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020-1439-54-000 (2)
�'u PRIVATE SEWAGE SYSTEM uM court St croia srn.ma on+ls• INSPECTION REPORT 630318 GENERALINFORMATMNI (ATTACH TO CARUMgMIT) w R�m.wawiaavM�,omelPmxvu.uit -- Tw cn WMoe T P Ta � TROY SJENNIFER JOHNSON TOWN OF HUDSON 020.1039-64-000 eMM.. DMDw wo � s.m.mw•u=w 26.29.19.2780 5 •T..w v TANK INFORMATION u ELEVATION DATA �PE MANUFACTURER CAPACITY STATION RS XI FS EIEV Sepia x. drmaM s} io,qz era.er ELF 5`fG M AMM"` ales NOW, xm,N Gum I'm TANK SETBACK INFORMATON Gam' 249 B. ' iM'R i0 Ph WELL I BLOC gasuwln yl ' sepile IN ernom Z > �, > �, ZBr H,,dmN,e � Aemlo. -- Dlai pp, imN.N L SrMem ) PUMPAIPHON INFORMAMN Fli Gn°e I `^I Il ki' 0a' m dustB W Cdl + Morel rvomw Sr.— i 3.zo o6.27.' Ton Lm FIIct Snlem Hem H Ft 3.N} loS•4r' Lsit Dr. . SOILOBSORPTION SYSTEM Azlp{....,d,e2 w,ml r1313e' azr msxel rpu. Irsige0a LdudDdi Its 11 I I SYSTEM TO P SLDG LL LAttESr REAM MaYPavr u I r MPelw^ 1�+N1 EM9Y UM still M Fin pldl — DeeNme DM. o.PmM.. D.Reoi eM �m c.en, n,e Ede r L•J vm o Ro I Y,. t] xo COMMENTS: signsonspriala l Ill� Ilmni 15411 I,dEmmrrrs es,EADLANDS RD 5) Alloy Ale cdell •,•. T��e��,g�4n�.1•�. Est d..e.L , I 11"DMB,: gdslAl R �b ��+-R 6 Ud, ugh��.,l nie-..:ilf PCMtl z1RMs,..w.lerem`� o.ckYm- o.Aw.w;f- �.•+g D&% 1 yc�i.W� n..T.f1L1 3)Sr>,. AL N�6n sorr•I.ev i .eenlomn'm e �G .ter u D P lP�Nr.,.�. n a gAt 1s cawr) N — �3%4ja / salary and eudnifs Drial An sanN,v PnrMrnnmmlw e, IIe1m6v C.r ap6. OCT 092020 I W waamnPmo Avec0 Box 7162 Me41a00, 8 ]-] 2 tt � 630312 \ Uunio Crokevel a Sanitary Permit Application vu.nmxuw rvumEer —^ nIM1oww",I sal II Nom Amphifan lmmm AIIIII pnm=eov=mmmmlunv evpuuiNvrvnvmy pemu: N Alglmmm�lummbr,urtewnNNWiS vvvubmlllalm 1ePvwnel 'Irm pazmNnze RnjwlA�mvllfLNmwrNwiwLN elOm+l IXp,nm= Pof¢nmiN Servmni mkmmoonyou pm'IJe ma 4=iv=tl ror rwmEvy mado'wJ In w01k4nv IarrlS Wnl .Slew. L A WllonlNomlatlon-PImaP AOIIF tlov I+we:Yo.n=u: uwm _ S Gnn� 7eI 'Jok s6�1 P^'al° onaim01narMa,kNAaJM f w) mw n (mils An M 43 'a dIscA6 u)s 5Lit t TAN, R j l P MBnBMrig([kM.B Bua s RpPA'r e 5`I 9v1alN e-Nuallow wmr In2w"LYOw11b Sraidi oNl7 S 61xkR e, ❑camel ❑Pni...... l-D,r.,m,Dm ❑Sr.m PmeJ-hs=.IM uw CSM _ ❑ V,ill 00...f Z5 N,i -- ILL TYR dPi DnIl of) one bear We Iloe A. Conal Gre B 1f,ppLa'edel ❑N=v grymm ❑ T'lemoaH.Mme T.k Replaarrcm Oay ❑ CAN,m Eall SYvttm WWbl ❑pvmn R=rcv.l ❑R:mn Re+vsm. ❑mane=.!PomEc ❑Penn" vmerui D.nm mv Lm Pbu RrMr NUQ/ryr 17J Dana ROROOMwo'lia So6319 Y( -F Punnnn ll nrPOWISS fall MuDevll ClreekaD We[e eOlnUmuM ❑Pwmrd lnVmwJ ❑A:LrrY ❑M.vN> own Ie,.J ❑ Down <A4 a,WmNewll ❑X. ❑OJ. vM(L�wnnan nam", :vafeaPlunl 'ndrvMrt v Mf wWAm lmnewnnn: r n.Pnwac Dow rm 11uz. IX7 Pmwlwtlle Dmlwwu Appl..rw.R o m. R mwal:n Dew. 11 QS O d. rJ vL rank lmo Cal Va IIIr a SO Ei 5 vi lunpanaddel sbfemrMe I. the aalvtlaiden, wm, rvNal far wastall OfdoFederal Wawm rxaMYNat Pal mMr'im(PIm)I /' PInmM'1 die rt MPMYRS N.mb w�rcm Avx NmrLv 21 nm m nPCod wlmm.r,ly BI. ,/ mn ,A%G5 E oC/ wz 5y7.7 vm. caa me nme m L':eo XAA,W ❑DmappA.m $ 8� %/� mR J �. VIA Donal 9 Po ��1 U�❑ ^ p�v s)�ppNjB(EaU'KM pl�l%YA .1r rsTEMOWN[ SepliCwnk eWuenl pNn entl 1¢ y Pyµm jW¢ �` w r empnraal �n moor tasemaalmana"ne /wAyN`r 6v—AR - (� t A I AS mat be meinnIneEr sseNai Aq,IrmeAS sR" -S-a N.mmrmen.5/� m3v.yw____ ^T�ill lW,F't: t_ A.� . fees —dale s. SBP6me(R IHol t GOP f RECEIVED Off 202020 CBT. g10IX CG./M—iv COD ire iG+5 (no, / A"4r COPY �5.1 RP LSD ADVANCED RECEIVED ENVIRONMENTAL OCT 20 POZO BL dmlxwumvcoD Properly Owner Troy Johnson Site Address OB] Badlands RD, Hudson, WI 54016 INDEX Pel2 Site Plan Poge: g Management Plan Page. 4 Management Plan Page. 5 System Design Summary Poge. 6 In -Ground Conventional Trench Design Page: ] In -Grouts Conventional Trench Design Poge: 8 In-Grouryl Conventional Trench Design Al 9 Tank Specifications Poge 10 Soil Test Nye; it Soil Test V01IIIIIIII Page: 12 Existing System "°`1kyI'g/N"" Poge. 13 Existing System ;" * BTMI G. BE EL Pope: 14 Existing System __ o-131L3-7 Page: 15 Existing System __ RED Poge. 16 Existing System �FSIGNEQ"°� Page. 17 Existing System pIII Pees Component Manuals. War ll P In GrmM Roll Msorptron all H. 10/12) Designer Sianature. N Date: 101Y2000 RIMED OCT 202020 BC dbIX�IMtt CW /f' t + + \t pwre �ww• mewnW aYamm + + + + c✓�o� + + + +/ S n5 (2)136' AnWlr('plpm° In, AAAI�� AUAm e.,... A, A . �m Management Plan mTeas Mat avAr ewa'rerwmvka,epreferred by ad, M, ad iida✓wwManagement.sm,' tlWMernm by a abroadadma le MIu,crwn,ais Ma haeosvvinemsder,Manwas aww PorxmroMew,Mevehimmr ' la Kxp this Management Plan wish your Seple Stephen Owners Guide w Keep copies of all pumping records maintenance release and radar headed wM this diciatiment. IM Revsw this dosumem with your maintenance professional at sea el discuss any changes in prMubc use, activMes, or water -use appliances Management Frequency to pre sytem news cheap w Assured rrewilso CMh.rtry 36 re, eaery 36 ont6a. unemol war for; rremi•..y chNle.an 36 na Cesl nPanmN m greater EHlcatlone Number of comment; s Seple Tank Manufacturer WM..CIrMxmar Deal Flow(gpd) 760 6eplc Tank Capacity read Is Sal lot Rate hirol Na Effluent Filter Manufacturer Tu0.TI1. EF Summary Effluent Quorly, Effluent &M%el _iscorgical220 AW Pump Tank Manufacturer tU LoaFmin Sm uuax ITSS tad myl Pump Tank CapxAy fU — Fats thus wa6Wi dinged Pump Manufacturer Per lmbl er Efficien Treated Or ddry Cabral -model ugged Cemw lffooi (order mel Captured Call rypB xunarx.ad:w _fees_SaeiTioli .myl ConveConventionalFew n6W1 say, fare, ter Prelrealmenl Untl Ceemplron IU Mar Effluent Pancle Sire (an) its to Hedmany char' for wet or Monkey stir reduce your sell memanrerea Contact served provider rrssrne knee Come business animals(pounds . generators. arc) Keep bikes, ren¢bs sndxmMibs and the, Imi N1 teatimnt area Alamrs-0ontact your serve Radecki 11 any Narm sect use Filreo-rnaw mnrelbwmap eon ndkn wean meandssIfron raorKKnayd om addonaartacwashmd anie Effluent vita.- impact and dean lain no, me, at. Caps Makes" that au naps and tits are intact arein place Inspect lad damaged caps pen Fi,dreplxa do ws - Gad Nrn}a6curneAuenllevels in art ryakm ascwNnsed if taco: R1 dryad del Murder noun all way 36 months at a minimum I lank r"I and dumb bodes by prou<oleJ dermal amusnl lave Of mahomk) sump and Wanda system Nncbdna of aeptcamal r wound bar someone and function of apptcadle) reursem nt am& heads and awal water rate compered to brown award tow dissolved added, and efers behavnn n in bank fora,dacim or effluent or offer signs of deblams ,apeaeo, Pipes are capped am erect Mail MAINTENANCE INSTRUCTIONS I Intel 5 of ranks and olaperay WN by an ayp aRlyrc mpegvm frourt node a visual mspecoon OI the tanker m money any missing Or broken hardware, Maned any aatlr3Or leaks, MOOS AS the wlume of contained duo" and scum to check for any backup or Owning of effluent on Me gmnM surface AckWm o owergs used he mMp aIT assessment Shell be pealed wetengM upon completion olaervrp Scum" Any unsound/dekcbve access openings must be replaced Occide tal The thpand mlllr shall be naually Inspected to check Ne eMuent leash In the observation pipes and to check Far any pondrg of effluent on the ground surface. Pending of effluent on the ground surface may Indicate a failing mMlLon that weeks medleW retention by alrcensed septic professional Tanks must be pumped Often Sri accumulation S within 12 mtlres of the action of the curial bake, or naturawr Ma scum layer Is within 3 mcbeS rot ram Or bottom of the of bake In rshall total sludge and Am, volume occupy g`eater than 25%of the ranks Mud command e efir fitter shall be ceaI as reins dry b ensure mistier oanaon The filler 5noule not Le mmoed Salinas re mace to retain wham in May laI dal may sldghN the filter due%remorel If de haft A NUIP0. wM an shim. W fiber shall we drub tl rl thin shim rs ardvalN continuously lnlemrrrlenl filler aarms may rMrpN surge Mns ar virmanding minnuums, aid" Pm."aMent components Shall be maintained also wmre by a lmnad apoc probsswnal aandrrg b Me matiWnamrs raeo-nmaeamns STARTUP 8 OPERATION prior to system croarialon check aphupump bane a r e presence coming Include or other oMmmalf than may lmpedethe mMmem process snares damage Me dispersal cells Ifnighconcemraoeneamderecled, have the winks of the tank removed by a bunged Septic professional prior o use SyYem aYdup shall not occur men Bolls ere grown at the rnfillrative s urface Cane Power wirings mum I Lanka may fill aW new al mgn waterlWls ter system pound pumps When purer is lean the MOOS watewater nu be drxharged to the diepersal¢Il in one large dwe Menoalry Nurorgrn oNt ,% the whir It may abe resub in oahr9 or surface d,O,W of effluent To aped MIS vbwan. a S Iugnlr rec}nmavArl to haw red contents of Me pum p tank min by a lRIa "m smalw NW a ptobaional equally dye the syslam to rGu m Ne pump tank to norm a l g tng Nwb gar to reA Npant Do not draw or pahe mh. e over any Septic system wmwo ms To In dnow p A wm r amwf durable or pxt Thy, SetswiMn 151ee1 warms as of any inou not or at g rode system a a dary septic system sib CONTINGENCY PLAN Ithemptistank orarthrofffisromponeents beco oOnkorcmpone,tShBJibalmmialyrepaior npleceb according to the Manor system design identical If a dean tank, pump pump controls alarms or related wiring becomes defied they shell M Immedla@ly repaired or mpIBCM W th components of the Same or equal performance If the sail beaMent component farm to accept wastewater or discharges wastewater to the ground access ashall be repaired shaped L by, m frog basal area If Ne bakage Soil,rer iy the component at tore Secondary $yabm sale or remevrng and replaurg dologrally cogdad abwrppon and dfiWwwl media and awk Wased piping ABANDONMENT pg BapM snbm hiesandrpr is pemrarenby takenoutolarvire, Me system shall Maom a¢oattq to apW abam mentor uboons 11eamclua AT piping to tanks shall be disconnected and abandoned wipe openings aeaed The wnbnb of all bins Shad be remered and disposed of by a li a sed septic professional • Tanks shall They crushed 6Oil or removed . A "Pile now, .denial remember Mal be Submitted to the appropnaW Iwal governmental unit WARNINGII SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL WSSE5 ANDIOR INSUFFICIENT OXYGEN. OO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK WY BE DIFFICULT OR IMP IBLE ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE M W ANY WK. System Design Summary In -Ground Conventional Trench Design With flw 7% GM CWe Manlmumceptlr 79 Ircles Ceslgnere Mown Rpth 790 led Solt Wading Rate 0W GPDtltr Llrear loading Rate 120 jai Cade Required Minimum BMtmm Area • design Row • Lording Rele 750 GPO• DW GPD/hl - 1250 h' q ideral MediaApproved Product listribullm Winner Grawty kohl DisMWtion For distribution meta Installed In Miami with a Grebe 1 Platy SAt Wunw systerm using eNiuent X[ In aW Sarl wall With - 60% lack Xalamm,, hot distribution nelbd Not OdN.icable --Cheem"nown b%1pn ra ea Ott 5x it abp" UIn,")) Moderated Reenun CreditWtlwnarw Ml�Yed waHgler dropirtrth Reach zeds HA Sloare B. Sidewall Hi Irchv tt C. Delpaid MIt D. Theron width n """" L Tom Centered Feet of Trench- Bmlmm Area. T,,mh width hit . ft. Lmealrz e MlMnum ryytem length Mssd on Llrear Wading Rate • Design FWw , LLR gN • Sahli - It G. LLR hand a of T,ercM Denlerel eof Trentham I Let Per Torch - Total Trent Lireal feet - Murder MTrerchs It + ft mievararr lam rmR A 5e1¢t Trench SPomnif it IS 1211fmmtem4rb Wnwrty all R lawnarca•irerch LLnglh xTrezhSPoClip it X it - he lawn area L Mlect Oepth Reg,rel to Cover Dlstd WLlon Pipe it (033 it for pressure. 0 S M for Fairly) M did Vol,"-Sledwall Hi -taken to Cover Pipe X Bottom Area=mMc he[+3]=cubic yards ( it n) X it, . n' •¢r= yd handle TRENCH CONFIGURATION APPPWED PRODUCTS CHAMBERS AND E}FLOW A. e MMmum EPA, -- swanwa 0. Paalmare!P¢l Infiltrator Dula i r SM Wath C Product UU Pntly 30 Xt MOIINxnl Ahwpnon4w /w CMntlerLMcgo 1 D. Ensign Draom Area I2M it, ErAcaP EISP Patin Pn Pelt 6 fta E. Product Width J ft TOW Number of Endcap Palm! 3 F. Product lenllN: it [Nmrtr oeuan Mtamun-Bdun uw•oerw &vmnM C PrM1ct MaiRM 12 In 12Q f2 130 ita= 1353 L HumperofCmRvmle-DMJOI BroINm Arta MNMd Um Ccmloient ElS(Ri(Rand UP) 1230 Xa r ID fd - 62 comments H. Minimum Dal TrercN Length- Minimum p ProducU x Pina lLelplN 62 40 X zae N J LL M exh Palm WfMm mr WmLp Fire-Rs19n Flo, r LLR• inl75001 SW ' IID Ral/X 63 5 ft H LLR MatlmJm a s Trani 4 Designed Naf Tnides. 3 L Lanai Per Tremf- MMUM Trench Length • Hural A Trercan 200 Xe t vnJea - I260 X �... m e.. vam.e M. Wait Trench Speang 6 X (5 1$Rfromcentertowntertyro N H Hewn Ana-TnrcnLenetlixmnm5mcinR ]ae it x 6 n - 14M fit Us" men inMN W[Wm area Ila Page 7 pmEu[t Pa11nR IICI NIN probve[5 Ned Totalkfw Construction 10 E3 flow, 50 35.0 35 SF3 fluv l5 30.0 59 1150 QOIRi•SiD ]0 6t3 63 QOIN< ALP 30 61.5 63 4. 1n'Oround ConygnOoral Cross5 oon 9 La wt SYSTEM CWO WCTpX rrvEBMMnu s[O9600� O L �--------------- omm WE MP¢ieW�d SYSTEMLAYWT Perforated Observation Lateral PipeNent 36 128 OMRVATIW PIPE DETAIL watVe WW 3CHOP nnml m mo-iwrnw t owwemm I'-t�sum Yeo m tr�rewn w N Pp°E TANK SPECIFICATIONS e- Inch,,, mum=B feel h spechbod by mordawturerl All mmcovers shall e,told a ,he$ drove fine grade If tank Is with In nee[of final grade, m$Male the l I d to an III of to and dine moral No 90'x, keep Ifeel Armeen esSoma l Shelf a Inch m afett I1xl slope, male I cleanouts at the building cannel on and every 10D feel at a men l mum Now General SpacIlloGprls aM IlMnbatloiu a Stow assail I �.� .� p....�.i. so liInA See 1:�:_:�:f;► lassionna 7 lowasho 10 Issi III P So .. ood __ taga9 Vol ll Am"' ot5aheaed Prde ai Semas P i42 SOIL EVfiLUPTIOR REPORT to al AiM ompnesrve AlwMrW lne Wn 8112, 11 ides rn vve PA, mgwl NA49 SiGNv bable but not wall to AuAl arb bill bel Ol l anal am wrtanl alwe _ Sole or fins np alla ina n All mea 0A11 Rebrwa b/ Oq All pMItlIMIMpmNonn nel looniaon aft Penalty Gamer Prgntyln tlm Troy "Ill i BW 4eM0anery MaleNMlw a orCSW eGa M PmaI " 011c a Plww RaeMer ❑Abr cow" 03e.n ❑m«. xg RevmmlR�abmoo.. 5 7w Gw me ®RRplemneSlw ❑PW qq-payN ll mmMartif xmden. Mumapµuw RA e Pennl mesa nt allAl..e11 ravine nl eomnenm amnsmmewry namm..e..gimmv.v ie...wna naurNmmpnvnoq �nx lmlre Is.>nPp.nnMo-a�l Being 4]Ming 4 mPan GmuMmMgelee8006 k Dealt 0, mllnOai 115 In Sd Pb pyl wmi Fill Dembi 4n Ga ed CMe C OW sYUNaa W]nq C mbYrv+ BVMwY GPWit <m <ea Oi IOYRLI nM Is 1oN 58 08 3 0.16 7sal IsMMYIme RO w 3o[k mh Al libel 06 10 3 W24 IOYR 91 mM1 coal 1" 06 08 a mas OWN 36 d 2dnaG be, OB 00 5 MOf 75YRM9 el 2mbk Wr Se 10 6 4116 G R3Mcom 080 0A iG 5❑8aF" oon"1° Gmna Sole®al 10, SO _R odelrolMa pl.n,r„6 M Sw PaM Hamilton W{U I 0urewd CWr Real 0.suWnSat mbmarr fnebWm huWry RxY CiMll 'fell Rlq 1 l0YR L1 mlr V-4 06 0.6 2 75YRW (orgy lower, fil at 3mM %, imN 06 1.0 3 10YRW am ad tmedr fall 04 06 < N 7SYR 414 M Amsbk Wr 06 10 5 7SYR SIC me ON lave 01e 10s wam at But)s N i33>Y1i150 `ERUA e3• MTSS I IS, IM CST xm Seam emal RYa NM x s¢nuaeCST alwater )104pYq Come, RO S Red Al NR SVIO DIM EvoludifOeam1 W$i Teeµl warm (GR032140]4 Ppa 10 ADVANCED + + + / ®o Tm azIn, + z Lm + + + II+ F + + + \FY+ I I � � Bl•IOIM \ + + wmm.o i g Ir + + + + In, + + + +� — I al�� �� + �+ + + ee + + £ ® 9TE + + + /Lr 4� + + + 9 — + + + + + + t + I\ + 9o+eh nuneliy mien a-ssaz.. m av w.us r.a �.--....u....— i.'.` .m xavnpgmematonne® PRIVATE SEWAGE SYSTEM wr 91 Cram 6mryenf OWMlpp'.wen INSPECTION REPORTMIT)Yg310 B"Ima .OW 0 GENERAL INFORMgT1ON (ATTACH TO PERMIT) punow I>.nvarvwm... I,nnqus..ewl.Amn CM ,„.y B.n xo. JONnam T aM JJMHe, Hu0e0n TOxn 01 @0-0OBSBLOO ... epI0O �O N'-'Z 1 - �„ /DDI rn ll P^'� 26 R01R3109 TANK IHFORNATION ELEVATION DATA vwxUFaCTl WgCPY STATION 00 Ki FS HFV s'°w IGaPn /2S� °—'"q='" 133 ii 3 /ooa BW"'5CAll C/ tl .2 /0 i.1 11016"1zv TANKSETSACKINFORIATgN % oll wela r I MIN. .mow I at >SD� ' i3' i NSAM DO Pp" toP NwN.p w PY.e MMVMINFORMATION I8 "i01 H: Grl 8 3 /OS All Ys /oY fS [n cicfl. F 0 SOIL ABSORPTION SYSTEM 22f l3 ei Re,W w. o.., 3 P E NA ✓ 3p J RIBTISq _ YTKKI SYjTFM II`I�T.0. 'O�Vb »r qmu .I SOOILILCV COVER .n Omr o-Ya.uenlem•onM `uI�_ W. Al Sr} 11111AA. a..ueur !+f 4l vw In xo Cnl ... OO m COMMENTS prclweaemauegneea pnmagewuw.l I.,Yeniwe�t211.o1_ IneoJem-n vw Iluau 0.eaNm=aTOr b{'eYNo..W+QtZGgy\03eTIDNP1v �jui pll.✓'1(S[BiN.'-r alai rxIMN'Ii Y XOq, 4gf a/,Qet'uS.M'iLA6lO ej'�4n4$li,� •mWNelrc""') zgv'd UZ 9tac6._. 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QB����QOQ o EMIM.IW�>Ly>mirytW 189 �➢<Ifpmpt EYpR.KO.�LwKMRB�Aigl l4 Cepuon �a(Cammo wyivl eppnuniryw ap�onEttuGamploytt Ifpu neN�u mvkww eW mual in m u¢�uw (mm4 pkv anuu Jw Eerynmeni a WB�1H�llf1 m IlY M1361_BTl Soil Test Plot Plan Project Name Troy Johnson Shaun Bi Andrew 1831 Stone Creek Hudson W154018 CSTMJ 26900 Lot 54 Subdivision Hudson Date 8/22 NW1/4—SE 1/4325T 29 NIRIS W Township Hudson Boring 0 Wee PL Pmperty Line County ST. CROIX BM or VRP Assume Elevation loo N. Top of 3/4- pipe System Elevation TBD •HRPSameas BanCvnark fry•/ •'P�O��i�>--_3.0�0�{`7i L��v = J ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND RECEIVED OWNERSHIP CERTIFICATION FORM Owrtcafflu ter Troy Johnson OCT 202020 Marling Addreu 867 Badlands Rd STI `Red%Coll ff', c Property Arbil 867 Badlands Rd Ivenfwm reproal form Plmning&an, nin8DeW ntfmwwwwuaim1 Ctyrsmre Hudson WI Parcel identification Number020-1439-54-000 LEGAL DESCRIPTION Property Location NW v..SEC, see 24 . T29 NR19 w.Townnf Hudson '/ Subdivision Plal [6" , Loth ST Certified Survey MgpCM, Volume Page A h/r Warranty Deed Did q (before 2007)Volume ;Page Spec Muse OYmpm Lot[in"moo fWle 0yes0 no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper nac and mainun.rcc ofyum repro,Cuon cnma.cnn m itt PrtmYurt r iwrt to n.Mb wssve. Prefer malmlecral e of Pumping out the sense took carry nos Yeas or sooner. If needed, by a heeded pumper. 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