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HomeMy WebLinkAbout030-1079-95-000 (3)PRIVATE SEWAGE SYSTEM °°"°P St CFOix INSPECTION REPORT n°w^^`II In GENERAL INFORMATION (ATTACH TO PERMIT) 624960 Stfla Na DN, NmIdIoNlyPnwy um x,IIn a llllmll LM FarwT..N AUSheganlnvestments LLC TOWN OFSAINT JOSEPH 030-1079-95-000 x.Ei.. .IPwSmIddulplim e and Ih Z 2813019290C TANK INFORMATION ELEVATION DATA TYPE MANUFACTURE R Y•Fl5 C Al STATION BsHI FS ELEV now t '1FI-e II gill 2.oai ju5.67103. Pane Altr TO.G h Nw s..re' I8. 87-24 Haag SMMaM 2036r.,zz TANK SETBACK INFORMATION Isuwoueel TANRTO PIL Y,£LL PILL QW RW 5ri l nod, Zp(J , /, S�� I ctim m 3.9 el.cz Damp Zz , FF.e.nx." 6.Z5 49, 2 7 D.I P(n NPalw But smnm F�R�S� TI T4 8_\l PUMPISIPHONINFORMATION V Z m .f r wV T2 811317. 39 NFnMxNa, zo 1� o.m. cPx c�8 tZl � W_ 9o.67- N�mw, IldNwN 1 P� 5.97 99. 55 TDH 4) F,IUmgL b sv.nm,d �D�, F -;n1/ 60Jo N. l01.42 To I, Ia - srsTEMTL Pn R1n0 .Wu 1AxP.srRP.Me L wNm,�j G. pia ti/c• �, �,�� �,,.,,w,E lr >too- /,na ttltlU l IUN flml LAM P. y"gAlPIAte €74L-L Andol SOIL COVED FPm,un a,ry .. xwAaor ALc„nr Fw,LOI,N D,wlow Z-d COMMENTS: IlnriG ae. a.ow.IlMw. wNwaw®,IR ,nI p"�° n Inw.mo,Iu. m Lonn" 1313xll -VIlS 1 I All SN Dal #r,1k* Gal'-vY+�ts IBf� 1n owe,-a's 2IA ow,11 kill . LI5I -Tw+x 3'25i� �Gs.v, O,L}V M Y.r NoUm l III Illo 7sl wa„,on.,I iff.aD,m z'"ice„N..NIfP Ne `I8 np VVS�IS I�^�� I CbmnY MSYy Ben�Obulon Crta 1WPOWWx71(2 Smeq.PmM,XwNNbtlbl.h(bl B AUG 13 2023 meaISSR VO falO-TIBI' (Q zql iii k® tApplication s,�rm.mm Nmmn I..mlmm.,m SPi3832114 we Aa,; n. ,hmx,mn nfa, her, m _ ley", I i� I'l pnm m m.mN a sal m Apeyl n wnl fm, mof5ehryenJ PgRrn,onJ Xn uae hno.W m6m,uNn S.w Xw,Ee may kmai �NnlmEE P,o7m PJeeM l0minnl J,n mWiNMSm®1 ,N,I,e Pnre,. la,ra I5 /lll fl°Sum L A9eflll ll&Matw- pima¢ Prime All lnhmehp. APo.m 0.rc,'I N. eased Ie Inrtnmme. LLc 561iyepl) O O 131153. RopyMeen MWlmeMha gvlv,y lvuvn (saw, Lee Cer Sla Lpcole Iqe Nm a mw It sgeea tassel W16 TSnN 0.1 p yNnew) 11 Type of BUllding (I ell that al ���III N E°�% ®ImIIm,IV Unllmg-NunMo(&d®eye Y— — S yyeYn NI ❑NXKunnnW-Dv,h Xr �1 Raga WA ❑ Sue WM-peel Lee ❑ CM of M N,m,pv ❑VIIIavenf 0 Toenw se lmmi IILT .Haan¢ Olio webaaell Combbllee B,p bb ❑Ne. years ReTa ism, ❑iamm,OlnlMg is* upleme Wv ❑ CNS.b4ro,m In be" Sp®tWlml ❑Pmem.W n„❑Pmn,rimN;pn ❑I,.,etnf pmaeneT,mrmaW. L83B'E? n A� B,fmweal mm IV T of POMMS fbm/Com ell CM1xk elltlw ❑Feel lnnmma ❑Alana ,, ❑weraamalwa aw ❑1Aaw.amaf m,mlaaNl lbmiry TM peel, ouo,W cnmgon lo.q.mf ❑ Prz,wel Tel lv(lenl V. lTmlmen A,o bM1ematlm. llnip iblp,l palatal AlHum IbpYAoiquMlY1 4gaYAm PoyNIM1 Sao Elneo We sweeten 6T I� aM p03 VI Tm4lofo COWL,n Tel d le` _ IiYbn ush MwnhNv u1Nax TN 840 gW I wim cone L lm„NCMmbr Sao 50o I wCmurta M,tw ulml I sl.Rmwe l.l4.M xq.o.e yysy eeloeYllm WeerywSRN"nb, losSy,ml s,m XoetYbn mry sea, Mnme,abeep Icoati Sss VWIey Vlex' ilul, Somerm, WI3a@5 V111 Case M etemtOb0. AµmrN 000 j Z I,, Cenu S 6 �I jy A1pMs�n B IX Conellam Prvva M^�1 3)SViF �e. �Jitf}�� y r� SYSTEOM OW e i{ wa+ANnO ii IASS V C�� 1 9ep 'ISnlusen¢M At eBpmel roll n1p 5 0�- aspmmanagement plan pov-0eY by piumM, �. pereppt¢ b c INtAClaar`Nee'bea^'^'^.^ n nw B66�11 llal w. aw:t �..i".. MM.iSMntcr., SYSTEM PLOT PLAN _ Auene eea w►.r a:w N 1311po x.aa .e....n w...a..,.s. s05 _ Sole 1 M w dnN arnrvw+snN.v. U reuoer, *SME w o ~a (ffn.wri CONVENTIONAL COMPONENT DESIGN arsm,,m, A _jc _ INDEX AND TITLE PAGE Pmfett Name Anshegan 20edroom Septic System Owners Name. Autbeganlnveatments, LLC Owner's Address 1313 gird Street Hudson, WI W25 Legal DescriptionSEI/a, SW3/4, 528 T30N, R19W Township St. Joseph County' St Cron Subdwislon Name: NA Lot Number 3 Block Number Parcel LO Number 010-1079-95-ODD Plain Tamai No Page 1 Index and title Page 2 Plot Plan Page Septic& Dose Tank Spe<ifirationi Pages Effluent Filter Information Page Dose Tank Cross Section Page Pump Curve & Specifications Page System Laing& Cross Section Page EZ Flow Information Page) Management and contingenry, plan Page Septic Tank Maintenance Agreement Page Warranty OeM Page 10 CWMPW Attachment Sail Evaluation Report Attachment House Plans Designer lo0n Schmitt ticnese Number MPM2237W Date. 8/12/2020 Pral Number 215J60-0486 Signature Q f IrvGrounE Sail Absorption Component MmWI Version 30 SOD-MOSA IN OM) Kevin Grabau From: John schmnl johnsschmntandsonsexcar ating com> Sam: Tuesday, September 8, 2020532 PM To: Kwm Grabau Subject: Aushrgan Plot Plan 08 2 Amachments: AUSXEGAN PLOT PLAN pdf Follow Up Flag: Flag forfollow up Flag Status: Huy, I re from an eternal WHIV the estimates, beons SISftx Ibis or operading �menn. Aushegan plot plan le attached I hunks John Schmift Schmitt S Sons Excavating Inc. '/f S]50-0486 SYSTEM PLOT PLAN huanepan imeeorenm z bedmwn eeVY subs ^'w• Fw >dG4'D N w 313VII emsam' ow.a eMa W loom w„ TVnrVurrmr TVII3a43&3 n.s.ra.a yny r.an sm2sy,w 0 M511VIT 10I 0 b U Y WD WIN111 ZP pn=a o.anmam mmm,M.. m.1 ne' wMi ermmi n.ononM.1 e it-3r80'EZfbx inM El�Y Ie 50 3'N III TL 3IWU84einnaB.WIO rpM I u1M ♦BW � e bN N \\ 6 u I • %VVD \ Y 1 1\ n 1a e\ . �� I 11 n Y vau 1ar th •MNO a1 Man (.Mass n"', 1an 6 Y Loth wM ure I SEP SYSTEMPLOTPLAN nusMen lnrmpronrez nW2 a aW %m+v♦ euenm.. lmm Pw Wbm�ulMsu4a w�wew vW Sub t'�]O nmnmsmMeK CIA aup®M. Tm&Tw vM. w F^+�U�tVdwl W840/500-MR TANK SPECIFICATIONS O6FN9GI3 f A-4u WALL i 9AC BOTTOI Y Y.W N 1 O Hdf.Ati! Cpl01ElE M4P WM7 591/Y aNcM 9'-5 O/e MOM T-9- On" NI£T W wino � u WMT 11.150 iac INUT AND Wn A- CAST-A-nAL 9WT OR EW4 CA 0 I T AND WT T 0.1R1F AND RLl fflsaxW = GETA L no (OTHER STAl Sn CNAN1) wl0 C Aai 1961 GAL/111 (3 X) 11 az GALM (w) LOADING GESNf 6'-V LNSAnI An S L TANK CAN BE G As svnyscTlc, s9RTKNLR9, a sRncgxW COgI: Yx R51GR 0 (NO TREK) TANK NII CC51GR nO (SI6 AL EIOU) WWOMISO T.NXs EW WSI TANKS CWrnci WWR CWOiE PL-525 Effluent Filter PI s2; lfiller The PL58 Filter is rated for 10,000 GM (pllots per day( making it one of the largest filters N its clans It has 5Z Rove fret of 1/16" filtration elms Wke the Polylok P1,M the Polylok PL525 has an ab monadic shut-off hall installed with every filter When the filter is removed for cleaning, the ball will Float up and temporally shut off the system so the effluent won't leave the tank • Rated for 10,000 GM (agents pa day). 525 bmear on of 1/16-filtramen Accepts 4" and 6"KHD 40 pipe • Built in gas deflator • Automatic shutMf ball when filter is removed • Alarm accessibility. • Accepts PVC extension handle I' 2q In,tAlaLnn Ideal for residential and commercial waste flows up m 10.000 gallons per day (GM) 1 Locate the outlet of thee septic tank 2. Remove the tank cover and pump tank it waesacery 3 Glue the filter housing to the 4- or 6' coda pipe. 11 tax finer as not trimmed under the success opening use a Polylok Extend A, Lk or Pea of pipe to center filter 4 Invert tlw PL525 filter men its housing 5 Replace and secure the septic Rick cover 1'1-529 stint mane The PL-525 Effluent Filters will operate efficiently for several years under neutral emotions before rrymnng cleaning. It b recommended that the filter be cleaned every time the talk is pumped, or at least every Iivee years It the installed hurt contains an opborul alarm, the owner Will far noNieo by an alarm when dw him, weds servicing Seeming should be done by a incurred septer tank pumper or nllet 1 Locate the outlet of the septic tank 1. Remove tank cover and pump talk if narssai 3 Do not use plumbing when filter is removed 4 Pull PL535omidgeoutofthe hcuning 5 Hose off filter over the septic tank Make sure all sobdw fall back into expire tank 61isM the blow pihidge back cob meF wg making tart the film s pmpaiy aLgnd and canpiese) iim¢d ). Replace and welcome rrytic book, cover In6" Filtration Slits Arms sales Inpbrll Ampu I- PVC EsminlWMk scene he mWecPP 525 Lmrer Ft. dl/16- Punauu,slm AW scxoas- a pater ',® Ntf11NlINWaW 4a Ball a�1L wsYW` LW is Mass stun wol" tinily lrWb u. s.,..rtuuN axtl.Walamr. wc+aanBuxa. Polylok.lne 31brtield Blvd %lmgford CT 1)(492 Toll Fare. 877765.9565 Fax:203] 8514 wwwgalylok.wm SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) .inwx �oH.0 E tkhinnmE& j1� INI m E.u„ m..xl, nx®xs.xn IMPo�R nvir V. IW rc ��v�invo.N" iq Wn _ Amltor�ankls) say L wemlNinpl'w' Puguam m SPS mo.4g yVO CAPACITIES@ 1182 galfir FNpthn Vauma(go) A 24 28368 B 2.0 23 64 Cl 5 6910 D 2 47 Si Pump Tank Liquid Level = 48 in Force Main Diameter= 2 in Force Main LengM= 50 ft w4p. Force Main Void Volume = 815 gal [C] Total Dose Volume TDV = 59.1 gal/dose (ar mni staFal Vold wlume 9TDV <a 2X design M1m) norce man dremmd,lul ) MIN PUMP DISCHARGE RATE = 20 gpm PUMP TANK Volume = 500 gal ..__...__..._.. Weser Concrete PUMP -OFF ELEVATION= 91 ry INSIDE BOTTOM ELEVATION = 90 ft Vertical Head = g ft +Min Supply Heatl= 0 ft + FM Frlcllon Loss= 1.29 ft +Pltlln9 Lose'= .39 ft '(mn uph had .03) = TOTALDYNAMICHEAD= 10.68 ft SEPTIC TANKS) Total Volume • 840 gal Manufacturers) Weser Pump Manufacturer. Zoeller Installs tl RI till ter g to k W t Pump Model: 53 Is...wm.e Wmp ww) mmetlately upstream of Me pump tznkInlet ConlmlalAlarm Manufacturer SJE Rhombus Filter Manufacturer: POLYLOK Conimis/Alarm Model. 1036378 iii,iiFllter Motlel. 525 Float switches containing marcury oroM1M1lled S & PUMP PERFORMANCE CURVE MODELS 53155157159 O 8 2C 15 a 10 O rp 5 0 l0 m m w w ruLaxs ureR 0 N Ise FLOW PER MINUTE CONSULT FACTORY TOR SPECIAL APPLICATIONS KN[L kM Mel ngAo eWMEb VanedekM ryCesy4me AMr mobL WNIMeNe 015,2 s.3V 2l6vmryl NM" Wekim avellanye DMplm eyenm.weaeds SELECTION GUIDE nrpmavq®y n•n�ue.em m.mrrulmm2 Maiw :5 /el@y1rN Nbwgabtle getlmNM' IRA U a tb n I ktln�linO'YAY�OwRo�awR FSma a �.e,.al d Deaf x..r. A W..ue M.xmwM..a �ronsr,a.e.maaa,.w.n EMw.M..dnwef Mef.1Me. rL aey, Memuce.. TOTAL DYNAMIC NEADIFLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 53I55I57I59 fM M4n (16 LMa 5 Ls w fU f0 x0 >. Izfi Is A6 I6 rz SVIOINes1. IBis RIS6nI j— nai✓ ,mY� /I T a •In -Easy eseendr OPTIONAL PUMP STAND NN 10S431 Peamee WmMW ibeI by aeTe Rgle¢e mR IMrta wan to pu Me Made omurzMla nmwmwo Am Nou pump r on mnmm of New, PmNee no eNln fo me, MR, by WMR enulom N VA' RESERVE POWERED DESIGN per unusual mnOHgne a reserve uleN letla is enBlneaml ins; me pi N way Zwpm pump. a Cmwpm zan ScRow co Pages IN -GROUND GRAVITY DISPERSAL AREA 5epes, Li"n�•' °rs, Stepped Elevation Trenches with EZ1203HP Bundles Wleser concrete aft Trench (down -sizing credit) sine`'"I'(5) Sy eno a _m —w —r"d Lmuee T.r R....,.r IT PdNok I 4 525 VJ�CRTOYSPSI CALTRENCH Provide minimum 3n SECTION VIEW separation nen.een vencnea ' (No Scale) Highest Trtnch Leaven Trenen (as e(plaaie) OaSERVATI1nq�IPE DETAIL SIrstem Elatrust= 98.1 R 97.3 ft. X, fl, fl sue. nm,� TYPICAL TRENCH ISIr.. a�awn H,dwrwlella m�,omonmole,�aal "'mie11aP" n PLAN VIEW a.a re...,.,.,o..,.d.... '"a®,'"",a = (No Stale) Perforated"nerel "�°'"'"'�'""' 1D tt n ouKrv.m�P� NOW •maao.� (tYPlol) MgMooreIAM1+II em —. —________B ___ft ___ _ neurone G) 60 m Mpol INSTALL PER TRENCH. EZ403) ndk: w O 8 I" lead" W If EISWun=300 ft, I^'Ie Mrnrr.Etsbn ac) T i7u w.+,a+u�r�wa.r..a,mm A ♦ _R' =Pmmra:EISApga Xm IA=300 R' Required Muralist Ane=600 fl' Distribution WMW a 2 Xend = Proposed Total EISA = 600 K branched manifold O Installation Instructions for EZJ/ow Systems in Wisconsin .......................................... Wrscorwn Ceoarbnal M Commerce, Sarey and guidance OM.sial lam renewed the sidecrA®4ons and/or pans for ties product and determined It to be in mmplmro wed chapters Comm 82 through 84, Wlscresn Adman Code, and Chapters 145 and I W. NSscgwn StaWtes All VIn must of Me$tM a Cerebral d capable; d lwtach chances as rearedn bard rpum ns. TM sponsored Isrndncta ere IrhIAH (3-1 r tenures wean pore in center bundb in 5or 10'lengths) and 12P9HP(8-12'hil lea with laps In each bundle In 6' or 10' higtns, A single paper bundle content a four in& aenorated pipe sur. ours ed by EPS aggr pale antl is held together rote proki euMene remmg A single aggregate WMIe canters aggrpate only was held Ideal wen poryemyane nenmg. MWN86 and Equipment Needed • FZflow Bundles • ExTow Coa le Fabric • EZIIaw Internal I Couriers • Roe for Healer and teat BacdwExcameer InW14 lnshucnpns The InsWR,ms for installation of QM,v prMutls says green Mcw The podud rural transferred in xmNarr[e wdh stare hours sml m chapters Comm 82 through M. Wisconsin Al nlsbaWo Code, and Chapters 145 and 160, Wisconsin Bbt- vias, as well in the local health departments current damgn manual I Alter has try mean Ommn met map commando sting, anfgunAm, end Input Ice th Qflcw systems stake 01 mN wed dri the bcaLon of bencnas and lines Be Careful to set correct lank, short pass header line or da. tnbuAon box and bunch bottom summers before i latlon of pipe bundles 1 Remise plaadc EZfow shusal Mgr now to placed handles refine recall Remise any cued be mIlre IrerM nefne shown he one red. 3 The prMucd must here geotexek kbnc That meets re - comments of s Comm 84 W (6) (a), Ws Ado Cape nselled already on top of are product and edentlmg dorm along the sloes of the produce a prom at bast as Inches from the Mttom of product 6 WrenpmWWrnabeach,Netrencha Wbedugto a sdN or Miami Tna not my ssxs Wbu in earng- mn, M also provides Wi bad-beam5 uorpty alb baGfiamg a mmprte. 4%ElZfINMi ............................................. 5 The NworyAonaver (SF) necessary for a given sale shall M sized based on mavmum early sewage of (GPO) and the Parade y for tfe riteu n mean more Is met, the EI3A sired can be make Wlxmsn, hearing in a a% royal damANd 6 ILce E2now bundles) in The Uff configurapcn al prored by system dcvgn permit sWII for The orange. W site. The top or canter -most bundle centered pore en joined end to and wfia an internal Tape cougar, Any addaonal aggregate only bundles that may be memory should be Wtletl agar l the other eggregatemy Wn- dbs wd do not ratuee any type W ¢nnrLon '/ Try, 4ateartaGEOtyYkerexpresses aall table pe- manWazlurNnWlxaerrNererbgaMagagere M faMlc is mane] to We sal common The insWKK stall make sure the the GEO Is oreismetl joined and Is in demand wed are fabric gmwnW in the adta«m idol der esters netlrfillrng B The Ugly, orannea Systems shr be rocs led in a keel heed, rn al eec4nrs both across al wal are for boHmrl aN she N rdiw Me contour N sae 9wM purpose tle2nM (uMpm tleke)v.M ae consulates Xpurg I Xfmt dyaMraal banner paced am to end, v.M gentry WMIe distribution pipe interconnected, Mhout any dams, amepdorms or other match reps g %a beach tap rhea !e graded wtlr that wyeh Mu not Tad Beckfiu snnu'd [e s heral a asked man mWre aver campaigns to reduce Apple, 10 Uses, EPS hndes are fleWe W wa fit in domed trenches ay may be necessary to awdRxs, operate or other absences 11 EPS aggagate 0 lighter Men weer, ihmefore, It an ghee be eVm Ihm Mend bwyan y farces wood used to (usual E2flox msembaes to "art eW W gmuM when sp-dng occurs Fied expenmce has eMMn, Iwever. that day is not a pebam Men steel Me a minenum or 6- 01 sal cues as recwnmended by manufacturer. In -ground Dosed -Gravity Management Plan IMPORTANT' The owner of Nn in9rtuM transceiver ayelem Mail be responsible In i4 perpetual rgereton and maintenance pursuant to Amendments of SPS W-W. Wisc. Admin. Cote. Pursuant to SPS 35352 (2), Wisc Admin. Cotethis system stall be m sl"Md a human MAIM Iraxard If not maintained In accordance with Na approved management plan. FuNwrmon, all inaltentsm and maintenance actiNMsshall M pefldmed by a nplste POMRS Maintained, n accordance win SPS 383 52 (3), Wisc . Admin Cade Maximum Dispersal Area Ooentlno Una Design Flow, 300 gpd; aO0e5220mil TS35160mi FOG 530 or nsgection Checklist INSPECT EVERY 3 YEARS nuisance ream it in otors, user Pool etc) mMb0r4nl malfunction p a., pumps, veyea, eWlrchre, floats, etc I meresel fatigue it e. bake, breaks normal etc) state volume in someone treaMed lank(s) and any deMMtim wasudenancend(i e, diernbubon/drop Wns) na lea or Improper use (ie., recovered design upetlties, prohibited ad tie etc,) axiom of peeing In d center on cell poor to dosng dosing Inegwanoee. if applicable (, a. pump fincyclmg. neat shi semngs. etc.) elatmi wmpmenb. it apptcabb pen wifng. connectionsswitches, contds, team Wane. all our uno, labrel or Moral prince Mugging (meeeun lateral aural pressure — canters w Merge spedhnbm) sumaw beverage W effluent or Monte Madcap into arruaure armed Maintenance Checklist MAINTAIN EVERY 3 YEARS(or when necessary) o anode and dose fart shall be pumped by a nni0et aplega se till openbr licensed under a. 28108 Wes Stab when Me volume of ands In Me Pat excwds onHIeIM (113) Me liquid volume of per or as required by local wtmance Disposal of onteme shall he pprsuam to NR 113, Wla. Admin. Cote. o Effluent Read@ shall M inspected year 3 years and shall be obened when elemental to remove any mcumulated salary recordedeNed recorded mmuranapacmnnm. Aarvtone pstad Wll elweye be goatee men tz onths System maintenance reports shell be Babbitt to the proper twl government and In accordance win SPS 388.55 Mac. Admin. Coca Rapen any component fallurs or memurcdon to: None of inMviaualawm.. John Schmill Pena 715-760-0486 Local government unit St. Croix County Community Development Peal 715386 4680 Local government unit andeaes. 1101 Carmichael Road, Hudson, WI 21p 54025 My defective pan d this system shall M repaired replaced, or removed Mail to SPS 383 51(1). Wlep Admin Cote Repair r replacement of failed or mallunNOning components shall comply who SPS 383, Mac. Admin. Cole No product for chemical or Physical restoration of the POWTS may be used unless approved by tee depefonent In accordance with SPS 384. Wisc Admin. code In the event met any failed teatment component of this POveTS cannot be relate ad, It shall be replaced tenuent to a plan Momlent A the scandal agency for review and approval. A failed mcmund Madrid component may abandoned and regaced by a cMncomehang Mspanal component In a predetermi v area of suldi i System Abandonmem If use M W a PONT3 is discmtnu¢d, it shall be aMn In acmrdenn wipe SPS 3133.33. WMC. Admin Cape. MAP OF SURVEY 1 �^ 2 x co -Lar] xrww•ew B ..e:.wamre. R Q c. al+Faa� a.., pal M „5 .a .s. N, w9 s FI :.aH .yea ..... e*`er.00dNepp,�,' u.e.. a., so Legend olz ON OWN' xln0 END 6urvryln9 LLC rt cwamru nroc samo >NOUE. r�iB]05N]113%,15NE, TEND EWiL ,.,..A .A...�uu,.�Mo,ns,e>o], I euucpEmnl.wm Pam 12 oepa-anent of SOIL EVALUATION REPORT etas Bs Sef"ane as Protess�mar Boraces .a.a....~.ma„�mn w.a AM" We Page I 5O✓nm ShconenDam orbs -Re 61 Crga n enona'we'raPUasanptlm alLnbmrnlon11e^maeuu,.earta err,o '�B ORIWBD5W0 —.._< ,. m .� ........ ... .... 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Iunm 1rlJ1111 dmnrr,tivm.w a nrvn nluu..mw 111Wy uuo.nur nrP ee.Jl1111 1n nuA'In 1p.' St Croix County, WI ontlucletl for Aushegan Investments LLC Ryan Shaw 1313 53N Street Laeane Hudson, WI M016 PID'. Odb1079-9S000--^• SE114 SM/4 S28 T30N R19W Town of St Joseph " onductetlby: Th asj,§C�mltl �-CST4f274N BM 1 100 00 Top of suvey marker on angle yelb point fi/1f2020 BM 2 103 43' Topof 2-PVC pne """•'^ \ r o, \ - � � /1 .� i. a. ^<« � . & . . ... \ 2 \� . y � , � . .. � . �1w» ,. E a! 2�\ �.�'?g.<®v�.. ® _ MAP OF SURVEY nerx°�+re.m. M GOYT LOT] II-iNXAIIW ue,IIFee yeis ♦wa, WE `a: .u.Hrua�iure a; µea UN p r(Ark,Alk Ivy AMMk "AmMurk^F.re o ao 60 .. M....�,. Legend ewe+•`: °° m�.�n.r ® IdI O"wa o::I mma:. .gym �....a.,.. o.d.,..ff. loomwm ewe z�i�i.L q�saaa �'�"�oM ILowouo. ol. au.�u� • d 11 • -- � ' __ --_ C °pit ;! °{!j� ll!i' I Ila'I —� I �� �! � �i i -- � _ II Illg Ilj i� �fl®1 Gi���i ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM oWn«,eRyer Aushegan Investments, LLC Mailing Address 1313 53rd Street Property Address 1313 53rd Street IVentnuon regmrtd fiom Plvnnine A bninp pepvnnent spar rsvcmum¢non ) CayrstmaHudson, WI ParedIdentification Number 030-1079-95-000 LEGAL DESCRIPTION Prop rsel I,ocattan SE to Subdivision Plat N/A sw ,A $ea 28 T 30NR19 W,Tnwn of St. Joesph Iul# N/A CerdRed Survey Map# ,Volume ,Page M_ Wamnty Dead ad ID9$(cgq (before 2007)Volume -Page# Spec Faure Oyttf3a I.ol lines ldeoufivbEEME]w SYSTEM MA INTENANCF AND OWNER CERTIFICATION Impropercar " Pantomimes of your septic system could result in it, monauve failure to crude wuess Pmp,r s ofPuwpwewt Ne sryuc wlk esery tMa years or roontt, t(tleeded, bye liceasN pumper WMt you pan wo tNe:mein a R«t We fuocunn nftaex c=kmsmatmrntsugein Newutedis o "em tPwermamamamc ep teon..obties arc rpatlM in f5P5 193 52(I) and in Proper, [ 2 - 5t Cmu County Samury Ordinance The poorly Owner agrees to memo to St Cents County Planning ON Z mag Ospanmem a mmfinuon form, waned by be owner +nd by a titer Plumbernum , leyrnan plumber, rest ... led plumber or a licensed pumper sallying thel (I ) the on-line wastieviciter disposal system IN in pamper Operator mondown and al aver maxicmn and pumping (if necessary), the septic teak to leas nun lid No of disease. Vx, me mtlmlland cave read the chose requirements and Epson to ml We private wit dupoul system Path doe tvMeNE net fuM, harem ss ul by me Ocputmmt of Safety Md PmRutorwl S ccoms and the CePvunmt of Natural protons, Suite OfWncovin Cenmunon stating than your septic system has been maintained must be completed and returned no one at Croce County Planning le group pepumlent wtnun ID days Ofdue dive yeti eapiriaiam date Pace cerrodut all mtemenn an Ws form me sue in me bat of mystic knowledge IMe aMvrt seeowrintq of de popetry amounted dbei by owe Of v wvm des 1ttoNW in Regrow ofOUN Office Number of bedrooms 2 SIGNATURE OF APPLICANTS) DATE ^My mfomution our a miveprettnted Panic PHAt in Ne nmury forma being oinked by the Plammg A Pound; pepmocet a^ Include with thu application a focused wertanty dW Ram the Register of Dead; Once and a copy of the cMiled smsey map If reference is watle to the wamnty deed (REV. 84112) CST SOILUATION REPOc<tleR uow kseE xw. v10 d5e,.mp Ol , .an 1'ne i-ot 4 aPvb)m I n�mmpFK sne p4no p:minNapgf 9:5All lln^m tltlH �nm kmmmv aJ M(G II61AI,awc1 w w, eAleo,alm elpm�yq� p nmmnm w waled mad YNeee pinlalllnlaameYon xvL nl(mp Bunn sl Clgx pa _ 030.10TP06000 %Le2o R¢epad", Wcld!LO uYm a,lexeBYl lnueapwnln, LLC Gwl Lp ] $E1/4, SW114, $28. 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Conducted by T o ne Itl �� CST 429 BM 1 1010 O Top of yellow su y marker on angle point 61M020 BM 2 103 43' Top of 2" PVC e " rev v v '1wi\ az t .eiowwa r1 `♦ Nrm YU I yr St Croix County, Wl • ontluctetl for: alnw:aMante. LLC Ryan Shahaw 1313 530 Street L.aron Hudson, WI 56016 PIO: 030-1079-95-M SE114 SWIM S26 TWN R19W _ — Town of SL.loaeph — Conclucfti min 29 Bull ar ToIa marker an an9k Point &1=0 BM 2 10 of r PVC Prey i f' wsr � i no�owitl°w, � YE err — _. -.7 / 1 �tl. •' I ♦ \ R ' 1 1 J 4w,6Aqu .sf tpfwyz izf �snsa�yay t Ec^//✓lio,.rs k. SYs°c.98/ r SC:L, r V/ SEP oe 2020 6aOc ✓ S' i01..2 cAADC GR,40g�X /oo.l �Gaaov Gannc 0, rr M9 - < Pure-aic-la MY aYaT01 M?3RT Ua6a /TiFvra A p,c AS Li TORIMS l Tr. �Otr;gM, 96C. ar i -;�; a-H1QM .wuea 7w N .er Ae a. NMI CgMa, xlavwalx ST.T/Thar.+ re.. ®Ivla6e IO( LOT SUE PIM VIM Ylat..tu MR 41 m.lm. [e wM, r"It.®mt. of MAN M MW ITERYlHIN WIUM LOO MIT OR RUM 1 eAii F. c/x✓ Yrxa 50e A 069 • 1 b /OJU Bpe[LM1Y 1 �9Y SC i 3r_j o Y n cA&M 9t7i I. P V6:1 MNI m ROAO N t lurz .w.se saMY ®RYM4. e.m.lae tW e.ml mim.ma plat mma a . o..,i.- r - slm.um.t ..Itvml reference Mint. Mee PrIp.Md .IM, M .it.: lo> MUM TAM: Nm(¢turm: LiMw faryeun X�C) Ames If :Ina...y! TJ� Rm4 mMM11 nmtr e1ma1 m, 9, // i..l Inlm alm..w: ram' 4A Mena oM t EIMMS n: 99.1A MMM If I.m f.m Mena, rem. FMMx9) NOSQ M,Q 8k t v.m...... t MMR,t. Itm: M,Mosla.42)w.,0 .zS'RIM n � , ULIM a: 96 (inctWtl:I. IIEOM.ti n It if, reeve pim plan)( i n4 ptie tau) Puff �.a."m.tnr` Up"nft,TOO,I a. ,,.,we :e POOEP Site ttm eft nee itCh rOomp Off wnuryfea"c"vevee G,11 n^srtnn Type Putt,, feel fen nPetty e.p.wr.p vt ff c If fen frw r6t. It , If ree a"um.e. .ev"de distance. ". putt 71"). spu ..wurfa STSERN e yes •a la f.e.sth _3�_ annul, If kdn..�_ ape afle,. W o Tiff depth t. tap Pipe: 4' .umber feet I. enn er ,. F1.1. 0sd e.0.nr.®a.,� tivhn of fan, fan w Number er Of e. building: d 3P' a.emde diet.,.".. an wot p1m),ava •,se.hce PIT "led "" ... If thp. e, anu batten Of tank. p,n,t. p sdde.phnr. we R-1G-8G .,.Pert"., ueann e.hef _ [oowxuxEA ¢�evoxa INSPECTION PEPoRT FOP' Epoorrwxewo wx»®nn PRIVATE SEWAOE SYSTEMS x wl bOmen.e....n.... ❑Xeltlinp Tank V ^D In Granted Rnsum trvry OMound LuJemes •A a S. Herbst On• Stlllwater, No O� _"ei�•O / 16 Asn •n••.p"We709 ry •.v Bri En 1Bectiav 28. T30N-R19N, Taw of St. Joseph .n re nine a•.. y-St. ponaviv Sduoitt 3205 cro1x 83863 a•... �a.,....e... •.,..,e•e... .w,nn•.n•.•. Lot, ONOH 'Cne9 n:i,5- "�j •"z LEE Or in no a Drvo 'o.Et ❑xx o�E: mo TR NO UME ON AND ii FEET FROM A JMFTFMT Of ,a xx TONSIL SYSTEM IIIENcx ..e �n ��n., ..r. �.. .:�. olMExa 6xa / J r...., G alT .. n Lip Annr G1aE �Oniaa.rve Pt OrMun • eenw Ind ed unmm • MP, POOL me unun Or the rill m et iY O• PROVIDE ADIAGRAM OFSYbTEM Ountl I MAO Oepa ad q ONREVERSE SIDE. 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