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HomeMy WebLinkAbout030-2115-00-000wilco"aaclolmaBunching a.ewnmm.. PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT( coun r $t. Cf01% ^ry Penns NO 624991 Pu°lo N. es lPNN°Yve• 16 MOKIF Michael& Kristin Leuere ll ar TOWNpOF SAINTJO$EPH .ry 030-2115-00-000 BMela. sgnUm ..Wlw. Innrt.mw.ry.�umRd 31 30 19.94T TANK INFORMATION ELEVATION DATA TVIdE MANUFACTURER CAPACITY STATION ED Hi FB ELEV BenpbneY trely AN BM SEI seam Ending SVNl Nwl TANK SETBACK INFORMATION SN11 Doom TANK TO PM1 L LO more ROW wl SNOWamm Mvg ,~ NM^3 W sEachn PUMPISIPNON INFORMATION d,NGMe w.uyYura OEM TDOI LA mlm(ve SWemNw SOIL ABSORPTION SYSTEM FAM DISTRIBU kriduk SOIL Dopth usr FROM QV@r Ph e °w 5xHdwa mm non cenm ..m Fees im col ru 'e rve r rn r w COMMENTS pncludecdxNdscrepencm, pevonspneenIFcoal InspecINn pl Ingummn pS LC)ONOW S II WHEB EAGLE ME I )AT FM Cnunphm- 2)REAss"rlI— [] Yes IN No Use Mheraitle(or Podthannllnlcrms)Icn SBE65ID(Ban) O.l. lm.p.mr. sgn.wn crow TV emit Apph t W..� w.nb ePsaR,rlln.wn Amn r� w,N. Wmsfi nn rwrs-oesooleT4c Xv}q Mbsnll[y1FmI WncWINB tlLun Apw Y mym wioraW muryp�u�,, Ne I}Iw,rcm ^I. NkryW NN, PAwan ouu pmv�k msY N'wm uwllefor 308N.M1Ile FABb Troll .5_¢,,,nwLowiam I¢'pN.¢ Hudem, Vr1Wile wn mmmulb Pmud Lmr. Michael and Knstln Lauer Z21115-00.000 �¢Y(.. )wl,^.Am111 PmF L, M 31, d.lv. 4 4780N Bmok Court WrL�, SW p NW A sas,, 31 Cup Sm %tow NunM Stillwater, MN 55092 6514]2-]1sx T R T7 n TypeaBntlnp Qb¢\.Ilrotl.ppnl ®Ivzz.my W- �vNolRN,am J 3oJ S,Mvum Xve WTJBE N ❑nHwco,wrcww-4¢e. u. ❑cnm NA ❑Sum fierce-Uu CSMN=W ❑ Whose a 0Tw a 81 bvsph N.A IN T]gwrPsv . IChak*5"v M.mlmeA Cemp44"veBQvppbeblq Ism gtm ❑Rv Il try 01wm IAJWTm PgAm,m Pry ❑0.bIbYI4moFmmS1)a leylvel ❑bm.RmrY ❑ ftft,wns ln[< m TYft a mwrs ichak.0 men ❑Nn w ❑Pmae rtu I^L,uwJ I]AicMo 70M1bnd>N,n. anun.Wnll 0Iftw<24'w a'auu,wl ❑X^N,glw ❑o ,uwF„tic,,,,.,.w„l awm ❑p,...mnQ.v Nwwm V. D6 N'mM1enlAm bbmvwo' ' 4p�pMl�l ;-FwµF mmn ,Igvd Ampq�bMlap I1ga,ulA¢e RgvN, 9ymiNnm a58 50 B252380 9B So vL W Tut1. Twl nlmume, y .w ctlMn¢ U p $3 py S WRo bk W5 1W5 NA 1,W 1 wow concrete y ]So NA ]W 1 N rcmaeb J V[I. Ressusftl-St,ftoea-1,Y vtleYbva.vw mpWWry,w,eul w aft 10W,S,M.m YvwM qr m '� H T APMHRNurb, t fftwi b Gary 2appa 222373 7153 2858 nmhvlA (9 cIs. vue z,p Cm9 7158V, SVeat N, Hudson, W1 N018 vyllL esun /De vn eel uve Onl a �q s�J\V1 ��j� ❑ mR /m R„W ppor tl 3/JW'LLlCOupu',11.yaS �- "^ SSTEIAQ ER. w ` wluK I Swc tons, wo, l`�� 'T ire mmpi.�vw�acJ or�p U,�r it ye i4t� 'W`� �Sea snaemuem", sa ��11,,,_.we w 2 Ali eeban �a^n 4.Pler. EL =•w ��,^��_�� .,.rcwa.tmre. w,,..n,� .rcC vr! PL.w.il.�iE++��BD4���.w�.2�a.'�j�^4af�iPfa �'+'`Y 1w s,{e. A+.i+..bancc rste�. 9BD8198IR Illip Pry.xdw.rd ➢al4R/LIa: /di.� fly...d. l6.h.— nt Uw a,. l ear p.0 DIVISION OF IMUSM 80��ES BLMY K1 USPIL up 11 CvmN lM1opnRWY 'j '� N%I2dRMW,Nt9m�M1mmY�evma MmYST" Tory ErmaOwwty CwnCmnmvXny September 2, 2020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES 2022-09A2 Plan ReNiew: PWTS 0920019]4 C OARY T ZAPPA 015 orb St N Hudson WE W16 SITE MkLael & %rime Lauer 148 W bile Ilsold l rail, Hudson, W 15401b Town of SAINT IOSEMI A Croix Crusty Toml Amount: 5250 DO FOR. O Meimennnce Re Corulitirnefty APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES U.PMfO SEE CORRESPONDENCE Mound Compossnmr Mmml— Ver 30, SR0.1069LP IN OI/01, R 10/121 no submittal described abase lembeen reviewed for conformance wim applicable Wisconsin Administrative Codes sad Wuconsin SUN4s The subw11n1 has been CONDITIONALLY APPROVED Thosysleminnbe constructed and lace N in accordance with the enclosed approved plans aM wash any comparison managed fef smiced above. The t w rd. as defiatl inchapter 10101(10). Wisconsin Strauss, is responsible for compliance x'as all code requirements. No scrum may engage in or work at plumbing to the um nRss licensed to do so by Ibt Oryvbnmt pas a 145(6. mats The following muhoom Ja11 be her dlmng cawlmnlon m ornallanion and Pna tooccumincy or iris II i, ,, m wm1,d m lanes off disn,rsul us a 1 i r unit dursm arm V uction to a, old disturbance ..mpg, run and sae of The site w lmn ,surrounded not m.m,ser me pump m me time task mod me tank, art pumped prior to homeowner «�npan.. •Is nW,al, r red, meet from .nnn.nor, ),,,i,g,,r equipment and rush mLnr tart mar... sru,tmn products 1mllHot h, m e dechmgedo e drun, . leasing in me pas, n n., criminal ,.m WOW rV ale a ..... red, long hr ptin,,p,, 1, dnpm.it inn-hit, ,,11i s Any tell grasses, heaver; and Verdict shall be cut shoe and removed pnorw What the wrface fonndt0onon to Prevent coning molar me depend area. Peter to construction ofthe dMpeml area, struck the accurate content of he sad on a depth of X inches Smemng and removing ofwn cod Will «gull to reducing the nOltnnon capacity office and Proper mid reconewee content rm ntil tiuse be discounted by rolling a coil samphe betwan the Funds If it midi trim a L4. inch wine ptrceN , the rase tied iet mm pegwe, if n cmmblm, vac ptepmuon can prrceed I! Ve v¢ n mo con to prepm. tlo rim ut Janes. • ANmv,,1 arm to cm ushonmrysstble aril remove gmmW wvn pnmmnlhog me gmtmd swfece! mserve an tors. Reserve and m•InWn wuaEy vegetation on ornnnhe dtspnwl componenua mimmue mounllrtelton cob • me eapen.1 ce11r A copy ofgr approved Mans, spectrrninns and this Into shall be oil during rnnmunion and most to inspection by autMnutl representatives of the Drummond, which may include local suspectom Allpnmtts council by the em¢ or the local connectedly shall be ubtainedprow to commissioners of aorenucnon'tnwallswn/opnuioo In gmnng theappmvnl the Dlwalon of Indurrty Smias iesmes the tightio expal changes or aWmms should conclusion onto meant them necasxry for code compliance As per stale sets 101 131E1. nothing in IM1n mrtw shell reheve the designer ofmn responsibility for designing a ssfe budding, slrven¢, or component ngmnoreread gcots mrtmpoMeitce may be ttuMmme'n dx teleplmenumM IwN below.wvJe oiliness on mar Irvemme. The above left addressee shall provide a copy of this left and the POwTs management plan W the owner and any mMrs who art rt mreibm for me ventilation, operation or interference of the PoWTS Succinctly. Travis Wagner POWTS Wastewater Spec allst, Division of Industry Services (008)59g0715 an er(awI an Residential Mound POWTS Index & Title Sheet Pmjmfam I 3B Rm6�eIMam6 Owowe NmeMWael&xnaml.mm OwnMe e66 S: 47N Nook LYt%Ilmm MN 5508E SO ed , 318 Whhe HepJe h, HWwm. WI 54016 Pmjm laenuo awmm: WM,PleofmftE Lnd Dmeegcm. SWIM"114. S¢ 31, T 30N. R 19W. Tow df lo¢[L St CTau Ca. M. Pu )InN 03 2115L0000 Page IM Md TAIL am PW2 MO APP WMawd Nan Plim P 3 S"c Tmc CM Senim Fege4 Pw Tmk CmeB n Pege5 Fim SP ifiu m Pege6 Se Tmk Mei,m gpmrcnl Pege] I I MV Page8 Wn v13ml Aey:Imsnm Hw P M tw Plum1w SaeW Sarvlm: Gary L� GSPS CMannnl 4MD73 SIBIaWe' � ��fhY �///J�903e� o.wm..�doxo®esw.mna�om� M...l e,eoans..a.saosealmosawnwp MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Rwidenbal Appl mraon INDU AND PAGE Pmfect Name. Letter 3 bedroom mwnd Conditionally D Owne/a Name MicheelB KrNdn Letter DEPT OF SAFETY AND PROFESSIONAL SERVICES Oamees AddressQPo N Brook Crt..%It%etertMNSfiWDF INOUSTRY SERVICES See Acidness US White Eagle TN Legal Deacmdam SW1/4NW114Sec31. T30N R. ENCE Toemshp St Joseph County. SL Croix Suddwebn Noma Md of Mae Eagle Lot Number 30 Blod Number Na Parcel I D Number: 030-31150G000 Men Transaction NO Page 1 Index and tltle Page2 Dab eMy Page Mound Uvwings Pages Lateral and dow bank Page 5 System main enence spaodxatmna Page b Management and conorganq plan Page y Pump curve aM speNewWns Page It Concave Dlshmoudon Ce4 Calmladoas Pageg Slte Plan Page 10 gaxhad Soll EvelueWn Report Designer Gen Lppe Lxomw Number 222373 Date D&132DD Phone Number (]1613BB-2B60 Signature- tom/ a/ esign D an edPunnumro the Wund Compooem Manua! br PO SVenlon 30 SBD-1Ng1-P(N. 01A1, R 11112), and dqb SSwND Publlwtlon g e Dwlgn M Pmxun txxxxxon NNwMB b V-. S(otAt)and Mxuxxe DaVEu4on Cwnpandm Manua Va 20500.10T0&P M O1g1. R. 1002) VewsM 70 (R 11112) Page 10l 10 Mound and Pressure Distribution Component Design Design Workeneal Sae IMomuuon (R or C) a Residential or Commercial Deegn kp4-aNeaf)uGbbawaumke Nq.00 Estimated Wailewaler Pan(gpd) TW40WM-J IireIW edlemlmeHM� Peaking Facfor(a g 15=150%) hall¢ly au aekwe. 460.W Design Fbw(gM) 21.Po a" Skipa (%) Po.Po Conbur Lim Eleoation(fl) ]B.Po DepM ge Llmlllig Factor(in) 0!0 Ina Soil Pyplua0on Rage (gpdR') G4ai0utbn Csll InrermMlon PoA1 Diapers it Cell Leap Mo g Con our(R) = 5 00 Call WWM (R) 1.00 Dbparsal Cell Design Loading Rage (axiffi') 1 MIIUem Waebianker Duzlay D or 2) Pre Me shins Me lignesk I inMe Merlditon Y Prauun DNrlbutlon lMomM natevrk2 EMerYorN (C or E) E Center or End Manifold 3.50 L eal Speang go a N nose, anger Mroehveem(MU 2 Number of ndls MMeaiyMeatpmnt O.1M OMar Donneurr(in) 200 Erana gd orM os ginseng (R)= 8 zs R'lonnce 1.00 Forrnmam Dlamntarpn) PoAO Fomemen LwgM (M Dose Me forcemaln Main beck2 OY HAO Pump Tank ElevaOon(R) EnerYorN Sysem Heats (R) x f 3VerocalLM fl) FMMon Laski (R) InJme Filter Lou in Talal DVnmk Hand! in chaster"lesson Make A Lafanl b Mge 0,75 00 25 1.50 B 16 Fommaln Dainl a k (gal) Sir VW Volvme (gal) Minimum pose Volume (gal) System DemaM (gpm) R8125 8040 OM maa 200 k 3a0 Galknessncb Calculabr(W nare) TraaOunLTanklnldmallon ]5035 Tagil Tank Capacity (gal) 10pp.00 5 Mc Tank Cepaclty (gal) 3T 00 Total Working DQuid Cents (in) Winer Cancrele Man0 ner 2028 geUM (abler swots In cent BMg) Dena Tank lniwmubn EMuent FlllerlMormallon T5D 30 Done Tank Capeclty(gel) PodyLok Fear Manufacturer 20.28 Dow Tank Volume(geakd PL-Wi, FnMer Model Number Weser Cancage Manutazluar Project Leuer 3 beNown mount Pags 2 of 10 Mound Plan and Crone Socuon Vienna Mound Component Dimensions AFE D B0001 n C 1 L Hip" 2330fl W 1ns 30fl 4fi00a(R) Disini Cell Area 262386 (fle) Baal Aree Available fi oD(gW/R) liner LoeEing Rab 1 g 001 nt)11108 Obs. Pope Placement Mound Croce Section View Aggrepale Dgwtwl Aim Finiammi Osae INN(R) —� km F n+pe can (hl lebml g850 (ft)� InvenPspmsal Cal Ebrebw ... ': ED:.'.. i ""��"�'�'�— �� BB 00 (fl)Gmbs Elmeson 310 %alb Bbpe Aed o F=(.aer SnndMp Kay Tpmll CeD 15 Dbpenal Coil Sw binelrowlson p sunmll cap 9a 15R ape abrnnbe.. size, T Mswa'Nol lebrela lebrelaere eguelly ®ASTM C33 Sand ®TIIIM ler2r 0 fl T n P WealRun the Q ® Aggregeb •iiii OMMbuOm mws m ne in" 6 --AWT U4tirbuLvi mlllNe) PmfM. Lemr3 bedmwnE Ppa3M 10 End Connection Letenl Layout Diagram MINaeIMlee leer—s� rwwv r�asw ewesma4 � 7 FaaorNmeinYYprwawmmaa W aa.rdt IOi smear. awe FgeP. BPFTekieaa8 Number or lalrals414 0. IA arnMgr 0.1251n lateral Dienreorm pmil Death air Qtike Speuq (%) 253 l 36Lelerel ft Swmp(8)fl 00flca Density626 A'Unmal Flow Renegrn MsnA Length 2.50 ft Sysom Fk Rafegrn MenikM Damsler 160 In Tool Dynamc Hft Fomemain Vecaly 3.03 Naec Dose Tank lnlormation ww..e lwYire amm.m bo.rewom ElxeSPS qr HECMeM—e MAUM ---- TaFmpWbnagNwrYO 4--MKmataw¢i Nucor WeoerC male Manurxtu Gallons gaylnsb Ce ]E038 Volume 2820 Intl GBa%la A 20.6g 41]e0 B 200 4068 C 0 1000 000 W40 20280 Toll 1 3700 ]60.38 MIKllaa� Harm Menue%oum SJE RImmWs Noo;S hays Alarm Mmel Number ivE 1011421 conoinirg memory may nth ne used In Pump Alenu000m 2aalbr this sysom Pump Model Number 9N 15t Pump Must Deliver 2869 gain a1 14.82 ftMH Pmnairl Isuer 3 be6mmn mount Page4of 10 Wound Suartann MaIntertimCG and Ophemblon Sparrolficatingork SBMm Prvme s Name (SON ZOOM Phone 15 386-0000 POWTS Regulators Name S4CmIxCoun &xh 'f Phone 153BB-00B0 Bvatent Flow and Load Parameters Design Fkrx-Peak 450 gpd Mapmuminfluent Prubdu Size 1I8 In ESOmebEFbw-Average 300 gpd Moxlmum BODE M mgtL Septic Tank Capaoay MCI gal Makmum TSS tan mglL Soil Ab®orylbn Comporrent S¢e 4WA35 B Maximum FOG 30 mg/1 Type of Wastewater DomeMk Maximum Fecal Collbrm NOH cN1100 mL Septic am Pump Tank Effluent Fikel Pump am Controls warm Pressure System Mound Omer SBrvICS Fraousin Ins lantllor service onm 3 rs SM1ouM m ct antl clean at least once eseni 3 Pipes Testo eve 3 are Should teat month Late21s S1 ld b fl"hW antl re um tested eye 1,5 unriparn w pinned and seepage once every 3 yeams 1 Observation pipes are abthe r and matenela conform to Table BPS 3B4 30-1, have a waterght cap. and are secured in as shown in the mound component named 2 DlammM call aggregate mnforms ho BPS 3B430(6)(1), We Mon. Code 3 All gravity ON pressure piping manages conform to one requirement In BPS 334, Wb Mm Code 4 Tillage of ma Farrel ems a accompliana] with a maid xxud a chisel p1mv 5. The mound abuaure am other c aluNed areas wilt he needed and mubM1ad b prevent soil emakon and help redum Moat penetration Lateral Tumup Darrell Formed! .............. ............... Grade V SA" Diameter Lean - TM1readed CMarqut Smnlder Valve Box Plug or Ball Varna DisVlWhon �A Lon Save SO or Two Dle�ma�e eegenus Sam Project: Lauer 3 bedmpn mmnd Pepe 5 of 10 Mound System Management Plan hnuawwspsmKWb.A .CoUe mYsyYem.neuM aPo,amlln adtdannxrra sPb5e3daAdd Geut. grad sha^mv^bmYFwzm.IlnvNfiN mngol iN4IBBDIAH lFtx Of.01,H 11n2j, sBWNPPpkMn e 6 ro116f1, eM P um IXOMMUMO^ Cgryxem hadso Wr z a Sl oOIx ofaf,2 l ark ra de nMpu p Iak'I'm used m By mnmrerellm so mNme Mpprmq m.nwWevereMer. xplicmpnmpinMr.mwa.rgemua palm MR be p rat that WUb Calm dark. 6m Ind Wmp bnk W2Wnn shall be an a=' nm xM BPS 3BB 5A WY Mm CMaxllf, Me tend am M blow, uwtlm PJWB¢mWNde &ahY wttdo nx n bmreem»sdYeneNw.sm araputlmm 0 M wvbrtlanding N]ew ul FimNq: Or wb fNwMvaMw»»,mnlallallG weledwaMrllpFt uppntlw mmyMbn Neervlw, My gwrylp MwnMunpuM,tlalhge, 0, weber b baun murtea Onuy lank kor wrlmgN BMMa mdlenek,eMllNeecum]by NelM1tlMbtldnp da�bbpnwmaoY]enitl IXUNutlw,tree alloy iMpalankp,mnyNM lank �IIeII�b EY,geN MFgcziElugbNNHP tt�d, µel x� tl 64mxeMww�cmnXe UMW a I81 M, 61tle. TM ¢Heft NlMeeplk awe»e m bmt"M mwy S Wm by wog n ^Po,mmp Marshall MlM eMbMMeM Mblfib,&e1M 1MdMbfllbreNllM CYeiIM»nvcwayh endure pmPorgwrNan TMRb,aalMpe Mcuq nd0emnp.BpunbwpmWlmp re aha Mft Fro V ftoe Ntpklmevwn uouNelnmrMgn,anweOM1amlmertlNure nlMflXm YmujywdwMnahlm,IM doeM1epba NrvblXMe Me,m waSvabLwlMupuely IMe,mMeMflMeh,mameylMlCgbwlgflwn don M{elNllp wnWwdla aYrm Tw»wktnk Mal bawlb mMenb nlm»] Men Ma Munro clelWpe eM ewm 4 W Iuk®eN t15111e I'qukvdimp NMe no the No m m MHw Wa Mla IKKmmuuefuilOmed deal simentdistampaalem i thin park tle vnnrM role^ the No »rvka nw]e M M Po,Idmy M melMeln N88 tram nmlmum 9wM eM ehNpe ecwmulebm In Irk Imk 1M WXMppMykslar GMmble]db.NkenM1enmypOCtnk q,lolmeCm4p0asmly M1mmpulM HTw»,, HeuMgcGUtb .o eNd Ilw/ an.nM NpmaN kr»robmrk p»Mthe WpaMwMacfmma,» piano The, PUMP( M) m,k Mel ba lnepele] a Must paw a lmMMea. gMm are pony ebeX ad N»rlly pmpx w.IMpn n.naeadxnXMalNbatlmlWa MamnxXan.am.repamae.w wmlwe Nr.w...ry eeetlMaN m alMMaeNwiio¢¢M yb gwMterwbn aMMpbpvbe egrgmub vwnd Ne nlwvg4pnnele,,eNnd HwmwM aMAlw veybtivamelmbanm) m111emwN4 nM,evnnreMff al,mallaxn�gbnmay M1IIIM,NmMe NRMIIrowr4mwnM1l^Me maUM de allmu ads Is F Mew halt pmltwle MW PoneVNa^ CptlxeaM,IneMmlbv(IJCWm,FMruary)tlwbb MMtlie mpU eand OF qm rd and dMMM Mmbn MRewlnp Innwnlp uellmppL ToemwMgyebm aid 1 V ertgNZed mpagank 150 mp4T8$ark50 ngLF an W»pNmn MoundI ¢pegM NMe dMa mr Me Im�W61bn'ene IMCIWI W mIMMpMy Oevlal MAnnL IlmuMlbxmry MmweE metlmum tleagnnpu The p,www c1smmMn ry mb Pm WM a fluMbp pent at lM and M e9eb Idea. vp it Y mmmm"dW that ee&Ymrel be �uMaadewamulama.dmM Welwmerey lBmmW WMne genunlwllapMmmdHeM1wkb¢dnpamlbtlq FXlelma, a pro ¢ynbmv,aa mM.I4aM mMnW np,Mm d�iro nooaamW ale HOIXb�NIro YwWAae to m.mbmdNutlreMwi4ra ,min Man ebPon.l roll. OMor 66 wpmwAMn taro mepme®A inMmeGetlb,emUMpvAFp. Pwghq bwY.nNlm mppMtlbgeovae,,.^a.ny bwYatova 1Mpamnaby wen hnyMlrq bydnulc YlLre iyuldnpeytlbbwl, mveFplxMmantlwbp �gna� Plan Mtlw egAkbMoeenyplpwmpnwnmhome Nmdd Me mark w¢myrwMalrell W WCPo,pyrsLL9 mMXlm ,wakolmnwNeJre X»p Maegmrnln nMe doing m^k pop. pump mmmle, as he mb Mby bmmw NkGve the debCbw mm s) Meu be aneaded, mlaltb�e OF Visata 3 kMWa Falco em, equal Po,mmmnm UW Or mahmmater dm OF imado FM p10NM MCmam sat Meeeing Mal one HM bkeyv pWreR a 0y I bMepopntlsv XxAIMm and W MNla and MaW"nor and tptcag Beal �tlbMp®to Gmy]eLarwaudit gal l Pep 5 N M a Plan W Me were ark byMCro orris, ca utleaewyMbdrp pa add^Imagmnder eptlinn you, shall POW!$ repulaM, one arvke pnvUel, Tba WmmFM on aMe1uY M mwme nl eM me,Mmanm br pre Od des Miles wlMk tMe ads IF d41^WL'm ands an NxMJ ®ep¢rp Wwm eM em mud PER W Cn pxmll mwym pan Far MY Mom. Pmlacl. PeOeft 10 WLP1000—MR TANK SPECIRCAnONS ia• ouExYaxs mrTaiE aanc r _ �• YMXWC x{' W. anM W +H• r� Il DPo9•R xEYNf: AI WL>n no.. +m. I1P91 L m. MFT YO W1lEP. ' R+EA W / �' GSFA-SK BCOT OR EWK B.YRF % GLT-A-4M SCOT RlEmN. m0 MET IlW1+FT B..RIE .VA lt EW (OTFR mmmm STA16 4f CNI.M) +WIY GVMM 9.61 CAyM INAIM: TMM 1p NEw OVTIET ow m I' K111K C'.Ve 0' +.CB6 4I.IIII15 LOLLYX6 YE99P! R 0' 1ML.NMIFD SQL iIM[ CNI S U4D A4 SfYK/ MQENx/ NIIN Qi 9PNW y� T Q YR SE9Q1 EB XO f�l iIYK IY%[ESQI /10 iRxl) Ws Tors _ _ WBI¢ Eaa WSTaY ♦AMS miTT +YE3A WxaeaE h mu pv DRAWINGS SUBMITTE SDE MEW FOR APPROVAL n: umn Nwo .®NM �os+s m er: C cAs-A-su Y fun-A-44 S 02C TP / I fYid tll BMilf MP MEW wit wr Duxxsovs 4 rAw s +A' k eorme r av f � uungc of in. FT¢un wsm IflPR: 4 0 O.D. FIAT LDYW SJ 1/1' O.D. - W19.F PNllflG H' D.G �ww Tecc ar 0.0, xnan e.ieo �. tact No oJREP. a' rwn-A-4soot ce cwAl GA9.Ef. C/SFA-YK &Ai CR Fg1AL H £ N M= BIFiIL MD M1 FB.V19L 4F CEiML 0 � e Iona nA>E,s g[ i GVA mve DUM € H xo�nwD tAVY' ' E °"114N5 `Wi w�ix[Fl xaxc�w® W LOIOx' CE9vt C Y u6,TMAlFn � � 5 FOR APPROVAL Pll PL525 Effluent Filter PL-525 Filter Thee MFBhs as rated for10,000 GPD(gallows per day) making B one of the largest filters s he clam. It bes 5p5lneee (ee[of 1/16"filtrebon slob 1 ffiePolymkP4=ffo Polylok P4 Igasaneummahcshut-nHbaB mehlled wiNevery Eller When the Ntau removed for cleemng,lM hall wiiFlootup a ad temwnrily shut off Beeystemmthe e9luerRwmi trove Metal I .ju Features' • Rabaul for 10pW GPD (Bellows Pe day) • 525Bigger had 41/16" fatraeon •Are" d"mW 6'Ba apipe • Built on gas deflector • Aummafic shut -Off bell whin film rs removed • Alarm accasibluty Accepts PVC atlerulon handle P1S25 WHBalion: Ideal for resWmhW and comoarcul wade Bowe up he 10,000 gallons for, day(G ) 1 locate Me outlet of elm sephc fund, 2. Remove Metmk mver aM pump tankaPa.ary 3 GNe Me (iltrthoasing m Me 4' or 6" outletpape. B Mefateum[ce Lek wriertM pipe opening veea 4 hosiery Extend & Lek or Pmre of pipe m curter film 4 ]nsertthe FL-525 filter into its Mumng 5 Replace and worse the xphc tank rover, PLS]5 Maintenance: The PL Effluent Fifers will operab effiermtly for severe) yeas s rKommrmal d that the before mwusg eery eg r the rsobmeump Mat at flet warybe flaed nary Hth wepaJ:u Pumped,in o[leastevery thrx years BMeinb suled ffered contains glum ao Whirred whimthalarm, Me osvpery be wEfedbyldalarmwby the But, ere Nssmvirlag 5ervuu�g should Mdons bye cerfiGN eephc tank wmpernsmsmller. 1 loam Me wikt of Be septic Basile 1. Remove br.k reeer and pump toddle dlrsrewary. 3 Do not use plumbing when filter u removed 4. Puff P1,-SZ cartridge out of the houausg 5. Hose off filter over the sephc tank Make sure all ap4ds (all bole inns septic bNr. 6. freest Be Blue eumdge beck into the hou®sg veakmB ametiefaawwmban�msp yae . replace and eavreeephc IaaSewe, ®kA�Ipta bw) . l"PVC mrWmHmdle lOpbcm saleea alne«' ae.ummoa 6 40pipe a", ruTeft,,ea aw,,t, 5h,dC Ml B1eMkLM•+ Porylok too 3Fahfiem Blvd. WalWord,U OMW "Ibll Free B71.565.9565 Fax: 2(B2M.M14 wry polylokocm ,5. seFv Owner/Buyer ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Michael 8 Kristin Lauer 4790 N Brook Crt., Stillwater, MN 55082 Property Address 348 White Eagle TO., Hudson, WI 54016 IVmluum rrymmibmm PlemungB Lmmg Drymrwvit fmrcw im.l Cirrrslue Parcel ldentifitousinNumber030-2115-00-000 LEGAL DESCRIPTION Property Location 8 W v., NW A, See. 31 , T 30 N R 19 W, Town of St. Joseph Subdivision Plot. Plat of White Eagle ,Lota 30' Certinedsorer.M.PN Na Voturne Na Pa.g Na Warranry Deml a 1087569 (botbre 2omwoluroe Na ,Page. Na spec house Elyesl7ro Int Inc ieenutiable©yesono Imrmp+wse nnJ memwrcrca nrrnn, upne rra¢m mole rteue in err pamtua hilnrt w M1eMle warts. Pops orpumpmg ore tie sepuJUJevery tMZ Years or.mrcr, JneMN, by a4anfN W^Yer Khst Yau Puumo as, srnemcun eRm the Cassino orNe seam wank in a Rvmmt wage in the x-sste dyinsool synem. Owner mim<,urce misonsbJma we spatfiW m ISIS 3935$II son in Chei 12-St Coax Cmnry SanisaD (shm,o ce The present owmsweet to submu to St (mix Counry, Planning a ioxmg lkyrwem a mroficamosso form warted by Je raaN by a water pl wynor, IcmeY mien plwoli rmnat dplumbm me lamml pumps wooing net III she ow wife xso hessi yawn is soon, opertana reboasts mhoon atsQand after inspection plmgmg(if asemrqW r 1. the xt kn Ire Jun 10 bill of,lodge Vwe.the uMesagrM his wb this shove mism,mm, um ag¢w ow,emn the ps, "m w,ae: domoal rywnrwM Je twWNsxt noJa hamm. as se by the Oryurunmt of Lf ty And Professional Serum and the fs fe nmem oOodwal Resources. Stateof Wnning;iA,mnig tuan8 Jamyow.septtsysam lasear emetwonomua M1e wmpinW am reamedw Jte St Cmry CwMy Planning; A /unan8l%pvorcna wiJaan 10 JeYs of the tM1rxY®r expaNam one I/we aniy foe all mtemenu on his form arc vue w the bet of my/ow knowlMge lose wi am owrcrys) of the prose Essential shove by amue ofa vemmy dam m,,wmd in atmis"of Demme office Nmber of,Be ooma 3 ,XIGNATU V OF APPLICAN I S) DATE r'.AnY mfomuuon Ihaus misrepresented may rtmlt e, the wesury pondt bong revoked by the Planning is Zoning Depart e'r bmbde with this applaatiw a lmoreel warrant, dad firm the Regain, of Rinds Office and aomy of the amf W carver main if retnen¢ o modem the warway deal (REV. W l2) Pc 6d-.P SPECIAL APPLICATIONS •rb.eryrYbb.uY asY r.ra r Yelb yr�b.. bw Y .Maw.rw 1YYYFwI mYb wr�b.pltYbmpq bYW bxlln' VMMa1M�mliY �BbY(Ydn �'�W�baJsbYY� ]� •lbb rAf b«.Ibdp�YawnNN ^fit• O�aa�aa[�aaa1® Lim©alpa�® awe='>vaa�aa�aaa>.m� oA�ooa�® aaur-i�u����aan� � :r:�a_a�uaaa�c.:iaana a�imr.�amva�>a �Yr. M�Vs��\wwe�4•�ww' M myrw W�ftA ,vaw�ieueme MOwwomYwuNxy.' W'ur arm©oa!�oa�ov� o©000000 avv000avoo omo©v000 00o®©ovv o0ssu000 omsasssrao ovssss0o aa-�ami�aaa,�acm•� Modal 151 YoGtle 152115E b 11--n—ll NI milli �p �. d41YlY�W YY�YbYYYbYr�wYY wb NYbIWYI t YIWQbmYeblYBbblr•�b[Ab YrbYwawnw�Y��mMbwb. W1Y•N owYbYm RESERVE POWERED DESIGN Fv�tl wwn a1b��rtlrYYM1aYY�w.aibb ryrtlwn DaYpp OCMNaYW LMrCe.MNb�bw1 $ 76jr10 Concave Distribution Cell Calculation: � �em�aeaau®.(3x'een>9®,voewv,kw �rt:we«n b�gmx�ao)-a.ws: x adjuaea m0lm�h. IN OOuxoo03ss)«1]x90'cm�wmdiecYwcell lmyW=so.Oogsa 3 Ac0u1mN'unum cell lmgMebng <ommv�90.O1' PgSalo ■ S.dto&/N P,.y....d..ed • ci.✓.a,... 1 uVlao-mQ Sr/did.•K SWdaYd..; mn. ssroA W 0�/j.Ln/t.s�r.{F/u�.p p.M+`d 4195 RiH'.J(.Ye6 R:d.i.l wEreE. I3rL s0 l6.Lr �1 y.yydy�y�s/, /b�A Asfw-rLrK4ve.%rdwi .AJ:d.nrc. �V Q..�kt>•f:aV'36 �.+V� eF6.eX. yG Gsy d,.JS /b{ redo-+nS-00-.c V'A" 2034 6J. 3.efawe .d p.Y Mpy.Cen{an E"'fit(=9o: P.nyw = SaG 'Mvsn PRa0ierza9aY/W PM®+uasaw. 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I f ! €g lliwij I ..meY r, I nmeY�f � SCC ArCGIS Web Map 91162020. 125WU PM 11,129 NW FGW UM Lnn,dC lm EY ,t PmmiI GM Cldndd 20-25% 0 0` Al 001 Own, d W and Wild Ppk Gneml Cwm✓n Edda C" 0-12% 0 001 003 OWkm OIMI w OTU Paiub C12.2W Sacco erawa�va¢0m xa lurn v =I acc mane w Ml mM SM=l mm Wl I w 4 oMny may ar cowry ul Ey .==I SITE PLAN to-u9 HOME CONSTHU"ON PLAN -PERMIT SET ....e n®� ,�l°'� dvll=m I SE DETAIL I. RRi IT E3'.....s. .<.......� iH—.a..—,r— "gal gBBtnggon SurreCe Coverage Nolen Nome Ekebon Nolen Em*n Conel Nolee Nrved Nome EErickson � LEUERbi IOSFPXTOWNSXIP, WISCON9� o ' w.. E. E:. ao,.wuNrW tm3 HOME CONSTRUCTONSTE MAryox51N SITE PLAN W NCIWMW F0UnD f NpNW 1/4. Me % 1/4 of Me NW 1/4. Me W 1/4 OF the NW 1/4, Me NW iO( UNE 1/4 of Me HW 1/e Me Net 1/4 0 Me NE 1/4. and Me SW 1/4 of Me NE 1/4 / of Satttm 31, TaemNb W NocM. Range tp Wr4 and auto IM HE 1/4 0 Me lB.1Q( HNE SW 1/4. Me 4 1/4 a Me SM'1/4 . and the SW 1/4 of Me SW 1/4 of 4sllon 3% TomNjr W to N Rmpe 19 theft end ON Me NE 1/4 of Me NE t/A Me ]FNI W 1/4 of Me NE 1/A a4 Me NE 1/4 O Me W 1/4 of SrIM X TonW'q W North. Rmge " Wqt. Tam of St J[egh SE RaN hunt% Wlr ATAWL I m E hot exam an this plat 6 sub c to font and sloe fond b M adertiW^ an m Wafe xablat Refer to Meneaenr asccblM dpvmmb. Sod wwnmb are sM Ma Msflt of all bl F,pcJa tom` , � min 28 IAMB V. IN 100 29 wu " as eoo i I- _ o-r a�ao —ado � Nfe¢n,in INn�MolSalelyaM prWeunnalGamors Pagal1pj ONn�mminsemlA�619 i020 SOIL EVALUATION REPORT St Cterz CounWmerl0a ranirewM SPs]%, lM¢ Ptlm cWe County match lnmpkl's pGp Oeveb an6 V2z11 mune¢In s¢em%en mualz mlW,, mOmin ratantl INS epMelmKrtnw pwm (BLR Jireminna N" awk or Yirol north Mlo`sWn old Oi¢Un®roreveY metl per' 2lIDCP000 Ii prim allanlarmm" r vltI W' # r Propenn Orion, Property Locia p Miancelfl NnNnleuu GON LOT BW % NW S 8 31 T 30 N R IB E (or) IN P,gamy Carl MaXmq Ab]re,a 311 or CBW 4790 N Bwk GR 3 No Cry sWb al Phone Numer pcb ❑vm.ae ®Tom Nmamirwa 7Repla�mei t IJ: ❑Pmu¢or mmeroal—OesvixG Ppol Plen ebvnian ttepgiuelexenantlan mamenoaLom Bne¢ulULlewrmwnpPOWrs gttomrteMeo nfiXrvlrveeurhwelwalionlo Ee 9B 50'al nowe�00carU .Lh QN (�Q'Y �ZaJE 1Et Boring # ❑ Bann9 Gr ®PY ountl¢urbzeeln 101 m ft Depth to tram ham Xm Horizon Depth In Cbmanam Color w argon Beurlpoon cu Or Cant Color tl rutlure ,Sz ON CorarYmr, swMarr gook GPNIT ' ,EIW1 I 1 y ON milS41m 05 1426 1%r32 We N5 0m ma qv 05 10 ] 2"i IDrrYS h all ml 05 ]J] IgrZ Rtl]Syri Or OeB am nor1Non tO 3 a]ae 7 Sl am]Synrs win", (,porn mpmn OwSM ee 8 BOds lOYNle Car ]SyM< am mfi O2 Bomga ❑Being ®Pn Can't whoa eke N 50 It Oman In honing act min Ralim CI aN mrurs Colm Da wpn¢en Beam Cot Colo Gn Ae cem color Tezwre Gr s¢ en rSO 8h conalMnx Boundary Rwb CPU1Fir ,Eml 0828 10r25 pp Ma 2N 05 10 2 10I Ih an ml gw tvl 05 10 2610 10YNAb tons fa Op mi 0.0 10 a rat? it han10nor5 4 Ens Og art 0] IB 5 %R 10yr0/< o2tl]5yr5R el On Iff 02 S mil#1-BOB , 130a 220 antl T55, O antl T55�]051IAm CST Nam l Pkpe Pnml James Thana CBTNumMr SW21 m Lake lam. Osceola, W1516.0 013 We Evall Cn,m Jul 1], 2020 Telegione umSir fidnnvr ❑Pat G, n ®So I'd Ill ell, s n G.vumin,mM nao,=. o 1, DownwardDownwardCawr nw xaeo. 0ewlyan Ou A,wv G.Cdnr Sy,On Sb GrII Sli Cwu¢mrco BeuMery qxn CVMY 'EMI 01 r IgYy 0% M MXn 0.5 10� 14-60 10y,1r 16 0y N em Mae 1 05 10 idnal b Oy 05 10 IOSrW "2075yy6 0y M files 16 M60 load ead7adews w San A 07 16 ❑ Bcd'0r ❑BmR ❑M WUM wdayeW _M1 Oegelo WntlM lbn _In. Sea ApVrw o Sepal cSo,w* ❑Vr GmuM fuOrs eW M1 CqN to all New _m 'Effil#1=SOD -305220m and i55>]05150 my1 Emuwd3-SOD ,> 30 N M myL and l55> M 5150 meh • !L✓ dv� Seek. /tom J1N/ dw'� .wU.rl.� wu. sa'm= P.�wi 1.M'SC..T/W�i Sc cey G,.Jf ^y rela.lwT-aE�ac bc�3.o�/wa opM F.N wN.d ie iwc �.vr.piu' i��i' � M..� G{nw Ic�=9a; P..,mu lu.M�v deFl•aE: ,,., =5yi CY.3 a<J SITE PLAN LegINKI I HOUSE DETAIL �.I Legal Descripbon SuHan CIRRI Notes Home ElanYon Notes WMWNT ftfllfl IL WA I. &own Cmbcl Notes IEVERµiIMOT ) IR, ^ HOME CONSTRURION PI N-PERMIT SEi ^—^ .� j L'(EEICFICS 600 aIT �L ItIC= mwry ,I� h �XUME _ ma�amea®e CUHSIRURIONSRE PLW