops Geo[extlla faenc Cover Shading Kay $ tt� see Maxi Mass on 10 _ Topsoil Cap e 1 5tt Paige a br number sae. aeapai at layers ❑ ® Sudden apSan0 a E[ "homes are equally ASTM Tilled layer i CI51teslnE toonnicellaA99ra9ate $ centerlme in Me A— 0 a�embw�on cell(Aa) Proton coltus 4 Berri Mound Page Center Connection Laearal Layout Diagram T P 5 Y Num[er of Laterals 4 Onfce Dlemes 01 BB In Lateral Diameter 1 50 m OnM1ce SpaDing 1%1 2 53 fl Lateral Length lPl 49.34fl Orifices per Lateral 20 Lateral Spacing S) 3 00 k Office Deni ] 50 tly/or? Lateral Fipw Rate 1311gpm Manifold Lei 300n System Flow Rate 524J Spry Mai Demeter 1 ED in Total Dynamic Head P 69 fl Forceful Velocity, 2 36 Naec Dose Tank Information _ s�Imw.w�wp� EWrue„O, NEC 3CC:'M an Dn[mnen — L imF mmppnenl ie pro}ny wnrM Ani Outiel Wieser Lonaero Ma m"Em' er loouo3 Ca xi too 00 Galbns rt Valume 2224 gaYincl 1A f pmenann Iin 5 Galbns I 0 . q 1 402 65 ---tttL B a C ]e] 174 tg�w en ee.n�&W 0 1 B0 n D I OMI 359] Bri eraurae sprit S rig unduar tank Ba 00 few At ManuahcNRr 5 Rhombus Alarm Model NumEer OJ6P6 /�I� Pump Manufactur Pump i Nun 140 _ Pump Must Deliver 5243 gm at 216I nTOH Project P0fm 4 Bell Mound Pace Mound Sgatem MeinLnanca and Operation Specifications Berries Providers Name -_ _ loan Scnmrtl Phone l 715-760-UN POWiS Fegulators Name Sl Crols Cwnry 2on�ng Pllone 7153884BBp 8vsbm Fbw anal Load ParemMrs Design Flow Peas fo0 g" Maximum lnlNenr Paraeb See 119 in EsEmated i'loar Prenatal 4W gad Maximum BOD51 ]go mall. Septic Tank Cameroon 12M gal Maklmum TSS IN myt goal AEswpupn Component See 600 fl Ma unnum FOO 7Z Type IN Wastewater WmesK Maximum Fecal Column 11OE4 choMW mL Septc and Pump Ton F Evil Fltler Pump and controls Alarm Pressure System Mound ill Sam" Frey Insi al serves Ones event 3 e% Should inspect and dean at once every 3 elders Test once every 3 ears Should rest rmnMl Laterals should be Pushed and pressure tested event 3 years inspect forpurroing and sonsa once every,3 sere 1 OMervatlon pipes are sorted and materials ronbrm to Tade BPS 384 30-1 have a watertight ur. aM are Promotion as shownal the mound wmparent manual 1 Coastal call aggregate conforms to BPS 384 30 (101. We Arm Core 3 All graved and pressure piping mabnals conform to me maniacal SPS 384 Wa Adm Cede 4 Tillage of the Baal area is accomplished with a mdr roam or chiul pew 5 The mane structure and other drsturhed areas wN hat seeded and mulched to prevent all erosion and help rat Past Penetration turbines Trani Deal FIO* d .............. ............... Grade v 88 Diameter Lawn Thread" Ckanwl Samoan Valve Bo, Plug or Ball Valve olshidmmn` �a Long Sweep sO or Two 45 Degree Bends same Dbmeler as Lateral proled Poltus 4 Bedroom Mound Page 5 Mound System Management Plan Pursuant b SPS 383 Of Was Alan COEe TMa,yebm mall to Woe in accordance Firm SPS YFM W` pm C«e and Sol mminWi J in accordance We as COMP enl Mandate M1WPp1%,o1 aISNN01 Map Rl and Of 1or2eute b. penN®oon 96(0118 p anaPpiA.uNurwn Component M.nutl Ver. R 08a6 e sMUM evenMwend I or mpims unuem S b system ma,Men,r eM msome,"raonlnp a•,oPos°Pasiei'y M pmanl net caste abuse seam No oe aeanaommn,.n, u M rn UnocalMyth 33 We Fam Cob we.n the banks awn roger wW a. O�Seplw 11 PIMP coneman Tole nonamn T� ana wear, soon M aawt+w or "he ightnee, and sounmes, Axess o n,ns ma�IPr. last be aNrlpm PwntMwmPoePnm,enr« nr o.nrnarmW pneorrna eSolO 0agagoo to o,event.ewdam. °or"noehorMW entry Into a tank e°wmponent 'rase a a.mater M.a be Marked 111 .. . rurtn Sall Tank Mal be mMm.metl by an null «noes to earned septic Mark. Mager s zat as Sub. Tom wnwo of the tll we May Date iM operTmq wnCnloe m the mWe talk and ha ll Pat Mail .t"73 eureby,n ,, ea W The �ou1M51k,snan be cleaned ea necessary to smuts PIMI, nlpr me fAle,e.nre¢asnonw nplMrynored unNaswor¢om ,data Main was in bank m 0 May smnenoOth Nm,rhan r Gm from sa ennoawe mMnN,is MuipeewOa,elarm the IMF Shall « woke one alemun ebntlW mnunuevan I Mamment sun alamt MaylMl«q arms Tics Oro n "Won wmmuwa alarm The udgea ,In,, �nnel Mail ad." anner If hen Th he aen at1eloloPolul01 Ce IMI mM"� 10 or loss NSep11 Me consell of the unit am net mmo� at the time If a ettainkPPersonarse a ue eeazv M tNouu l kowne, T such p,wetl, ,re they . r WbiPar septic u..0by wen ocean Pt ac Oa Pumo ion The PIMP wonrel Fork hen be rnaoeWel at NM ones me s veal At Pumps Sall M 1,61 to redly Pape, P« n IfanOf eneremameb within the tank it Mlnael Wo Wr ants assume NOTeno,sntuw,houldbepuntedontMmuouna Parent may the mvbor $eebed and col as ne«nery to prevenMmalon eM to pmultt woeMartin Men on ve9euLvamambnarwl on mem dnoa may ha ona0 th license: Martin .umn rably nwtemmt�Mmwnn Coe mW4r myulanoeaoaoa+w,rem action atMe e MUM pro oarswnrmr �np wlm ma Me Mound swum Free Mgt Ov one mlaW.ta i66 eM.M m0n F0 mALSo, 3011 10mlyLFOG MadidIFWIDOmLtrrngµ Team NAuenl InTueninon m.y not erttao manmumaespnnab a The IP Ire despir mulmasmlbn n evatem a P,P.NW on anything POmM1Pe one moos Ia.ra .n PoaoPPW n M,ab. wmcnyb �� rm I NO, ,no' Ohio average 11, Ise w ee,ermm. a rand dNsro rxMoCP°..e :.a': oNnS« covering . ntPnrea m marm.m sore aretrcPnor �n the sommall«It shall megW rot effluent W d,N P Pm.Pwre..N.r wenace-,toe r"nmawieintMdi�malm n:owe ae aP lmpenern hoer.Mmr.ePn rWnrnn.wnwnsMrro,,fm ...t m.Meel glsu oils any Wonevo wC...eekace inalk cy Palo If the «11 component M. Il be wPaeW o, nplA dm keep late orsumm p,o11too 005,10tank otomp. mrmowmmN, alone IF balmW wtnn become, Mrect" the Mtr wmmnM",f Shall «Immediately wl,ea or mplWe evish a wmponwt of some or earn pea o,w Pnaw c«m.e or «91n, w.N.k"O=oonorbytemoviryhoiolopuuuvuwv.0 ulwM�onenanngr I med,a a:e rM.Ioua oo�a.n nuSao�Owl So daemon Pe«,San to bon tM System ma Proper oPerain wwaw See POM S of in IS oars for Find name and Whi Punt«r at eon W PoWS mpeLter and s.nix pvrwMg the ofter"i and.seem. ..ears maintenance he naev hall ,Me or aarMeaPn ones are m&,Laa«P.meeoan°.oa.no.retPnn.�ee�.oee onM ove.'imemapa ntt bee for Ohio System Protect call WLP1200/800—MR TANK SPECIFICATIONS a Isa' D DIMENSIONS Al3 SER Y BOLTED 3' COMEMANSI 6 d£ 30' PRECAST CCCONCRETEXI XI._ UMTHHELGHT 16 OD CUP -e vnmH. Ds'on_ II a' CAST -A -SEAL III II a' CAST-A-SRa SELDR MCAT 1, OD LIQUID LJTE, BB' IF II WONT BOTTOM 12.00o COVER 8.170 LIES, 02[ /� INITT ANDWRFT. O AST -A -SEAL BLOT OR EWAL y a GASKET, CAST -A -SEAL BWL p EQUAL III EiLeiErox IIII II m AND CUTLET SEE D"eTAIrD�oLTw S a g E III F (WHER STATE SEE G1MT() o o AWED CAPACITY ' 2220 WL/M (POMP)K LOADING DESIGN B' D' UNSATURATED SENT LY mN SEW 11110NNO ea NO TASK c USED . v�I :PnCsEPncrywP LU' ORS TT SEM OR SEvncryvxW 4io� a° VENT 'OVER MIST XFADESIGN B6 Mo FFIBriw i o MIX OESIW E9 (SNG FEET) FIBER) WsrFMam TANFOR CUSTOM TOM i'AN.s coxracT LMESR CONCRETE Wn£T 711I 8 Z RZ Z PUMP PAD9DE ME pRAWINGS SUBMITTED FOR APPROVAL Awwrto av ; EET p TANKS ARE MANUFACTURED TO MEET ON EXCEED AEd C-i237 RSWIHEMEI 1HO11LT5 xEU[0 BY: / E 1 PDL(., PL-S2S Lffleenl l lller PI-;Z9 Filler The PL-5ss Facer n raea Inc m.U]l bras Ipannn1 per on, I nwkmg n near the largest loon m nil aau It has 5ss hrvrfeet tinnil'III, hnn am, Ilk, the Pti PLll2 ere Pomink rl ssrss an Foomr Ilak ,ban metalled IM1 wort filter Vel the Lhours nmm eJ for hiring, IM1e MI, III that up and ompnanly shut oil file knm a` the effluent rv„n ueare the tank It. lik, 1/I6 Filtration elms �� sw.a,an • Rated for IFIMI Gpn of lbm per my) Itlna5%k •5251ok rteem l/ph-filtralon IlO,ODD GPD . • rMepta J'ande 4IIPNIprye • Puln in gat, Je@aor • du4man, hur,ft MII as hen filter remove) • Alarm mnrlL,lity •Ac,ape PVC ea rase handle III.[5 l mill ln W), Ideal for reulumul and.orati Ad wage flow, up m 11000 gallon per day (Gpll) 1 Ilk lheoudool IM1e neplu lank 2 Remove the tank ,uwr and rump lank if n,-nwn 3 Glue file e /dhwung lu to, i' or n" oub1 pipe If file filar 1n nor tentered under tM,cars, of noR uwa Polvlok Emend k I„it nr plot, of pipe to as For IIII, t Ikn e t Nil PL52k Hour mn,rc M1nunng 5 Replre and xa, no tlwgm, tank coves PI. Fil Vanlvnan,e The PL-525 Fffurenl Fit,,, xd1 operate ethmmJv for venal wan mall nomad codnlons Mnre rrymrmg r oil 1f „rmnmmendN that the fdrcr he Cleaned ater me the tank npumped. nr at lea thr, yearn It me, IalleJ ldm npbonal alarm the oxner will he mill ors an alarm x hen the Whr rcNs soak M"ang should the Jawm a ¢M,e,l kept, tank mark n m tally I Locate the n We If avput tank 2 Remwe tank ... erand pit mr tank if,, rv. 3 DR not uw plot..; when Atlas cx mmovvd a Pull PI s25,amldRe out of the Mvang 511,,e tiff fit ter F,,vrIf,x Pow tank III n,1, all sold, tall tack into topic WAR t moat the Llor Annual FAIL mm the hall mg making metiv hike b pmprb allgwrl and compkaiY ank,ound Repbc, and aecmn..vpfu tank L„..r Fell'. I Pit Funal. Hi aRAL I,, coHO! r i,b� a ; n.A.. a�11i J Nk, LMItPeafilk norr IFalh nail, Patent, In, aF.nilIJd Rod WolM1fillol lT IIM1t92 TAI Res 877h"9W Fu 201_na III wv.'fxdybk non Page 8 y�5Y LOiK HJIIE DYXIYb rE N GVYVCFMpIMVILF CIMVE ofA M[O¢taWalN Efft11FMMDCEW/.RI1K IKOEI IgYIN _ _ _ . E4avrsr eMmelors to uqa ryslems ale avmp. ub waN] MO ar • MttMMM vpma IV duper sysmns are araWla Fee o, w�lr•Tf ,l •�roab�e,al�ea,e b a ampr m G� r Fee 6, \ • sVenable"Imes level cMeol e111CM1es xre xsanxeN IV [mpomrg Sageonxu YL S ) • gouge pggaDaA vamble level Anal swnmes are aruhde lm vanaelekrer 9V YeteJ arAnMe •Segge Fw IVa8vaggefor tcans eeorieIW F Js.See FMla20 • Pegg b FM[[O$ br NN�Ibne dWrB 13ry'F IN'CI IpMIN LIOOELS caYp seacum YeEY YeM VebPo WOe :lung SlapMs ppYx N1N NIIN nfi I Non In$ 3 E14 ENIO 23'J I We 1 60 60 1 IV? 3 i9WHD II6 I Non 12A '_ MII6 6E110 6E4I0P30 I I eNn 1 60 1 1 Fw male Ise 1a WH M I strict c 6YlYlY bsN XL 9MYs hbbFMM1] 2 See FMIYeH Manvl mMMgarpee mrtdgM. 3 Sw FMp)IYMWRq mYel altlpexmNdgM 'Surge MVVck am" IMWee For er.Nra anndms a'eserve okr, Ixla rs aryY.van nb Ae WqI desny LMM Fury POMP !O. o crorroer may z l Cl ar 19VI Vaerw Page 9 SYSTEM PLOT PLAN Prolecl Name. POHus Mound ' N AU OIm$q. MM ' »ow.mew. ..I R WISy,W A FeMWI AaFW&aml SUM I.-W Wowooio. walwcc�oo. TWA,'T w war Bel amemo-w._ 1 SM1 239-3"SCH40(pUmain MP12=a l 1 81 $p1iO0oem M1nk 2180'x11B81 Mound 1 II w/S'z100'cell o In C Bell House Shed O SVell O Contour bne El = SS lm� 2 BM2 / 100� / IX vemm, BB,// ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSH@ CERTIFICATION FORM OwnedBuyer Chris Polfus Mailing Address 200 Evergreen ,Drive, Somerset, WI 54024 Prope^12-�V y Address � B t % C4, _ .... _. _.. _— (VmOmmnrgm'te mPi.nmBnLn y kpmnrm u+m v..num„m CIO/Stara Pmul ldrnllfcarion Number 036-/09/- 95-/eT5 LEGAL DESCRIPTION Proarrr Lneebun SW y SE,A S« 35,T31 NR17 W, Totten of Stanton Subdivision Plap . Lap 3 Cerofid Survey Map p Volume . Page p Werously Delp (before 2fID9)Volwme , Page p Spm Rote Oyesaw Id Lm Menufvbleeye0ro ImpmM ,m vM mamavmc olyour mplw ayamm mold remb in iYpmnuwm prime m luMle wn45. Proper s of PunlPmg out tie come eaLLs a lbrte yueewmt week:bYimearn dWmm mm NU W, lmo IMeyncmcan areenthe furcuonof Ncup,wfd su8< Cor m"C'vedS,,dmyaem.P.tx+wmlmrce respnsbtlues are 5paifiM m $$I'$ 181531q vtl m Cluplm 12 � S Cmn County SeniYry Ordirerce ibepotimly mWepee,wmbm,m9 Cmn CnwIY Plerame6lnnmR Oapntmem aemlfaalwn fo,m. signed by Ibe wnr vM by, mplumber,Aweyman plumber, mOtructed plumbn eh ssJ romper vitrifying that (1)1M1m e/1 fi fW11 lsystem InProPm opnaunB coM,uonaM/w Uleflnr mp¢uon scot pumpin8lifrccewryl.ILc ¢PoeuNn oom less then m uf,1 Wgc. I• Used, the undersigned Wve Ym de, above "wi m ma, m d.gme to mv,nwn the private towage disposal system wits IM saMmdv se, funk berttq as at by We Cemnmenl of Sakry Md Pmfest Servwe, mm the Ihpnnmcnt of Natural Rewwri SOW of Oberman Cemi6uuon umme W, Yom smna system has been munmml mmt be completed and mumed to the 51 Came (scory Plamwl p Zoning Dommucat wMm ID days of IM Ruee year capinuon dam Iiwe eemfy Mtallstl¢men4 on) bu6OMIMImemtbe4,tnfmyl,urknnwledge IiweaMme Reowrmsoflbe Proustdumbed same, by vNm ofa✓ my deed revoked to Register of OeW Office of bdroams 4 V/ � �SG& OF APPLICANT(S) DATE ...Any Yfotmmmo Out Is mnrepmeated mute result to the samury Permit Meng revoked by the planning As Zonmg Department "I IncbWe wrh Ihrs eppuahm a mooNed warranty deed from the Register If Doede Office aM a coi the «ro6N survey map if reference is made to the commit, deed (REV pa/li) ST. CROIX Community Development i• Government Center CO:I ;MT 1 1101 Carmichael Road Hudson W154016 Telephone 716-386-4680 Fax 715-386-4686 wuw sccwigov Address Assignment St. Croix County Community Development manages property addressing in the unincorporated towns of St. Croix County. New Addresses and changes to existing addresses are executed in coordination with the local Town officials, County Emergency Services and the US post Office Any questions regarding this process shouts be tlirened to Ice A rs Date of Assignment 8/13/2019 Tax parcel Legal Desc/Subdiv Lot Address Comments 036-1091-95-100 C5MV0L29KW7 3 1917MROT New Home Joe Ayers iaseph ayersCrsccwi goy 715381.4934 ��� - 1 i,_ I � �� ! `_ C1ST'.ip/f — .777 W. J vt of SO=S el.,,.,, ,,4 L0'u g0 EVALUATION REPORT.ry�,/� J10 ' amms.n,v.m e.m—I'1 Pew —a_ sr ebn< su xw um coa s com �m.kae lict .m..ro� `"m.�w� *e�."b :rmepmP- PWapMlanrMommeon. Oele mat �.°,`.P"k�nmw � P7�lott w P=N. nb W um M ream P. o>ti.,=-4I... .wae.�� ,wlnell vnM Veer CM1rn Polfvr' PACIPt COM MImx-n 114 ss 1Ns 35T 91x R 1]EI"r'N❑ PrcpMGvneM1Mtllnp MOie" 200 Everg,, �l • 961 a'] 501 ( n • ee gPoint m•GWI RETh SIRV[OV O xewconwalon u.Q a.tl.m.lrxumwmM,,,e 4 cme eenmae®ynn GPo �ReP Ml , �MpYcw¢mmml�Gmxe Pontm lpalled Dnft mnypNece GwwNmmnnu NwM OlIg,, rynan Nevauw101050fl luol on ourbne elernion W Aid Minint lS ircM1" of ASTM na'ew'^'e'nnme 33 m tun0 aM ❑it,ta Otot 21 ❑. PA GUNVNaW 99e IS GM to eT,ap Sd Me La+ nuIta xyl¢n qpb In Co"MnnC M l ReGm Mevqui W.9_ f Idllu Todw, SIMI Or It 9n. Nay tort6 I 0.9 10yNE rvre siI 2MIA Ink Is 2, '6 I.0 2 5121 IOyr4/4 6,1 2mabk mfi 11 flad .6 3 3140 SyW4 ^^" bl m mvh ew no 0 0 40-56 SyrV4 ` al mvh In m 2 6 2 ❑ ❑ MP.9 q 80 24 �Ge Q' Pe GmutlurlaW Cewnb FYyffin 8M Pi eTMee dab imm,,M w Nose1 Pe On NOVbn W Sc C L sFP4s 3, Sc 4,. Rob GP611' wl Into 1 0.9 1%61Z sil 2mebk mfi doID 6 10 2 9-4 IOyW4 mr sml 2mebk mh cs2F 4 6 3 - SyN/4 verry,» el mvfr l 6 'EYYPI.BCG a _>A rn Lww 55>]p <IW mBM1 'ElxwXa=BLO �30nNablSx e]tmBM1 CST ranaM1l,eOMetl CBINnM 0.nE35ral / 341936 IOf® - CmM 16WNr16TrtiivMnbr I51Neo'1L[bnwM. 540 W112 10(LN1019 018 715-7660347 crane Polm no E 3 Rm.rvo n. piwua pal ®rm■®���®®moo •em.mn-eao ,,w<xxorrgc.mrss>x <l5pmyc 'EIILemax-eao ,.mnay.,erss:mrpi TM Oepl or Lrnr am Pmfmgmnel$ery ices rem equal opNnumly seance pmnEa and employer Iryounatlamnawero aee¢s smmm rcei mmenal loan ulmren (wmLL emus Jr Eeprmiema60&Ef6J151 or TfY Nraupli Relq STEEL'S SOIL SERVICE 3of3 David J. Steel Chris Pelfus 1699 150th St CST-POWTSM SWI/4,SE1/4,S35,T31N,R17W New Rlctunond W154019 Ls #248956 Town of Stanton, St. Course Cc Direct 715- 960-0349 Lot3 This soil evaluation was conducted to satisfy More scuarrnt, it mayor may not to satiable for your use Legend N 1"— 40' ♦ — Benchmark Ele 100110 ft Top of 314" Gray Plastic pipe e = Alt Benchmark El. WM R Top of3/4" Gray Plastic pipe =Bonngs Boring Elevations BI— 9980It B2 = 99 80 It B3 — 99.20 ft B4= 000ft '3,( 7;1 is /3r rso, v+l r Y' 1 8' icy' 6Y' a c�aQ� B ��1 0 V /ad B 1 r plot d� q' C'St W Mound and Pressure Distribution Component Design Design Worksneet 80a Indictment (R or C)12100 Residential or Commercial Desem Ni. too Ml(0) mkWakam ®rnee Estimated Wastewater Flow(gpd) ° yal mkommaswo moosmicaPeaking Factor(a g 15=150%)Design Flow(gpa)RECEIVED Bite Slope(%1Contour Line Blevaecn (X)JUl 2 9 2020 Depth b Limiting Factor (in) in am Sal Application Sure(gpNllT) T.cR01x COVHrycOo D'ubi0uton Cell intervention 1tb.00 Dispervl Cell Length Nag Contour nin = 6—W CMI Width (fl) 1201 Dispersal Cell Desgn flooding Rafe (gpol 11 Influent Wastewater Dosh(Iw2) ae So lesions the hghestpw t in aiamlwlron Postal Distribution Information network? Enter Y or N (C or E) C Center of End Manifold 300 Lateral Spacing (In It IS above, enter the plead bnh) n ft 6 Number of Laterals Cf l0e tigbest paint � 0.168 Call Diameter (in) 3.fi0 Estimated erdwa Spacing (R) _ ] 50 fl lonfrz egg ForDirmin Demeter(in) Facemam Length (n) exs the formal drain Iwck2 O 60m SOTS Pump Tank Ekvaxn(fl) Enter Y or 2 d (Xa 13 Ndam LHIea aID5 rX(fl 636 Factse on Lose 000 Irl Fitter Lose A 17 la Total Dynamic Heaa(X) in lffinl Diameter Stela choice the copra 0I5 1W t 25 150 W 3 Treatment Tel lnfomrellon 120000 Se tic Tank Caaogy (gal) Wheat Concrete Manufacturer 1205 Former Draintal(gal) 9053 5x Vow Volume (gal) t0359 Minimum Does Volume (gap 52 43 Syatem Demand (girl Maneob D1srm1r Selection In Lila 0 to ctiace 125 I on 2W 3W Wlbmllndl csbulator(Optional) TOWI Tank Capacity (gal) Torel Working Liquid Depth (in) other (enter result in call B49) Does Tank information Effluent Filter informal 600W Mae Tank Capxiry(gap POLYLON Filter Manulxluer 2 24 Dose Tank Volume (gal 1525 FXer MOtlel Number Wieser Cormrrete Manufacturer Project Pairs 4 Bedroom Mound Page 2 of 7 RECEIVED JUL 2 9 2020 Canter Connection Lateral Layout Diagram er uropcouNncoo fi S P mwtMl wMi p.—ii,W uri � La.aa isaW n.Xs 40 PVC aw w sPs TWAT sea Nummer of Lalna6 a OfIGCG oumMx 01001n Using Diameter 1 50 in OnOce Spamng (x) 2 53 a laRrzl Length(P) 493d0 Onfices per L&I 00 Lateml Spacing (S) "oft a Onfice Denny i So fratob52 LMe21 Frow Rare 1311 gpm =4 LengN 300 ft System Flow Rare 52 43 gpm Numerical Diameter 1 50 in Total Dynamic Head 9 id n Forcemam VekGy 5.35 WI Dose Tank Information LIM,,,e L,' was "MIN LamI .. am " t wo Eames. �wana.m. C L Tw mirrm.wn earosM�«+M awo. wrtser Concrete Man haircut DA= gall Ca 80000 volume 2224 Gmenewn InV "Too q 2131 47402 B 00 "a C 4E6 10358 D B W 1T192 Total 3597 Bo000 2 In x rt A ww B ormay .wwn a..4 n'ParodyC Alarm ManuahOWRr SJE Rhombus Note Switches Alarm Model Number1 1038378 containing mercury may not be used in Pump Manufacturer Zoeller Ibis system Pump Model Number 153 Pump Must Deliver Sz 4J gpm at P id a TDH Project opBus 4 Bedreem Mound Page 4 ca 7 TT. 4��5 RECEtl JUL 292N2O .oR vCOUKTfCOD TOCONSULT FACTORYI SPECIAL APPLICATIONS r maonrM Pone o-mude �Ebvinolaamaba, M4u{bx ¢y¢lem¢, an rvai6de an4 w[pliN'.xYM1 aiebim Vartatle br& wNd avMAea ae saAMb for mi0duq .�ele Pa.eearyary �Dwde PeavOad aanaee bad nod ¢.Imes are a.aaaee mr.d b xaniamanonrvae mmme sed¢a aaeox a�aibae ror omeoormmllanw:-xe iMidAt �Prer1aD'F IAT¢Po¢Ial QudaOameQWrttl 1511151 Series deadjaked And Is 1 2'r NO, as read 213 J� TATUM addid 53 SELECTION GUIDE Torsi NMNJICNEAD IILOW FER A M EFFLUENT AND DEVEATERMc m000momv amomomom mm©0®mmm mmom©mmm amomsvms©m ©m00©m©m omsa®oom mmaaesoo ssa®eeea0m Model 151 Models 1521153 IT t Ad {-L,,mJ ianded 1 sge pgNmawmtierc,malmmn oaowk pgpp9mnrege to IDmuwaa emend emvau ¢qay eµ, 1 lslm lallhba*mm�w All Haddearead Widened deal Headed and And She He ., qualiffied mere Had nd ESmim wn Ads E„e In om,m.,n 1 ad, ,.0',an An (OSHA) 'Easy assemmN m arsenalm OPTIONAL PUMP STAND PIN 10S421 Are? e1AusM rygliu5me RESERVE POWERED DESIGN For lnde lwnadl[re a reeerva sd"fec6v is engineered vM Me All d e Zctlb qmP IsComrseLS2010zaelled av �Dmam�rv:a -- z. yr 9z.o IoY�� f �q.iT �04'41�