Loading...
HomeMy WebLinkAbout010-1075-50-300PRIVATE SEWAGE SYSTEM S' 3ro:y. INSPECPON REPORT ( GENERAL INFORMATION ATIA: HTp PERM TI M1tl��, rmm, �><`�— c A019x.9n1_ r AAA ALA, 43.6� TANK S_R3ACK INFORMATION 1JP1e -AM-- �,. +f_ as- »c A14 �e. l 90. oe A* A- — — ,.,IN.r _ � /u.a I � � �9.15 13.34 /a/. L PUMP:SIOHON NFORMATION2- Al 1.5,__ 3L5 COMMENTS (uaux cmt dmcvv m aI, m PmI_, M irsoem1'�-'•u. JI� �^ - 11, -Ol' ♦ s[ &B _ - -1' �� V.Y.G �SP11 (art hg51' bw .'3N oM:lbme• b13*75 " 40c�c Gi 51W-a�1� _3a9 so:r.�e ass. 0.g e. t` _ 201 W Wazn ng nAre PO Bon 7162 l Mail. WI 53]0] ]1fi2 v vertu Ce oml W ngtol la'f / syy3 SEP 19 2019 V/ SaRI✓aGY 1 cn 1t AppLc� ,•`"" "" " .m1. 0 19_9�90L-G . R lP,,,1 Lam, e ...II yI,Ii Z12r1 l3omlc ligr.,m..fin.-el...IPrint xm, AM'nr/jY/� J10-1071=f'-0-100 ng,NU]IFotn. a„ o - aiai It ,PCline ee, b�l�w�`.-. ee> � 3 Pe ernnnmeamxe,n. e.. .Ti e,:�„�r,r. . .,.M,., xe .:,,. I 'U er< ' �� 1....,e_ IPA^ oexx�� I,�... ,.r�sx a3nrihir 3 ❑.� �1�1-r ee L�� 1 1 IIIT k Wyerninex online compei'xMelrePplin" K a.=• — :.,m, "ll ]r,mm.. I Itj It Yen=w.eme,. Om, III wb,r.." I.InI g SIC 4e.,lnn oa ❑..,nn....,m, cexe�., ❑xe �,.r„m re Iern,e",m.,,,x Di erarrowrsv111111 GM�,.r 7'75 (Chog.11Pill ❑. tun ❑ PrIC a MA ... I L &I ,ed, _ w.,w. 1sG,,. Win., eemm,mIII - iun LIItenua.0 IIII wm loi ,e n) �x0n ,/a(n.a tvnm 1100 i's�° 0 43CF0 t'Fz VI nik mm Ill. P If III .F w 71s YR 1 eo G.yo PPICI„nmm v nnea.~~�me.e. ,.eI �u. im 1vIn,M�: r�m n�n.m<m ;imm o, 1"It, ICie. ti ._rvu_cer n.,�� - =(eSx.a� 9 2Vo iq -11.1. Ill ia en.axr CC .r. .,"Ing"L d"n- �rI o:Del 1 pI prµW N. n: i.m�rroa•,n ., 1 u" :rn.� �'d VO¢, :: ..."I I I12?4i I 5�� ✓ AWju n .✓enary llmas< n YM 3nIc,O o� „7 Nat 203I SIN Lm6n GREEN �zCousin brought Rally him. Star, vs Balpopmm Ju vmwW 64ydrrea Iisa" September 13, 2019 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES 2021 L413 Plan Review'PWT 09100I90IC MARYIOIUPPERT 28497 King AMurs Ct Dmbury W154830 SITE: MICHAEL MAHCR 2121 130'Ll A VPNIIM TomnofEMERALD Snort Croix County Total Amount: $250 00 TOR: Oeomat Mound Component Manual — EANonI Pressure Distribution Component Manual —Vef 2 0. SRDi09(ifid IN 01 rGt R 10112) DacN igh 300 GPD Us Ammme—Arm Camamcil Maireem u Reenact Thembm nal described above has been 2vnwed par 1116 mmna wM applicable Wvcoum Admiribrourve Coda and Wisconsin SYNtes The About Lot hen CONDITIONALLY APPROVED Thu system is to be constructed and I ... term m mmmm wtb the enclosed approved plans and wim earth my mpossaw manuallsj eareoced above The owner , as defmudm chWp 101 OgIO),Wiwmum Semres, is impossible mrmmplimee with W ands Ivy,mcwt, NO Sono. may engage m or wrk at plumbing In the store unless licensed tod0IN by the Depamnenl per s 14506, atom The 611owiill,mdinom said he min during combustion or iumllatmn and poor an occupancy or use • Preserve d:spenal area Prior and dunngm a tic inn inavmtl d,mm m rompazeon aadanti of the site • With new contruabm it v recommended not W closer the pump m the dose Wk mail the unks tie pumped pnorto Salomon,Salomon,occupancy wa • Wastewater generated hamrouminum d,m,,gofeq,,pme,t and boh and/or last over comWCLon modest, loll rot be 11,margeditire the drains d:schargmg to Use pravers castle wasso mer tomm nt system (POWTS) Wase, generated shall be ploonly d,pm,d ofomrnc or of site • Any tall grams, 1mves and shrubs shall be out shot and removed prier to tilling the surface for simulation to preven matung under the&TI arm All loose omm mammal to Iremved fiom mound mu • pats a ad.. water fiom PLI Area • Prior to mmtrueoon of We dtepenal arcs, check the moisture comlmt of She sell b adept of inches Smemmg vad wenicii of wet mtl will Mark or am ...a Me muilami mpaNy ofdue wtl Prefer soul Moist... wimor an be ddmmmed by mllmg aset eample belies, the hands Ifzl mllz into a 1/0. inch once, me It, to pepare ]fit crumbles, am preparation can proceed if the SIm 1e mow bpmpuq do not pmwted unvl war • All piping xIml... force to 5P5 Table 38030-3 antl SPS Table 384 30-5 • I ... [at, bidding ewer beyond 30 feet per SP539210(1 IHO • Well seM¢Psb imat NR811&812 • Tank Installation as follow all mmifixtmi eremumemi m • SPS 38].5QIHe)The Ammedmwl plan foe POINTS mil m... Godly o ki the servicing mechanics of an ,round or maembm ommuenttun: or a holding ma: where either ofthe lollowng mendnions exm 1 The bottom ofthe rank is located more than 15litt below Me elevation where the semang pad is Incubi 2 Too bottom of Oe tank Is located mom than 150 got Mnenncally drum whme the smmmug road I, board • Venfyp,,PoMlme(e)p^ormmsMIla0on Pump Flwbbbewtandverik NrapprovWp6m. Any changes may mutt in pump r innto meet • TDN and GPM SpeeNutlonx • Area, that am omapied with twk fiagmc amps and boulders reduce me a tOf and me tree mots et vulMle fI...I mu erfill If no other I.......0 who...is eble, then e,, basal woodbine memo mmd.to.. it must be cut off at and"fil Aluger, fJl ertuxnm nary wM1en any of dhcabove wndmm�a arc enmunwed. co provide sug'ocn ml5ltm Owner Responsibilities The currtntminer, and each subsequentownm, shill receive a Only of cut letter including tmnumom "Numb to peter... and maintenance of the system Ownemzhot rserveawpy Idthe ppoperate operation and uml and/or wI manual for the POWTS dow, hp ell in due peval SPS 3835M1) 11 the bm dnNml aberpuo. system any of its component parry; ambim ¢ ,health haomd, die property Owcur must follow Me mmarreory plan as dmmbedm the approved plans A copy of the automated plan; epees ficanons and this letter bill be n,-site during wnstrcnon and open impxeon by wtM1onssd represenmuves ofthe Depazlment wM1¢M1 may..dude local m.pecmrs Allpetmns xequued bytbe stale orMe lanai monmmaltry shall beabmmetl pnm b commec¢emenmf eonmucuoNmsillnmNopera on In gantmg; To appI the Manion of Industry Services reserves Me right to require changes or additions should condmans arum making them necessary for code compliance As Pm state state 10112G), nothing m thn mraw drall rel¢vo the designer of the repomibdq for dI... a ,rah but ldtng,s more, or Ginfooment Ingmms concerning this correspondence may be made as me at me telephone number lasted plow, ore the address on this Mutual, The above left addressee task pmmde a copy of this Inver and the POINTS mmugemem plan to the owner and any others who me responsible for Oe installation, momt.o. or maintenance of Me POINTS Thankr, POWTS Plan Neviewer—Waz odder Spacing DepanmentafSafety & Professional Smius l Dwision of Industry Services mind vend,-IIII(iywvc mgav Cell 03516h134 GeDMaI MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name MICHAEL MAHER Ow+ie s Name ISAMEI_ - CamielsAOlmms 212113UTH AVENUE BALDWIN, WI 50002 Roundly Andmam 2121130TH AVENUE Legal D000ryonn NE NW S 31 T 30 N R 16 W T_oO_ Emerald Roomy ST CROIX SubAwavan Name NA _ Let Number 3 &eck Number NA_CSW Rome I 1.D. Nader _ DID-1OT_5-W-300 _2V5533 Ran TronsacUen No. --� -_-. Index Pages Pages Index aM Mle Page Tank aMs secidna Pa 2 Data an" Pale 10 Pbl n Na Pagea cookut mound dmmtgs tl SM Pa;le4 tataal dame ad Eotank Pap 12 PW 5 DISMMaan media Page 13 PageB Syglem maintamome snvfica0ons Page 14 C6M Mon PAkeT ManeOemeMaM mNigm YpMn P3a8 Pu!nD wive aM aOaGf¢Wds �' I11.nf- x>ms....-. MARY JO HUPPERT Leense Nominee VW-00T Date. Plwre Number 7154261P5 SMk of Wiscpaki Pypraral SYemp: fineMat MwM Edition 1, 2017 Pale 10 14 tC� Mod" am PreeaYry o yq oe.,e�r n,umewa.W..w I®M added I�0 Veabnq Fedulne le=leaks cerel FITvW)n•Ik) aoo Stesn W Te iNcmeu.l+a EYrYIe�IN !w Di n ummre Feeor Ml m oI Aeo'Golate apw) ( as C, Leoea n.,neeY(ro amlN a)sa -anarerlMNpuLVNN Im kelGaaMnl�nIRo(ecaM') pMayl GlLe�pT RWUM (N Make i IMIumIW®bnb pimlly tl wll aSgaFNlrWrYmq Gwwalw "meevemYum4e4eft M.an lx oa y��ryr nN.blw.wl. Yl_�J om Famr�FkYpl aNel{/YaIVL !a! SHOO FFaao®eniLlongdwHq unestm)1e.9. o.m) �onfim EPYere IPo^ ea! -/ )/ aieMala Wad�J ml)_ nm Naaa tm '!) 1Ea eVi0e0 Dwolda 1 h m mom IMWMRMWM' Toddled T.n.lawmelbn lmuYRFIr NNmn.na� 100000 STM aGeRiGa lvloY) Inc/LW FWVAgnuNrLnr WIESERCCRUNRI E IY1FRrMNNNwnow Oox Tail 6Vr.rowwDeomw T,nn C 1 t]W laTerk ¢5n) Prvm 11i, dlYMnppTgCBYl [WWapYCrya(ewLpYealueyNnpl�Ow aapN(n) Y.Neve..r PYM leroarewnul dveTvkvdunl RR� WCNOEL YMER I'4 ]a1� E Wandynulue DlabiEutlgn CubnPurraRL oasWn Site mmmladnn R Re denliei on Continual Congo ISO Rwnlimn ID6o4 �aW ¢niWesterner,Westerner,FW 9 1Ml _N kngFFevior(¢g 15=15G%I Oce en(go) 3Of Oft, Slopel%I SO 75 anC ,M Lm pevatlpn (11) eW nepe to Lmgrg Factor On) g.m e-eito Se nppegelnn Rate(gourr SO 00 COMM' Length gesture (Of OubrhgUM cell ndermanon See cot enter (M jH 1 nm Rvprcr Input C mCogo (it) mmg oe,qu Rale Muflt) �J mdDenied ucgln Reelree (it) g InfuentWapeeaieronmeh o or2) Pressure Ui66iEudnn Inlamubfen —_ E1(ener Or End Mankind Ate un We the hghesl_ponl 21 PuMer IN bbHs mMg nlaln0ulron Y 3 2!11 Labeled Sgedlg (fl) offludent 10W Fmmndn painEelh)ped) pW Fingernail Fill edam((, If R aerie, Men, Me owmadefluen If) dMe, murreu No i 0 mrernsn oemeer en) -0 toluene, Lenee lit) mmmrkv ___ oomam toanm Me, I I'd 035) glmlro- ®ku^F Tan k IMwm e ireaennmiaprmane, bwnn EMumLFlxslnMnuuon I._. WWNCPET9W.WiIREFTart f.{y�Ly (fled) Fd 1rt,//seel -- FIMmvb]mer LESEP E.. IMenulxNrp � _. �PewM1x MNtl NunMr Do,Tink krimuYpn 51)()0 Wa TVN Cdelf ' WI) 110i Deli Tart unMea Vn) ala Mh GkWabamminnell TaM1l Tenk(:aptlH(gal) Ted Wepry Lqup CyN Ue) fgnnm PW",Ia u nrYCWrg _ F guide omew reeul in Me (ImCTankValuma) Rgsl NIf LMVIgi Poq 2d 14 Mould Pk" View Mound ompolleed Dimensions D 1BGDn G 30Wfl 1 BBJfl W 31Ma P It 035 W(It[) D'npelael Cell Area 1500.00 (fl) Paeal Mee gyaNde 4 W (901 Lmea[ Loaning "M a 70 (I) 1110 B OM Pipe Placement Mound Cross Section View GeoUst Dispersal Ma cMarspon Pipe LSns'!vm pevalai rtvryim1I" 4en Malt oiyMWfbn CaE [ommnent Gm M I3'PSIMC33fanE � I G 10304 Fens Gane Cortt Material IM33 tm[allnwnnennon III In 10135 Dispersal Call �__ J $ye 30 Elentbn ( .'.^.. -!amour EMton W75 niknNo Ed¢mam In vw see In w seat n Shading Key IOr 3O s 3 ASfN C 33 aerie pt ! as ne to) s O Total "V,„r a O cea mat See ont on ~ a bnnAr. ®, and [pe[iy a Want, Plgwt WCR LMa31ER Pepe 3d 14 a� ]a.iMUMa... M.bye.rOws _ _ — A wvarr , Nmme,A tr� ama.owmr alum Lein"I SF lPl jfl On�n tn'iltlaRitl' �n na R) OIIM cenYy q/Mha �gm� Mun"R"noememr p WF snl slw "" vebyry pn pyc in w 2 in wwwn 9./,annpv n..m LW r—arvmww m WW m 5£Plpnlpie NmW�MenNx9lry MomlNun�, nkyM Rmp XaniRa]�iv r".p M".wl.,e, mom n ,rW nmM N"I, wmen klii kW ER Pq.Nlu .,un3d • al -um Lay� pw� NZ M X l3BtM1 wro. airs. �BIX1.m wEwSfpM.exowY.Bgser(Y b'�Ma2m6o1sMpom.mXbB(X) �nl mfl o�w,.ry 3Mfl e u5 µc ow n iu5m vamana�X.ar� Ep�tn. \\n m+x��..no /f0]N6 Brt Siw.r�ni .�L B _ m ~— B30U fir YX`Baar� B1n�TW Ei_r -� Tilley Nnty SIEfW Vl _ _ _ Ilan ElmulWa 81E Mo-nW Mum M'61XumMr12C'WY1 MFR . m4X lNlna o.m,MMX GeoWID butlon 41 maus lapN I�aii wnml CJa��-.�w warro Dmm W tlon GII C muciM, 4nnoemen¢ Q Q ConlOelmnl40elm CaKWpn RpaVM.gmwn leMal L.J OMbsneq � nruPEnWw _ gysw lJvel laW Ymaml YM�MQ Ge"�Ibk�Po, letls po]W vp,ual dvMbalon GMPW V lryold-{Ppyy �4%aah AIM 0cIm -am -� ryPrar DllPen.l cau OLwrvvlbn Plpu I o ,oPvnlr GP ,rrva em` y :o S,b ,Cap O sand l �c 4 O as aMn(0 na ID) s "nee u,e, Geo "It RA 'nelYrfai. . mIII, vm.anmaar.r,. rv9✓< YfMBOm Now ldly Mound SYehln MahrteDance and Operation SpecMWbns Servm PNvbaB Name ULBRICHT PUMPINGPhase PONRS Reguhkh HamelSlCma Count SPIP-Zomy URwe - J Mn ]I1T PJPGaBSD� .711_ � SwbmFw all Load pamme m Dagn RM-Pook Jp5 died Manxial Influent Pence Sol 'q Edem,ha Aerosol RW Oq Mariana BODS ]9 mp4 S cTark Ca Ca X get M®mum T83 Sp mi Sol AtioOm mC,move'd See a 5 N Mevmun FOG 0 nplL Tmdw a Wre¢Ac f um F"CMhmt /LCd cMIOCML Summers Sol and Pump TeM In aMkvwe oN 3 foment Farl enY tlgnaairras MbeAatutravel Pump and CMI Tasaw"mmu'assins NSlwp @al nedvaY Prere MM a M ¢ucNm LaldaYgiouM ne flusKtl ap &n toed S wnd In¢aMkrp Ming all seatgaamuW�9aae MY 1. Move plarn antl msClMk iMmnbTentemo WAnI, W1evabttldnloyaMan ¢aurtetl bi e¢ anuamm0p SyemoV Syi G Skull CumPonml Memo VemMm t, Y01] 3 Manual lwil rnon1,la mMpniaN GwMalpwuala ePo�m'eo larueexMge Bprrpy 8plem¢CmMal Mound CwT[anem Manual oldn 1,401] Madene COMOYnan a, nummgeMkhbc Oil Trans, I ebal Mans pmeMW ¢Mvmbtlp al imwnp In 5p5 ]%,µb pqm Code a The MOM MITI Mel Means avbnpMlgl Wi amdd Wam or arsel May s mamonnaamnure and mMrdeo.eu.aen w;ace¢eMme am wkeadbpeanlmBeramnmM t.pmeua M1oet pareuenon IaMeI Tumup pYlt armful exl THremam adnno m L"aMSpake. W,m Hug or OallwNa uaaH�anwmmawb. Y :, ... Imgsnap Pd or rmeo a\as Deem fiends Same Nall as latent D"ObNlon Moral Wlaral Oeano t ]5Ron Pal MICHPEL SNHER PaDa6o110 hound Sramm A na9amant Pon n.nwq msws tm.v.wr ♦e. cm. i c r w��w�.wn�c m.n�w�.w. T aw •` m qw� .Y.rwv.'o FD•.erm.Mo.Abw asYM wNAwae Publ w � wwxxro-�+pne It, I wYwuwnu"..-a 94\.Wwwgm N.wn... w.sn wmiv. Saymy-x. rpb PO/Ilamipol4 Sb 4wrro�nnbu.sr�e.eWWw�e.mgr.n✓Mf�w wgpmwmer+gW. Fsovm.wrnPOF.er�6.e�sna�✓.wreeM�.rl.bq.V w.oww..q WYYlwwreeOJM.w.wwwww. Oaf 1r.Rr\tlwrw.YWwM�.MYYwi.b�sbrtrF...Yr. AINF\ il.mwrgFbi r rrrewwaq\®e�Fr�.w nara•\. o.t. n.Yraw.�gFsrwwrrr � �bswew.]�1...b.Y�w .rwTVrw lYr.abW..IW �YY�bwr•FP..r.. r�Ytp[IFFr�YemsebrFYw tFr\.baVrg4.�✓•..F e..u.m lF.sm•wwwlmYe../ rFrnarrFF.ns-�n.rawwr\.aaF..s yn.d...pwo.n nFsiab wF W w..stlM1 r.noi. F Yw d. wti �t n..Fwo Pv.w ww. M.. F Fes. b r p.mrb wnwpmnitlmnFsi .laniq Y.W.ww Mne N.rw bFwne.t¢siwgwmw.Yw..INMY lFn P.\m a e sai ^q uJYbwe•1b.{luww rFw.e� Csn.ndtm.wo �L✓ M n..9 Ye`YrYYO W�FYYe O.�YYPggw FYe�s.. .bbu r.�Rl[�. e �V �aYypugMgb�w..tlerLlbqFwt e —sw.nwr rtwa..rr.wgw1.we�wr.�rr..�r— ro.�w�F..,w�� - ,y.aagb�wm'*s�.�a ter w n.�w aa. nn..bmww..p .. a.aw.. w..wrn.q.eY r..awab wq.ur+r+r�mwub Fow�.w� ..w we,...d�w e.e..e a<.. •n_..n aw.+_ n... w..a mr. ne...w+. wwwn rmtra>s� .mm..a rmm Fo.ba:.. mmm.nnn.M? r.wnY.w o.w,e �bm.a °"fefll.a�m �w..„w..fimm,aw,,, Iiv..JSwomm.b.�.�w woo. wgxr WFL MW6H wnpntmv —LittleGMT 9EN SERIES ano Ha r� r-�N . Mmxm� Seeicat N) • o�gnmmw,no�eon •L1n WIN bw MP draw • H?FNm M mm)diM oge •namt tow'tuoun)mmm • NunioieswdmooiMmramoma xWraim • W IAY)liquid FAVEMW ragde _ ndn . 'Now. +. •uw. VA _ s..+wn.eq_ w iww.e _L_ wwW t�iwr, 8 of W 9EN SERIES -4I0 HP EFFLUENT PUMPS Iw - -fFmYmlN�tlm7 ��bnttWktlWar �+� � Nr F�mt6 td�m. IYr_Y _ IY�Iy WIL IM4 W.I tabu=� �t _y 9eYYm CN__ ry IlMatlaeNhaxNlowlJ — 1NW^NPM Ml�auc� 1006At MMONT WILL ] 1/ Borlw Y uMIWL: x i.o P4CnsT cPgiflF q4A M]Mlf Ss in- OD p r 00 0.D M CISr-A-Y YIL RLOW Lm p' 00. MIA ILxIL I1Y YFgIT 11,1'A IHS. NL 4DOM C. N£! MS[µ P pEQUAL L . CASF.Fµ OR EQUAL WD WM MD Ma m. $ an po (Ow Sw19.1 Haan LIOJO WnC11Y t1.82 a" IUK) LOW G DMGH 61V I SAT AMD $ TAM[ CAM K USm A5 A' K T ` IPC E Nc. MPM/Pump co : ux ossw p EsO am+) rAM1. Wx asa Mo rmlcrualL ns+) _ _ _ _ T as FOR TANKS: iM CV41M TYNS CMTACT M6Oi LW[F£IE PWP PAD ' DRAWINGS SUBMITTED F4 ME NEW FOR APPROVAL AA�AL DATE: T ro u¢T as wrap ASTu o-lsn aPwmwwTs u.: NEEDED�F w u•� �wv°�i r e�` na. o a a�olav i eueW wm.YumY.ea�ma SOIL EVALUATION REPORT vra.! a? wmaaNN.aaPNm Y.mrm�ramrmrs c .wnaµvspnupmsemetN.tr eus.m Y TT.QOIX NlimmPlmlYmNlNlslflrmlvsPmAlp. P vtl (Pa1U VNve W e.PlaMwbnmNvmN.NbinNtl6Ymn nrNP.mr EIVED PPYm4w Dar °m"'Oina JUL 0 8 IIABVtiY1®1,[WA na W 1NNM 1N8 )I i )II N P 16 pi �h MrPH0..WeN0VA �� Si dN1X •l • IMIYIev CCCC BeMnn. WI E Si Wi) W-38W mm Nm.albl II06A�v oIlw6aeeuln IWY/NnWtl4WmINCof dtdNgiMrt 4 v W � '"SNmam..dl.Dm.. .bltlll ram.w...m.wWY. ,Yti. „m,m�, bomasy.m-:�oamew _az lwtioPtm — /N �A � t%ammrm•=u.®Pwmo'"^ I2vN+rte.n 63 ,l '❑m.• ❑mm p P. aN.NmNmm. � P Drmn....m? Wum DYn vm CN wmcw,,Ym mm on eMY. a® CmYP.0 M1Y 5 Pf IDYRM A or* 0 AdM D6 0.8 ii N IWIS mv1 1Hm ah D6 610 IDTNn W Ifm[< mG _ lvFm a4e ae NdPSe� I''Ilme �BJNY L"J NIN Cm.arbY IM45 A DYNitiviW P Iri IYY fbun DFn n MevY wml Peeaa.epNr o. m. uNre. istuefl3:* hnYYnn bMry RNY COW 5 w IOY4Yt N mvB MN:IW0.111 M) W)1 IDYW/f d mb p5m4 11-14 IDVGO dtlleYeYLIWW d DAe ab �eYa4n. +L�mneCvaia.a.rs.eC .anNvais.mM RllPne fX�reM Naf bXOlbtr111A�19d1Mu6Dmm1 DBfred� DrN �m J Y Mn N W9f/56PYYA�ryYrw PeW. W1 SIDB 06-O3-07 OISj 4M-1]]5 n.nda.� x�uew�.�rnt� rao. Pm441 nw � a � 0 .:, � o .. [s:--�.� QB����QQQoo aoma0000©ooi ©©��ao�oomooi o®��em�o®oo o®��omea®oo� ���o�������� ■. .. OB��®�ooO 0 ■_ OB����ooO o 'E9v�ry •YO�.9<��ry�s9<19 ryt 'ga19•HD�59iryt N1B8�9�gt IM lkpumta! vqW gpWnyy wi¢po.ib ql®pbya. Ifyeuvri Wuswmma<wmv vd moMtl im a Ju¢¢ 6nns. qr� yyy qe d(9y�p(V W1]66dI51 a TfY g6Mlt!!/, Plot Plop for Site and Soil Eva/o u" Page 3 of 3 P/Yll my oI HIB_KFMw IMRVEY l^=4OJrpp Lead Desa*Wjow ( ) v& ^ * (cxep wke memo 5 4 31 T x p- Backkw p& D159A-N ES 'ia (SOl�r}tN Oi llu��;' Nord Site LocaBow: h se[. 3i 1 A FILE NIE6ER Ri roo q L C 0235 e4L., v,.E. of 4rw.. a,ale� CEwroiED SURVEY MAP NECEMM i W N.fl 16 W. Tm i(Fm4t 6t Oia �_Y®ie Sm"s �•gyp�4 MtO�.. t � Sa4Q § ��nn .� •+nm.e� I i i L. 3 mw cm mm uwr Srr r_ _ as �+Si�aai rv�� >m��o++b�r4v rre N TAoi, is' �r OIIMIlK&.WI.QDV 1]E&NiCE eigFFT ORP[WI. RYLVA :MFB ���8���pOpO���������� I4pmPm:I WM B e iyu6mvmp m.Wmmrn ��m Ae WYIe.Gwv IYym eup exvey] F®eW.1UU'/ S2y�yL 4a ..Sgf'1LQ REC9VED /Janma+eo, cusrmxo nae3z rm rorPs yry,�—�� 1dARY 80 ROLIySTER 1UL 0 3 20W o;u=m 6 nl�/+/Yn%I •• HOW.QIH455Da IESfNG LT'GOIRNIIINY CROIX WIIIII'Y WIA r "8)5FIMIFIAW 101 C6RMCNWI6 R FA WI Se8II 8011 CONDRIONALAPPROVAL PLAN.BPPROVAL 6RPR6q: y6gp(tBq bT18: Hcvryllurymm Twv or�]aaltl, 5t Cmu Camry 9E IN,NW I/<. SII, T3pJ, R16W F01 F lRv: 6"%HA =H P�p5cd Cl8MOYlam{3 $i MJMTS}c$all Sebmmpymlp®m pjp WW 113NI5 M WaJWL ibfeLme Eu6emmvimro5f cmM®e cYhq:pl eW�AdmmlmetiwC� WW�9pppo �y WNORIONALLVAPPR ' m n@llmim M lol 0](101 W,y & .. u�gy�yls(aaapl®w xilyallcpk rtap:mimp. 'roe mllowma.mamooe row n� ez amnia =mm�®m mml� m P^Q m war w �... AppoW.m 1:meLYpm'eapeno:lb e_Co® 85.6�), Wu Aam Cak. b nmeYe Weaegp mwa'malagl rtgm�mxC�BS�J(b]�Wi A�.G@m �wal otlhe:^Ierpeuwdebm�mmPlmlEe da' :�@Ihe Ho:velmfieeu We b:gMe11vrc1elfoil ]dve4m whm M�:maPmc bOvev m Ra W o < uNu MJory Ih hollmn of Ne A hmimn. 2. lLewa Jrymbj kemofPnmimgimilmm�w q:P^wm®bWix aavmmmm m6mW Lebw ptle. Nbtl30 mc6v o(ena tigmbp of6®-8ev ofmmm�meQ m'mma urtq:mN (m alry�mte�ml and alWm®1. 3 The Galml^PFIx'Cpome bllhemavl AVY be<&IUgybx(mltlelwmlwamg mle«S gi�1t <. (Artd Plea'm6badgp N> 131rcM ®m[6]YIYPIubmaPlpmal ue�irolm ppove wn4a1 rabmovmmtablhe, twhm s. Imd¢eppa � elntt or the mama mill k ompy®y mm Itr FOwrs a� m wean e:v6» wmc fim � e�laRma:m]ben R�� o(memo:nl mWm mvml l:cGuwtlm 619n:]Be e']'eY rrtm IEe=W® A ca mmm nips Eu hemns�amiMme imwm.mlmlmmh:a�nmlm.m 6 '1Db RP^eel mJlr®a:v ve1N wlsss memo Mmei maW ] n+Y %mlheaePhm wJ emmaawwnWa chm6miF.��elml eon6itiomme ahewN6am�m [onmmw aipwa¢WelmaWm3( tebwtic m9Mnw mvGa o(me PowIS 6imlb:mw �eot 1. llm ePpOnl m m my wlm W ®Ex roe um of cela lmmw na momme me aepE m hipf po:mawmn :p pEmpCeleaPmm:m�ofom[e1s. °°F 8 ACWYo(mm VPoeallNa m:tlaWeM:e�b ®:mamq®ymemowa.ym®aee�emmhm ra nrPlm%Wnmlma®IYp��e®¢. LmP'� vueIwnmK,�+6melmSt wmo�ea wu.pm memmwm.maa. d�mmmto,am. '�wmmm m. �-_----rmimamwm'muem.iad�u.,w.wm.<u�mm Bemt n FYofineepro. vee Plm.R�fi®mbe mulmcWill FeoM1eie Jbm[mmua®b4W®m �Ka^®Msu6nimidP®wiwurmedgmOUF vLirL m.r �rcJweIoo11uP^m . jf itln.Foa wee m��vM in lia ufa4keoul IWI pMn.,.mgpfmu M^�W Imv W �vlv Yy.Wll FemcpM b W® � a�emwm .im me avr m RN .gym ur �.om�. nll omb �wu� q m. m s m< bm mm�c�uJ^r.Fbl Ec oLuiml�dm®mmimm Wmm�uioNintilypMyebm 1(m�a®ubm�w ml�w+Il mamm pbdwne.onoflae,b� mfmpd NWm Nlew lNpfelWlh Rlcl wiW meea.,ma,� l e.p pad m ry miF Juvdnp virlon Yw will _.. boYa Rle IheNry bee Wmaawl Wa mLmm...,amed w,.[o,.rod.unei.mp..ee Nolum me:um. mmmy d axime pl elm �o m, w�u.auoa.l rem > m n. woRee owdpa�y. i. m.mme m� mc��••I ue ur,e�m „rarer s N.�Imw�.aa.�m m,eNm.. a.-w d.emebe ame am4wv mimmek�vg ms ivy rd u4 mql� n. Ve utm lol.lNij.vghmt m Wo �evit� atoll rdrcr<de ygm ofme mpavidLry fd Gagmup. ufedolm�g mbmgam�ml. lR^^m��rou m�®Y Fe ebkmv v Weo-lrt>.+xolchml Lebr.abme Ws wmia MuhLL e,— •Y. FmW s tam FbP®w,i 100.W �.� lYlatl# { 000 IaW6 .KS. SImLp mlapYelSm'm Bum (115Ji)6-25N. FrA).1L4.m Te) M V.m IWeY ,GeL® INTERPRETIVE DETERMINATION REPORT NMVfl' MEINFIM s.o sic cj a mwxm. vn sqm wu a are Hw u, se< 3i, rnl, xlaw town a Dce.aw N. ciao Ca..y 13g6967 Swnue To se Saa.M: aaaceaa 3 a,. eaaao,a aNeM„ v.nsr.T Conde Tonally, DEFOAunq «E ftep� pl. _ 6EE G RESPO OENCE Mary b Ndllvn, GSf lQAli. YFalpllaf fI83AL01 Dace: 6&y1 sgI 0"51--07 Hdt# 's Sall TeAiq fi DesW wwrr, wtl A, R FaUk M S were: (715)4 19 RECEIVED Fm Qt5)4 6 7 JUH Is zoo? SAFETY & BUILDINGS I. INIRWIICl1O11 a. aay 1. mm a sm ma mR mMusbm w emvieteE by tm. caytaati Soil Tear m mnleta w Inlerpr l e sm1rwUcn Report m UM Me. PrMoa sail eydlatiom mrrvsM Met Naee wm m AN Ste fMt Is mtiulrtE per Me Nate of Whcasin, Depvasmt of Cm n;e rgrdztims. This report is regNeE In aeltt m the aduGlRy for lwallaGm d a pmate mMe weuewahr IrMM1mt sT,mm (1'Dwls) M ue„d®ualawmn No N. Amiltester was IwM ym am (aamtae blowna ropepe is avazahlel. AaMar¢wu mKV Isom l Jwnay, Nate of wb4 ss watawazn Spec411st. S aUaU1M r . Tph aril tNer as levkw De Me pits Its ll y are still opm. Redwknarplac features woe aEsn d In McAM1orimn. AY. Rielynlle aptldeamIma!stlplvo rareasmtM pwpow a M pmn R asrzs. M MMtlwl am aM mil eyahvtba hss Uem conplelea ma sWmit[ed mar inn m tsis report m Met Mere may W two saes fm p0NT5 m lids parch. It. pRERA W)N m It S 11115 smut is hdn 1welmmd accnsall9 to the vaMeras set farts by es.agxl d Mew resin AAnxdarauw cone" a ~m prFarta M 4 Jmsay u wl`reps q file lWxq Vse IMe tkws Report" III, REQUIRED IRFDRMA" A A Shc fyduetim Rnport la¢ peal mtl�AtM accpaYy m Comm BS.aO otl is attnmea m Nrt d Ma report R. 1poN "Y&ciab 1. Slrieae wrier: rommin wersmrN�e plrem tic ate hesMmMeamped MeiaM anO'iaRal+Uors 1M teslM arm isaz tM shoJsler d the sage wits a too puma smile. I. S sscvwa .mole raafaR lmsei Me am antl svrek ebmrheaido tie Ahniem. The sat burn tv[ve wltmn tleA horfrm hoRmastrucnae srah root erld wurm acllm main plate. The slbmil Im a mbler tiaYmdaa bra a wnler vmcnre wMM tnak m bola mile water ae m tlR Mane d reemmvpM Ieaeeea az T iMlca. 3. Soil SaturatNl - zpY appears m hetare aaNemtl utler Page 3 - Mblikma, Mangy Hai A amain die b eyMaMe p redmdrierpic leab $zUration mndlUprM xaye aOseeM M bmkq 3 in kmimi 1 at Ow Ume tM test win caMuctM. TwopMgelvagptll'M2 Iatmw2oti C w Uie mUi of tds sid aitl eta loner elMlim. watnwasaWervelin cwkl)t IlUd sire laiea. Tdsidltala tenet washjh et cmgiacnm bad GFm ease b koW tle water d kk ws � grand water. 1. lance Waev Ekeatiaa-tlis emsMwlWn tle lower Ppewa PiY[r gadn. WGTMe h ar/are waters rdtldi a Mle p tle VOPmact sysam. See tM rttaUed map(mn Ue U.$. GModCM liaswY. TheM am atdn a Car CreekMtaitl 1/1 Min mfile iaxtlmest nmws m a ailignv areaam.i. C. Leanaplvdgy 1. Parmt Material - TM pabnt material Is loess ova sally loan glacial tin. 3. Ivalfum Type -Tie pr ymM yyapn h In a 4ay la�s a Iceso glacial drymid. D. lawn aw k ay In01 Topmreply use paP�1 svn hIwtNIII the Itit at)s WmCepe itl m tie 9uI cfvwartw_ 111e riWr.Utle slaVauUrelrN mrR+ba mYimm dofee. TMgraact aafacs elevationhet llA feet mean ace IeM wiIcwer elNatkn an arwtl the kte. lac atdcRN U$Gl TaQogmpbM Map. E. ldlX maid MaWN Units - TM 1pl nix a aY. Cm Cn l theanamnwduaFrainleaks. 11ia apligter e¢niaihmd Ue mMMfom siMlrt, dR line p a dark gray ugaoll Iragead p dnvn. TM typ pmn4 Pn Ne lol s,vey 6 Inn a NUra4tl areal: D8', vavY inn VMMi dawn, friable. imdenle sty vk L»em 611', aruwl. nary lrlaWe. hale 4rv:Wed tlla bvn 11-16. dawn. (,lade. iilWetele sYrehaM beeNer sill IMili 18-23, dak down. lydble nnderrte sMatuM loam wiN $Uaq dMI llMln Then is dascrihV as iredetately well dralW solh on µ»fly "M areas an low rkges act loot gapes a9raaid moraines. Pmiinbgky Is imd aM wain capacity k iHigh. F FielE Odeiratba - tAe P4aad silo b In m rider Page3 H Cuma, Harvey leaaradareawith Ift aM nm1ctree. Kf Wlsidentlfledwere siA mthe Pr¢vn high lamin va%tl o he a 7 In 8 ins were uMer Me A Ha1]ai VmamglripA groutl waterm5ea]m BiMYs. M apcnpits with wamr levels at 9imh were eA nela1M no its Mcirpldc Id nms were nbsenctl In the A hmlean. Ro water was absened in Hle pissIWM that ware tmnpiamd by Mis WI tqi . G. Cmrymatim Ma[M W gminp JSI, U am g3) were mryileWl vermin the psopmetl area wltti lwn tuber pits observed az alowerN albn. AR Pits/bvmg xNevn6lareerNt93 Nserne GdY t3nlerlt In the MW hmiml. T" all bad levy and high rrdmmolphm matlitivaImde] theArdsasvatiin does at mmarry aM faunm dR11M.9a(I TIC tim if gfd timin n ticea oRil d )^, liCre R m psdanged satsaafim fa more than) avaeaRhe days wimin Me tap )'. H. Gwermrenl RelmrtsaMCmnmmts-seeattNAM bare c Report foam Lamy Jacky, State of Wptmain Ward m Spectaba. Th adjx proper as an me sergbwsst etl mthwest hW repl� nemtl Wins imhgM. See atmchm Will r worts far those sites ThereaW be new dwellltgmthe east. N. CmcbWmyM RetalmraarpW - Meske is adlaNe fera PGWiSaseWMICM by the red a W*k cmtliHomdclook shore. THve ypnnmbeoaevldelce of hsonei Wls t IIYMophyflc vegemtbn kloa of tic aafre water (eases Ibe she de m Me position in the aw%taape. 11a KoWaslopaur Me ship witni matop7 pmlMle mIyMIRe. No prgmecirlamraHunia- rswiMin the lop )"u evklercN M ixkof the redotlnlotpkc feaMres. t ThesKtem ynR be lmtallM m ttoe i^mwr alwuaflan a( M.N.. 3. The scold flg shall be nmre Man Me mktlmmn reyd N. Tic fill Sell be 2.5'of A C-33 cede repdrml. 3. Plow da9M LIOWO be Me neriyull reQgrad daptls of 11 Inches Ming dry WI caiditlma» there is m r3nRe of WI ai an". 9. ThesyxfnnbWing cote mbe03 GPb/hl. 5. Cm#tvl tlw bC area of Me nuatl yysrnnrtat:a redo PeBea-l1lNkme, Ha y 6m of t r gAm81:3 m m aPeerPHPa area. Tie Srah G wbcp¢In. Deparhrm[ W ( re wiLL review sM she aM �esvt to male a tYul aBPrw"al. S ftm M. "b HWhter C fiN S l Te GM31 Ral®er 8188980T 1.) w ,L JiW5. T Phn" iedoav dlY Mi unl ty d wtmWn vrm. xeeean. wlernwn. 3.I Sins. OwdosOeJ(mm Un�atibd M9rtaelnFM'IIbn Cavxs..enslte. ).1 SOYAma , ul.wan4u. rdleF Cmtl CauilY. 119rz1 UnIfN Stater Ueaen dCGMa ue, Solt Caeervetton Service, wIN the Mseerdi d Ayluatue rtl We snetm. Itdret9ry d weamtn. 4.1 SteOe d Yhmdn. DryuumedCmener<e Cafe. ChW El r W 5. leaud State fwdgkel Svkv. Taoasmtatt atl mat meet ee,.ilmea fmn: ://nth_ cam_ .mkre CM a. u fiW Cm . St. CM curry Oerttop t wtevtned vteu nvys al Repaa MA"& OowNoeeea tram MN: //CD.rt.crok.wid¢.rnn MV-10-i W 17 f.r:1104 9S£IAp 14 715 � a MY 14 2W? T.:115 S iFsb P1I1 ww G. JCn4) DyRnmCn1 a Comnrrce li E 61wus 6bwt C111pp FNIR WI "7) h161 )t!-2W4 �Y5w5r11•Vl�.wr.iR 1411XFJ5� Y 10 ll 15w R IIwJ i,YtKC I 4r.. CRUX wr.wrxrr.rr r5.n..w..r..l.rr r.ur Iuyv1 a`i� ......r IwMYr:.YTr rrrlY.,,r11.,.:Y:1.w re.5 yRus1. [st• 1Me .dr•. j: [4J..w R.aR.ay. o1.w�• RON" l�utwl� * .Jr r lty +% ys 9wite.� y AOa.a.,-wlq�aatk.. .p.�iar�-ric•-ek':�.+,...�.: R..4, 6....,, ar.co(sl —,....,...r.-7 r�.'�3 {rr.n.�,'dy, n: L G ;�rwT+..S/t.:.•t� ti�.� sAw. 'I• ST. CROIR COLr1YFY SFPIIC T.� M14 =4V6AGR= E 7 C4Tt0\FORM. MEuvg Addrrss 11 ProPaly.Ad±toz f ti65 a � --Lv¢P:®vQ Jrvaa¢f sw�uacv. m) G1,,s•.'•&jg9t&jn!&t1 n16-Io'7C-SO-10D LEGAL DESC=OT p Roperry Locenov Y., /VRU %, Sm , T 26N Rjw, Town of C < Subdi�aslDa Plaz v LolR 3 Cerv5ed Sor -%PF i O/ volooe Pag:=S _ R'erranty Deed:/OL II?) (before z00'�'otme �//Peg::' Spec boeae oya PS Lc lmes,d°� 1-rya ono SYSTEMMANTENANCEANDQR;J CERTIFICATION Imxop_cr- tun aemrm.ns o' vow mobs nxm a cld nos mbm®m.T noh tobnme 1x Prot': ofpomaoonC o¢x nqo: mk:rn>ks Yms aro ,dD—i-1 In, albv Pam+. RTevcnym tutu a e3a SturmiB13 W m § n`. vem¢:�sen� cyemWedsssa Gros nuw-o®s r-svaffaiLbes me -gym m SPS :53(I) mf ¢Gep[v � R Gva my an=} Oic+v:e :bepmpv!y oxnaa s to svSN to St Cmm Cmmty PlmnwB S Zonmg yparmm a cm— cma foq ngnti by nbe and by amu'm poop a. lommman Plmnbm, vmmmed plomba or a oc pmpev o)w Wn(1)6-oo- va»aw 1PoW ryslem u m pmpa wa common and/or(3)9av¢ro-'¢m and pompme(dnmmnayj 6e srytie m m loss LYen 15 rdl of sludge Lt, m: ooamgei beverud 3e stove zamwm¢ Wool a to"unmm ne yosam S"x dusn Jtoo mndecis ea no. bemn as vn by it Dq vrno:Safi}fad AbfemoalScrne,S mdtlm Dape',m-A DfT'mxlAvmlre; Saeof R'¢ C^3:®oar {'.oa vom s-n_nzma Ees aex aaaem imac Y-u vxL mirmedath:A tro¢ Gwty Pl®m8&lueme Y.y =Ka D`me asv eyanm tutu. Lb" cnf ilsmmm¢woove, b.v cfartcmdN m R:psv of]bds 0 o: Nvmbero b ooms I)L)49 SIGNAP,R OF APPLiCA'z]TS) DATE •••Aymfom¢am aznmasrxesm'�e ou, ovh m b wary+ p'—'mc. Moog. vv to 4 Pima-ME &Zn-m nmvm... Inaldt. nT my=l m a reaaai lwmtnry d n':om 6e Rep of Ouse Wool a copy of me:mt ,!swvey mqC refamaeo mam In tor weumty oeed v j f \ � YyYyrl FE t�Wk M3�d RU�NNG E.. comlreru.wLgov isconsin EaRIY unit swat" 12 E SPRUCE STREET CRtrrCWA rMlS VA urn P.AJ b JYn Cr)4. �wmnm .„..Rme...m.mm Ime Og zdd] �i h 2t� �`' .�WiA°y(vnf RECEIVED //X (/ CURT ID Nv. 22d832 TI1Y POW/5'bmldng JUL 0 3 2007 MARYIONOLLISTFR NOLLIS%F WLL TESTING gT,CRgI(0.Y}efv CROMCOLM !!! TCROIXCDUNTY RD 101CARMICFUEL RD RIVER FALLS WE WW24011 RIVERW9975 FALL WE UOSON WE 54016 �)esnJ duuM ofdulmosondo dePMm¢u conducting InstitutionsIthis W^Jxs) C/1 C7�.�y_Nt] � CONDITIONALAPPROV'.L PLAN APPROVAL EX PIRES: ME Will I1 IV NO, IJ ")her invs ID Na. IJ%%] SITE: H»pf No. Remark 4 cmn camas. PAase6rmbMidevufiman mnnbnA SE 14. M1'W I/J. S1LTIFFS, RI6Y' mauC In FEE mrsesporidencirwiN ajEcomit FOR: FacdaY'6 %IIARVFY 111 MA CSM lugs l mtl2 LETS. OObsed (xl Type Soil Saturation Determination aged Objectorsh 1132415 Me tuMwnal described alk has heed mimed Per cnnfumurce with appLWle Russell Admen IC Cfaes end NSswvm 5arvm5 Thembmmal hashern(ONDI➢ONALLY APPROVED ITe axamr.ude� din Chapter 101.DIt1 DL A iscumm suwm, IS m5pautb]C In Cmmplmna WM ell CWe rtquuemmt5. Th, Following cmmuen, risk 6e met Gmng wmnuc3101, Or lnNIIN/w atl (lobo W oCcuprc5be use: I Approve] rs Far Framed Pursuml to a Comm glo0(2). this Adm CWe I, manage me depth to xuo/ul and oemm sCm igllW2Xh),Wm.A on pmcesa nppnv.l nrthe mtemmrvednerminuimngaes tl/e situtionWea Cummgs)q_eatuesw AJm Care err Jeri bolo theoundsurface m IMhighest level of wit sewruunn when redommnmhrt fumurn are lest Chen a inUio below the bonum of the n hummn '_ The eswnatN bskshm level or prolmga] wil mnuauun aPPoved mierah'u dneminmim Is 6 Fears helow gad, At least 30 mmin,f bond lift on Sop of 6 lack sal u,,aun¢d'msbs soul is remained for adequme moms and dispersal. 3 Tlee Essal wd applicauxn the for Ne mound shall IN, 0 20 8pd IF, avtl dr look baring rune c G 5 At It < Chiu1 doxOff m a depth 0f> 12 inehn a umNmm, prior m sand phcemmus egmml to unprove venire) xmer movement into me soil Smum can5LeMuaa along lopeuf NC edge shall mound bad in diver Jle POWater dir lu maybilllsf[besys form cownslpe mound for dupe has been soomendandwdrvenitnwwYer dirk may h [be me, A 14 down slope mount un� slope has been reCummendN hl me evil and site evaluator w increase hvssl arta. 6 Time apt al shall remmnsabtl unless ehe site is bill in such a wit, daunt depth lu and veweemn xoild change wdsarvnad,rdm nm,,,j fur unve Jays tee derths less than 3 fen Fair, me :nalmdvs surface of W, POMIS msmbmon Crmr m,ait This apwrvm in n0 xa, ed naunhes We use rfroM p•nems to es moms the Orion to lips groundwater on gem wMr panel, or plumm, of route], B A copy of this approval letter and annulments mute:a,,nmin laa-mound syvem design for vie for Purpuss of Man approval also tomes Element Nomura, It IF) 10 FOLI-I'TIR No' universe IrN<mterymne 19:thrMdNuti Rcjwn waz r-enmpantM x,in a plan and an "pinion, date is sxovn on this Imo, the exptnuur date or f,. the inigne or to the claimed on the Inwrieive Dm,,rhoton 0.ryon A copy of the approved plans, rpniMvtons and this letter shall be on site drying conswebon and open to mapst by undonssil ,preservatives of the Department, wnmr con beside IuW impectots if pled mdrn absers Fire submtttedm lieu of uddmond full duties, aropy of this deomvnl least and index snm shall be atncM1M or plans tom overspend with the copy on Ele with the Rpnmrnl Alf pawns ruined by the su< or re, haul mwniplm shall N untamed Pnor m mmmmvrnrnt ofatnsrvntweustatlatton afternoon If this mtu'umtmn pronva will distuN one w mare wit of land an Erosion Cenral Nouu of Intent (NOD "I be NM with the dqutmrnl, days poor to vita ant dtnwbmg aniwm You will coed to either file the NOI and an control plan olio It At w,,reence wt a,, so aubtnt m nrnn completed NO] theseat a peon summery olac f Wool Plan to u1, "in atltlhnal fen, or to the confied mu cipahey surviving ang this gmvl the Al of Safety K elm .. Fes the nightrtgme manes, or adificlorsshould conditions arse making them nesessaty for code comphana As pu star, sods 101 I2R I, Formg in this renew shall relieve the designerof the rnptmAihp for doll a safe budding rudme,er turnover Ingmnes concerning oho mnespAOme, may be mad, tome at miephone number hsiM holow or in th address w in,,l o,he l Sincerely, Or, Required E IW00 Fa RedinvME IWW �aEO�y/ 9ulurce Due E 0 W 1 <ruYG J ily PSSAAV 1 S lidl Spuyta Irrigated Smun Hneau Wi6tdgRT <hue.']st3 (7151,2o 25" Fridas,, nit am lu l to pm Ivrs latnky^d n nbm or Hmyo NotErnm Parcel N: 0104075ai0-050 01V200 0503FU PAGE OF Alt Panels 3130164598% 010-TOWN OF EMERALD Current % 3T CROIX COUNTY WISCONSIN Crenon Date Historical Dale AIR N 6alea Area Applicaticna PermltN Permltrypa W 0 Tax Address Owners) mrs exmr C. Curran, CoOm"r O- HIELMEMA, HMVEY N 85ULANNA H HARVEY N 8 SU2ANNA H NIELHEMA 21SO 55TH AVE SALDWIN W154002 INFAMOUS SC.Scosol SP=Sm Trips INhtN Description SC 0231 BALOWINWOODVILLE AREA So 8020 UPPER WILLOW REHAB DIST SP 1700 *ITC LepalGesctlptlon A[rae 341501 Plal WANOT AVAILABLE SEC 31 TKNft16W FRLFNA BIaFIConOO Bltlp 010-1015-60 45951 Tracts) ISINTw RnO 40114 1601/4) 3130N-16W NW Notes Parcel HII Data Doe Voldrago T"a 09/071ZOO 629442 1540Y48 WO GV17/2D00 621338 15031155 OC 111 420/414 2008 SUMMARY Bill Fan Market Value Aeeesese with. Use Value Assessmem Valuations. Last changed 07QSSKO5 Description Class Acres Lane Improve Total sow Reaecn AGRICULTURAL G4 21100 4200 0 42M NO UNDEVELOPED G5 05C0 50 0 53 NO AGRICULTURAL FOREST G51A 600) 3Ga 0 3600 NO Tools for 2008 General WO RY 34200 T,BW 0 7850 woo $a a 0000 0 0 Tools for tool General Prorm 34.200 z850 0 7850 Wootliand DODO 0 D Lottery Credit: Glelm count o Geniucnlon Data semha 204 Specials: User Special COea category Amount Special Assessments Spacial Cha rpas Delinquent Chagas m D U Total D INTERPRETIVE DETERMINATION REPORT Property owner: HARM yHIELKEMA 590 Summit C rcle Baldvnn, Wl 54002 Site Location: � Lpv?f 1�� 1.OT 3 rr' n W'h of the NW y., Sec. 31, T30N, R16W Town of Emerald St. COON County 13969b Structure To Be Served: A proposed 3 or I bedroom dwelling P.0 W.T.S. Conditionally APPROVED PP1MR CGMMfPCf DIVISION On SAFETY I AND BUILDINGS .f.Ti.b.. /P. d4rniS.L Prepared by, _TSEE C RESPO DENL6 Nary Jo Hollister, CST a22432, Designer #1859007 Date: (1,�AXIAIY) O6-OS-07 Hollister s Soil Testing & Desgn M875 6900 Avenue River Falls, WI W22 Phoe: 0151426 1T75 RECEIVED Fax: Q15H26-4827 JUN 0 6 2007 WE, 1' S 9JILONG6 I. INTROMCDON On May 2, 2007 a site and soil evaluation was completed by this Certified Soil Tester to complete an Interpretive Determination Report on this site. Previous soil evalualiou concurred that there was no AN site that is reeuired per the State of Wisconsin, Department of Commerce regulations This report Is remand to detemline the suitability for installation of a private on -site wastewater treatment system (POWTS) In lieu of groundwater monitoring. A sot tester was prewamiy on site (date net kmwn and be, paperwork is available). Assistance was asked from Leroy Jamky, Slate of Wisconsin Wastewater Specnafist. See attached repot. This soil tester did renew the previous pits as they are still open Redoximaphic features were ohservd in the A M1onzo n Mr. f ielkema decided to investigate Oliver areas an the property as he dims n acres M addrtonal site and sod evaluation has been co mpletd and submitted as a revision to this report so that there may be two sites for POW(S on finis parent. It. PREPARATION OF REPORT no report is being prepared accordiN to the standards set forth by Caren 85.60(2) of the Wisconsin Administrative Code and a guideline pepared by Leroy Jamky called "Preparing vie Intepretive De[ermirnatlon Report." Ill. REQUIRED INFORMATION A. A Soil Evaluation Report has been conducted according to Canon 85 4 and is attached as part Of this repeat. B. Ittal Hyd"M 1. Surface Water: no paMial appears to take place on that site based on vie slope of the land andvegetation The test d area is at the shoulder M the slope with a two percent slope 2. Subsurface Water: some rainfall leaves the site and some is absorbetl info tM A M1otizm. The silt loam texture within vie A horizon has goad structure with root and worm action taking place. Tine subset has a higher clay content and a weaker structure which tends to hold more water due to the evidence of redoxnmorphic features at T Inches. 3 Sml Saturation - mll appears to becone saturated under Page 2 - Hielkema, Harvey the A horizon due to evidence of redoximorphic featunes. Saturation caNitiora were observed in boring 3 in honzon 4 at the Ume the test was corducted. Two Previously dug pits were observed! at 100 to 200 feet to the north of this site and at a lower elevation. Water was observed in theses two nibs al mile inohes. This sal terser raniit confirm that compaction had taken place to field the water or if it was high ground water 4. Surface Water Elevations; - tins area is within the Lower Chippewa River Basin. mere is surface waters Within a mile of the proposed system. See the attached map from the U S. Geologicat Survey. The headwaters of Carr Creek is located land 1 /4 mites to the northwest and flows at a southerly direction C. Geomorphology, 1. Parent Material The parent material is loess over sandy foam glacial till. 2. Landform Type The proposed system is in a deep layer of loess over glacial deposits. D Landscape Position arc Local Topography The Proposed system is located in the middle of the landscape and on the shoulder of the area. The shape of the slope is lunar antl convex to a minimum degree. The ground surface elevation is at 11T0 feet mean sea level with lower elevation all around the site. See attached U%S Topographic Map. E. Soil Serves aid Mappi Units -The kdl Survey of St Croix County has the area mapped as a Freean Sens. This soil tester encountered the conditions similar, but more of a dark gray subsml instead of brown. The typicai profile per the Sod Survey is (in a cultivated areal. 0 0", very dadi grays brown, friable, moderate structured slit L.aam 8 11", brown, very friable, moderate structurM silt loam I 18, brown, friable, moderate structured heavier silt loam 18 23, dark brown, friable moderate rtiuctumed loam with Strong brown mottles The seas is described as moderately welt drained soils on gently stoning areas on low ridges and foot slopes of ground moraines. Permeability is moderate and water cap dty is high F Field Observations the proposed site is m an older Page 3 Hielk nia, Harvey pastured area with brush and smatter trees The soils identified were similar to the Freeon Series except re onimorphic features were under the A horizon estimating high ground water to he a T to 8 inches. The open pits with water Levels at 9 inches were examined and no redonmorphic features were observed in the A horizon. No water was observed in the puts/Conngs Nat were completed by this sal tester. G Comparative Analysis - Slat Borkws IBt, B2 and 1131 were completed within the proposed area with two Other pits observed at a lower elevation. All pits/boring were similar except B3 has more clay content in the third horizon. They all had law and high rdoximorphic conditions under the A horizon varying from common to many and faint to dlsturictive The prolonged saturation does occur at y". There is no prolonged saturation for more than T conneciane days within vie top T". H. Government Reports and Comments see attached Inspection Report horn Leroy Jamky, State of Wivarsin Wastewater Specialist The adjacent properties to the sodhwest and northwest had replacement moots systems nmtalied. gee attachetl sal reports for those saes. There also is a new dwelling to the east. IV. Cerclmnon and Recarmnbation - the site Is suitable for a MvVIS as eodeeed by the redoximophic condition described above. There appears to be no evidence of hyddc sells Or hydrophydc vegetation. faint of ton surface water IeaVes the site due to the position in tits landscape. There Is a slope to the site of 2%and no surface perching anywhere. No prolonged saturation occurs within fine tap T" as evidenced by lack of the r doximorphic features. 1 The system shall he installM m the higher elevation of 10D.80'. 2. The sad flll shall he more than the minimum ce Wrd. The fill shall be 2.5' of ASTM C33 cede required 3 Plow, depth should be the maximum reguirM depth of 12 inches during dry, sot condition so there is no Chance of soil smearing. A. The system leading rate to be 0.2 GPD/ft2. 5. Comtrua the toe area of the mound system at a 1:4 ratio Page 4-Hielkeina, Harvey instead of the repmred 1:3 to increase absorption area. The State of Wisconsin, Department of Commerce will renew the site and report to make a final approval. Submittee by, MOIJ#A6�/z A1ary Jo Hollister CertifieE Soil Tester )P224832 Designer#1859 W7 REFERENCES: 1.) Martin, L. (1965) The Physical Geology of Wisconsin. University of Wisconsin Press. Madison, Wisconsin 2 I Soils Downloaded from University of Wisconsin Education Courses wehsile. 3.) Soil Survey of St. Croix County. (1990) United States Department of Agriculture, Sml Comervation Service, with the Research Division of the College of Agriculture and Life Sciences, University of Wisconsin. s.) State of Wisconsin. Department of Commerce Code, Chapters 83 and 85 5. United States Geological Survey. Topographical and aerial maps downloaded from http://terraserver.micromft.com 6. St. Croix County. St Croix County Devetopment Management Plan. Physical Features Analysis Downloaded from htm: //co.st.croix.m.us.com wmr.om.bvBacmmwm SOIL EVALUATION REPORT v.m! a 3 w.wmasaM.n®+im AQui wRYblammmm�rYYwYw BlrzvllMnnm ST CROIX BWY. Baww Md wlwwblv®Y�ww MBIi.O. - wa (Pmtlq) YwwBQN,wbwswWe.mllQw' NFelXnstl Bkb2b ••w �: �m�l�c p mvve.v.v uwN ml- .LG4vn � Po❑d F YOwr JUL O 9 MA HARVEYHIELKEMA fM ly W IY NW IN 5 )1 T )0 N R 16 E(o1 v/ GmmJY0mw1Wh00Nem ST Gt01% SGO Bummn Grtb 3 • 9W NnevC8W1 (Pe�81 Cof B„Ww�ry WI 5BW3 1 3850 :b Vlgv xew Wb INM Avmue 0xa Ro8tlIMnMON 3n4 ae.J.B.Bmq�Y. w. a w a aRo Bm�nw ❑ wY mmeaw.Onuw. v..Bmr� Wcw m1 iBm McYrwcm BTmBmw a �.Bww�.Y Mwmsnrc,�..zwn..m ml-o)b.Bm¢mw — ��fgA -lu b .a Nm.mmmwm Ism waP.enr<oaN�mnm.nm°^1 ��'^ 1�'�' OY� Ffw b3. ❑I B,.,V, 0 Pon» ❑. y„ 9935 II 6 wNwgW? M1 hYa0wvwm OSw M ca. l OrPo Ca. m, 4.w,. O.. 9z 56. GvaYU Bv.�', Ro[w TA1 S9 1 o-] IOYK)rz 'I Ngdf" mvX Ma aB oe 3 7-8 IOYXA9 eJ 14 1 I mvh a Mw XN 06 ) "0 IOYRY) vJ Ifa mfi _ Mm 04 O6 fumeemrce �)fM ❑ ❑ wm IOJAS 11 BaYVB Elm dvvtlubW 0. p WF YYi—b IWn OSw Omvi RMY Mtbv Y (Ien Crb Ttl 9utn O fAVYIYY B>MaY IVY fAM 'E¢ I M IOYR)It - vl )rw mvh Ivfm O6 08 3 ♦9 10YR)6 n1 3f- m0 Mw 0.6 1 09 ) 911 lo"N aJ IRme mfi Mro 0& 06 d 11-14 1OY aJ 1f-wG mfi M-m ON O6 'Efo„¢I.B7J>A�_SID ^BLeEI�>A�19nK '9MQ.9U �LnKatl IIYSLnM (gT IYn 0A� qnl b XdlWa dl�Nds Sml Tesu hlke� fSf NviN 33N)3 Myw DZ W9A56SpLEymMCetl Aenue v. 0.rvv Felh WI Stl33 q.0$-w 0] T Xn-w (715)]ISS 426-I]]3 Rwmry o... xreLK2MA. XaN%( ot2) PaMlbl l�• 1 FeBe 1 J mop ao�a®®®m�mm Amm��®m.®m®mm a��®moo©®mm p Em m .:. . i id oMEN The Depww:wnlfCnw m NMI oyponwity a` =Mll et"MPIIYm rzvourarEv aeM' nee! M,MnM , M Y: M= boom, q®. mnw t Jc @IMMmt Y WS M 3151 w TfY yJ 2- 8„/) Plot Plan for Site and Sod Evaluation Page 3 of 3 Propertyowner t"=aojt LegaiDescription (wZ) w`ko�'h (except where noted) OJ = Backhoe pit North Site Location: FILE NUMBER ^/V16, Z� L D 0235 CERTIFIED SURVEY MAP • j 6 Harvey HieiRems RECEIVED Locatel in the North h of the Northwest Fractional ''/.ofSection 31, JA'J 0%2005 T 30 N, R 16 W, Town of Emerald, St Crox Comfy, Wisconsin NORIHW&4PWRNRH UNPLq_77ED sip c uhrr 9RCTION94T90 N,R16W NDR9NL TTE- /� a RIHQUdR1ERWRNRR (Paved rz"hw Pipe) / _3Bho_mE�gy--9 ONy 9�d2'ImoT 9oWN'RWW s T OWNER'SADDRE99 509ummitchle Beldw Wl 51W2 81 ml 51 In, FI J¢I 6 =1 I INR TART V LA SVN53 11 VW LEGEND loeei.eron.le�aggPpeen B�,6q '96 ., t s LOT R 5 5.` 3.ges RCR&S Vo * 199A 73Q. FT. 94 13' Q3P265ACNR5 • S,OR s OUS \� NByso'S3"W 33.04' N8B°51 q•W !t mac ...... Bo.Oo' N \ DA �7 N0TTD�� A1 ,1.909ACR&S OR PIS7. FT.. u cZ AC OR ��