Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
040-1322-11-000
INFORMATION PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT( TYPE MANUFACTURER CAPACIT' STATION HI FS ELEV .Pu S° 13a Bo m ".n r Alt I I too.0 Bap ...r s S1a z Hon�.E sum Na . L.x• TANK SETBACK INFORMATION SANIw"I TANKTO Ph VRLL St Iwaei ROAD ql"n1 _ %Pac OrBN,, 11. 40 OB.mp >50% > 50 Zy' z77 — H..B.rrM.n 2 111.2.0 u _^ 2 6 11 20 "MI"a Bm 3.�d Ilo. PUMPISIPNON INFORMATION ll Q/L,M, r 33.39 n M,. ., / M.nma""r Z« r IN /52- —5z r a[.-..s1-.-�s 5.21 .3 /e M,NNIN"mwr G.t° . SI o94 CII Lla ®!" ni-% SV,rem 04} ,13 Fwal Al DiannDill 1., 11J .T newmill NB Namp. `62.5 'z11 01P..r"F.�.ql A SYSTEM TO PM1 BL W WELL IMFJS RRO" S"°„ 23' 36' OS' V " .�....,, , u I w 3' NN. aP."". 2.03' �.q Nr. _MZIL0r9' Tx ✓D4iA SOIL COVER maCs"sonly ++MAN or AnO"n. a tell omy [Sdff�..rnc "rlt. ® c'cur�ueper %dZ rr"? wwm I Z i1 Two�..wn�°n� o MM TS�,IInd cope �'yp¢�!%���i�ni rC, d��y[1 aa3PaEAtcWMHI L nO L'TM1 �)/vsGY I°.P.awna"�LJ e,B �) / / 1-y rluaM o..,Mlan.Frlk/Cvw,r *P)I.Nkr mA,.Hd ca. kLrF F+ 2181% rnnKn.Zq' dEiHd aKN. USA Mo owe Nr.mm°ne mnm"e L5 lis Zo C l T-en v �•D v"ry%T daov i Salary and heligs p.m 201 W. WasMnBbn Ave. P O Pox 7162 mry Pvmll Nm (fo by fiukd no by Cal JUL 13 2020 m I"°�" .: , )°'-'1es " - ml(APP1 q� ,.,,...,,.. N.ml., 112)w.Adm.ems s,nmod" ofw.e.nlm the Rr+.nnme"•<mmNll,l An -oi]uD14?o-L [P..tv nreN .«n1e."aunwamy Is ape p,"� :°,"e N "Mr :oNlv,o ls,.1. nWjY 9pL6 r'Flc� R _ 1 A IUNoe leeP"PlouPwlAll inleemW"o _ Nov, PmPv-EFFleu". "'"EFFlzty }. t(CL\S'TI CGR h1nNa 040-13ZZ'IZ-001 "'* 0111 1 Making Addm, 735 F2owv,IN6b 6 C �... Stan, I0_ on.smlo _ -- ..N.L �.. kcso) wl stiol,b T�s N. R_��iT'Na,,:�,, n. Type erien2aPanmxtlueatapply) q(� _ Y ✓ ❑Iw2FwtlyIMILry Nvmtreo(B.Ym I Sub,L °"^ o" ,J.,, £ 7R,, OJE RLOOK ❑P.absc�..d �avNu ,.,o ue ❑cma ❑sm1.0..w ,, .e.cr Oalll.P..r _ Io93S .S*ove" it] T unemu(CbnAnnl)enebelen Lnea rumpin<nnenfl PW'ae1a1 sr.m ❑aml ,lm,w SyvV, T.uu."aN.levre TwRvya 'Chop ❑almmmo..n..m[wulysyuenU.dmn1 ❑- P'.n a... p...Rto N. .7 Na d Me 1, I�ina9 .aaPmm" - IV Type fdy amocampt...wna Cleve all lhnapply) — oa � ❑N, m1mn . Onmmn � ❑A.oen. Om.."u NM.w < ❑HoldingTa2 L. V Oh mlRrtaunenl _ Artal"fmmaNan m�,r No. find) gnSol Ron(Odho npP2 R til 0 0 40 N,.3� u..5 0 XI 5. � S a, VL Tana Info rye.Nfivef - VII Re aMIN llnemen41.N1.0 b Wine F mPRNmuo G =z4z 71S3`ISB VniCold /f1pattendant Cun om/ pouveel y' IL APpmrel al .j`..I..S - yC 5x.. B•y I'up�f 5IX YSTEn (lµryE 1. SepIR don. Monfien / a�G 1+a�+uS� e➢+J S=I-(pe21),�'' eAuml {— dispersal mil must xrvdRyLrPRnU.'Sd �k$�a.oieli �_4I Wfbh Mk i�i�u'� e w, mnea.m.m Can wo.aedr wnmR IPM-✓+ a Cacho xveiapn. r. W e1.... med .a ....... ... an, (r) a,' � µ .A,a(.e1.1 5 , ) PzrP&-V SH m �Y •KNdysaeG/,.b...p �fAy b'ryy yn.k •4.` • Lw.EAdp..p. sEYf r: 7e •FhGs�. P PM•ardMa..d•e,uss;ree.»' �<yytGns'P.'mA°. i19ffHa.Ak Mi/F'. W weJ Sla •KaR WG'FLA.S'd:•/bC. Sr4M<fn' W.T�'<K SSFM .Iu, yq(,p'S[91doY< :e4A'Lnf+.v,T (�le:/bfb•E4n kdv b.e l/yx a•wiA"/Tea ✓M� L1»4+Ny3(A 1a m./ k.FW b¢p JvCF`y � kee<d+t a.q}'(�/prht<n/f. p ic <n;.4,.s< r arrrey„eor, ..bn:<...ev eenftr,.ebm • da\� 8°�•sG AsGkweC Cflb-v—t •/Lll ,,t PAmc•8b..k//R •d Nr `R HAiMMaW154&0 �grg ___--- G July 12, 2020 CONdnDNAEAPPROVAE PIAHAPPROVA1EMPoRE5:2022O7 12 Man Rerdew: PWTS O72001428-C Jeffery Fox 2188100e Ave Dresser, WI SITE: Ief" & NdN Cemahws 379 Peaceful Hill Rd Hudson, WI W16 Town of Troy St Uolx County Parcel 0410-1322-12001 NW 9SEN-519 1%HIN-R19W PCI DescriptionMound Component Manual -Ver.20. 5RD S BMropm Mound-250 GPD - New- IN91-P)N 91/01, R 10/12) Pretreatment-15- to limiting factor- Pressure Distribution Component Manual -Ver Effluent Fiher- Mainenancerequired 2.0, SB0-lOA P PLUM,R 10J12 The submittal described above has been reviewed for conformance with applicators Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED This system is to be constructetl and located In accordance with the enclosed approved plans and with any component manual(s) eferenced above The owner, as defined rn chapter 10101410), Wisconsin Statutes, is responsible for compliance with all code requirements No person may engage In or work at plumbing in the state unless licensed to d0 so by the Department per s.145.06, Hats The following conditions shall be me during constructlpn or installation and prior to occupancy or use: RemiMers Bemuse M maMMm contractors with a MWTS MOMfalmr prior to purply accept SPS M.Vf11ic1 • The site shall be properly Prepared prior to plowing. Any grasses longer than 6"shall bu rot short and removed. To avoid matting, any famous or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating apulpment on the Mound site. If necessary, use only tracked equipment, during dry conditions, with minimal Fortune, to amid companion. • Components and sal removed ham an normal drain field shall be properly alapoaea of so that them is he Oak to public or envircegnerdal health. • A sanitary owner must be obtained from the county where this projW is located in accordance writ the requirements of Sec. 145.19, Ms. Stab. Inspection of the pronate sewage system installation Is required. arrangements for impecton shall be made with the designated county official in accordance with Me provisions of Sec 14.201211d1, Me. stab. • Astate approved effluent fitter is required Maintenance Information must be given to the owner of the tank explaining that periodic cleaning of the firer Is required A 1211 of the approved plans z enficatl n n this r hall be an sitecombustion and Ripen to inspection I authorized re resent f whVh may include 1 inspectors_ Owner Respw WIMR • The current owner, and each subsequent owner, shall receive a copy oftMs letter Ownerssnallalso receive a copy of the aparoprae operation and malmenance manual(s) and be responsible for ensuring that PONTS is operated and maintained In accordance with this chapter and the approved management plan under s. SIPS M.SAlll. In the event this eni abmrphon system or any of its component part malfunctions etas to create a health haaard, the property owner must follow the contingency plan as described in the approved plans. The owner Is responsible for wtmlMng a malmenance verification report mourpo able to the county fa maintenance tracLng purposes Reports shall be submitted at intervals appropriate for the componential offered in the POWTS In greasing this approval the Division of Industry Services reserves the right as require changes or addition should condrlons arise making them necessary for We compliance As per state scats 10112(2), nothing in this review shall relieve the designer of the responsibility for designing a safe Wilding, structure, or component. Inquiries concerning this correspondence may be made t0 me at the telephone number listed below, or at address on this letterhead The above left addressee shall provide a copf of this letter and Me pOV/!S management plan to the owner and arty others who are responsible far the installation, operation ar maintenance of the POWIS. Sincerely, ,%OjIwalli'ok&y Joshua Rowley POi Plan Reviewer, Division of Industry Services (715) 813 9111 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN ReeidenLeI APPlicalbn INDEX AND TIRE PAGE Pmpn Name Cemolaua 5 bedroom reeMemeJ mwM Ovmees Name Jeffrey 8 Xmtl Ceno wus O SA ms 735 Romaene a CM1, Hudson, VA W16 SIM Addrxe 379 Peerable HE Rd, Hudson WI 5Y016 Leah ceecnphon NW1/ISE114 Sec 19. T 38N, R IMN Township Troy Cwnry St Croix sube n Neme CSM t1 W3533. VG 30 Pa 5737 Lot Number 1 Back Number W Partal ID Number 040-IN2-13-001 Plan Traml No Page 1 Indexand We Paget Dele entry Page Mound drawNs Pages latxa ra doee NO anoe Pages Spaxammamag mamleneno tnelem dons Pagel Pump cu"anement bmcftafin Man Pagea PUmDaarve and aPecmcmbne Page9 flit¢ Plan Page 8 ATU Agneement Canned Page 10 ATUSerrce ti Pape 11 glletled SOY Emanation Remrl Designer Jeff Fax License Number 323243 Date0626I20 Phpe Number (715)481-MU J sipnalure o De.19nedPwewmwlM IbWCon�Mnl MenPoWISVMim 3039RI0.N1f (NOIAI,N IMa SWPa96 Design dFMuDaMenexan rd M1M1)NN Pressure DWMbutn Component Mrrval Ver 20SB6107004` (N OIMI, R 10112) VerWn70(R 11112) Page1of 11 Pnvate OnsRe /A AG ATTOx FOR REVIEW a.b«Iww.- Wastewater Treatment �,� xoTE areoo.lia.lm.Mowib.�a.mrvbowb,..�.a.n elllw.. Systems PMb'/Lwa IS WOlmn sub l OMabnMYquelry 6ervWc RambbF-xw PmntleSbMdd Uw rere 1 r,o�nlnlnm.Mn�iYINxl LnmlMoimelM RoM«51b Wrm f ,bN bubi. IM,bI a &n„a PN.n (r uxrvTl. i«.>w �T iafl M9Nw.LIP QL9 eEll<. Sc19.I Im IS Tn. MTmv. 91 Ons fn m eM a..n.,.n...a a... blrlN M,uppyl cena,ebme, t, z Wdmb enennxrp xM pSuIs aMMnpie up ben xlEna b w9lomer 1, z (cnm nwmer), clam. Num d OHbonW kduMry nrvia FweamM bt NlM1oae Tlydr«mxl' Pin 41MTry tll: a..q,.e m«sn,: uYNxJpXu Wlmra„alwad,x,.Mb.- IWeb. l.L,w. MYWYu IX)TE w,wwwlM rlpMm�.abaen. [Wl.bugT,reNFaN nernnYw rwr«IImw. EMd mmrlb eerm,.m�.n.eIIM,M..n N.11.a. ».I..aw wY..N oars uc,00. xl.. onxs ma.w Dare pS.Ix Wrc,�P4 ]9z.xciwMlW , MMvv91 xl OFw�1n M1fc)T E cNlw1lrv4cVu9 we.nwsalNlw FaxX71M34n,M I82 SeD9W Emau gn9.Wn5eAvlulebx Fv E�10YB1Y1 FN ]et3141614 Fnmlt m.11 w�y� r a.miww..r o-w,v,aN+.n r.x.. a ❑Check bocrol/m�d'ce//0ugnere below MTuhllaexT olE r U fl UIO.ttY DYgMF.IMN..S. 14/N., •SFr �el/s//h SmINn M,mb ®1!W ®.ro[4 Tmirwilxlxll ❑CMwl ❑Ttl RepYurler.Gq ❑RIMACBBIf ❑CwnrwiM fgYn ❑YVI11w4ry ❑wxaf.W Fa. e»rerlTwFlal xbre: ewmugwaYMeNm..mn.xrnnmmaxmrM mdxwwwm. drm. a..w pmr Fm ❑ MYenmprarmiM 4WewO WP mw ❑ MI.wII.�.R.r..R..rM...gnq.wxPmrt.rwd�a..wwmna. o.www..Rsw m.p.ux.a wemP..m.l saom. — ❑curpPinMM OF uuMl4eereeLre&mP9 ulMavw.2mw. nP ❑aP Mwd Vw 30,8 IM V13 WemwMeabNl YmF %mIPJPnOfPlmI P.r )p ❑lnMCnMMapl-V30.�tS(Kolm R1W1E) ®Mount Cwquem MnuM-Ver 30 $BptUplA lx O1M,RIML Ombm Pw b/ OWbnnyYn.Mxw,WMpcpW yyebn ❑RwuIe ONLIDUMniCwry.MMnwI�Wr Eo80fO1W.PMOIN1,R 10'ISI Iffi 1,gggtlwbw 53•A.OJ � ❑OIw.PWa ply pP0 IpJt-&OWp fY4W ❑SrIBw11NIrNI8M 0mp�' qp wimeTMve mrpwp.e my ❑mO paraM'epv..luMera5P8 ]Salo 61wp1 ❑NmPmuioalnswM pma wd mrw+m wmnpWd ❑PswollrrywN V4eftdw P'o+apM CnYw Pw Ery ❑UAPro BnveeW.W xfw olM>aafeLMm^. ❑CCwmuM1' Qx mW gpwbmbeuprllMmeM enOBrgMlcyrre. In eeepenm P'O .nEomMbrlM prPletl,eM eNNeµporllnpOzrmeiNUM+eWbe, leel 2I,Wi-5O0W SMw mpob. whn"peg. Spq 9mMn5=pq mW0 M wmb mm qM Pwr soon app smw.Pm mdbm o..f. rob.Mm�m Pmrmwh Mp.w. oMera sys ❑WMYq Tart CmWrweMuul.Vw 30, 88U10tlyP IN IW)0.1113y fV�.MeY�F Jaxm rzwl u+p.......mrlamu. �n pryvlepyp. 'rYwwY sri Camw®IeM PmNru'MYy4maMaar.tlw Wlutlensry iOAwfw� SwW vm llewan NnbOmgM d4tlenYW pYrI pYYy m.lbufmiblble f.Wl-t0 mbpb 3180.W — grrgrlYgr.m.naluMbmv rsNdNapgiF.nl lwe9 dJN8E1Jpp RFO geoew lO Vbpy TIDW OgtlRT'naeu.nmrt seenWm,OS Memwm,.aMla.tirsmaW,Ga InM9 uun^>,dl^ptlYmwmmdiexm wc.l pM WMw-awMn Ps xalORl w(JI FlewgwN ORbna M1rM M1en gwe�N. ddOw dR 0a/rmrc 'Wa/IemmMmW 4e pmrbe]melbgxlM TMW MIM pRe¢Ineeapareb YamleN, Y1wW pMwlMWsalla.eeWbn0. mrtrePoN.mMMalggn, Ma II eN['a.em) 1 -SMmbm sF01O.W3pq f ON 8namrlxan lO,Wlpq Nm90w ❑ wlBmmMOpmmxmRplOwibabdmmrpl�l ❑InbmaE'y0.smuuw mPW ❑IM.dwiml inmala.rmwvwiva.l sbnlYb.wm.IwmnmWwMMeMbrYnhwl Epmwa Nnn.� xmPmwapmrx.r '�•p'�v..r... wbnr we M mr.ax.brN 3 am d lem.i S 10nlRIWS) ^mb Rmb+ldror..�re�r.l.r«r wMpl 3 aR.rw lml.mmmrw.ax.rl 3 � Mound and Pressure Distribution Component Design Design WorksM1eet Ska lMarmauon (R or C) R Rmdamnt or Commamiaal Dei ran Smmmlmnseur +• eAo.m Eserni Wasawaler Fit(gpd) Travel all Si ever e ew 166 Peaking Factor (eA 15=t50%) eWmlical rd� ]6000 oei 1(90) tier Site Slope(%) 1WA6 Contour Line Elevahn(fl) 16.90 Order b Limiting Factor (in) 0.1p Ii Sol gpplitatrn Rate (gro l Distribution Call 10fomY W n I63.60 Dapema Cell Length rdong CwMur pi= 600 Carl WMer(1) Igo Dbpereal Cell Devi Loalmg Rate (glai I Influent Weabrvater Quality fit or 3) Aretheaterelserehighad 1t in ere tlembulon EY f Prepare Dlefl O on ldblmalbr nelWRki Ehei (C or E) a Carter or End Mamforl 300 Lateral Spacing (In If N above, enter the strew er 1 Numbof temrals I tie nghmt pant. o.top Canoe Damear(in) 3.m EfOrnaae 0rnce Spacin9(0)= 6060Inori6m 2.A0 Forcemam Dlamear(a) 60.m Fomendin Lerpih an time ma foromoin dram becks �Y W.OS Pump Tank Elevemon(0) Enter Y or 6 55 Stamm Real fie) v 1 3 016 Forn Orambeck fine) 13 oD Vandal LA (e) SS BB mmal Sxvod Vome (m) lu 110 Fromm Lacs (it) Bel 03 Minimum road Volumr (pa) OAp Infxe Filer Lore aft) n Stuart DerrwM (am) 1 J.J3 Trial Dyremic Merl in rwx Ba41Mcap,anramr BalaMlmdrolm n. die. dram I'm 1.50 200 300 00 GeIbMmM1 Gkuamr (op0mag 700) lam bnklnlmmmon 0960E Total Tank ingmoun (ge) >001 ]00 Sr crank Camay(9011 1500 Tool Working Lpud Oepm (in) WlmmConcrete Menuacturer 1563 pan(anar refu0 in call Bear Om Tank Intermarket ERlmnl Plead lna m BB6.00 Dose Tank Creppay(gal) 1 Tack Fl0er Manufacturer 63 Daee Tank Valentaan Nn) STSIT:IN Flfler Model Number WeimrifiCom3ea Manulachmr Protect CemoMm6betlmomreskanallm M Page3ul 11 Mound Plan and Cross Section Vie" Mound component Dimensions 08 in 92,50 D S9001 G 1050It 1 1A 31Oft W 2522ft 3y500(ft2) Dbpersal Cell Area 13M 671 (Re) Beal Area Available 1200(BpdHll Linear Loading Rare 825(ft)1/10 S Obs Pape Placement Mound Cross Section Vim AggrtyabD devdw'Area F'eiaSed Grade 11129(Id G IK F 0upreYcw 110011,)lamml low •I InvM Oaparol Cat Ekvesm Q D - Ca l 1 75(R)Contour Elevation red %Sus Soda Gooledle Franc Con r MraElnp Key y$.l Dlspersai Cell Seewoui Mblrson 01 _ Topwwl Cep i 15ft Y Pow a for nurw wee, ©®Subsoil Cep and pecnBo/lennls. ®1'"%'.I ASTM C335entl 5e,1_ Lsprmsare rnIn@ ®Til Btl leymr 0 % i xa alenit F 1wriceread anlne ©®Agpmgeb _ 41 a d�ebwbdive in the EbMbulbn mil Qlvel PrgecL Cannonade 5 bedroom rendendil around Pagi 11 End Connection Lateral Layout Diagram e.«P aw...anrA It x-+� miana iauva M F mr w anro W" tentativeLtlwlflw.wr.Yr NI PVC{ sPa T1b 1 Numi LabttNs 2 Dnfice Damme. 0203 Lateral DamHn 1 s0 m OrRice spar B I%I e Lateral Lot IP) 609011 Ormond per Uleral 31 60.50'IanBro Lateral Sm gl5) 300a Oul Deal Lateral Flvv Rod I669am usamfolrl Lenoth 300a System Flrnv Raa 33 39 Bpm Mando d Diameter 1 SD m Total Dynamic near) 1]ntl For¢main VelWiYy Sat waec Doi Tank lnfornintlon rryyq „rn..mm eemrs.swr aec woes sls 31e300 war _ T.k mrgas. eortMM1wYP] Dmensnn i GoonsA JIBS B 200 c 41s D 1200 10010 Total as an BBa Alt Mean Manustadurer SJE Rhombus Alarm Model Number JBPIrXL Pump Manumuturer Zoe er Pump Mmi NumberBN 152 Pump Must Deliver JJ 39 Ism M 1]]3 aTD11 propq Personal 5 oeomwn resEamail m M �' trusts "seasonal s in syon a is al yeon owns dere switched ppntammg mercury may nM be onto In this system pegeeW 11 Mound System Management Plan PonummbSM3630,W.A .CO Ammi TMBByeIYrlYYlb[Wrelaf In MOMPAMMm SM M 54 WIw Mm C[ea, eM NaII111mnWF In Aanaarm HM1 Am mtpanml manuvm ME-Wh01R IN 01Nf. R 11112J. SSWMP P lW Wn 96 PlAr11 And PMrvre Bry umn Cpmmunme Wnwl Par 20 SI No laor a Amid miwrorxere core¢ wMlnlnprosnYe m may on halt inmmnen® remr h 10 Npap ¢bun Pump eMa A comc[r Pumpbank0 •locom"whom umSAmay ea pmNM mrtmancomaaedM1 S s ertlrymp Ynhebnapnmenl¢Fallae In •wlWnmwxM1 SPS]4l.]i. Wb and Cofe Men MeleMem nobnP' uxa ns PONT9 mmWw^Y Banco;UOr mlPump WnFinanbm mAp,Mm mom Wmmn the ltl 1p0wfor l Al aghtnewl, de epwNaza Pam¢mmega Used tr fa,w nugbe rt MdlvAbwbavnleaen, upm rthan8l[nmwwb Myegmnencunf yan 4FtlINw AudgcrmleiWre manta rmlO[xa Eappml mamapenireepraabrmen SFncMalnahnwbr BM1W EAm[uMpyen cNmNe bWnA dev¢a to pnrwd vmltlmnl or unaNM1avea enYy inb a YM m anryawd EmYCIm ThhalWd nkaM1Ylwmm WEyen IRI13MBn YakMwemfl[YnM UMerw2c1 iB, 51N TYaMmYINlM wills urM AM1VYLe amgeMalk vmNwmwlP HR 11 J, Vfia Pbn Cook, 1MCpen4ryaNANM 01 x'e egE[4nk W aYYIWIBnaa®Be wawa n YmlanwewryJ Wem FY banpetlmn v TM1e pNWfXweMxOa tivann eB rlY.yNrymmwleprtpeo(aMbn ThAfiNYudrtlpe vAwtl nd4a mmpmi unbm pmlapm .Nma•m rebakmwmmamaymalmarmrenpnm. me.wrea Wnm.afwnMmm¢Pm xlrenMrenwmmm Mm.n.Wm.aan w mrvmtlilmA alarm laemnamJmmmuoudY IriYrmamntMxemlmems/Mtllgp augePwwen McMiry mNlnupq eY w0 iM1e ae{U[ bN eM1NI M1eve n mnKMA rvnwy Msn IM vdume of • W 6a Md xvm F 1M mnM ekmeaB 19 av II[wd vo lawn f l tle Park APlrerd SONI banks anUP areMmrovMall MaetamannWewumnl,mxnrewrmwm� leNll vevlaelM wnnrM Mee ma mnaemmnmeemM panwm.amm.mmY Mae train m.Ammmmum.na[IwAe amP 're mama cow bay on M elprepxalur Tnmml aaMNm lc then kgkmnhmlmlmulm kA•n•rxsr mllmuYm Xwawr,xWNpYOun. arc uae] may ehal b wmma M emllc InX use b/ IAa Cpaamenl of Cwwnerm Pump Tank TM panp IhanW Isar WIIM nawmOtlY INalanga.9y Jyw RIaMMn aYrma, era WmwaMYb WeEm wmypgw aperggn HanemuMlRM4hxaMYwNxmebarXaM1eM bimpexea AMwvXsaunemsNry Npbew wNMBNaNbaaaM AntlamaM ��MdP�umPlOdbWmSwxm mwM'epemslY,wmempxfeMllM NYIM vntlmuNfeunimSwrypprwmeruxnenaYpwtle ¢wregclepbn ham FW gnprai[n TMOCIdIYrmvnlm- Npdetrn mNngivrol an IM mvrvJ Y M Ymnl[enM f ism ads con W Y[n meY M1 IMer wYtlm d Ne mdMfim anlam MM1111M MOW the howly muINN as PMedlm formmA%„S lnmlmrnlrmlw CafwmlrerindaldbnalU4la'{eLmaM aibYaallM mphemuwxarim nthin wrml Comm may Me a�220 marl -MC, 160 MOL MS. AM! M wdk' MI foo ror may amwm 01W l We,Wa LTSS.IDMAM1fo4.andiTIWMLWhghlyaeelM•Tuem Inmvenw m.rnanmM mmwunamgnM a°ere bprommr• m.tnwn[mn m ,,p a* W r I. Prwgw wm. wanks vem n Ina and of each W col. ere Y en a•maxmwe cox Nm Iwml b nann.e INemmmxm:ale.nrlmmmArr leammM wrann.ere¢ePremnmwmmrm xNWleMmmwredmm. xavYm wMn ao Ymwm 11emn.am NMmIw xpolka[I[{gIry n.¢awa�Naw xwfi®ckwnYIs coolWearom.mMnwual eYhlMlm wition the dlalm.re.l mF enNoenaa.•mwys,6, xaBMwnF memeran answidere nanam.q Mymwmmmwhom addI mmqI MarokwmellMnla•mllrlM1amm.em anY Mxmmmmlmnre. mM If AM k bank a any OF b mnpwsnb b O d•Nmne the think Of mngWcol AIW b �M[r IgYma An Few the mekmm proper y d�nalank, man pump mNmis alum of YlaM wmry bunco b life dHMem vmpwYmlvl mW h'maam" al Of � wan a component of Me G� of wma Plan mWNmn[pxmum m womert"Aami i Palms to dM�gexm WWMe gmm•uR .AMIhad cop or WWW m&pa nl 1p Iry ax sing nasal area x AM leakage pmum w by mmovlry ol[mAImIIY CNg2m adWIWdI M eN al mealy Am MWWdoona..mmPmare¢aammmmmBmawn.anauu.rvm done fm•Y•WnlmpvYmr pperellrq[pmlWn sw pw• s m m m area ror m• nm• .ad lelpba• wmMr a roar m[al powrs reAme W .m wow vm•INa munft TOP momentum and e uY armenawpemml and ma4pim n¢bar pe W"DdaeAlw Such an ewadk lawmakers units or danmwan farm am~W u mosamed a0wmvwam em mmlaema Mom d me vnM mnnert Pennbar the lri PrOthel Pool 11 OO CONSULT FACTORY FOR SPECIALAPPLICATIONS rray.wr �'YYYba wtl��naiW treY..eV ra�.r.n.. ' Wtl.�pM1L.�bYYY�lIn�.wN bnllYb�b9N�a%tYend. • 9. W10.YHn aitY b aiNa Y W as 9.. 151110 sasw omomv® We_f�eL�ee[J<�fII� W W f.:)eeL'�eJeeD1 wr sbur�i��rtn� r:;i eeuae�e®� IOfN UIINIOC NEVMftGW FBIIBM1UIE 9p1BR/IODFY/.lEeelG DOOO�DOC� o0ev00000 000e©0000 o®000©oo g®ss0000 omasas0o 110"IN Models M1153 trawn..s.wra.w..mwauabwwaa w nno waewN.absn. o14aMm .aw RESERVE POWERED DESIGN (/� anwamr{rebrbreme.y..wrra.yaa..rma.w+ efeTws ft Nro.w•..a *4A 6M. Y. K/eLsb<F. ! evr d'CiiaA.n � �AsdA'w.da.l6uisasl' lAAarT�4I(Y/N. Fu....d<w•/ems w<'a cl s'a:y.m./.✓x.4nr.l:'n K,Nan,.v.sw.r. Svr(i4.lM, •NRAi19-.<0✓1 %•</ «'i a/MK'�a raS #'Lnle�v,( 0.ybiNHm ✓N.m </!1 N✓/y!f< b}® �ha✓.b •e M•..aroww7w"p/Fee � a<.r�lll�E.Nw., .i;/\ Y.uJ.e {.af'[a//e-Flw/1� ��✓T�.T•C S:x,r6....11 ro' "w 56drm... �` n4n undv wftrmbn lnxl-j otil <l�Wt b.y .bl.•/usf' Aul q.ln, MIT W700/700/900—P BIO 750 GPD MICROFASTA 0.70 - 34f 48" sr TANK SPECIFICATIONS q DIMENSIONS: $21 Sp}. WAIL 3- BOTTOM 3- COVER 5' MANHOLE, 24' I.D. PPECAS CONCRETE RISER 7- ---y{— -,I HECHT 78' OD y r LIE -1 N LENGTH 145 3/8' OD Un no 4' CAC CPS 4' WDM 791/4' O.D.O.D, y M I I BELOW INLET 85' OD.LIQUID Y0,O95 T o KIGIGHT' LB95EPTL) INLET AND OUT -ET \ J61 'r I III V CAST -A -SELL (CAS) BOOT ON EQUAL INLET AND WTET ll R m 9 L _ J AS SHOW [ d 35' uWlo uFaan a29 OAH (SEPTIC) COUPLING M 1229 WL/IN (8I0) H� TOP NEW 150. OAL/IN (PUMP) W^ C3 LOIIxNG DEAGN8' 0' UNSATIflA1E0 $N.LCDVER, =i N O=w MIX DESIGN 0 (NO BEEN) 4 KNT TANK MIX DESIGN 0 (SMALL FIBER)S' y N a� SENT r xEx7 CUSTOMIZED !WO o iOM TANKS LONTA ER CCH[REIE pt CUSTOM 3 �n I I - III lil II s 3 _ 8ACD g DRAWINGS SUBMITTED 8 R ^ FOR APPROVAL � SHEET NO ,/ TANKS ARE MANUFACTURES TO MEET OR EXCEED C--1227 REQUIREMENTS I FILTER BODY FILTER SCREEN: 35- PERFORATED METAL 22 GA, STAINLESS STEEL TYPE 347 WITH 0.062 HOLES 1761 2382 18 1/4' NPT FOR PRESSURE /ALARM SWITCH (STF-101) � 3 � e I� 0 pio rJ PARTM STFI00 pATE� 09/22/06 ¢ FE NATERIRL REV, A o DAPPROVED BY, ESERSCR BT. JASON MAY IPIl@L EREADY RESSIIRE FILTTERR Bm W Thu mdml0ly, madeby "mwef eiMNev uw.e[mmeb intent Y a PoWTSIFIvme Omfb Wm[ewe¢r Thumim[ Syma) miYninS rtBYler mmha[Ng and mabmnmce b eccmdvxa wIN tlm mnufemamn remmmelded Rmw m. provdww. Thee mYam,m muu EepMvmad byemmuhvammNvized MCM Co WdUm Dal vdit lc[metlpy 11w 5mma Waoreb b perfdm Nm[ [mvmm. 111C 1101 CmW1 Realm Of shellMaaw btln epvbpiele Uuvmunenml Wt6a. INbm•WI 51016 Unftmrmoe byW Unhurtyuved byW mAAnwhYive C[W Pmml NX. OIP III 3-00 la J� Btr N CSM. R p WJJY3 VOL 30 W 57I) NWMEY Sa.19, T L N, R.19 W , Tm, of Tmy, It Cmv Co., Wl, Pmvl X OW IJ3E 12L 1 WWIS UESCBIPIIGN. Wm Cmoem WmkBbMmm "m i pm [Cmamu, efflwv WMmnJ RmlmbaaplmNwAMwal Mmvvml,0.SB61091-PM0101. pqmamR. INIl) OWNBRSIIV R]GIM AND RBSPONSIBI W FOR MW Papery"^'+'Ter m d,ww hm& mle o wafp qbm "omn D nspmmme br lnweinS impemim, opm a n ma num m =a Pow ia,[.ermml 10.) m.m 1 1a1 / iW'tl 996B9B1�w. Ma,lunw bme b W me pawn ma sNe fvagaing�[�`BW�nW��fp_wb MyC mim8[Wm. %�•31."Ji Inemmm[ DgBe4>3y' 1wiY Thmnem 9.?Wd POWTS SERVICE CONTRACT The p[<pw opmmm m mewnowa d ow mmpomob bmd b[kw MR sweiimlly v0uelm roe Palmmmm wak2etp¢Vw,yo(IbePoWIS(flrvwe CEyw WeMwbtleYmsl Syum} Thm xpmommmnm A.CCS<J@Sm ENumm,LLC pm9oM(Svvvw Pmvtlm)mdw6 r[pwmmmer®mMeroWf3 wnpwmmdueMgwgulr hwie�hvesmpef rtmW mgpmmumW m®[ mevumwceoflM1om mnwmmtl u mm[6y.Wwdby ma6nw®owm w,a smrme mmav mu m w,[mmwwn ormely.emn woridN fw bman, 9mvm gonh[ wJl p<rtle a mmwPo[nov PJetl N $wm lµmsa ,pgxlm ro pwlam penoG<mepmlmm oflhe PoWI3 <mnwmmmuwl fmA bbw Smke NorMnwJl p[pve e wrlpm mem[4m r[P)[I eBw mcM1 [pm[Im [amm�mB mry �mmmwdmmw forlM opmwmL malnlenenm, soda rtgn ofNe PoWI$dgnMygrtgXpe by lhe9mu'c Povtlm A<opy afW rtportwJl b[pmvldedm Qme[mdge �Prmr1ew 00venuoeoYl UnO Sttvice Pmvav wal [apply eddinwel ewvweq pum, m lebwmh eMmMONwllal bypm9bew Thmxgrtemwtdw na evwcmY rcepwuibllww or961yxuuu tlW m n«mNgdampaeeRJhke uq oblyx6me afAe Ownnwd daa 9a [9vwmry wem evocieOtlrMopwetim, mekmwiw wd w qwr of@eroWR Nmeven ehell9avke govtlm be lmpon[Ibb fmmyrp[W m[auequmW mme8e[. mcluamg mmna knlW m, bm<fmne, mryry m proem mp9pwry,w moitlmW wannk btl duo m cOmpmem albs fw N m[on wbmmrw Thmyswi A ee.mmWmly,me...am[ej li, Only�Jmuymbwwgwxb 3oeq•w�mw mum Thmeppmmlmyba<elkaMn.memr JmplmM.[mrw. cmen xLh n<tlx mrvre pnvgw ®pmmd m Npwl ma memwm IEe elcah Po W IS <mpwmu m quemm Pmclimm[Dm[ m Iwy Smnm Pmndmtlw aim 9f�pw imm[Om. Fwl<) Imp[' m wvll be p9rmea ova tlw Blmlwo-Y�PMoameumWl6 umrvels Feymw[fmp[fpw(mvmpntiwe Mll be m[IWW m2[mu ottlr PoWiS dmlpi Ooe(1)m[pmtbo pw Ymrw�O beu Iugedlbav�w�A will Im xpp ebtiy mowtlwmne oc(mwwwimplo medidwplolnonelmdimfWem@mwlwWigmrao6(J'owded) m Iw MW nE6 MON. Wkew Comww W] O(XNWF Bb rook whit DoMxmiim -Mw FAST 075'ms baemmm mµ we-oomW eBluwl dlechm0[ m Mom dwpwml wmpwwl mmeo In mmplkme With Mama Compomm Mwml Val &SM IMl-P(N 0M1, R. IAll 3) PoWRL ATbN 3N Pz kHill M,trgwnm La 01, CSM Lbc x IW352 Vol M. P66737. NW% Y, S 19, T 36 N., IL 19 W, Tn ofT[ , 9 Cmw Co, M. Pmml x 01613E-13-001 OWN RN &A"Mii 3[Rmy @ IOti Caodou M Pembic HBI M NWrq WI W16 A Ia.m I ,nm, l6 h7o ACE Soll @ She EreloeWm, L L C l I( Thm We Rotl Osm WI SC030 y— /L 2N? Mara mmuel ) le[omowl P[BeI BY 3wwy v,._..• 8 id ea a w.mn:. c.nmm.mm s.Nn.�NPAN.«wwsmoe. Py/Iap oN�Nw�albwnsw.m. SOIL EVNUMMN REPoRT rM SP6 m.vY /On. Cob uwV e 1a'mtlit'd N 4m. M1nmWligW SI.CM „wMVmbl Mb.m %ialmN, ylyJon utl perutYu, P.gI1D vzb wUmenean,naM WlwdnNyavbr�imr �OWI}m112W 60161}A1}py IYII rbw pnlllr N.asuw. IRab.+aq or. �M1 KM wmbn�w PloeNb VUWn maw xNase a$nTm Nbn e�mw P�ap'Iy OnM.YWbblr Wit I brl• I BuPl Nrb bCbO Nr. fC PM. x.IeNl Ocn ®h.wmnelm 4N®R�aNllw�bulsae.emm6tumeW..eesNmwlwet®roo ❑RapRmM ❑glplcommrdb-oraW . n+bn+orwmn robPlnaw.em napwN.mn Cmnlbmlmnb Yb �b/bm Bb� WmnuIq PJWIgbq PN gMMMaa/NWtlYpp)IMbY Nm.� ypINFMw abbbtlrvbWlp/PNPrN�ICfl]/' un lYl�bMFprleriry MbmMl]O WPsibYW O Eli ❑Owing ®P} CIuv4 WfiweWf lft, mORWwmPwin ILI BbN// IRVING ❑NO ®R plvMb.d.W I]gl®R pbgbFiYy Y4` j[N 7 ❑ as x� ❑R ❑m, wMuw -M1 eq m� pw -n CCC��C��C ■ •amwmn-Rm mez•eoo,>aosm.µ Me ne>aosiao.ya. •11Nd�SJM�rrbm� •fiPb �.-rN r4y '/r�L�4P • Lwr ii1 6 y .FY.LWh. ` / 5Tryr�-C...N.. MNN. lnFbn�ta Y�'IY� 1 �.1Q o aro r..✓n�.,.ft ow'ra,.x At65 •� _' 4 '' W65 rLt • IfJYrWlmb ryy • i - y' for �`� Sbd.aem .S.M rr4/ WfO w.bm aAYneY fnas9� ryb Csr-auao - 15y GPp�ds Ws nam Came opeM Mnar PmpM LMM, mramy 8 Krldl Ccna"N C vt Lot NW V. SE % 8 19 T 28 N R 19 E Ia1 W PrtpM Omels MMIN Mlw imo 0 114he BOW Wneo, B 379 PoaseNe Xn qa On CSMe L915]]Vd ]0 BTJx Cih Bdk laaue. Pnww Niarw ❑CM ❑Weroe ®Ta.n Xaw.p Rwe ®Nw: momalm Gy®geelM1mlW,Nur,4vmleyocns5 CMI Mnwtl auan nou,N mal GPopv, ❑Req'm1rcnl ❑vuelbarrmar.m.l-Lawns _ �jJG Mmmw.dGwr.m qom vWrMWNme�ObMn GarcM mmen4eM mrmrerge,wm 5 uEk MrteuMPoW18wN Ile may .PT11lwa12 emaeanM apOcryxenYaenl ge¢nmrpn]al mnMM mn.l mr meflMarns'eom loe xa Pomoo, Inee, bea.le nw. ODIN B0'k'B' ON mane Weer. el.. 10951 It aomm knell Mtm,3QJp Haftor, 0.gn DammamCdal na Re]orfl Go Az �nt b TUWIe SMrLiEnn Coruolerrya PeuMary Rwb GL91Fr EMI _ -Ew 1 610 10y,]Y[In 41 Xqr mar ]Imc OB OB } 10.18 10/RV xb4 mar px xlml< 08 OB 16M ity'" Mov, wxyq np Is,]Im 04 a8 IpaenI MN 00 0B a'iMn GMm to Ilan raaar 3'MJ . Xwm G In N'm Lobr Id G.wbilon Go Az Ae Cmi Gb TevWm Y Go Si.Bn Cv®nbna uMery q[W EMl EnR Igany ]yr mmtot 08 Inns 1Byrr4 >LBBR nnw pe ] 0 loymore fropmenMe nosm oo so 'ISameI 301 22C)mM. . T88> 91]0 a&wn1Yx=BCO ayjs]A aNTSb>bsl]0 Cama.2M'p=PnMl J'mwK Tn'm son BipnN LBTNunMr T.kdMN No 1]Nexee]a mm ]eO P.ubm laYw 1pq.pmpd K151p]pYII tobn cone relB lO]0 EMNr ❑&,,ao ®rn GmanE.uTm.lw IMUR wqn 1, kamp U00, AIn ORU 0.mnenr Cab PeM>awMan Ou Pz Lmr Cab Gr 4 5� fwuYxw Bo-MfY Fxb .. fi65Y. 'Emrl 4M os^ rgrw^� ai ErEr mm Q,of ae z ere lgwa 21atlt mmaAoe a >ca rgvi rsrn ngwrwiw oa ❑ Gvam wrMa.e. n Gwm mummry r.mr_m. �m w m.yr ❑ ❑pl G ..a.a.anw.w. n o.o,nwi..ury rw<r_m ME ' Moll #1. 6Go130 f zzo myL.m TSS>MS 150 m91L 'EIlant No=B >]o:]Am "d Tas>so:iNr •Nt#' IIT°' C Lm'w.i^^yy PeI#al.cf Sbld.oe.... •A4Mdy4)wi d-.,P •lra e^�N.e..o. • v..eld�.,n..,e°.e / Ad�za• /LyNan�W. f VIK 4•i 0.yl N/glLv� ��11 ✓VM L)!>aw✓Jp I�m.H>aW�Prow., >n. N'Tisy J< <nir4�..J4 PaJ ✓e✓O-/JY.6-aX Y Efk+nbd mb.+� ��(EaLro61c ,uY/ A«d e.Im La exmmp. w.xon W VY.IeYN.^A Bo.11Bt fVIG 9.wyeemXNW lnhgMLhCa) i01 ..PO `. iL WYi1an Nt Allll-lt6j eom IAM1 W PP $e lic �,,,w .e Te.ss(m m.7 16J9 e2'373 —C lm e olYniry.mm'Y..n N P Iwn"M�mrm wooy� ve eu MaIePITEflylld•hmelM W®) u'°�i.edsYn� rmY9...a"`re�°,°.w ikoiwm.wo ao�is�m e. 1)wl I...sm . .® m �T .. r.r..m.-er.rwlA. S.m..W. +op.nae.re x.a K CeY\640 pxedr CYO-i3ZZ-fl-o00 SEri_,ej r vop.vo...'.ud.LAeYo ewn1.® 19.iE.19. N.16 '•C ' ao.u_ 9.Yx�. I`/ .1LIW� Loupe re.. x.r rn.s: asoN VJI 5iW6 Qu.�+t j6�i$ nTry aMWlglaaY.11l .pyM W. ' yyYi"Ym neeu 9r.srrra.il-r-xwem )rb OJr.-l.. 4, k w u... G... ❑vakco�.u-m.ikux ❑cmd i.L.. ❑vY.Ow lwxi.im ❑9l o.e.a-mtNel 0.`rmeor x J.I 4 I¢i)..wra.x: tcM+«h.r V.rW u.pnlw alr.pv .W 'C VLnm yi ❑Rgl Sy TmYY1bYgT OVM W6)�INY.1 L ❑IY....awl ❑M1..Mm ❑ d ❑ Let b!n B.pY.b r .T mmwlhsk 111 ..nYOnkn Gle[k Jl 1 ❑Iynae.laLuea ❑Rm,. dlm ❑ w.Yzvo.ar "ul.nr..lsele.dl o ILIE.ITwS ❑Mm,Dl�(" ❑ I V. Ara mwm 11.y o.r.w.l.n aap9w 70 — I SYrki..Y. SB — 50 1 Y S(i SJ IOe. VL Took 4L rin Tml e 6 } g a.k .w..T re,m K q�` R50 Mk l l.Y Y wY Yw.aL..4Jw mn _ R�Ef i.l {�cX e.keli, e-3. 73242 ps 491 -34EA ISsv1 AYea Iseret Ciry.9s, zq Cotl 0. 15o C e, eSSEK NI 5'f009 vu "t x.wIL z ❑ T 65n ❑ lY R C.rJInv.. et Aepm.Ylluw.b OISAr.nl ,� r�Mlri rn evn O�meinlv�W / :+sLbB ca�oeowP o.Y.a br pmmN, sBD mtL 11/II) 343 I SEFr%t 14 Wpua fn erei N)Mlos LOi¢ll iRDY avERLtK NW'Al SEIl'1 S 14 TZ8 f`1IR 11 W `rtZbl TOWfJSHIP re"S Zz3Z' 7 t_D1 D Anlai MgKi. -rD? OF * FOC PfE L LEucIIA\ORK 2- 7DP 63A " f'% 21z6 D 561 FbId.0b 5c" I , N6 ' 4"Approved Pipe \� f11"M �— 2" Son 40 PVC D t40 1% Sbpe b � I qq? �adk.E HIfA. P.oe'�D from Septic Tank toe of mound �.� awnaa,ou.m..em�L„ MAW, Onober 29, 2019 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES 20213629 1 Plan Review Pc i101902373C COVOLUIONALLYAPPR1`\ DPRdSIFety PnD PROFESSIONAL SERI IEFF oD% PO Box DIV69 1aN OF Irvou0.Y SERVICES g Ore55er WI W15<W we, SITE:\Roa 6fE - oexlF \ Jeffrey and Nna To Peueabk St Crow TO I Town of TO 1\\J NW X � Sf X �6 FOR. DescriptMound Cons nest Manual -Ver 20, li 30edroNe 30691-P �N 01,R 10/12�Construerfor Pres,u Irlbutlon Component Manual-Ver The submittal described aboveiasbees remewedfor nfo with appbcable Wisconsin Administrative Codes antl Wisronsm StaW[es. ibe subm al as been CONDITIONALLY APPROVED This system istobe constructed and located in accordanceNdin pproved plans and with any ompDnentmannaRapere.enced :twos me owner, ar lol.wpD�.wrsrordin Statutes, is responsible for romplancewah an code reme No persa may engages worN rtplumbng in the sto dow by, the Department per sALISJOR, stars The following conditions shall be met during contrition or Installation am7(ior to occupancy or use Reminded • The mound site shall be properly prepared Her to plowing. Any grasses longer t n6"shall be cut sM1ort and removed To avoid matting nY hives Or l005¢Organle mitler shall raked up and removed Cut trees and shrubs llus O[M1e ground and leave stumps. Avoid open Ing equipment on the mound alto. Ifneas ry, use only tracked equipmenq tlurmgdryc0 Ithans, with minimal passes, to ovine earn . • Asamtarypermtmurthe Dbtaned come County where this projects mcatedw accordance with the requirements Ward. las. ,VAs.fiuss • Inspection of the private sewage system installation is require Arrangements for inspection shall be made with the designated county official in accordance with the firma ns of See. 105 2012)(d), Wis State. A state approved effluent filter is required Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the fitter required A coy of the emved plans specificationsand this letter shall beon -site during construction and en to inspection by authorized representatives of the Department which may include local inspecters Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter Owners shall also receive a copy of the a ppropre eoperation and maintenance manuals) and be responsible for focusing that POWTS is operated and maintained in accordance with this chapter and the approved management plan under SP5383.54(1). In the event this scot absorption system or any of its component pads malfumi so as to create health hazard, the property owner must follow the contingency plan as described In the approved plans The owner is responsible for submitting maintenance verification report acceptable to the county for maintenance tracking purposes Reports shall be submitted at intervals appropriate for the componential utilized in the POINTS In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance As per state stars 101 12(2), nMMng in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component Inquiries concerning this correspondence maybe made to me at the telephone number hated below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POINTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POW1S Sincerely, q�J��J�����J>,� CeC& /g6L6L�M.;4M Coca(Ebsabetld Futurism Wastewater Specialist/POWTS Plan Remewep Division of Industry Services (608(000-3186 elaabeth denickno2wriscrondin Roy MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential AonhNbon INDEX AND TITLE PAGE Prosect Name JNhey a. NnaL GemMua Dwmla Name CDA9rnross LLl APPROVED C9r0i5.1FEiY AND YROiEE51IXIN.5fl1VIR4 Damara Mother 735 Prominens Cl DMION OF INDuSThY SERVICE$ Hamilton We �t I=uaaas4k- 5M16 5gw xOFN¢ Legal Deri Ilan Ni SE1145I 9 T28NIR19W TaroabiP Troy County St Cma Subdivision Namer Tr Dvarlook Lot Number 11 RIDrh Number. Percall0 Number MO-i32]-1 90 Plan Transaction No Pap Intlera la Page Dele entry Page3 Mmmtldramn Page Lateral and clod k Pape 5 system Merriman spaifiaams Page Management and Igeny pan Page] Puma Near and spec Wro DesignerJet morose Number I 3R42 Dale 10111ll�1r9/e}I. Pai91 Pare Number 715 SignatureI0,99n Piumant to the Mound Gnponeol Manuel for POVJrS Version 2 0 SE DIDI IN O1N1, R 11112), and MM1 SSWMP Pusiodion 96 Doahm M Preeaure Oitlmomon NamoMs br 11(01181) Arid Pressure RamOMon Comi Manual Ver 205561070i IN 01101,R 10112) Varser OIR 11I12) Page 1 of Mound and Pressure Distribution Component Design Design WorkSneat star mrommlon (R of c) r Residential or Communard Deafen u*���r SOO OO waalewetor Floor grog �lu fWeaabvne�_ Ll'A peematea Peakeng ]SJ W Oite low glee Ptl) 1.00 Slope Slope pe I%) 100.00 ConSite e Condom Llil ElevationEndd(I 18.00 Depth to Llrtliene FOdwate 0.&0 Irvenu Soll goplicellon Rate (gpdM°) 011 nCell Intervention Tk. Dlspaeal Coll Length Nwq Cmlw(fl)= tOm Call wp 1.00 sal Cell DeuBn Loatlmg"a grociii 1 I nl Wastewater Quality (I or 2) Mellnlalaals Ingeea�eMd mthedurds n Y Panel lalednd mormanon nelwntxi Earn YorN lc or E) Latest or Manifold 33 Lateral SidesX) If INoft vat entente elnE ] 0La INLater old highest count. Coll OSM1w Dielneter (e 200 250 E umaed QNcea g(X1= 83 /mM1ra Facema1 x(In) 90.00 oo antic ooaa Forcemem LEle racemem dram lwd9 9<.00 o) Pump Tenk Elavallon (II) N EnlerYorN 0.55. System Head di 13 B]9 Forceman Central (gal) 019 vM LIX (fl) Oo 995x Vold Volume (gal) 2 Ul Fritlwn Losa (X) 1 ]] Mimmrm Once Valume(gal) Osa hi Filter Loss (fl) i System DmreM(a") 13.55 Talel Dynanic Lou Manifold 01 ter Sel ctlon in dlo 0 0 cooled m1w 2s 50 00 300 ewwmm� Calcukbr(cglrcnal) Total Tank Capacity ( TotalWorking Ligwtl Depth (In) gall (enter result in call 649) lapse TanklMormanan F Effluent FiX Information F-9`--wl Does Tank Capacity (gal) traders FIIIx Manurecourer 25M Does Tans Volumrril in) a FIXa Makin mmr Waaer ManNacivsr Pro/sect JaXrey 5101ee Cemi Peal 7 Mound Plan and Cross Section Views; 0 ± Q j V —T K !EA)n' 1 tryry (i 1 LG 1l i c; (,F•�t tt ,'t+51?, to r�Ef t•, [liv 1 �A B Me it Component Dimension Dom a Ice eatemim mado A 10O3It E 8 in H 1Wft K Rfl B ]S OCfl F 9 i 687 II L .SSfl D ]00 in G 050it J 1 54611 W 2213fl ]WOR n�) Dispereel Cell Area 1x`AW (s) Area Available 100o (epollp under Loading Hate ] W (it) G B oba Pipe placement Mound Cross Section law Aggregate Dispersal Area Finished Grade 1U236(fl) - m,_� e G j I F 101 Old (it) Lateral too 581nN Invert Dleperael Call Elwal a ♦ 3`• s nry IWOO(0)CwtourEneval 10 its Slope persuade FarIz Cover S"MM Key $$A DI p Kell Seelatereladblson 0_Tpsol Cep R 15 Page 4 for member ,Idea 02 Subsoil Cep 333 $ fl y- and epatlna onm mx © ASTM c33 Sand!a2i ,. / " Ln.reeameaaalp lY ed La aPewd rrtmue DS F sdcand dine do cNe © Agg Bga10 1 In the SaNbNon call(N9) Ptopcl. JeMey S smi Conferees Pros 7 End connection Lateral Layout Diagram In Number of lelxals la lDemeter Lateral 1an01X (P) Lalerel Sparing CS) Lateral Flow Rate System Fli Rate Tood Dyiamlc H Nara x per NEC ew and Pe 31630 wx rea•wrvwml a Nalw Ce 95000 Guitar bell u Volume 2500 9aIMM Olmension Durres Gallons A 2067 51673 B 200 5000 L 443 110]] D 1090 27250 Total woo 95000 Mean Manue sperm r Rt Aleimod Mel Number M, Pump Menuleclumr Zc mber D Pump Morel Nu Pump MUM Dmil r Project Jeffrey &Kraft Cernoms Orifice Diameter Is6 in in Orlide, 5{aGlg i%) 253X H Oil pertelarel ao X OnM1ce Demiry B33 aflord" DUN Manifold LedON 86] X 9pm Manifold DidLert r 3 W m X Formal Vet / BS Need fee Tank Information /aaN w+r.en w�'e 4eALe.a ww'mwm1oep rqi e— senew revs iu datnwwr a 21n t Nate SmtcM1ea / may b mercury they e used in Jthis system at 1355 X TDH Pepe 4 of 7 Mound Svatem Matnhnance and Operation SoaclSca[lom Serwm Provider Name F Jafl Fox —1 Peons ]15-J5S2g81 POWTS Regulators Name L__ St Croix County Zonlnp Peons Design Flow PeekMk�pptl Maximum uentBOD5M>IIM4 inEsllrrelesFn Flow remgyaManmran BOD5mGmSeptic Tank CepeptyBel Meniwm T33pILSol Absorption Component Siden' Maximum FOGmi Type W WeMwler Maximum Fxsl CoXlglmcfwlWmL Seryce Freo Sappi an] Pump Tanl E1Auwl Fills Pump and Cool Mato Pressure Syrian Mourn Olnei iovery very wars l M1nlence lives3 e Tsai once sure sera Should teal ponamy laterals ftWbe flusMa ens um leaW el 15 Page Inapired , Nr Ininding ands Ego Maps every 3 Same I 1 Observebon gees are als"I'd and meletlele coMormro 143P330q.30-1.have awalenlOM1i reP, M are secures in ea aM1wm m tM mourns canyrenlmn 4. Dlpersal cell aggregate cptumalo 5PS 31H.3016)(i), W\ch 3 All grainy antl g6aaule plp1igmieb8.`mr tot. of usSPS 3aC, W¢Aam CWe q TIIIepe IN111e basal area ia accompLaha]with e mold bo w 5 The mwna structure and oMar disturbed areas will be ed to prevent wal eroslM and help reaxre ton pereVellon ill Fm¢betl Grade Sprinkler Diameter Valve —�( , \ Plug orr Sall Valve Distribution Lateral y Lpq Sweep Bds Two Or oepee eema Same Di as Letttai For Jefiey & Sol Cemdva Page 5 d 7 Mound System Management Plan vursu.nl W SPa 383.54. we Man acne pea,tar lxf.I=IWOPINO Va ldvThin ewars3Yza 96PIMI CON.wMaxm 11 F.¢vYrve lValmmwwrl 10t PmS0D01 PONT PrvHAI areixi�nos Nanpcee✓d b:tl�mml. nW inteomationar¢=n Gwr�wrM Mwuel va xo SB'1 .rev aaepaew Or l area aarynwa Ne maybe Pewee Mrmtlew dean S k eke gaup i tlndmnwe she tray n mvbme MEr GOP ]al]x, Aft Cede xlen the WA wood Yp Fraud m vITVISmrg rep wpu YrYn rw¢a¢v rand and warn at b real 1,"be LLyeane vNwMrew;wk PonYye head On eenke N annual "I hawked wnI Poor Me onipeWn of aenw My Nor Maned unweq, hh Or wbNdbIllG"mberepYwd Eprmetl e¢ew opemga pnMTwdlvlea In dlemehr Yrtll be ae¢rrd byan eOetlNe keANO dr 6peronl1"1 w maapl nrvy Imo a Peer IF mhal Sx T DOS ore aeplk YM 0.9a'malnlIken by an lnduarceN0ea 10 aerin aeptle ran IN xnkMe =Imo,", IMF made M diwaed arm tills m. wean OR I➢, wla and, Code .meape,erm=enaAlon WN...ph, I.nlnd earl nnernax be aaeaxaa ry Yvw. by F. rla1111 line attNNnmedeWk Lea w.vrym erare.aep.¢x.tl.Fo m.Alarr..beerr Mwa It th, Me, OF al WM arFmM .alda In Nr wF ua I" 11rIrrugh enAn nYr wean ramwea darn nay nNni &fin. e...rP:.aau<.Ymma=a.N.a eemn.ennv mrommem Pella=Para=rxaynaNam wrp. n..a=e.,rrmPeMl,rtl =m.mnen. The eeyzl. In hall heye IN Cacturn, rearkeentedwn.nthe .elnrxr=fNrrareInd Scum N be lank eaaem m de lazed took I " enable c I MO Pink are my permwe" a Me time 0 a thennal b.1ee, ee lM eamn&Man to near "i pal to be peowur mal Wes pi mi you are all Men teal no apwma or ya took herby hen Dencr�.. el�ceemrnw� e•n=,in mod NWnnd aawe.n. nman problem Pat wr,p rdwdpe book Max talk eaa al Ned wr¢eMe y I Al reek 1%111 Ind pump, end be rased la.Mp anew cri non emal In. Or as dww be aw IM.l be yMe d.nd.mad.1 n¢.eewk Ma No Fees N shi Whould tint played . May mane Ppr may be made Turkey .KM on me mental mereme ended but .IIFompl meyru�brevym®geldrrbative aurae wl Ne yaneea and e1 polea nlrom frezingr.m M1¢Iperebmr CdtlweeNx MCAatlom(Ovbn0r F0buery)dNele Nal Ne moN Eta Neatly waNMeM Mean IN. and whal may ameFueed 220 mphaeDe 150 Gap. TSS. take W MA FOG for Way bank asked or lO e m0n.ou, TIFF an IDOL TIFF mph FOG ITT I OF I%H00 ml lea nlfrybmYa aMwm I Aw may me alwb maemun deJxn aw rpi In tile Poor fur 0d mral The prOBBLIN � rarefiftin . pma NMIn a A.enry PNN arnra.ne 01 each INerall, eke A I. recommended dal each mod be ry IDmdrMta VAena yrweure nN ltapndrmetl lbnwtl be enmpareei.de IMYI NN wMn ulNJld hedepn Ina orM=e Agpmp Ne.eaneJ artl IrdAMe tleeMrn Nnpulne le melrYF eyul eYgddkn eMn Nta dkpe e�=ell�a niedbpewl¢Ilannx hal Gary Fr yoNp poMa N.V,Nrlbe np.mdld la aerNt end eq leren above r IOaa damibed as en ImpmMg nYdra04= plena mnonnp eaakwml, mod naWeN m0nml C.1i pan mmymenN become debdwe it, teak IF earpmnl area hegNed w mplvad be Y•p Mq MF vever r "Perew One mae4q ear re.w. me d.lvin mnprayy" 4'ole egew I G poll PON" by WIFT."Fir bull 111. army leakage Pecoll I by cormuche aa..IN IN cow Me ft a rwL.tand Mal aryNNg egv$m See ape of Pea plan IN 0e name andchMmnme come Ian b=m PQUPISreO tW am eervs'ep r M Onto The normal AN wreade.r Nahanniand mam:n 'me4A0 .maker eaNmen were wmm.=n.n .rya tam attached M awwme decrements Ind at, =,and e.it pan or dr..ma Taned.mem plan me d..n+Iem SEGFrEI 4 OK—fi crKNM US L01¢II 7RGY 6VFRLMK NW,lN sc1h S fti TZR t'IR i9 W -1-Id19 Tbv0ISHIP 6% PIPRS Zz3zyz 01 D aepr, Mm -rod or' FUC + t =too ® D606 IAQK 2- 70? 03 ryc RIPE M ;AIL �UL h 4" APProved PI Mound Nan 10'x1 call Wreer 15' Z'Sch40PVC A Y 1%Slope / 1 ntI Well to 5' from Septic Tank andA fromtoeofmound 1c�ad1� HILL P_ov°`D hq:/hvww.mW�ps.wml¢n-ne/diaviburor/aitesemch'faearch=152 602011 sq WLP1585/950 TANK SPECIFICATIONS YYENSONS WALL !" E _ WANH kD El ',Ex MB wi an OR aao CAME OPTIONAL ABai lTA K 13 MO ACQs E ui N AND anE� ur na¢r. WEN ` omK-nz, rw,cD T-SL Bor w Eo.0 WLE7 <�wSS r SAME TOP NEW SCTAL�/n0L'Ew (BO ER dais s wAB, UWD GRAMTT 4167 SA 15W CNV/1NE(CONP) LD.W'C 4 CK r W "UniR>Ry SDL WS TANKS CAN WRED C BE LOS,NTABr MESER L RETE 9' KNT � r ou —. ._.—.—.— �N C/Wn.C[ yroe w uc SIDE VIEW eoo-3u-eus S E 1/4- _ �• NWEL WLP,ses/9Sd sEPnc/sEvnc, scvnc/vuu aR sEPncryvNw ,axuaRr zoos --,Od, 8. 7019- 9:13AM I ��L No OIB7�r �Pe�/10 n801E EVALUATION REPORT Rlen peme peeMOepnwn Caxnn.Manan.cne 'IME_!_.ol}� cMm�,nea mNrv.enem. ep®.pw:�eppmeepnymm�.,n.+.ppwumnn�P�:rm Ne..Mr PNeeppMlW MMmelbn. p.Pm gW.acamhA RpnYrp. polo. _ / �, nM q W Fffi-mmZ ]n Pna Fena PwxJe vnpM WMs MY N, EEIN. e1B,i]m RIM fl1Mb WR9ILRr ffiQ' W F W9M 11 mnY/ BW 11wnC8W T%pnM% W n 1R1n1 WI Im06]E pur O`NnRm]p.,p wrnrn i CI RtlF xpxwWMwn u:®� mIMpM.Npervem. cm.M+,nwxaeenww OFF cro wronM O .o.. rrree LMSPa�er MMq M1nN.nWnYaMMICPME4aWmwYrRptleMnitlAOM MHmim�M�W rnrprep KINBliwgeN. ❑bM 1 M1F ®H OnepepYnM NEW aMepOpORM ID / YpMYrnRw IYYs M RY INE YnM Mw4M h4CwA IXb • trtP Brio] RACER •FF gold t D9 l9XPa QMFIEIA aMJ M o 1H b d 3 94I 1" OEM 3mM mk Bw ro b b 9 l29 ]SpM♦ Mn w bgGf M Qx .1 A ♦ a P]/]M 9m"I'mn Al P SEOW Lf FOn OrlrwW R InpemuMKMp N R .None RYM MR AO p4 LLnM RWOeWpM 6Am Bcnl.ww TEPEE SOF GIMPY &uerol RMe aw r FEE 1 MI IMyI no" sn Zm now IH 6 l i liv Igry1 nM dl LM4 M! pvAm b J l A% 736W MCAG Al 2016ok M pr a J J ♦ 9F Ia1nM oar rmE 011 mP J •sPrn•BmTvoemrtrsvn.r •ma.vy4rrrer9n.P4 mxe� onax9ux vxw reran OMMYrw IpRBMeum4nMna ]xmrxxMM YeM�r BMeq MNIX•I 1WMtW 116]NV9H] — ,Oct. B1019 9 OW—P. 4/10� inkmtnlw Twn AMPwu PxruAe swigs unwm M.L01 .rn---r— o��oo©©omoo omm■eo©©000e� om®eoo©eoA� eo�eoo©©eoo ■ OB�ii���rrOO emu.nn -woe WlRIQ�enaim.wtmonov ewun.eogtmmyn�mne.}ompt The0.pm4vnl "nnIene4negW wNn Mlb wb Wd'o0'+NOmp df!W 3111 M012m 777 uo, n..n.u.numunuwawu.NmxwMUMEwwnewYbFMNnI wm wueum, 091. 8.2019 9 144M 89 0187 P 5/10 — STEEL'S SOIL SERVICE 900 Me jell Tom&Rmew Pamoda 9942W St. CST -MO m NWIN,881N,919,TtIN,R19W Bildwiry Mmm ❑o.M240956 iaaoafrMy,mGSvhen. Dl 711-7611A347 Troy OnIouk, Ut 11 Pox 115404d449 Tice WK weNMon wue aWu[ktl W mMmy a nn9 rqu1neenk ItM, vney ml be swmbb br p vek 'M'won of01eha1 my MO ml W ra Ome, m pammem lm&M xero ml enebl" at IM nmow.Mllevnmanuuuroa. I ud N " - I M1m.4filr. 10'J.W a • Top nf3A"prek 11 . mi QpQf)/ndpw Opv IOaaan -M&P"prcplpe O-Bnriny IbXnv 9lry 01- Im00ft m- W. 10."ft eaa04M - aa94 Y�/ o<I 9 aow- 9.Iµ5h^bi3 No 0107—F 10/10-- NOfi1H rNE SE E 41 _ s 1 Jo I xf LOT 10 , �O1DT 1 ��' �` i ;r ..• �d' :"' i -' bJ '40 - .. •Po' 166.a0'®_____ _Z4.M' 1N; "� /i O W oY• __ - vsr zazo-s , `9 —,za. , c ST. CROIX COUNTY ' /rM OV SEPTIC TANK MAINTFNANCE AGREEMENT �`�fl'%�� AND 0 OWNERSIIIP CERTIFICATION FORM rI912019 �ner,BnyefJeffrey & Kristi Cernohous tam (es a,n par Mudtng Addre» 735 Prominence Ct. Hudson, WI 54016 Pmpn„3djry3&3-Peaceab1e Hill Rd. Hudson, WI 54016 rvenrrsm, noosed from Flowing A lomng respelem for newt mulmn) aryfsmmHudson, Wl_PareelIdenttrcat,nnNpmbpr040-1322-11-000 LEGAL DESCRIPTION Profsny Location NW Y.'SE '/., Sm, 19 ,T28 NR19 W,Townof Troy Sflbm.ramn Pha Troy Overlook Lot# 11 Certifcd Survey Mas# __,Volume ,Pagcp _ Warranty Deed _(before 2W7)Volume. , Page % Spec now, otuao Too line, Elyea0nn Improper new, and mmmmer, of front lento ly'rme could recall 11 11, Northern,failurc to handle wastes bropn ofpumping out 6,wpuc tank evory those years or sooner, if needed, by a licensed pumper Whatyouputrmo tbesyemm bourne, minctmirifthe sure ankmJambi aagunthaw t d,.,puval owes, Owom mmmenunor moporNlm v,, bar red an god My 52(l)mm in Chapter 12. St press Chun) Serum structure The property owner agrees to rd mu to St Gon County planned at Among Department a centllcvlan farm, signed by the owner and byatile member, prolamin pi umbel reconmom Photoro a b¢n out pumper eetdym0 tbat(1) the" site ,mmwmer drsporalryr col t dlaan proper numbers Lunn mi or(2)efler mpemon and pumpm6 f(,Imm Nl the orm one is leas than lq (till lorshandure. Par, the undmu0ne'l have toad ttte above myuremansend same to human the pnvete swage honest owum ,in do, t surds of forth hcom, as set by the IXpanmem of safety AM Professional Scrn¢s and the department of Valutal forma . Sears ofUdefault terror om that ynm rupee ystem on, Not Omedmst be wnglnN and rttumN in tine Si Coal, County Raoomn R f^n.^S Decimal wNnn 10 day,oftn, Wee year,puumn date IAve certify that all efar r{Sao�M1ry form arc true m the best of my a or knowledge l we arri the homi(sl of do propene dwm,d[ ramp by nnueSSS anry dcM tamdad no Register of Dttdv OR¢ Number of bedrooms 5 3o I� IGNATURF.O APPLICANT 31 o DATE nymfomation nuusmsmpresenled may result,, the imo,d Khoo being moked by the Plannt as A Zonma dammmnt Include won ma poled recorded my deed form me Rm, rof Deed, Dome and a copy of the cmt4ed w,,sy map if mOne to e wenew deed (WEV.0U13) CERTIFIED SURVEY MAP WORTH) IN PENNEY OF THE IXC•�ISSHPIOTSl' PERRY. TO GRO4Y�WWRISECTION E OfFIRE PUT OTROY PREPAREO FORSURVEYOR k C "U"09 wruoEs MIND EMAYr slonraj QUEEN DUE TAJUK LR11 n€i �FENET fi, ®WE w"_80' ve e• ® S u\wtn U�•\r,R - Po 611,]TITH-1, LEGEND N)U&to'.::.rt UUTMHEMss\s eOuSPUN uxoW vR ,ram ,U� rwxova ouuuuw.... \OOrykw iBI& • rwxo r.vv-owrrniww 4\/\p\p En nvanwm O \�k VE IN at SOT 1 r � zl oNwArw �s HER / e 00% 0 1 l901 0 4. V %l-MMM®® LOTS I Sj / NNEUMN lM..nr.„ar `�'" wwmoev owr¢u'¢[xvuanxavnE<u wrt rVOVEA/«rmLLM1Ms wm SREETEOiS CERTIFIED SURVEY MAP IMATEO IN FACT OF TIE"1/a 05 THE 59ua OF SECTION 19, MIN, Rlif TOWN O9 TROY, 6T Of COUNTY, WISCONSIN; BEING U07311 AND v o9 THE rur o9 TROY OVERLOOK PREPARED FOR SURVEYOR SURVEYOR CERTIFICATE constants Ssnx, w.umaxnoleavmn la:aze ryw,Iwehaeruh mxbue drenlmdSxrvq fI!WTlln •1Y.StCmolent%cow ...n MUn S li,,$. punnN 5eman l9, i3BN. R19W, sown el Tny,A [rdv [wmy, Wmm�tln ErsmbeE •abllowf: the Olt nl TrgppleeY. ComrnRy 3.Nnx AT InL[µuexe:x This I I And d o W S, ,mono..zee weW...n of reeved I also certify that a onne ennw boundaries nRRY. o wiftm Or 236 ill I*a wi mll nodescribed Smaxoon,me,g,,NCO, of 51 um Cwnn suit aeovxas of Text in wurvwlne Rod m.nq�nxne 4.Il6� ll /ofw ra Ru Ruth Connotes � will `/w Ell 5na`rm F.wr s1 wo* 101 a tes as I` dam. WI. W16 s Y`�iiq aoP 131513B6QW3 orp ren.. of lal l Raem has title overbn ll and 13 of Me plat of TiedM This map is being d W mmbm•and lad Into asmele Iona No additional loss are belry vexed St Cmd County Exemption EvempUnn verified under Steel, ITT B 3 13t111be St Cmu Coumybnd Ulx6mndln•... and sedum S u as lzl l•I Hl of Nx wxmwn snxte. By. Data — Town of Troy Exemption Exemption vv per My 135-56131 of On Trade W Time subOvi Ordur Be writ —So mue Saran we, An nn sW✓I is wrnw 1~ 9 SHEETS OF N 00-4738" E 3341 UNCII MPN LL ROAD— - —._` c>„ _97462' cl A s LOT 1 26410 > >0. � 83318 S F 2S��J, 1.91 Ac. LOT 13s,O�>. \ \ 69491 S F . E A. 1 60 Acqa / = 9 \ 20 L 222 99 LOT 12 _ 6y00 611B0 SF _ W Ac 46 _ 23 Jfi y Z \J2 To so�o s� 1� �esEs2 sl.��o, V �> o 'LOT 117 Ac \ 1 04 Ac o - Ns e �N M«N � s '',r 'Of999 — / ^'4g0 FAST 26784 /g 5 /IAT 3 - PEACEABLE HILL ROAD - �- " s / 121 21 Ac. EAST 26784 / 7911 1500� 3813 y PN 5 10 o�4J, t5.30'9 E 238 j., LOT 5 isconsin SOIL EVALUATION REPORT rteet dent ofGmmnw in avaeem.m Curtis San wm. Mn Cox 'ages 1 0 3 s.bnaM ai�mnee suxeso-lsmaw CoUsy AN wmpkle in, plan on papered bo than 98 v 11 ini in we P $I Clgi nor handed andIdea nd Dau hi pprpn $10" nim n on r:ow Pon P GJil%�'— none r min o a a b® nn an distance to naareal J�ry �Vll++ Please print an Phenomenon By Gah m venture w, here, InnerIPnv or Law dsmlmn oddre Gamer Propem Lwlnn Tend AM Renee Palncda GM. Lot rue NI SE114, S19, T28N RIM Pmdsrin oii.ra Maur,p.n,r.,. OCi Tom'^" aMie or CSW "'11 n6 Cry Rd ry To/OverkpM Can Zip S36RaRv�ia Numpr Can thpr of Neerxl Roa] Hul WI 531L525 Troy a REF New Connot no, Rmgenlnl l Number N bMmmme 4 _ Cone EenvM Mepn Eu nb 00 Gi Replv¢menl Pound or commercial- Deal na enMmalerwl Lliessene uplands covered G�hot III plvinelevtllpn lleV q Gmnl Wria 6 Sol design, system eleven 1 W left Gaged tour elevtlgn1 an of end nwmmewrws ASTM33 he aaM FilBwMa EmM Ground IW00 or "di ads fi n 29 mMCommlen so'µeral Rap dermadon Dever"Dever"Mminenl Colds Mor Ceimption TIAIM strWort 9w Mary "" Monet Gu 1 Cent Can Gr S, sn £9 91 2rod" mh lvl 1 It 1-d0 6 1P0yr3p 2 94 MS sl Gk mh gw ner 6 .S 3 20M 7.5^4 did 2m mh gwFair 4 .6 4 D' 10ir7ol ret hiMN Gne9pe his m he 0 0 72 derni Wnng %, _ GUM eunam eb. _163C0 A oegnb dmiungeenm 36 nRwtl sod PgbMn Race T Rglmn deard Wnmmttolar qMV CeivMMn aeon slMun Coninlen[e BeuMery GHM' _ all on I Cmt Cobr Gr Si Sn Tulin Ee i O^ll l(di me nl lm2k mh half 6 2 11-27 lqN/9 none It 2msek m(r 9w na 6 8 3 2736 75yr1/9 none Sid deal heir 6 qw 7IO q 36� yO/9 hone (rMu Ilmes[dne 0 .0 -ETumer w 000"S.Manuel. add T55>30<150 IL 'EI"MR -COi I MI angel INS o X malt CST Name uplands PnrQ+J Sr CST Numux O.WdJ steel 24NM ream. stela snu s.rviu Oats Evam.npn CmdutlM Telephone Intel ornst Baldwin real l0rV2006 7151 W47 R8ii.'iM order Town Mtl Pence PrinWe pI d#Pend:3 _... Pi_2 of 3 59.A n Ghm m:>e:sidur 33 ^Fub SrvINGottenidrdri m w Ce01n Wminad Color ieMrt SI:Wure Canioknz �unaary GPWY Or So@UMn Or Ei. EOM Cabe @ Sx EO �6 s8 I Od] IDyr3/1 nom sl 2msEk mh IW 2 12-22 IOyN/9 n sl 2mWk mh give 6 8 22-33 ] SYM14 I ytl 2msbk mh 9w he 4 6 d 33 1011711 none Tzmm 6maYa:e � 0 0 of Ground hundred ther, Geri in For utter, oupi Rant through Edged, D,rnmi TWvm st"'I'm good ;Z;7 Roger GRIMIT, -Ellluei Di 301320mph eN TIES rue 160li -EMuem Y3-Ii 10 myL5M TW5 X gi in, Depmm¢m ulCummertu m nn equal uvv^nurvb imrte nrvnav end mnOlOrol If,,, n,W eiv.tle^m m eetteswrvvei or need mai in in III fir pioneer wnui the a[odnmem at 608.265.3151 It I I r WS 264-e177 STEEL'S SOIL SERVICE 3 of David 1 Steel Tom & Renee Pamode 994 200u' St CST-POWTSM NW 114,SL1/4,S19 SNBISW Baldwin. WI 54002 Lm#248956 Town of Roy. St Crux Co Dnect)15-]604D4T Troy Occrltrok Lot t l Fax)15-684-3449 This soil evaluation war condoned to sausly a zoning regmrement. it may or may not be Tunable for your use The loeatmn of this test may or may net be as ami m. as Izmnnent lot lines one not ennblohe4 at 6e turc do wtl t® was rordunM Legend 1"-40' •-BencEmM Etc mean 11 Top of 4' live pmu - Alt Benchmaric Ele 100 00 R a Top or 314 ow pipe ] Borings Baring Elevnmw BI- 1000011 B2- I0000It B3 W)0it Be OMIT l%3Ir'e- ;fie ZONED: AGAIZLT UFFF NORTH S E 'O" E . 1 02 F&54 SE 1/4. IF A, S 89 34Z6- Wj N 00472W E 22.41' —�-- _- n6.00' 4q 5t4.39' p / 6F e 264.18' :' t>,, zp, ��s�. �. I LOT 1 Ila 1 to r IAT 13 w �4� �Y• fi0 p9'L N el'08'20' E 222�9�� S18 ISao6", C i 164.95'_ -- _ 2s.3 a LOT 12 e m LOT :2 _ r �s.ED� o n LOT 10 LOT 11 .66 z o .v_ / N6 Sri B.00. 188.80' 79.104' EAST 267 84' l ° .0z. -- -9S ou BEAST 267.84' n �62.95' 1199.17 12fi.� +°4SO m s s4' at LDT_y_- -LOT 8 U CONSERVATION u EASE M - - "90, " 77 70 •n^ W ,o_ LOTS 4