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Home My WebLink About034-1014-20-100Plectel OF PRIVATE SEWAGE SYSTEM scary ewawq wom mvr. INSPECTION REPORT PertGENERAL INFORMATION (ATTACH TO PERMIT) wlgcn . nemn wvM St Cmlx Y.avax�Mw 61536t peen Foxe Curls B Wmle DrewsM t * TOWN OF SPRINGFIELD .. x. 034-1014-20-100 px 6e. "•° MQ� °w°"" 6M1 Co/ eF l+a ""°""u•"oxN.OT 29.169R0 TANK INFORMATION ELEVATION DATA TYPE MNIUFAcrvREP/1; 5 CAPACiry STATION AS HI Fa ELEV sew. IJ A— iz or aewrn.h 5 - Oounp � J NI BM LE ,_ Ise.... 'J.8 . Z. °At n. Ss 9A/• c TANK SETBACK INFORMATION 6YMO M1I TAIKTO AIELL LW.On In,ROAD � septic 16, A.,.uen ow PRO IF y7 03. L Neanp BM syN. /63 PUMPISIPHON INFORMATION Froel GrMe Q.,) /0✓6 > WMs[tw GPMN .?3.IIQA At"A l/. /QJ. MeeN Nyz L3AJ fSz 3 .,r '%: Iz.o .� .1m Bm zN mwai �_ Me Joel ,, IiO ImW PIQ LL 1x4N INFORMATIOx Typ Sy.xm -ITT /i yxN ix°mnr J S F w Ml a a ,xw Genx. IF Ir3 .one .. ,41 -1 xn COMMENTS. III Altoe p,11 mex when we All Inpeemn S/,/zc/ l /9 uepeniu!n Feet 2767 11UTH AVE Ckx,: a ii— /:; I* fx4-L L. / . LneMo..oPece- F.4✓•- C,,,Pll 4'tLLc6 It 9/e clnt zle wwN m= f6113 = Z3 Me, 8,L 0 ell kPlIn r d,I ee.xxr�nl)<P l 4 Z6I1SJ "�" y.xSMOI — f V' n" Ineusln 5erv'rea gnvon 1000EWlAva �t� SEP 28 2019 so eo.nez 'i Parm rvumMM ,lnRMvEy(nJ A4tleca W1 707l0] ]Ifi2 RI MI 1 vim/ .S t Permit Appllcatio rwr.l1, 4' o:nm .ns>,..-1 Y u n M nr rn.xa rm m�+ma...o n nr rn.n �unv.ea,w� er"on I'Ploee pq,11&All L lorev MM Alll ,Mtke �;q—lb)N—zo—ioo ,., & N,,l.a... M.dhIg r , W (a le.a., 1® IYP 91wW191 leI,eeR AdllWapplll 3 " O a wm rvrnn Mme'En,w l O�G or ❑RM.cdmrwr.,.110 D...,�o-lr cd a. ❑ l r„ol a+e_ ❑gr.dl,w..d-pn.,r�.J. ��11 - ❑pr�g.nl ®,wna,p,i.gpl.rd yk/l2 5ll Vft Lf In IIIT kwJ pm Loa an llpeA l.o Ilee Ml(applica]� ®nmw [j 1.'..4 1,Ad.g n.kepluxnun nIY ❑ orb MMrtrwoon ro l"o,g BYnun(enpbl] ❑pmn Ru .uxu r ❑pe nm4rmN r R.vmw R,mu NvmN Rd. nuWnsev IV Iyil f MWIJ �Slm c'wryonoJpevra. ((T¢Y ell r LW apply) no o N. .nd❑ N,r...d o Ar w M1.1d 12e'..1.,lbr. kdl', dnueoM ..,D.,, � al wA lalwww .Iw_ �.M p'p,n �A," eo 450 w+o nm o. t VI Tae4lofo Op yy n w am5n.w i N 2 G E .n .at.,w 6 d L Lyu. lW] I xdrra rn LReunx nue ❑ am V110M e,Alu 51p1enlem. 1. N..6,.Ip.LL auum.mpMY ilualry plain um4u N,11011p mpern iW.w omMr ,b nal Wm[d, mor.Up C,dI E56 708'"Aee Menomw¢WI 54I51 V111. t/Ce ITJ d9 l,t m /4 IX Cwdll�ir reXdffrplgyppwval j :A l• dlper tu-..r.ne n dj" dLne. two Q,Lti.p�,r (_/ ud--; slow /ten vrrae e $BDa%9(ROLbI uu.fr.rwplx pNn l.,uuynem.ve.uemruoue[omprmNmpp, n.r Ln Yusu Jll.rM,lnds IN x2 TOP OF ° o- 1' IP ON P/L 9830' � CS OOM ELI' IND VALLG \1 �4' CLEANROUiE�NE I GARAGE P-t 100➢0' ELI B-1 ml P%BAR \ I00/600 GAL SEPTIC PUMP TANK 02665/OD85 PVC ELI qq P-3 N P ! T A �21• . m 1/ CST \ GOTTFRIE➢ NO WELL SM DISTURBED ON LOT 101.12' GRADE \ a + = WOOD LATH ON� \ IN.5' CONTOUR CHRIS L NICOLE ➢REVS LOT 5 CSM 19-4RB2 PART OF THE NV $, HE Y, SEC, J, T29N, R15W TOWN OF SPRINGFIELD, ST, CROIX CC, WI PARCEL A. 034-1014-20-100 4 ACRES PAGE 6 OF 9 i own WRAws"m wurummiz fternmen September 24, 2019 CONDInONALAPPROVAI PIOIIAPPROVUFNRM 201 09"MONALL7 Ran Review: Psxff 9190201)1C APPROVED DEPTOF SAFETY AND PROFESSIONAL SERVICES TODD SINI DIVISION OF INDUSTRY SERVICES E5609IOA"Avenue Menomonie Wl 50751 CEO SITE: Ovisiad NRWe Mares SEE PONDENQ 2767 Ile Avenue St Croix County Town or Springfield NW %- NE %-5]-T29N-R35W FOR: Contraption Mound Component Manual -Vet 20.$ED' REVISION 31sedmam Mound-<501SP0- 10691-P 1N 01/01, R 10/12) New Can4m[tbm Vtobmibngfrtor- Pressure Distribution Component Manual -Ver Effluent Filter- Mamtenarce entered 21SED-1020SP(NDI/D1, R. 10/12) The submittal described above has been rtv2wed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes The su smmal has been CONDITIONALLY APPROVED This system is to be constructed and leafed in accordance with the enclosed approved plans and with any component manuallal referenced above The owner, as dented In chapter 10101(10), W¢consln Statutes, is responsible be compliance with all code requirements No person may engage in or work at plumbing n the state unless licensed to do so by the Department par a 145 06, stets The fallowing conferees shall be met during construction or installation and poor to omupanrypr use Remindem • This approval is tin revision to previous approved plan for this site -MVTSs06I90093d-C. The location of the mound Is changing bemuse the house Is fixing built across a portion of the formerly tested area. In popular, the mound design Is changing to a a' x 112.5' all • This aplxmal is able to the condhiom W the lnterpreHve Determination approved forthb site on July 21, 2003-Transaction M W116. • The mound site shall be properly preWrel prior to plowing. Any grasses longer than 6-shall be cot shortand removed To avoid matting, any leaves or loose organic mattenhall be mixed up and removed. Curt trees and shrubs Mush to the ground and leave stumps. Avoid operating equipment on the mound site. If necessary, use onlybrtked equipment. during dry conditions, with minimal passes, to wont mmpallon e A sanitary permit most be obtainedfmm the county where this project is bated in accordance with the requirements Of Sec. 145.19, Ws Slap. Inspection of the private sewage system installation Is required Arrangements for inspection shall be made with the designated county of cal in accordance with the provisions of sac laszgq)Idl, wis, sun. e Astate approved effluent beer is requited Maurtental Information most be gn'en to the owner of the tank explaining that penodlc cleaning of me fikerIs required. A copy of the approved Plans specifications nd this leter 5h ere Burin open to inspection by authorizedr n:al of the Department, witch may ndodelmol ln$veao i Owner Re ornslbllkles e The current owner, and each subsequentowner, shall receive a copy of this letter owners shall also ensuing copy of the appropriate operation and maintenance mora l and be responnble for that P0WT5 is operated and maintained in accordance with this chapter and the approved management plan antlers SP5383.54(1). In the event this fall absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described In the approved plans The owner Is responsible for submrttaig a maintenance verification repot acceptable to the county for maintenance tracking purposes Reports shall be submitted at intervals appropriate for the components) milked In the POW Isi In granting this approval the Dimfron of Industry Services reserves the right to require changes or additions should conditions save making them necessary for code compliance Az per state stats 10112(2), nothing in this rii shall relieve the designer of the responsibility for designing a safe building, structure, or component Imporiess concerning this correspondence may be made to me at the lehaphone number bYed below. of at the address on this letterhead The above left addressee shall provide a copy of this letter and the POWfs management plan to the owner and any others who are responsiblefor theinstallation, operation or maintenance of the P0W S. Sincerely, ��) CeCel%luG k"rG Cato Ellzabtth) Rudnlcki Wastewater Speciallst/POWTS Plan Reviewer, Division of Industry Samices (608)400-3186 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Pesinerldl �P'Ullnn MDECAND1R5EPI Famd Nam DmNlcundS OONOITIONAUT APPROVED Dwnere Name Chat Nlme Dew DEFT OFSNEM1OFIAND INDUSTRY SUV[SERVSCES OM510H OFINDOSi0.Y SEANCES O Aacmss N1 VBe Stan R035 W1eMr. WI N]R �le� �udn:rb Leyl drtn{0m NW 1N NE tb Sm W. T]811 RIM S@fa PONCHICE ToaneNlp S rm1N0 Cmnpy St Orde S,pNmo, Nam LSN I WBBt ld Nmaw 5 SWNumd, 1U PneN 10 Noma' 0 41014AI W MD Pan TreneWlm No Ppel Ildl, and lMe Ppat Data am Ppea MwMdra,mP PaEad Lalerai and doe. lank Paps omP WN, Papa Pap] None and and lm Pape SMPla lxssWePM P,ps SM PIm I'=W Sule Osy/s iaJl ya LmwNunde] er MPIJp Dore m'10'18 Rne urC✓. 715235 ]6aa 5 pooae Cu Mound Cnapaenl Mwe1 M POWT S NNon ie a1M Sed-1 11 eM BTSIS IOIA1"old Ind b p,mmIaaN Cmmddmi MwY Vw 20 Sgl 0106P IN 0 Wi R 1W41 Varm7l(R WIN Padeld 9 Mound and Pressure Distribution Component Design elbin!r al IR u,q R Missouri Or CwnvdY exgn n a _ 60 Deal eaWu1, FbxlWel nomeenm ea ngicticrl19e9.1 5=Ill 00 Design Pwlpbl L IOU 50. tremor Line Eara lun in 0'. nepn lm Dral Faces Om i 0.3O. m.anm sort apwlullen RN o nall ppMmlen C}IlMwmnlnn zeg. DiapmM ul Lamm Love rwraM• ®cawMnM Lp. 0opeaY Ce! Devi9n LosI i Russ goal IsnApdWWeealer Duegy 11 b2) MNleleielSYelii911H1�e IiMa,MCuem Y Perue_OYYp,n Leo,matwn mwa'+ Enter a Ic uc7 C CnYr land goal "Nor z e.alLawas alweaH. eM, wNR 0.1l0 rate L Eumem Onier Um l00 Eaumalee uarskw Own a.w nabnM1 �ao. Fmimi W nish M 1 lNOOis EwaneYiLnpk (N Iluu NalwmmNne,inpWT L_ y i M.iel PlmpTW. Flrvelkn llU Enlery m,N S Opus, He"let a la eG Fortmtln Oryral fi l 1125 Vesol DO Or I War Sx Van VOPan(ON _116 Fnmw Lma m) I es w MllrmumnwavMrmelgan ON iFear tons Do I We eyabn DM wi 'T M&I'i Dymmlc Hand Oro V IabrM glnelw SYObr WnMWd DlenMbebclbn on lss l so go0 am TM TanklMomullm 'cal&ry Tana CWwq law) NldrwRGws Inc IManulaviurn p Tank lnNwmalbn __MOSO kCapa ly(gal) W3 Dm Tank Volumeo lnl u1MWDDc Im 711enulanurem WGetl p MwwS m gMw,meam call r —. Total n, Capecty lwe 1 oking read tear um I gaifin lane, smog In we W) Emwna Flnn Informal Mar Mawami LTOIe Filhr VO __ IFllar MaWl NumEer Mound Ken and Cross seeuon Mews —T v� �y Are, 0 0 0 —} w —A 1 6 + �• Mauna Companion oLre mearm SOWn ft 1d0�1n IIn 11 0 a J I5 w e6. L4 m'loha Ar rynelcea 1N_W wood Area AvondaleCOIq:Ml111merluM RM 1125 no 11105 ON PM me m Mound Cross Ssctlon view senranaM olepew Anuo Finished fame 1M 1e 1fn 1 OITH f 1W 60161 omen 10 do 161�l 4ns1 CMa.eelca p Ek"Olk, 1 � ° 0 Cmm❑ EMrshui 67 %See Sops apcno co.m Needed "a" i- uewna can ICy Y$ 511 P4f craeof Ye ®Is MTMCwomalcy i lQQM T 1waYeweepWM MLM C]]SW i / - 8 nueeyw d °7" •'°"11e" 0 j a�M�xie"o no Aonna.M 1— 1 �—A—i dev[uimel Vuel Fq'M DIM Mound SYe m papa]N 9 CenEar Connection LkMrsl"look otapnm r.,pN=I •,=.I w� l NllIIb.Y4yuna`nnasrllI ra wooaWilmlnbeue o.]+-WsWue nm+1r.Ispe ll On ez .GsGpkp.L..amiernl.y.Mrb n ow a: r1 N plsp N ioM1felww RYRaY Wle0 M"iWa To,i low faanFvoc+ End DWa Tank lnlormeBon�r„ a+uee tau n W �4a ea+m.v=a+nnPan� 17 uau NNIod Cac Xc NwNcwrw ]m &W W G W e VabM fill Y61iN M® Gslim Mmsu� i]]1 5 94) B 9W ZSW •Mmrw�+ a1 WW o i iz.wjjj TIEZ a+ ezW Won eap.m G Namr ManoahAear SJE NMmeua Nero S NamrMMN Nime1 �101L1H __ q M, M,,ymmbm d.. ..Nee �aee.� P unV MameatArer iZwlMr tlYyeyLem Puna MctlelNunMr16N159 �_J Pwnp Muu Oelomr l6 low tl iBW BTGX P"m Gran Mow9Sy PW4a B PERPUMP FORMANCE CURVE .1 ®■■■■■■■ 14 ■ 1J►►!�,II■■■■■ ®"I,.■■■■■ ■■■I"„■■■ 1 ■■■M ■„■■ 1 20 30 41 50 60 70 81 90 11 LITERS r I I IT � _ T 0 40 80 120 160 200 240 280 320 360 FLOW PER MINUTE Page 5 of 9 Wund SWamn Mal 8 m tl 6mrrs Provleam Name TL 61nz PWmlxnB Pame')163O538M1 POWF6 Re µlpye Nmn@,_$L Lm�COUMYiMnmpazwpgr, Phwe'T15331.NC9 Swum Flow and aE PawM•n Ceppn Few -P OFa dam Mulmun l nflwM Rankle 6 19 In EmmMAFbx-b 0G Mnlx '90 mpM1 8aplb Tenk Ca M pl MeaMwn TS Iso mpM1 fill lAwplM Cwwwm Sl <m Ile Me IF 30 mwr Tyy@al WMbmle Wmea@c Mmmmn FewlCN CEO c WML tka,vicoFmommmy EaplkaMPump7 In deem sonoe onceew 3 wla Eflluenl F 61MYIeM em @km el bapmw ev 3 Pwwadc Teparva ue 3 Phan &IlwMlnimon pm,mum Syslelm@4abWe bflu96e]enE reeeuedfbew I,5 Mmme m e0.MQmelnp anCM e a 3 w .Irmwcdwwmdn.ne wLmp. sl.ne.re. _ I 1 ObaveOwplpnele YaYM uM m@pnya Pnbrm I@ Tspb SP538@ 361, flauea M@NpMwp. e areseavee lnmµw ,ntbmmn@mmpwlanimmual 3 Code. 3 Ap pevlbane prwura PPq lMolehanblmml@ergwremmle In 8P8 Y@ WmAdm Cmda 5 lMmwne Wupueanae olluedeAUrbed smas Mll W seeded and mJdl@eb PwaMa@J erwOn and Mp ummn, frost pamrallwt Weral Tumvp Oebll Finished! ............... Gmh VI 60'punperLam--• TM1mdm ClmwW sonbx Vpw Bm Rog m Me VLve oiwwddn Prey owxMwne5yoem Pgesol9 Mound System Wnapenml man wm.rm wxvxw w..cm. om .rwiee me„ Z1"I �i&nu o:`ry Yti Avtl..wo:Ym�i0m c.e u. ivm. z`"ee°'.n� wm me mi nexw mw`w�o m n.r...mr.r.a no BMW mw.o rd.roro wwxdr McWO.Y 3033m o-.mi MdO~BM rm esr.� rreMrmr,r.en e�env r.... cm.rrrrreer MIS mee n..wa.on X.rmYr� a.rr .v...w amw mrr era ndde�•.mrr �. r.Yr w e....r. ne..Y. nr m.r..e mm eamn ed.e erun Yamob, ~mY'a` °.fin %ABMA., °rx°�.dmq`me am.. xImsr Mm..ear..m d.+IB m�em ar mrm.mm�YM rmem s. r.y. nw rm�nrr nde noon nnem xruwsv me.mr 4w.�wr.�er rY rYm. rm.svn nmmd.mar _ av4mnnammnrrYmW�nrµe amean wruna vJ rsa a peumi mm��i uaem newnu avymmrr xr�er m�Y WiaJmmm Wmnvmmmuvgm m4Mmm�mYweprmlM Numw lwfrvern a wlvW W dpenew.rkru rFronydmiawmra ft" I" Tvon.q lxviglad madnmr.e nrw em 3p uoxtldrrlmrry pq wN. XmYnrXsn.xmremrmn v.ud.rrm me f mwft YdsY�eeLeYWYYo wa M4 n _ _mlom..mnPmaia.remmmmm nRNsvrr _ fm�vm.umrn DansrvM auYbnvr �utiF�mn®eimne �p � Ywme anF mnrv.m nw. el vef m+Nap. �mMee ne m^M MvvP.weYrev x Mv' q n^MRs �oMem w rnamm.xwryV err w�a 4er. m.rrmd.r..mxwr b amnm�eer.Y ante wn.nxrgM euew aan iwY nn Yn �a.rer vrsn wr m w6mnn.e I r.e dolma meedar IM nre drvd.r enW msmd�av x�narveipq M mannm rerYnxm asna n r4.e Yneam m+a exemb frva u neeepva r.nrdamvl baMne mAm o diym�ernmm �nry Yw Ycn a in�de�mnene m n vrrimp nµnrn rmu. rwmp rmrsrq. fur mmmnp nrmwavapammmxm xmn. ww»nedmYxm�iweeMdrryearsvmbp av m.M mosey mm mrtm r4 p.m n.gmer r.. rwmp tar xYvanwyem r�w�nyu w.mimmaeW sere oieb�nn nWmanw v Fsu u bww'awn n n am snare v wx m npae v resx uv F�'n Y�iY snm ro Ye4 mna Fm�wq �FrRm wPm r�mmY i ha aay..Y� w� r�e�mwmme n.am�wma�vves�gv w.mm asp mm. � � uro4rm ureats a nor mvsm non.mrwu Teaiennr imomw s bra. R[k4 pew Maup Se Ppe1✓ 9 BM B2 TOP OF 1+ V IP ON P/L 98.30' I o0 1 iz A,c PROPOS OOM PEI L1 I1 CB10➢.001'WA L�1 � 4' CLEANOF ROUNEHOME I GARAGE ELI B-1 ON PILAR \ 100/600 GAL SEPTIC PIMP TANK \ 90' 02' ASTM D2665/DI785 PVC ELI P-3 N CST \ GOTTFRIE➢ NO WELL BM DISTURBED ON LOT 101.12' GRADE \ + = WOOD LATH ON \ 100.5' CONTOUR /31 9 B- CHRIS 6 NICOLE DREWS 10102, LOT 5 CSM 19-4882 MOUNI PART OF THE NW A. HE It, SEC J, T2914, R15V � PERIM TOWN OF SPRINGFIELD, ST. CROIX CO, WI PARCEL Bi 034-1014-20-100 4 ACRES PAGE 8 OF 9 'i C h ME K SEC PMT OF THE i1 nw. RU W PAGE 9 OF 9 ADDITIONAL SITE INFORMATION / SPECIFICATIONS FOLLOW CHRIS & NICOLE DREW MOUND SYSTEM .,xnmriins m. aW=rma.ores a �._d, SOIL EVALUATION REPORT qn v+ear anmenmrsrmn v^n®m resr re nxr.mh uMm ❑ Mw �rouxMpeeea ur,ere c mM m ❑c ❑ui. OT* 1 ®x., w®naa.rm e.eoo-rr. �cmeo.x.eeaxna.r...wcw ❑am ❑m, e„x..m o.aa sissit Mini in mnwa�w.. _ �xera . ee NTvm N�� penm�nuy bi WIai PrHUTpPralnmeWvnewe Am reieneumimeaeuyireiM dini inn wmem ppwm insi c uan Iapn Tremwuoeeee�m�anyeumeeey en ionnna«uw o ®Nmp ❑ eW 1pypin pe[mrexnmpanr4in dlh ssining � Mrv• On Cmure,Mv�.uv e. parn�olmmp�xnr In wI, Cut uxagni "am Gi �B002v w5 g+x mmde 'Effinint.i'eoo ..wZ� u'wO.+rurvnrm emew¢e Tekpmm ximty rN 00 00o At PROPOSED BM #1 TOP OF 3-BEDROOM HOME ELI ' CONC WALL GARAGE P-t 100.00, ELI B-I 44' REBAR ON P/L \ EL \ Eu\ PLI -3 N SLOE zo CST GOTTFR \ NO WELL BM DISTURBED BED /OQ, ON LOT IO112' GRADE \ \ T = WOOD LATH ON \ \ ID05' CONTOUR \ 8/31/1 H-2 CHRIS A NICOLE DREWS ]a1.02' LOT 5 CSM 19-4882 PART OF THE NW y, NE Y4, SEC. J, i29N, R15W TOWN OF SPRINGFIELD, ST. CR01X CO, WI PARCEL # 034-1014-20-100 4 ACRES PAGE 2 OF 3 - -i ..--- HRIS oLV A, ME M11-4RESEC 7. 12 Ke[ M n PAGE 3 OF 3 �.-NYsc n vnse DePaftmem AN 1t 3M] — cusTlpNn }nzq IN) W R1E0 ENVIXONXO'M'AL PO 9Oa I 5 E{U CLAL9E W1 S470:.141a CbXRMIMX A RONAL YtAX APPROVAL CapryL5. 0)n wM 51R: Kwq@ Enabled, CLrmrnen Tmvnof SPnn�eW, 51 Cm, Comm NW 1/e NE IN 57 T:9N, or SW FmWwi Count% CSM uts m nzv Meru mn.na. MNIMOOMCE sT CRma COI SMA II01 CAPMIC jnl MMDMkN WI fW16 Net tiove Trmao6S1M116 Mme m Nn6y FRvev toter lv Mh wiMetuale, meta[ Me. tv Jl mrrepvNelyi vlW J.[ FOR: O JWTape tlOn SPlumuon Oelemumnon rofulMd Oral In No 9137e7 TM1e avbneam dp[nhE abm'e ran been Mw,drm tenform9ne" MU npP"nale WIRMI, AMIMtmuK CWe$W Wea[onpn Somlea. The Mnutml hu beev CO1IORbNALL1APPROVED tTe Dunn -[spec i en CWptn 101 W QO). Wumlmn SOmma, a tMmoble tortompbanu mtb,N 9We Iepunemelxa The f MUMg coeMtnam [loll be met enntog mna m,-non o rtnwlhnvn MI Pnvtmm vmt I ApyrmalullelrDr pmvtW pumy to CponmPedp�3) Wes AAn C9h to emnute lM p[pthw an howl on. [mwun to meal t v+Prtmuve [t TLu apptmal atop Menmmnvn toga � mrtmm mCom eS TD ($)jW Wes Apm CWela p9gmte llc(wM mM mthe NgheR last of smanon whrn rNoumoNlac fututu are lea IEan 0 erc11n Wow J¢ butom of Jtc A Munn. Al lettt 30 mcMs of slnJ lAl on lop Ora 6Intrs nummum of talutntvlal irvsml wd tot adequate mancto Me! EespetW a vurni2tl 3 MOUnd life Sops slWl be i l 10 UMe{, nom area on note al loss [lull 3 Puawt slope[ 5. Clam plmung to a depth M 12-16 Mite; tmttleal pnm to mM pla¢mem a te00 erto evtpOOT IVIuml "OUT mmremlt Into the ml whim am help relrcLlale the effects of platy anvme aM no, peunm aint 6 Iatgsvplog tm slope of M MUW shall bC Irulporzlai Into the MUM darn t0 di%m ylrtaee Ill draiwge OrmM Me mound suntan ] This appnMSlWfavwnvelld antes the nR is eltaCd In mchnway that JlC depM1mmil sawnbm wmW chars orirpla a Orof condmnna toes[ obxlw3 for u9s1 ComenprvC mr, a depths I[,s than 3 rxt Wow tM iuhllmovc surface lhe Fowrs atemhnml cornpolwnt. x Tlua nppmwal moo war mllnntdal[a tole lne ormmepanen,Walemnm me dephmman grwndwllor an airy IRher paa[eh or pomon6 of prods 9 AcaI of rus apprm'al letter am aJlrhmenO MW aewmWttr ft MUM Ulnem plans for rhea ale A wpy or the appeovM plans. fyrnfianow' am tlua lma "I W a-ute dung mnminlm aM ape` to eteyc[Lon q' aWlloei2M lepmenutilrl ortLC UeNrVorvl, xium mar m[lu%Ioal llupelors. a1 prnnlls w MnAm>.nv m>. 112,e } c m�aN'm We Iml munmpWry shell h ogvnW poor 10[0mmememen101 _ N0p OO AP1Oh°s �uFYrveul Wemsuevn mSnRry s emldnu menu me neht lv nouns CN a0r d6m0 1m.req YW1 11ese �ryemrkOrl rm roman fwa6e cvnWpyKc bpv ales U1011E1x1.n WuzmW 6rngpm ^f We rWm+Lhry' fro hmgmvp a svfe 6u0mv& amimrt ar �vmcono�t �hl�%�nhpov6e� mry4 mWe W me a11121elephorc vm.Ev 11Acd trlaw m e1 We SmmtlYF¢Pegm S INN a� Fz RavvdS INN BWoc< S ON f W 5 (715)] 25M Vma (115)726.2U9Fu - 1"'�"eY�m WYeanot COTTFRlED ENVIRONMENTAL I34 4rtlnm Ne, lye r Inrr, wl Sf IDI;'/ISgD-IaM IekPaueo )141U}14MI, 4e lIFx)J-IJXL email. a IN 1 ERPRI.I Al Vli_RI,PQRr _ f.nndlLfi,xuay m1y 2.2m3 Progrower Koo and H M1CIb(boomers U, b'rc Legal Descendant NW NB 0929 15 W Smingrield St trom County bE- :. .. INTRODUCTION On 27 June 2003, u soil test and evaluation was conducted by this soil o caer on the property described above I he wit test Was; dmre in refpnnse to a request by the property owner. Unbeth Chnmenson, as pan around de%elupment of this parcel for residences. It is the Intention ofthe pmpeny owners, Kun and Fllmbeth Christensen to subdrvnde this land and sell parcels Initially, there am 5 panda that have been surveyed Additional parcels will follow. The Initial determination round the ones to b<mergmally smuble for mound type septic systems (Soil Absorption System) However. there was not a clear separation distance of 4 rocket between the bosom of the A hormon and evidence of seamnal saturation (as evidenced by fedoxtmorphicl lures) Asa result, this sod letter requested the presence ofthe Wisconsin Stale Waste Water Specialist, Carry Junsky, to conduct a suds review ofthis site, spemfically In the am of the proposed SAS's sly bur sky had previously visited the about the request ofa sod taster wlto W dune preliminary storage and held assessments on the site The s9nls fe�rumn- sells on -vie was cunductei on 4 July 2003 GEOLOGICAL HISTORY The sods obxrved On site strongly suggest that ne area has been influenced by glaciation. Sods appear to be loess, underhm by glacial till Nu bedrock was observed at the depth of the backhoe pits or hand dug pits The subsurface formation In Ss Cmix COanry emmsts of the Name ITI Clam Group (dolouu¢ and curdy dulonmta) Depth to bedrock ranges tram 0 -15 meters (Browm B A (1989)) That formation Is Of Ordovician origin (Palmmrc era 425 mya) Dtilomne appears m tense been laid during the early Ordovician period, while Ise sandstone was laid during the late pan of one penal (Null, R K. and puull, CA (1917)) Glaciation of St Crua County accuned many times dunrlg the histop of the eann. Blubaugh the most recent glaciation, awing the Plenmcene cloth (approxtmmely I mdlton ht 10,1go seats before presgthic is themust MUgot I mere weresult oftheadvo1'glaftth aspen. Isemod rcxm xine tea wlafansnn slag, 2nla sou late result anh..wvan.emme superior Lobe f Manits1955) 1 he I'hys,tol Oun„ µy if 'Nl .ccn� u, In . ear nI r „I N, , in io. Vo. MfIr It WrlhAto I Iro aI lilt pmr.oIt I Memo imdcnal If, to, .oh,ul ,I It. r ar la: n 11, 1 . fis ) bf, Iy If,.. result ul depirut Iron the Super mt Iu,ILL Iilamrlel I,,,.-,. pp. , "d o1 i" Ap, I _ni f portions of the fit honzon, may to the rondl of Ibo ndlncme if the fan (mil,, F tier or its Y Croix lover LOCAL HYDROLOGY As noted On the accompanying oop,grapho. mapI icg,onally, the land eurtacc Int. a gentle .lope vs the west I his dory: to the wost is presumably the influence of the ran onus frrvv, wbmh lays 0 5 miles west of the wemermmoat boundary of the pre pcny and flows in e :omthcrly direction The property, is approximately 20tist higher in elevation than the )An Little Fiver Although the regional flow Is westerly, them arc cnml(mole tory,yraphic changes in the land surface within the arch of the proposed suhd,vivon I hose changes have hecn most On the accompanying 2 plot plans Not plan 1 shows an overall buy-out of the proposed 51Ot subdivision An arbitrary benchmark IBM) has been established on the edge if the blacknp,tin I IOn Avenue I his has been assigned the devaturr of 1000 As notedelevations of the proposed mound sites vary, from 1(if) 60' (lot I ) ve 110 16' (lot 5), l he topographic maps consulted fur this repro do not indicate any wetland areas in the vII offle proposed mound SAS's Nn nawrally oucuring press of standing water were ohs<rvcdm the area of the proposed mound .SAS s Flowever the topogaphy dots suggcat theta water coup exists between lots I and 2 Although no areas of seawnal saturation were observed on the topographic map for Ilan arm. the sod series map did show a wet area and a seasonal creek in the nonheast pinion Of Section (refer to the accompanying phooseopy of the son scree map) SOIL MAPPING OF THE AREA Direct soil mapping of this area by this sod tester indicates tha4 laxnpoin i ally, ihrs coil ISO Typi:Olostaqualf(anaquicalfiff Aqua alfisols have elluvial and dluvii horizons which the situated at some time during the year(as evidenced by the HOsimmihic features) Sal series maps for this area however, chanctenze thnarseas Tylew cilossltoodt lMtis.a ry¢dfxl Specifically, this rs desafied as Freeon series smis Informeuon tin the soil xnas for Jiis vat vines provided by me St Croix C'ouaty SOB Co,uervauon Servae As noted in file CS f SOd and Site 1-valuation, day loam and silly clay Imm was encountered in ell pin in the vicinity of the proposed SAS Depth to thew lepers loped ed finvilr proven to 10 inches n the pus when the layer could be observed In many pos, sui don prevented the observation of subsoils s VARIATIONS IN SOIL CONDITIONS AND SURFACE WAFL if FI. OW Regional ttrrlace water l if loud prevmmaihly Intel it his, lh: wl Is vis tlnwnn lr, IL: lswwd 1, River "I opogurplot clumgts as We land II Jill vlrlILL y nnth, Innpl„ill planhnwm suds, Ill Ilan flow can lic in fill dlrcdions Irma l he Ill it 11 Ion INl ill . A mnn,:Iah wm, r waY•sI between Ions I rmd 2 its meal fill file )Jill p1ulrl its IN .toll General smla;e water flow in the miff rally I, Annually of rill ill Inn In p::1 µ fin he Is 11 P rill: of the n;holvely lepria lc uplcr honaunx I'rnuruhihly II umdt nth ly .hm, mits elh "doadis most likely pelcldng thaw the (least silly t Illy Innnl ,aes,f permeability in the upper ha pars Inavalvl in lilt Is :Idl of I•I, I:IvI rIhrmll.... Ihop Ill Joan the sell I Increasing Ina rrenncandily In IIli nap t hot inn.. Also present in IIc Alp hurv.nf. Inrd sliµ my Isle she subanl. Sot it weal rbnnm 1% "lop i, ants. that the upper hall was funded cnfioghm alpinnl al olvalarnlI hall I lilt[ rieil drairs"i were :dap mention in she a In µe rings Odle mIJ pnttiln' Sod colmsfu noted by thrmnl faster opinYR 1/2 Into Lis µrryidi nowttNor I-. darkerlhanfla gleycdulforvunc would nsaxumWill If fi all al r luditinn the.%luts: 1* that in the opier roll pre le ill least, Kroll lot Lips ldilifins do III rl sc phec lot play t.0 lluj do period of time No puddIcd or massive Soda were ohsernd its the amp of the pulp llI SAS'% Iu.I depth II' g urclas Close inspection a] the Ap illusion did nol mdialle de Presuac oil wilosonvall features Ihis suggests Thal aldmuhh there Issnrt an A 14>nuation, Ihcm' Is nda gnnlc depth u1 the A rawou (approximately ] inches) fir Inmntall a suieahle distance Ietwoell Ilse Ientuul ill' de SAS and thc limiting Rill Sod thus If allow lot arc placaiunl of a it SAh. the gradual appverance of Aides I'clhfres It life will pmlife is film, agnilienm will risti Ir the equal depth of spospi l sammllm, AIthrnµh low dmafi and II i Jsnunn ICal IflvF asses observed in same areas of the soil uunlphalaly slow file A huuum. Ihuvo colors were oaf prominent until the 01 hurt/A No. thus sugµesh rip [hill aµonlemf sausoILL I No till lliln alit ten tnvor in the A hap In pas where slanding water was ofe :rvN. rill wale, hod w11hu1 µ'applies ul life nature MIN11 significant to light of the fact that for 2 days Nior Io de observation of die Irlb on Iris 1. 4, s (sewed viµft fir the site), dice was µiµaniunn rainfall Ill in ('epos ('oanly Ilia will Itself however, does nut have mlonnneoll In Ile Sol alnrrent of ruunall Afro,µ (1118 Ins PROPOSALS Ill mill bill cosIthat around syavlm oil all Niles would Ialeyaafely (Nol will treatment and effluent digwrsal as Innµ an the Inflows doslml Land IdoIIs Ill Imphoanmd: I. I be Los solution of the wed Ihvnrption'IYmnme mesa 1 JILLtie Nissan tie,iµlual mI Iha• PIN plans Areas loner ul the landscnle nulxl not be uxtvl lie veal Il avngm l in fly n0vm =. Tam SAS's nmst be d"Illtled tery lung uud meant %Vdf n lincni Ilmdhlµ fifty rvllull ur Icww that 4.0l R, I his nary Inuit the mmlihel ul Iwdnxnnw Ihml tit Ito I Iw fill ou floe Mlle. d. Al least 2.SU feet e( ASI'hl 11 wlnd he usnl under file htlernlx F. h(acintuns Irole spueing in Intends should Ie It) Inchon. b. Slopes amwtd the mound should la A alllwr Illnn the Iradiliumd I: I ha increaxc Ill low absarpuam area. '+. Theare3up61013e01` die Prolmxed SAS',s.rheold lwcenl0uml le prevent wnler lnam flowing into the t1l"" srero. In olhel xomlx, the mre0 mmutal the u1+ 10Pe.xlxmld he higher than smmwditkg arem to encourage eider nnrvancnl awn)' Irene the PmPawled around. Ifwu have full gaeswulo; remlbolg tilt, al plr.� feel live to wtuttel nw 01 Ilw alarve address ardor telephmw lumber. Sinvueh--, Eli M. Goafiiad Regjseered Sanitarian (80906). CST (221981), Lmenacd Dedgmer (If Ill) REFERENCES 1. Bin wn, BA. (1988) Bedrock Oeolou of Wisconsin Bro%n 1988, Unicershy of Wisconsin - Extcrision 2. Martin, L. (1965). The Physical Geoloav of Wiscunsm. Lni%min of Wisconsin Press. Madison, Wisounsin 3. Paull, R.K. and Paull, R.A (1977) C=Ipjary O[W' nvn and Uvuer Mi hivan. KendalVHunt Publishing Company, Dubuque. Lk 4. Soil survey of St Croix County (1978) United 51stes Dept of Agriculture Soil Conservation Service and Research Division of the College of Agriculture and Life Sciences, University of WiSCEMI In SOIL AND SITE EVALUATION ra. o, v.vuv... q loop m,,woom x A Cantu 61. W.. mYn Uh "a°xa� .. FAm caaN slcrva fi Kurt and Elinbnh Cluislmsn a NLIN W7 129N RIs Eb© PmMma.nas rt.MlgpyN, u oo 17- S9l 877 BISt Road j � �/ NA NA2- VllIW kmati IrvINVORNt Hudson l Wlsmnin l54016 ]15.386b340 Springfield 11 Olt AYenm D 'a' ou D p a... wu.mmoie s wmt a ..ra.mm, o rnm.o,.annm�,e �ea�ne� o UNA0,Cri Not wmm.l..�u a,IIINNINNNS of jwvNt ,a,laa�aa Cew.(u Im ., INP¢mwiun,NSnl .n,an.R.,Mwryln W6weYVN...1l .YYY IN NI IMa.RM NnI orwNnE.anve M, QNae Y I... ap, Aat ,nwW SAS. ma WY WYY Ye nNa INS FW nr"M 64 ONSITE� MNnrvn mt. u. nIW.3am..Ilawn,a„ sw�=a»al,.a:� [Sat 0 El to M I I lla nova It lkmlmg AR ae IOVA ;rs NA IS IRtk tun as zr o5 ofi E e-a IOYR 4)3 na TSYun .II Jn xl'pl mfi a, I 01 03 &I II U 7.5YR Le DI TSYR SG III IflL4 amM NA NA OE 03 C U, SYR ua 13P 15YR IT mt Sa,dnR 'Na, In 13. C_an, In M 4pnbE Gal"Fnvlrvnmm 5 t 4,7;7, Te NO15�133-W ANm IL. In Ont Ar Fy CWrt. WIY pao it ]rY) {-� LNI mg In "°m°m°a assc.rmLOU 9, 102 An .1 zroR v D5I�1 On mzbRSA yaln xrog mr, Ir os xx Imde c PIM� mzazsvx vx IhVY mm o: OS Npili inn NI w R..n.m.Sunni .,,a Ir Ranh/ wwn WM g1�'n ab 0.H C"Am m N xo�, W ygtranx�, LJ np o-r iorRm eR �d yam, e, 711 IOYRm nJmmamw LNL CI II -IS 5YR41 m5p)5YR" f[I mMu CS I5. 5YR" iNp]Sq SA d NI R� Inn,snIng n,nI I5. Born I PO. +IfIS Fk.IWnl 1 Y,Ch1,s NIOY NI rrta,Am ling 0.mmk, ,kPg ` xJvpu✓P.n 0.4 fw 4 ROM UnWAWI xx Bawm Iblfll n.W n III nwn� Lot Kurt anal El¢aCbE1 CMNamien 1 I NW NE 09 n 15W Lo1L NORTH SprmgfidE. St L w 33011 b 1lOgn Avenue mailing addren 555 &ray Road Hudson, Wl 54016 )15-3 63a0 Scale t'=a0 m y 91 L nvep.�pl] �d3 fits=tW of metal road rn grouts onlopometallodh°'°11056' 10956' Mul *sco 13 erw INSPECTION REPORT —j c"a es,wl ewee, �.,,C ww oeeartment ofA�rA 915) Tnss4 WM1 mlap On July It, 2009 PWMer Mal and Address ProJM Noma. cXMeneen Uses: Mi RMhmemal lapel MMOPbn: NNNE,07,2a, ISO &bidetal dMinal CerVid Sal TubrlYNro eM AdWvn. LupdhdshM- Pm{a051q C5M EIM GaE1dy, csR21551 MUNagRy: Them of springeeN 12e 1R Gravel 51 Country: MI poy EMU Clain, Nn N701 Rhin Tnfwc Nandi 8 118 Uxtler NemO ertl Addmv SenNary Perm" NumMr. Kw 6 Eubeffe CM1MenOen Rd WuvawM1r Flow. {90 Hudson, HWson, WI Nmd Pereone W t; E Cdgl I� =� ms)9ee.av9 ME Cfa9en5en - -- M °nYe ytlh laXFalbn wp artlMM M the aW1a mby0m] MB u p! qqM poet y /a an dens wm yeas Own /w dened of umNmeml sM MOM he p w d that A Iwken TM MOM d qk LNWpude N to rul0tme ase n by me caOlnd sow I"W(CST) y w m me peava or Waal® of Mo otq"o fSMutro M me A MXzm and samed, IrvNu mtl tMme, aMue. al, oa dea n e /Mow wee Ww mwW la all May Mi m wtlawwer aNieatlon rotes Mew sitemMNae sum as pm0mt aM eYmllon a MOM. hadnammlem0iS consdamein to.ammWhiner ron.nendNlyen mINfeand a nuelane pomon a mmh mean EB naed.m melr.rtena T"MeOrtel MN pe ay Lol IMfim Out IN Tm lBp 4 Me COTsprMc pmY BMnWmme MOrt am own ea� Warysad Im la yeoflc reports ww M mbn0led py me COT as imergtlNFm ememBnmona n.Ige. TM pwpi tus fla men tvmee ror se0ael run erE b omr ymwn wM maw ap weMc Gwrq me I.OM NryMwmONm w.wm to, 200.i,wM csT ranNwon dww nomd mw mayww mlM p.mN nn Men NNURM.pmaNYMam" fieM tl0smUnaov nOe ed, in Me uPone maw aleas E"otb l avid os mub q e,adned eWumtl eww ror SMI e0il evquetlme in qe upper 13 Inmee a me volt pollb NNBNteIpM, aMaal lyp'GI all ptOMlea CBn M OewXMe as Idbxa T-I La 1 MOM' 10YRWa1,2M OUr,mhcw WlV 1UM4V4 MI. 2mil MOM; to tm.ea" c"ali/ i SYR Me= is M-19. T SYR MB etl. yMMM mh, wJr2e t 5YR N] tmis T-2l[/2 O00 . 10YR y2 an ynpr nw, w O6-1P lOM2(l NI 2maF, manor 10-15. 10YR Me pM0 v0 oMMO& paXm2lo 2mq, w/r3d IOYR S.B eM M3 mm T9Las NO Adoe ledum In IXe A-Marzon TJ tof< Mit' tOVR N dl v1�19' t0YR 5/{ap, 2mq wIN CVE tOVR eT aM 9/l nrde Cnrmaruan Sae JWy 11, SOWS Pop 2 of Pemmmenoalb-a for it Me 4 JWe Me acisal use of mound systems Eulprre] to overcome finXanons of a brae l 0nNuW=iyflax by a CST east Monfort In Inns the ReoX MU Mon aaemtlrpMe .uwam to Commcvrim es eo mu51 M ranpnad ev +CST era eppwM W the depeflniml to ¢nev Ina exs Me nc el Oor a YMw a M nx a MunIM rnMems for Man or mwe mrsmMe dqf slwuN a moua vl2n M pvnrtl for u» a Me Hle, IM inner bM Me gma 5 1 seasonally spatial now3W lntlw au mWM ablaylnp "Ink bM afluem to IM db ut m cal R91ppe® fFnlon or arem]uM metal Ise command Mona they mMcur The mown Mall M cement to drverl mirma xner MmuM the mound amtlure an mucn as noemae Off" consideration 1 On akfo <Jx don loops pan area elwad ne oneasM to present Na seeppe 2 Chose pMepb 12.1e beams a{N bto nVnvB oprWabf Syllabi ounons Ye M at pMM bMbl6 is Mae sAa aMIM he WotW W hdm dwnge duM2 We dsMppmeM aM puYhp lonpnMlon If more am any cusistions mayboong into moboA bases contact me ¢ R)Counry ❑ Plumar ® CST ❑ Pmer ❑goer N Memorandum/Correa one F. DATE March 7,2005 TO l& Elizabeth Chnstensen n� FROM llG Jane" f 49 Wastewater Specialist E-rned 4ansky®carvneme.state wl.us Fax (715)726-2599 Vacs (715)725-25" SUBJECT. CSM Lots 1-5 yV ZaLlydyre cfion lD Number: 888116 NW. NE. ], 29, i5W F°`aPwn""'3V S/la,N'^ "� 2zgJ' Town of Springfield, St Croix Cc The plan approval expiration data on your copy of the approval letter dated July 21, 2003, does not apply to the Interpretative determination. The approval is good unfit or unless condos ns change as stated in stipulation number ] of Us approval letter The department will accept the niteryretative determination approval as the basis for a mound system design and the county should accept bath the Interpretative approval and a mound system approval as adequate documentation for sanitary peons Issuance Keep in mints however, that should Me standards for mound design change this could affect radial approvals for such a system Both the state and county issue approvals and permits based in the rubs in effect at the time of review or peal "came Once a cindery perms is issued for a project a s Locked Into the miss In effect on the date of approval even d new, more rasWctiva rubs take effect Therefore, it is open adwi able to obtain the sanitary permit well in advance of a Project to ensure that the system can be constructed as planets The sanRery prime has a two year IHe and can be renewed for like penods as long as code rOquiremil dig not change that affect the design If you have any further questions regarding this matter, passe feel free to contact me CcSC Croix County Zoning WTLU SM El CT i L Installation and Maintenance Instructions for the following products: LT-1/8rr, LT-1/16rr, LT-1/32", LT-1/64 aevr.xm Sum 3 ory m ae Pour use" she cNh she hum tothe &am xea En sum x n xmarM emmh, mar the aux+=een iy la,nex ,rm I. pm wr.n . M.a m,.tw .eanrmn pie, mar n.ea M a Taal 1 pnYny Me aeam leyh,ra.nm," ant U.,owmt 6o,wwm e neamm Mae,MMo-a.,wmm werM rmerra awr Pteroma a,Pn m.a.aromenao-Pn lh who, the am Ma Mwah PemMph nod aetxerom w...e mane Mlallm,m Mn mnn.ele pee �rrrotle Mm M. am o-• •rxlad mu me oa YMquea Me ora roaeanM PP inxmlM Oyrcannye Mo rMuh Pxuy W+n m Me nni Iqe uml n bA we pau x see Eatcm d n re aaauwuru 11 n xew aP.xla maetmY Ni *dmwre maxxaae Wraaomtertly mnYaMnno ty ,. 6ea t le xrn prma a wmaa w u nli rM hml a alh.nt I, ante ae mar rem+ a aw xra u w mny.«mrta lhe,..e mi,olYml,enw le,xpaa rxPla. eampy 31 wyanmamary MNen Mu, ,nose rlelrlhrurmgeewrny Ml n4W xeurr mauminremo.ea al Xa¢rle enter sonorous Ya rMO she lour sou wexmr Hen m she connote until It Lesson, pxa 51 ohm the e'un lle much onto to mmumunyol Is Ni 61 It is recem..naa met Mese mem No sery ed INK nsou the hM h uvue COIN't nlonnaYm Lod,miIIIN LLe MIIMe RYe01H Ernul rNYeplol 4mellynlc tam Wriw hismose men . minimums None free sunshine tong muthow Memo ur immune Witioni, ,, musuiu memin, on no Installation Instructions ® OIL 011,111111— rwimai nwdiaukaua. c�.pv� rM° wusronhi �Iiidmtwrnm ue [ exisnng InstRiSy �sys[em. —^ems—�••`�m"^"- Maintenance .a.a WARNING: if the hoard level in the tank is above the top of the filter, pump the tank prior to removing the filter cartridge. OCONDITION: USE RUBBER GLOVES WHEN HANDLING FILTERS] owl 'i 0 a.mOmement wa ye��n L p Tonsowners. G Gewn Cram, BecrNxy Apll23, m19 LIFETIME FILTER LLC MINE NORNEACl( 145 CLFTIXI HALL CWRT SNEMERCSVILLE NV 4DIM For Oexrptwn. SEWAGE TREATMENT APPARATUS, EFFLUENT FILTER Manufacturer LIFETIME FILTER LLC Product Name (bane WUQ1T) LIFETIME EFFLUENT FILTERS Mi Numberlel LT 1 if LT Itl B. LT lM2 Ai LT 1Me Product Fib No m190078 This %dscrcaMmr Booster done Wr IM6 Muni product have Mean t.wwad and mWminw 10 be ut cpmdlence wm cnptere SPS M2 Nmugn 384. wleconsn Admemnrewe Lord and Chosen; I45 eM Ie0 wlacoren Su Mao The OYrLnenl nere0y'whil m approval Eased on IM W 4consn SbNlas and me Wisconsin AOnini6Vedve fgda. Thus appaval a valid unlit Me and of ApA m24 This a6pmval wpBr6edee the approval 41 on Mi 12, role under podild Ills nunlxr 20100I11 This approve' 16 wmtngedl seen compllanu MN Me IOIbvNg eliWlationi Instrument sp eervklry of mia prWUU must base xWmadm a she Me mxWxWrsb instruction. A wpy On Me manueffilum s,mM Mw and servunp Ineeualpns must be given W tlw wmw M the syslem. Nynlenanm �Mumaticn must Me desire W Me owns N Me Mnk eWnmrg tlW pmelo Gmeng tee ale Me, end Ix nBxemary. A manede edending to grade must his Povided aver the Eller WINTENANCE Cleen(ber W lnapecOaNpumgrg Interval ®3E©�p�iE�00 The hpeNnml is In noway endorsing this product or sty ademsmg, and M not mpOnMW for soy &Wotan which may result from Ib use Sheri, GAM W SYAuerer Plumdry Product surveyed, Department W Writes dnd PMwwonal Services civlebn of IMalry Services Burddu of Talmtcel Senecas if W71401 Phone (60111267 gi Fee gbn.achlumandidwl gov E-mail $860041 N beat Kinds ISONTes L Flow -Mete e �Ppr�mPalon h", pumvpin58 M1mXdW tl.r.vAnbm WIY' WIMP, am tl.dW MIHDAHyepbln iXM "n)IMMn¢ ID.IW. Hot, dP .po �.R.BX MC UPISI I^^Claxlry I .Ppmnnr Wm.mnvlwnu•ry III wpSIP xm�e.�.in.ovi.piiemwml.n•nrax. MmSAUS r pP mml rpn.ax rum e.p.eH.rm SPIPPIF vuw 8 Mp wf •a.m.tr}an•mmpwapm srr� Y OHMS Doaa-Mate I Pat IS UnIm Wg-IunnB.vwnu.M1.. pmEuet {1 mHWm tgrrw.m••we•.. y VIOR roroy.rnx. H•. d III 21mnmM%n bm..Iy.msery Pr nuxw HIS; HPOPMeru 81. �� !NK 41FRT-' 1 A4 Easy.bJmml Myrna least awal eyslam par Mal um This alotm system monlCn naom MAI in Ln pump croari, lump pump basins, Mlaug banks w elm, Vocatinal aid other whet apopwons The TaR All alarm By mon aon'e aaa mph I, w, Mal all bepel on the Mai All mpdel pad The alarm horn mulls wMn a paMNmlvutrealenme IgmaII canaILM p¢um The hwn can be gltt but the waming or award ill unLl Me¢vOLm is howl A Own "pcwercan' light ands all wooer m Me alarm having / ww1 arclmure, designedhr easedimlellmim, ratM sammu me / Rod Own- Am, gran "glwv on'IpM, own, bow SNtlL and tem-mien 'mw / No"Them mulls at BB model al 10halt 13 meter / Can be used own am UL lasted l Rangnaed Swkhmg madmen plead he MAI I amp 12 VAC IMtl /Man syalan re installs] on sprow ortup Wsmas own Me pump uralt AS / Compbh mdaper Mal sprodead! at E Sig wastes mMrd will Saw 15 feN (457 met of motes (mMr mnglm wall and moumma damp / Me wawa Yre Nm"am Mal p1&tmoJ-,and is �whlM horn • ILL users N CEACem d / Tn ya Lmtd warremy r+war ogre C Morgan paderad wth the alum, Mal Wy Maaalleda wlN. / eNnua MM swllpl morelsbr Mgh wlw lrvel wamirg /1N)VACPnMMVa gaw230VACpdmaryalepe12WVAC Imtlel ie VLLuted uCSACeMied) SEE BACKSIDE we VOLTAGE, 120 VlC WAG OEL. PringsMAI (awn,y.1dism') 5dWK SwelU S m 12V 4acmtlgM. rzvac VOLTAGE FOR 231 VAC MODEL' Mal ULL or CSA CeNOea) PIRMSllO VAC Tol Re Swag I (elnm PoMnlon) lagaimgd 12VAC A4RMENCLOSURE 9x4x25edb (1524x 1(D1Gx 535 vas), NEMA I mNel AURMHORN B6 aeuMleal lg(M (3me rs) POWER CORD 9Lot (1 a Mai FLOAT SN CH CONNECTION TERNIWL For Met me" conretlmn party Me apply down(Vougge wwg terminals is 12 VAC Manmum To Malawi for mlmlmg delete 5ohma) FLOAT SWCH WE SIMUIMaFI eWm ml awLchwM mounting damp Cable. 151eal (452 Nadal, Mal I 1112 mndumd (UL) SNOW. wale, rest (CPE) Mai 2 74 gMI oam&er x 4 W wan lug C on x 123 cm), high impold mown rawagant polYpmpybre ter for login wage and n.pobabw la asp to 140E (O m l ,MUE us PC Box 1i MAI lakes, MN 545(2 1. 8Dl L-SJE- 1-31BE47-1317 1.21e.541.4517 Fax d 1e®yammbue mm Mww.s"gimEas.mm 77 Eae/.1Wm IS liquid level mrm eysY for in a uw L`al • YtlYYMM Lr IrIR �S MVM) iww 10141H(130 VAC M15WE l Wm NlfLeal) f13p.]5 ]Alp 1pf.Lgy WI-THSPMT It30 VACM55JE WMMMMWSn L )vAn epS¢XM f131A 3Ab 1WNb 101-31111 tM VAC MIS WE&MG FXMO Niin, Mods $R<3B ]AISe tOM]]85 10"IL 1130 VAC MIS WE SWIM, Ma' Lux Level) $1N]B 3AIOe +W2335 Il(130 VAC had Mat) A115 3.fAM EAI• tam Y ILIR toll MEIfM +0m00S t01.C2H 0wC at5'81E aSIwMaM'Ngnln*A f1A.A SWISS iW I0l(230 VAC wl15'SIE Senur FluFMdllnve0 St)]13 3AS So. +0NN0 +01NL(=VACM15SJEMe FimPL LM) $17313 ]SSISe. +aoM+e +o141X p90 vAcrofben s+S.Sai 3ulm N'r Lad L+lo,lx.M %.WFMM BMR.Bt M IUSSER WRSON For 16 We" unite VOLTAGE FOR 120 VAC MWEL QpWO'120VAC,` Ne5ne16me oWrm Wn0ilipn) $BHndano QVAL VOLTAGE FOR 3b VAC MODEL 11W ULLtleJOCRACeMIM) P WOOF tb VAC 'AHJ Xi SvaN idea (Mxm mq) �O. 13 VAC ALARM EVCLOBURE. Saa a 35'.rNeL 153e 110151"cirm NEMA t ALARMXORN.ASw IgAt10MI(3mNne) PoWER CORD' 0Fast (18 Toll FLOAT 5 W ITCH OC NNECTgN TERMINAL -For Mat month wnWMI My Do not apply SAM Vollega wwe lermimis Is 13 VAC FLOAT SAATCHI SHE sgmlwaM'vn1N el north mommg Cane CABLE.15 that w 57 "all MVIDe IS Sol 3 w15uc1m Nu FLOW SMI,ramunl fCREI FLOAT 374 mcn dAWMrate AS Soon by IT M a 1331 Wen Impact common mmanl prypmpsene nomlrp Fir use In sewage For nomplWle Mai up Ad 1ib4 (SOI W INUM WATER OBVIN : DMe IS maW) 11 To ELEC ALSertq 135VACRAVAF: orde Xa CONTROL 9WITCX O a Tank Al So i' Moves mall151ao1 WE SISmnIMmilen mMal ewlicn "ll ling clamp OMer MYrvnVAes are SMOM SWIM of the carial TOEeler:rmw the hums ofele"For, ulaMr- add lnepm OF the pan nuncerwen no Mat o IM pore of Me fbel III IM RhS&EAus wwAM s)erNWmnus.LDm slewsyemomeus.com w BA al An O RVAW)N PIPE M (OPKaEI) for Morew anNw Stone Replacamenl sntafne rou un ur. .la Wnme aq marry by unreeling wFOPK4.opKa¢ w.evulw pip kn ow pPKaE2 m.an.. ean.t e- WI wn. 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NWbw wbpunrmrplYlWWMimY "°�0s° ].®�mr xwID m`�v..ar N„m.xm.n.r•..r.m.iaen — � sam-m_m000s s+wm — mmrw�..mrr..r.a.eallortiw Wane saDMNU a+M,uemw. tmm ❑rMeinaasaYv.rP'N.rmrwwvaMR+w�rre MRaw.e+n'Rwmrimr-nwr �aµmrru. rl wnru�R �aaw L.+nM_ a.Yuhery aam,.xtlw�r.Pl r.e.a.em..mnNrmraNRR.n...wrR.s..a a°w, "oam`ma iima — nrsNw..x""e..wr. rmRmm.e.a Rm...�.u.emm.�l — .n.w.�le,emmt x.w.w ❑aa.r,�mr�.mr,Rwliwm�.r,ow ❑.w+.rrNN� v.o.m ❑R..rralr.romr..w.rrt uNrrwrw..r..r.oml....n+..tw1 ew.m..w..._ swum RnFM1M1wrYrum.nYtl. nm�iwr�r 4rYw1 s srv-,m„IRw,el ..,,, ��pp((�EWEN - 1, 1(y�v Im oy Sol IPenn ,,rf E42O19 I460 EWaShwo;.n Ave N)� 162 `nu e,mn x. ,Ford w Posed ..m t:a PG/33(e/ 111N l MaJ�L WI - 6P n c 1 ApplIC tiou own ., m , W,rs-obi9 ooss!—C� rt. N r.n e>laB,..- -TInJJ pT. ortow. �14(1 Karl- t-yIauIV Asnlf Pledam Prior III m P - A, E �03I4 aAJV-Miro�1bH�g- lS NiCo -b .`7P✓/ � --i� .N1br-D R o„L ,nr.nndid, J'a-9 x� " 15c R FluoRItt l ty' RI s"PiAnf it W um 'otfdu•5 Allv ❑we ..r Luder ....Fox ider epa ry..� Beekk w.p _ 1Ok ❑erne (iwnea nenJrc PS�%�.�+ 1 ❑tNn! ❑ Vm.am( T c mbu G x75 .V ^.nnl iPQll`lc lcl Eon h choo web.wline A . lom k¢Ime B,f• epk % X' gne...nn.. ❑wwe„ensl.em ed,,..nfixnia ami.ann,rinw ❑ CON xwn..... Ore ❑per Me,mon w❑vmml ninon, mtn ncu P[IIn't Idelly I.,w� u en Of - IV T `'1 POWP/S Syij' Om n EPA, all Ill I) 546 1 N V IFnnJ iGwOoHnma 011"Idne � Rr< yujus VRm°OlhoDVelmmell gym" �Lo T q,�^l (7 24VILAI �z_o8 YlITank l.ln vr. r.in .MI6In At 'Wr n*�mruiner Ater_- - - June /000 1 �. sp. _ (.oe m _ .ddLO fYYmm- y.W.ip.yu...e mV^ shod",mONMr Vu nilAt. mwrt nme<e n mlv ` me.. Rod 11,462 Fordo SII eurrouln,I P560970&,^AlM WI(pO vxp O O�.a m .< n.I nnn11 Y'l Ix[1UUPP^IVill i) coo'neo. •.M ry`r S� a Rw... wn,u.a„w K>A'w-m� .pi... n. In..,n...w..e..',.� w..nme.. w..a w,....,...a..e... _ �)(FN 6n7 NA,n h� NWNE 07n 15W A Lot 4 T swinsl eN, 5t Coon V �>, t✓� fOc v✓ --_— or', Lot 4 If o V n � og— Lfot2 p q BM=lap of mijAl road in ground ac o ElovaLon= It l fib' on lop of oelel "po' 0' 1085E. I Ip 5810458' 7i( o6"r o'1414"d SIF.�d ✓_�"n 1 lnWr�, cale 1"=40' foe p, 2019 CONDODONAL APPROVAL PLAN APPROVAL EXPIRES. 2021-06.15 Plan Review: PW TSC6190)(1 TODDL SN2 E560 701sh Ave Merriment W15d151 am Chm Omws I IOTA Ace TownofSPRINGFIELD Some Cmix Cowry Trial Amourt IN FOR: 450 Units Marnurunce Reduirtd omSlON of INBUSIRv SERVICES zmtu -52n CFEECon"Threat Frary No tN M9✓oYW issiviversearensom COntlltlnnelly APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES !/.PMN N/7RN SEE CORRESPONDENCE Mound Comryrcnl Man" — Van 2A SB0.10691-P IN ONOL R 10/12) Tlr s,hai=] d=1I,d mm, Ws been mnewN for Maintenance with Mplieabk Westerman Administrative Cool aM W rvenrnn Sutures. The mbmtml the Men CONOITIONAI IN APPROVED. Thus system 11 11 has ,mctM and Iotam In aaONVIu wish the enclosed approved plans and wIN any important Matti mm, 1 shore Or uwm.. m eehrce m ehptn 10101 t 101. W Ismlum Suir Is responsible fw wmplume with AN mic remonstrates, No press mrystrategist or work at plumbing In the sm¢ mass IieenW w m n by the Demammt Per 5, 145 06. my The kBowng mlmms Mail has mt mmas Immumm, in nWlihmn and pew 0 ministry or use Aopyof the appmrm pim WautimmW Wu letter sbw beerased ennng mariums and open Is lnsawason 6y auNorlrzd mpreuntvwes ofthe Department wmch may Incmh rival nmimi m. All pens: mgmml by No ma, or the IoaN moni[Ipd,V shed be mums piu b mmr, mem at of mMrvclmNl v W hmoNopenmm� 1n gtanuon Not appurN the O... sm of Industry Serviar mi she not to requtn Tngm or W R me should mndnrons mu making them mmmy lm[oh eomplism: As par sW nW 101. 12(2), nothing in this Room shall relieve the designer of She respo mbihry for dmgning nufe buildlnaL suunure, or common Inqunna wn[eremg IhumtrtapntNm[e my M made m me or the ulephom m mkr IUW bears, or at the Mdress on has le mul The above left addressee shall provide ropy of this letter and the POSTS management also 0As owner and my more whom mpmetble me From installation, mpmlrnn rrm..nlmm,a ollhe MW TS TravisWagner P WSWastewater Specialist, Dwoon of lntlustry Services (60(59"715 Pw, go MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX MD TITLE PAGE Project Name. Chas B Nicole Draw Proiecl Conditionally Covrers Name. Cnnea Name olew APPROVED PROFESSIONAL Carers instal N116M Stab Rd 25 SERVICES RY SERVICES Wheeler Wi 54]]2 rr�� I/Aal MawbagA/ or Legal Damnation- NWI N Ni$0] T29N R1 SN Township Emeritialtl SEE CORRESPONDENCE count, St Croix Su1NMzion Name Lot Number No Block Number Me Parcel 10 Number Plan Transaction No Page 1 Index and title Paget Data entry Page Mound drawings Page < Latedo and Eoea tank Page 5 Stal mainterence specifications page Management and conhganry We, Page ] Pump curve add spzfotlona Page6 Tank Spe6fretons Page Plot pun Designer Tc6] L Sinx Ircenm Number MPIJM62 Oeu OS]1B/19 PnoroNumbar 71S3352610 Signal Dalai Present W are MwM Lmmporenl Manuel for PONTS Vanm ] O SB61L601i IN load R 10112), eM bolo SBWMP Nblliotcn 9 S Desgn al Pres"m DMMb ton NeMCIke W STSAS (01101)and Praeeun Dlntnbubon COmponenl Manuel Ver 2 0 SBD.10]0&P (N blbt, R 1N12) Vemlor ] O (R 11/12) Page 1 Of 9 Mound and Pressure Distribution Component Design Design Workaneel one mlermatmn IRorC)A Rommenlisl or Commeroel Design ;: SZedoIDlulevlmon Estimated Westewels, Flow(9M) aeew ais IPeaking Fctor leg 15=1W%)Design Flow[gp5)Site Slope l%) Conour Line Drealim(it) Depth b Limiting Factor gn) In Sell Application Rate (gpNry°i DpMbulbn CNl lnlormallan TS OO Deferral Fall Length Along Contour lip = 6 W Coal bankerfill 100 Oiepereel Cell Design Loading Rate(gpElp') t Influent Wastewater Ouany (r or 2) Are me hovels the kgbeel I �n the dmmwnm Pirelli Dlarlbullan Information network? Enter Y or (C or E) E Centeran End call 3W Lateral Spacing off II N eWre. enter Me ebw z Numtear of ldlerale of Me highest puinf a f 511 Cmlm Diameter (In) 150 FynL onflcs Saill M)= 10 z]htlorriica z8o Moral Diameter (in) T0.00 Forcemam Length T) Does the Marksman drain beck? OY g8o0 Pump Tank Elevation (Xi Enter Y w N a 55 Syalem Heap till v 1 3 11 i2 Forcemam Damback (get) 1668 Vertical Lifl(H) 6)M 5v Vold Volume (gal) 086 I'moon Less M) )BW Minimum Dose Volume(01) 0.00 InJine m Filter Laos ill 2]fi8 System Dart (guru) 220t Tell Dram¢ Heed (X) Ui DlemeNr BeNdlen in die tuna wits 075 00 25 150 jer 00 00 camsal Calamor Proceed) residualTank lMormatlon Tmal Tank Casualty(01) 1W000 Se uc Tank Capeclry(gel) Total Working D9ub Depth (in) Huficutlwcrele Manufacturer Tough (enter m It In cell Eforg Dean Tank InformalM Effluent FlXrt Information ----- 6100o Di Tank Cepa Filar Fllter Manufacturer 1523 Doke Tank a (gall LT1lll FllrerMWel Number anume(gel/in) HUXcutlmwele Manufacturer Pmlett Chug 8 Nadia Drew Proper Page 2 of 9 Mound Plan and Cross Section Views 1l�_1a_B IIL, , Mound Component Dimensions in 0 3000n G 3Eift M 1010R W 12984n <W 00(R') Oiispersal Cell Area 10]329 (II') Basal Area Available 600 (gpd/p) Llnaar loafing Rate P 50 Oft) 1110 B Obs Pipe Plecement Mound Cross Samoan View Amenities Consul Area Flushed Card, 11389 (R) H 11208 (n)—e�= 11258 (R) Lateral 0ls'arsnl cell Inert eeeat 0 � 1 I1 39 h Site 610pe 10954 (p)Contour Elevation abric Geri deli on ver O_TStated, Be,mm F$ *— Oi p I GII S it for l erse, 0z p ICap tie 1$R P9e01onnumben ,xe ®5 T IC33 ' and spoons of all ASedi-aw antl T intense are equally ®Tlletl Layat U X i P epaaCM1om the ©�Agg egete r dStrlbNgn calla YYY--ef—A—�+ distribution belmmon, in oa v19) Prgect Chri58 Revile Orew Protect Page 30f 9 Dimenebn thous D.Iwna A 23& ]O 93 B IBB 30a8 C 51B ]BBB D 1B3]8 TWI a3 . ad 02U2 ban lMl End Connection Lateral Layout Diagram re ma.ie.eamRwrwneu w w� It +.ann..+. s..wwcr.r vaoa Num or of Lateen x onnm Dum.lar n Lateral oiameur 1 sB m omug sp.cry tzn Lateral Length (Pi ]]50 f1 Oricul per Lateral Ialaral5�ra'ng (S) 3004 Orrl¢e Oene�ry 4242fithred; II'brlfiwLateral Flow Rate 11 BS 9pm MaMod LengthB Sysan Flaw Rele 2369 gpm MCMoE DametnmTdalDynemkHe 22 01 n ForcemanVebcly Dose Tank lnlolmagon m„mar„rI•I urM � rue M9nm Moa+O—w SGS1 Farm NA p.m rune MI n primary IIII lM HUTpull mncreb Mandrel G ci 8111.09 Dalbn. rt Vdume 152] 981 A yiR I 2In mm.n no" Name Manurromurer $JERMnnus Note s Chahs AUrm MMel Number Tdnk Alen / mntral mettury J may nor be used an Pump Manuledurer $pelkr at SAI Pump lA.pel Number 15N152 Pump Must Deliver 33 B89Fn at 210t nTOH rural Lpne a III Drew Pmpp. PI of 9 MaunE Svatem malnuounflagraflor and Operation SPOCiflimliflook Si Pmviaen Name rLS PPlomom Inc Phone ]1S3i2M POWrS 0.aguMmrs Name St craw, CMW min Pnore 11S3�-a689 Sham Flow and Load Facconfleam Gat Flow, - Peak I50 gpe Meant Influent panck Sim 19in Eanmalee Flow-Avetnge 300 gptl Maximum 6005 2Y0 nal Septic Tank Cana ly 10M gal Maximum TEE 150 mall. Soil Mawpson Compact goal 450 W Maximum FOG 3p an Type or Waskervalwal Ownestrc I Maximum Feel Gailmm I cfu/10pmL 3eptc and Pump TenF Effluent Frter Pump and Controa Alarm Pressure Sy81em Mound OIMr ma act anmpr servim onshe 3 Shooacl and clean at least oce every mm 3 rare Testonceem 3 sNOW test moralen Latere6 c0ould Ee flusOetl and pressure tested avesuric 3 knim for Foundedse and e ve 3 Inacanett iLSnz %um6�n 1w needs re MbdNIF neoua Oflonal and Materials Standards t Observation pryers are ""ad and mamNS cOnrwm m Tadle BPS 38A 30-1 have a wareNgnr Cap. and are assured in as shown In ma mound conFornent manual 3 Dlspeoal cell aggregate Conmrme m BPS 38030 (6)(1), Wle Adm code 3 All gravity and premsure piping materials conform to me repmremenrs in BPS 384. Wis Aim coal s The moose strruucture and other dispuNNd areas will I sasanded and mmmed to Prevent goal miswn and help reduce frost Penetration Lateral Trial OaMll Piinwhed .............. ............... Gal \JI 89^ Diameter Lawn _y Threaded Cleanom Sims vane Box Plug or Pau valve DieNWpOnn p G ~ Lor&Sm B09or Two Game'Lee as Lateralame Prolad Chile B NImI0Goes, Prolea Page 5 Of Mound System Management Plan Punuantto Sh 383 54, We Pvm Cade 10i:o lSum later Pw 01.n °to 11ii 1aso� Manormasminal M. My Shall rmnained in anuel, VoAnd ot n za swt eean Ory @6t this ae 0 MWCI .all Goal 5em esn SAO 38A'm W. AM AS Moslem tCevae wen the i.cu nua "go' ..m as In.w...r.�..W, aw�.ewaeea.n.ewmw egrv»,o`:"�,:n;o,°mm�,.r.�°ce�a. domee,.n.nm,..�, e v`('Cfapa "Ll Took Ank7fMMll III""" AM_ s 4 "Oper-A mound in Im" ASCII Wommoser A As IM, Than Sunni Its anq.ma y aantme.ne Monday Cayman Of let bees and or rue anuses Theartyll fini AS Clamp" AS a.uexc�um.manak thud may ay Al affesinew .nehills' When ,i.PIaI on i aaIfIMF..o,. moemoaim.am The Settle lank Shall he" Its Well �ft� Allen Ina woune Gal and Suchurni in the lank ext�s his to& and yould, of the lank If the contents Of fell look AM nor Or An [he unIff of a tal SIM,,... When the for mir may, lobe mdOMOdId maintain Mairl Thaadd ee Anthill ma,a.ad or 50aaftanw..da the oeaemneni S cOMmea. °•e.n ly nai,.a.�,w Mtn.,.,.. n..m, n,adari. awnnan aaan emuelnli nn.ru bgnlw vmmin. bm d.n,u o p rE mdwwffmeeenea..nn aenmwmed health amael SIMI o thakelevrve malnMd tlamnml on M moues a not nmmme dh to fral retain Ind I acme Me�nn<U^8m Ao ud �aerevavanwfggxuiynnita0tlune leneGr Rv uaryl mamemn lne mound Ask anlYmuknae as adynal ham rho Mound And Shall compaction I the l,.r rept fir d 'dneml�runfairb50 iPdNnmm�or gory Lezrcd erywmt Influent ay nut exceed may um design no. �r the Sl was 4d to themeut eeu Car May arsumd and domae cache a WUMe.a mayfly must enq.W,m Win n Ina personnel al If Im we, III, or Iny 11•rommrcne pemma abM4w �Mtpe a v wnem Sea May mm,w AM vol to men late nae n if �ama= of Aea'a _ aidem k NelM de.mrva mmpmm(al anaaxmmwmeH formance the mound Wm�ni 1 "'168 oe�me ¢Wm @YbaLalq%ieSww e units AM WI�� at Soporm dull One A, compound If If lot 111111 in ... herecom plan for this System nextt Page 60l 9 Q Flow -Mate ol in nigh head E.wai o, <XiuoT o.no.m.nw .. where Pumping 'u, nnffamily of Rum is known r milamibv Euabi aao.nomance m«a m.s eassrm,"" x,Rmfor eo•de.e ana ov o. So comae dome I man eea p yy slo19len11p,Vouble-4»o�oEuu 15/ 15� 155 Dose Mate ni who Pumps Th under appear cosi in an effluent Gove, a wide range of applications thin am We I SUPPEd to applications W In low pressure pipe ll and 1101 10, design Old corrosion in addition to the hermatically"Wel skilled molorand e nuomarir • s.eRo�nnsnsacnnnson«s • xr . 1y tmmmwmnl ewwm g aWpn Poolm14 bwaFred Rf��1bXB 'NR Gaul .pnneriviues mmMnu solids Cal wish "For reverstruseenCoMpenev ier14 ism nmeniw.emoarnr.r n For pro,onmwl a" TF "I DEN, Ywl normal insw FinalPhow.er Some on ... union he soul WI W utlunan an vruenurwngs For man orgpnn *I moves real hr mwwm n n. Wra$hwT' onion iMUU Mm�nm `' itxoon WMO Pi CURVE . Cull oi:hsaw I f j r Q,vi �—� I: s. -- is p .— .-...:, 8 Call Algeriau M m[UIRwuuww M.nea>h 1 ioo.ezaau+ ww.neNa..mn OUTUT MW UEVITTR (TMK BR$, TOP.: MVCR) N) D '`' DO „M �oI NRE4„wR�a. r vile Z a mG Vr1 Is JrTitO MEN O II O YC(O (TAW SAME TOP. 4 COVER) 1r�w PLA-r P/m NW NEO➢2g 15W Lot 4 SpnrgfieM, St Croix ;nI,74 1pl,gd BM = lop of m9 Eknvmron=111 I>y Lot 330 It to 1101h W[u sw- yxn yi12 goad in ground 1�58"r n lop of Te191,i(pi �. 11058. 104 M. <r NORTH } Scale 1"=47 FaIml SOIL AND SITEEVAL(i ATION .a• '^ a. IN,.d a,a. maxmmmv I...o.14ve.un..0,. 45 a•. Sam Cm. Cayman it rR.nO Mal, al I !" PAID ,... rc m�. cad ....m �...N of 11) � a, ppyj AppLlefdNT INPoNMATII>N - pMue pm1.0 bbrsrlan Oral axf ul plm[v] all, an I A so TOf we and Ellmbnh CMslnrlttn Sm, p.ar.,.Y n...a •nn.I.n9•. NA NA Z 822 Drnw Rod — --I hap, N Solall 1F Hudson/Wisconsin l54016 T15-986b740 Spnngfidd I load Avenm�—��'�I e ..ta.v... or O x.... ndwmnmarmq M••NnnR N ,Of Dona, 111. RMe Whmvn man NMd"Irm, rm lb 0e xm.wrand mJ reAnniwe v'malm lInal IFU Ip ,...a 1mIllY banned nal0oe 91nnaMnlll unJerlrin bYetlYlwn.. Renu llnlumunln brul has.,., A A nmmm..Ned roe inn "It with i. uminll. 1NTr rtfeltel",16108 re Me0.n�eelq all inne.. p'T anmux Fall oNfLaorlanalarI W xItwPU III I5,rw,IAs Imanal a.sIF un xa A Mz ns 1 Orvlalallay,wNM^IFT AP o9 mra krs zr.bk inn If oe all 9.14 7SYR ao Hd I SYRm .I'C 2n •nn 1( os l IllIk3I SSYR 4'4 Hp 75YR 518 Ski I(sN rp0 NA 02 01 0] 11 C 22 23 5YR 4'4 op 75Y0. Y1 I Fla .marks Eauladnm l] bar, 2003 1400 Burr ad. qW ntl.an a 21- mR4 Ad 0-a IDYRw NA vl Hold, mfi 0 2f 0S OR 6 n-H MYR4/3 IId7.5YR52 If III 2(pl mle 91 If 02 01 all I2.13 25YR 414 Rd T 5YR 5k act I(sbk vm,6 NA NA 02FId Ol -.I of 1 IA 5YR 414 m]p l SYR SA to." rlh to o ll' ( y9Fl f /,,7 Ted NO 115,1133-1400 I, NO, Val 14701 Sam 17 bar MI CBRumun roll DRl RIPTION RFYURT IMn i n ,?l RM�LboMm i T ti. m WI Apwll.AM l Ap D-' A 31R1 R RIA lwq MR%1 R A RE I —I a lR�It.. x a. nu �m Amidl 111rc o w o-1 IDYR v± NA s,I HI 1-II ION R+a na m FM low _ CI IYR4 4 mlp t 5YR5:8 vl Q 5YR ue i,3p 15YR 518 E Lot Kurt and Elp th Chrrekmen NW NE 07 2915W Lot NORTH Spmpfiak, 51 Crow li 330RM 11MAvenue I L maAmp address 655 BenW Road Hudson WI 5 016 71536663d0 Scald 1"=10' a.m "w ac om, . uzrym p [y amienagan I T 1 BM=too of111 adm �m r�'9rauM ou zitzoaz Elevation=11188' on top of metal wd 'L'� 106.58 11058, 10A58' sk""ol 7 SAFETY AND fULp nations "er i e "IaeeW,W isconSin INSPECTION REPORT AMP x says FePw ee. wl'aab oep.rtment ar cemme,te pRi R62�5, NbalryDer'llo^ JufY11.2003 PIMWNamaana Aadrau' Pm}ONarl CM1M1Censen Uu. New ReWemlel Leal da dMn: NW NE. 07, PB. 15W SM Number. aii B CeNfieE Shc Testa NnpaM gaEnu MUMCM l n: prtppud 5 LM CGM Ell M. GDltlnea, evnio, Murrners, y: Town o13Dnylep 12410 GnM1m SI CumaYS1 Cmly Eau clam 54701 Plan T2nuNDn Number: a 116 W rName ant Adams: Sanitart, Pamlb Number ryq Fun S Elizabeth CM1a6uuen Wamwaur Flow. asp STI Idenmy Rd Persons Peon E Goffrap I Hudson. WI andsma E Cnn9ensin _ _ _ _ __ 016j ozd-au0 An oMlte all's vnlfiuxon was conducted at the above reMancea One As bar heel polky far all sites with less than four Inches of unsaturated Boll below the Laryom or the A M1otlmn. The Intent or this Investigation Is to fonaalutre311n line A ors un end the 11 hilashu soft Mature strvpwe ana co�n:l�enu4lrabsence u n "inablea�lu�ravi mwee IerAsuy rslet. to waelewner .pplluuon razes IMhx one corrector soon as plo ent said al aShor of slope, are factor Croademan INS 2coakm mmOur eMetlo�ilshand concland u a �SonpoMon mlhis mpoamay so be noted eM Netr snaps or one�s gontwl Mx G aivker imo flue lots q a cent mis mWd applies to apecmc areas end not to IN entim aroa ProMW IW Lot spaemc Sol will he mbmatea by me CST as lmerxmova determinations at a inter Tea So l has not bean tanned for seven) years and a over pmxn whe puss and weeds. Strong the Plan ry 1weahnnon on June 10, 2003, with CST Tom NaWn, it was r NM many areas or Rig pr¢I had been aimu, PoolbyaoW tq, and this mare wel haetpebro wtlunbru more diffiwA. Efforts woad be w asom to id decumad for detailed One eyymaagLv in the upper 13 inches of the call pfpflle Nnyd sin savern )Yowl Sol pmNes can ce Assonant ASkLcws Tn La 1 W-Ob' i6YR W Al. 2mayr, her, w N-tt' 1DY1R4J4mL2msMi haiol Io fnlcpl. mry, mywflrT sVN y8lmra. 11-15' TEYR us as 2maamT z h w?2d SYR A! Mors. T-2 Ln2 00-03' t OYR M at 2mn, mR, as Rai 10y1RW 01, work, war ON t Od S. 10YR a/r 0lmy As 2meFh, Damon to 2myL w/c2010YR 6A and for; More; T3 Lot 3 No Rates reslulu In the A horizon Ti Ln r 00.11" 10yR 3/1 ml 11-15' 10YR 5/0 ell, 2mq x{m c3f410YR 1rg anti SY! mdg 6maroa xn Site July 11, 2095 Rage 2 & 2 Remmmerpafions for this Bile IMWe the "does es use of mound sy9eme designed to overcome rmnarbns of a nor IerN of setlonal sou saturation and star, terminated" Present in the sulxon. A One submarine done mineeon pursuant to Comm e590 home We aompalM py a csr ant appnavM oy me eewnmenl to cenRy that this she has at bear a Inches of son hear Of 5elurBlM coNtuons our seven m more mnaeonM nays Should a mount Well the purrand for use of Ms .tile the shear !mad date shi not " a. son thal �'eaemf�glo-oon rmeo ono yo ales o1 rasa Im bun x wsra ,.non offi p sepne and emuem 10 the alslnoulwn call True largest Well of the mound most he Dra mats all the contour The mount shsn W control to dlvm sudaee water amuM the mound sections as mum as passlme Omar mnAderscons 1 on el a%doom all easel arse smoap N in and to pmam we aeappe 2 cmlwl posing to 12 iS nch ss dat us rewmmenden to lmpmve pacroale I. System trustees are sal d epstem local and those anal smol he i mombed fewn damage owned she development and bull leg construction If then en any rluutmns regaNing this report, pease ounba me Puy May, "star malls! liability ras'Is'ner .Ada M. &mall 71517Z 25N Voice 715/12&2549 Fu eo ®county ❑ member ® csr ❑ owner ❑ Omer RM11101900M Memorandum/Corms onde ceRFC DATEMarch Z, 2005 TO Kudis 8 Elizabeth Christensen FROM Leroy G Jansky 4. Wastewater Specialist E-mad gansky®commerce.srate wi us Fax (715)726.2549 Voice (715)726-2544 SUBJECT. CSM Lots 1-5 lit /_ _ .Transaction ID Number 888116 NW, NE, p ing eld Croix Co 3 V S/1/'++/tom r�-Z¢�f Town of Springfield, St Crmx Co The plan approval expiration date on your copy of the approval letter dated July 21, 2003, does not apply to the Interpretative determination The approval is goad until or unless conditions change as stated in stipulation number Z of the approval letter The department will accept the interpretative determination approval as the basis for a mound system design and the county should accept both the Interpretative approval and a mound system approval as adequate cocumentabon for sanitary permit issuance Keep in mind however, that should the standards for mound design change this could affect initial approvals for such a system Both the state and county issue approvals and permits based in the rules In effect at the time of review or permit Issuance Once a sanitary permit is Issued for a project d is locked Imo Oe rules in effect on the date of approval even If new, more restrictive colas take effect Therefore, d is often advisable to obtain the sanitary permit well in advance of a proleoy to ensure that the system can be constructed as planned. The sanitary permit has a two year life and can be renewed for like periods as long as code requirements do not change that affect the design If you have any further questions regarding this matter, please feel free to contact me to St Cron County Zoning cornrners,SWIL O KINPEY COWNE If LA wo Fwl 549011831 IT �sconsi� xm,. rood Idm)zerar- DaTrlrrym I' Pere Pevaw[.o oPna c ;one 11. 2004 CUSI IN No 42258 IT ppN]S rrvpe.wr ELI M pOTi}RIFD WTTFRIEp ENVIROPI LN'gL .CVINCnmrp 124 12ORAHAM ALL Sl L RO1% COUVTY SPIA PO aox I6g5 Um CARMICHAI L RD EAUCLAIRE LOT 509r1?he' IIOOSUN WI S4016 CONOPPIONALAPPROAAL _ PLANAPPROLIAL EXPIRES ONIIRW6 10uNfimuw Numhra on IV on IOObW^ SITE. Kuv$EbmbmTC[hrm,dm — Site IO An 694021 110'1NAa Ate i Please nhr to bc@rdenirhoenonn wbe� Town OCSpnngAeld Sum,counp _mail c rumpaldersore with&a Shamir NW la,}E IA. i' T29N a;@' wt 51Pra1wMuu13 Ais Clescl Type Smr AanunrOn pmrmmnanon RawlamJOgeuiONe 962W TIP, abet diamond move has man rt,jeo d ter cOnlonnden w,to eppllabe W swoon Aammuoattve (,one and Wisconsin 9Ymmr IIN internal has bon C IN UI LION V. I Y APPROVLo To, n doer IS Arts,Mm sheet 10 101110) N'rrtamm Shers I ,Me, h, rm min h. n...ah all rode rtgmMM... Von bllou'ms'Orr star., a inn err r.. ads o- nvtl:ano, erne Prior.. ,nine at au TO 1I Appmvoundialon hullo anaraporsmnr m(omm 9560 This Wm Aden CNeOemme¢ din The zuiremann Coal 6530 Arm Cme thlmmmPdn TruMd amend dermnmsvonna&aarLemgaonto On ('_) (lm Wit Arm Coo' in Jeuyneu the aoonJ surface eA to hlghen Icel Olaew'a0on xlloo reJoumoryhm fenmrm are lass Nm a halo below NebnttOm of the M1mTmn At [easUO m:M10 of and hP on top or, a mcae min mTmr'.0(wwmrana arms and for adq done vemernt awl eumaet is two rm. 3 IM bacon wa appbeauon we eWlrom 2 gN'RYr and the linear]o 'It An a u pMrtom a ulml plowing b a depth of 2 mine immeNmeh'NEW to'ad plaueent s rtgnved m nnmove Inroad wan ovemwl into the mu swum that is Tannic mncmmd as Jaolr permeaeR ntmapins W .cope or Ne mown ce.h M m.vppam,ma Oe moond death to anon Share ware. Nnna6. world No mwna system 6 Per .oaerside 'ideas on file mowd air he an Ideas l raw lMn:be SWJard 3 l slope mite 9 Ile Shope sdt5ae wmer dmermon' m'e rcgwed,o ensuv0e mmmd corns dawn slaps PLOT a dry as pa dElt A Thu appwalrhot ends, Soho unless The site a sheredm no a was Is the lend m Soi Iwmllnwould ehmae of if allows] Lhs urons were Noervrdher ac+m 0009ewTIl C Ml'a of depths Ins Nan 3lmt telex the uinframvemGm of Ne PON TS anbNutior wem 9 Rrn"ars"ahn To"' mlingo es The me of Let" pattems 10 oumau de III to thingmwaamxmer he Min parcel, or of of pre 10 A COpy Of approval latter and atadonenl, P,IarumTpany l he moond sytem plans for NTS SW A'^%of Ne approved plans meufionm«and runs Oster eMll be on during coiurtummn ma open rn mspemnn by anuonud mpeamr,livn of the Dep,mmar whmn mass ntlme local mrs" s Kola, «dex sbeeu mmmnlM in lieu uradddmnel bull proceed a rods' of In,, Asti leuerand nhx eheepan be anacnN to mwicRonn Sail hace built e sparrooist W prior 10 flit an esv Alin mia.rW«rNbron we«me local p ,d ell oNopmn in greMbfg Nn Approval d¢ Drvmon of8aley R 9mldmge reserves his rrghi m regmre changes or Anil should comdinbN ante making fnem necessary for rod, mmpd WI" As per save shift 10112(2), dolphins this mi shall ralieve she desmner of the mcphi oibty¢n deigning a are bidding, some nr component Inquirer cOneemnry the cortesWndmce may h made to me or the Mephona'Order listed below, or at the Wdree al thia leveMead Sind `(/�JAprvaP//t/ly lu°Y Y.�rtto I" Specialist Ine®atea Strom Bi (915) ]]o-2544 some (7I5)7262549 Fa[ hateskv®commerce star, At u het Requvalis ICMW Fite RecnvedS 1W W Balance Ones 000 WLSIdAarmar 7s5S GOTTFRIED ENVIRONMENTAL., I xa(star AMArc f A(I,Ve WI VIDI II4dk11100 ,nine"'i15833-alai ma' 1 ;.8:3.I3a 1. ere as nimm uExtab,on ` INIERPREi.AIM REPORT Mav 9, 2004 Prnper owner Kurt and Elvdbeth Christensen Legal Descnlown NW NL 072915N' Springfield, St flax Caunt_s P. INTRODUCTION On 22 July 2003 a soli test and evaluation was conducted by dust sod aster on 0e propeaty desenbed above The soil test aas done an respouve to a request bs the arroacrtl owner Lliv0.rh ('Msfensen. az pan ofthe developmen of thu pace) for reatdences The pmpnsed Iota noted in this report are peatofa parse; of land onpmall} m¢Ompessing appmximmeb 30 acres Placement of mound ads repmndppms On oacre.of eanand was assessed Poithe prIhe nOtn10 ACI ryas septic a Irons po 11 Llh20utill131 royal of the m¢rprdrve rtq+n for the noNt 20 acres was issued ftre�taawn numlmr i Hbgl l hl It Is the weroon of the properp manses, Karl and I Ivzbeth Gvtsmosen to siphon tee this south 10Ace(approaineme) portion of land rem? parcels favb parcel is mmndc d to bawl residence, this portion of lined laysmmcmatel, south of lots 3 and I of due at gmal CSM RATIONAL FOR THE INTERPRETIVE REPORT High And low ekoma fcatums in the so, I as compared with matrix soil colors are consdeml is mdwators of dosotul saturation in We state of A I,inan Department of ConoocreA Comm 8101 (I I9)states "I Igh groundwater m zonesref am l atu at to I w Mich lAudi de shouted water tahlis. spar low need Ward gmundxetrr on es or ad an 1,n or/ones Ihat are seasonal Is peuradical 1, or pennanemly atumud Comm gl 01 (119) father off tic . es1deit, c of scasnndl sal umuor in the dusts ' High groundwater elevation' means the InWer nfarha the elcrehe,, to which lot sod is saturated when mbservM as a free wn0.r so race, or the elevation to which din sod bad bee ally or periodically saturated as 1noamn ed by the ljudet elevauoof redoximorphIn features In the Inds AI least 6 mehes Of sin l separation is Acurared rva .. n We yalm of the sod alowthsM system mid the redommorphm And features In must Iclass ref sorb ITab Is gl 44-1, Depdrtmem ref Commerce) Where -his does not exist an alcove Around S 4S must be coaawc:ed(I a mound or At -Grade) The initial determination of thissuc has friend the Sam w be umudnhte Ibr about] type vi systeins (Soil Absorption System, o, p r U M ( amm 8> TU(ga) and (b) [hit code ri mandates that I Rwdrumst features he used m an mdlvamr It seasonal Si in the Soft 2 Redoa momhic features appearing it depth of wdhin 4 inches of the Mmom of the A horizon shall be lmeepreted Ste Seasonal aeration oaummg at ground smfau ('Lnless determined offshore the i dasetion o l xcuaunal sell saturation shall be the ,rind surface whwe nedoxmhm unrioSee W early esam hnm , th ur 41Fri of the boof the A horizon .) Although Comm is 30(2Mb) mandates oat red rnimphul features wnbm 4 inches of the A horizon be mtemreted to seawnal Samtatmn In ?round surface Cumnr 85 For almws for an interribr a determination of the anit.ondotons and depth IQ swnctial saturation nboald ads condition exist This section states in pan A s rinen repro by a ran and wd Icsiet c, dwoos and nlumo tag rtdoamlombm Not teat um. mar v he arils ed to the depanmeotm hm nl hl(o g.nimdannr dnerniuwunn.Irc, The Armen peps Shall lm is eff demonvrate thin ILe e coat& III tnormoologral matiras rr polar patterns are nor undefinable ofcuitere all do ones of pi Fair sea Saturations This is the bi for the rutrent Orion GEOLOGICAL HISTORY The sybsurrfrce formation in SI fears i Faults ronaisa nl one P Sine 1). ( Inca hour (dolomite aria Sandy dolomite) Depth to Iaedrrcl, ranges form 0. I x owners lmenn RA (19g8U- no, fmmnhrn is of Ordymcian begn(Palwnmic sera 425 m1.0 Dolomite appears to have been laid daring The wady Charlatan p,nod, while Cho- mndsaoe wss laid during the fail pat of the period (PaulhRK and Paull. RA (19)))) Glaetmon of bx Chun County aaurrrd morn times dun ng'be hrswo of the earth orbough me most recent g arcunh 1. items Film Plmgocew much (appmxnno ty I million l0 10 U(O Years before present), rs the moat apparent Theca were several aagcx of flaunt Scouter, the royal cant being the Wtsconeran Stage Te,; suns the result (11 or advance of the Superior Luhe and, from this the Chippewa Labe (Martin L (1965) The Phlacui Geology of Wnrrnsm Detecting of W iscousla Press Madis nil IS Ixcottnn) It Cram County appeam m he pact of the gwgtephiwl province of the Wedem Cplac d. AS noted by Paull at IT (Petal, RK , RA. Rnull 11977) (±agfo8x of P .cone n and touq Mteluval Kcadall r Tube Publishing Compa¢. Dubumm IA)" Cite Polwzn¢ rw Aa are the retreating covert edges of marine mdtmentx that one exiench d aonw. the Northern lighand.. I.be Cambrian seas washed Mer the Roscommon. seasonal evtl'ace to deposit mom than 1,000 feet of transitions, with minor accounts of mmehedded dol orne' the St Croix River has its origin In the M1ndhem l hgblandsmd it, resistant Rrccambnan rocs. 2 The loess deposits in S Croix Coanp apt -at o be me wCant ofthe sever if winds cenymg for IexnarA soils easterly to the eastern bluffs of Abe near find beyond The sails Observed on Site Malaga Thar the ana has been ! 1Ilnenced by glatee on. Soils appwr To be lofts (finetexN¢d sated blown sol J. ande m .x glaael fit The glacial till present as parent material in the subsoil of the Christensen site Is most ITself the result Of delis¢ firm the Superior Lobe (Chippewa Lobe) mateunl Loess, social as sod of the Ap horOme, ends be the result of the influence ofthe tend -bloom fines of the St Croix Rover nondpla n. DESCRIPTION OF THE SITE The parmil of land under Inwsnaauon lav, in fee h19 L, of the NW is offacton t TRQN. R15 W Springfield Touristy, St Croix Qowp fill lard my Octb Of l: Ou Avenue east f Coonso Road D and weer oflsbva often Lot 1 — South of established lot 5 The proposed mound site Is located in the southwest comet of his proposed lot The slope on this site Is 3 6%to the west and northwest 'I he mound is riled at a high elevation of me site although not die h.gliest Sods we:onipased of nit[.we wadxrlair. if, tax loam w.d van slay tomf S.id andi maps for The area indicate that The taxonom.c caws swoon of soda on site is Typ,c GlOssnboralf(PTxem weer) Besoils a'e hmrm dworihed as havtlg a sands Team parent material Lot 2 — south of established lot 3 The sue proposed for The named sxpmc rs stem has am, x soils to that in the vicinity To lot 1 HowOser, no sandy loam parent mweral was ob ad, ed a:Though sod maps t assifi duo area as Fowden aeries of ufis possible that ill soil tester did den dip deep enough to Find the coarse mmerial The slope on this proposed lot Is 4, To the writ LOCAL HYDROLOGY As naiad on the acoompmymg plot plans, she propo. A depersai sites have a dope ranging fiom 36 to 4% The land slopas from the war to The west General surface nonappears to be west towards the down Galle River, based on the topographic map to, the area l ooal affect face now personnel also flowS west mwards The rreer Resident flow may be west towards the St Cana Rivet. The topogmpinc maps Commits d for N¢ mxn oa tot e'do ax ant neffand areas in The immediate VicTory of the proposed moved dispersal svnnn No rmneallr teetering areas of standing steer e observed thew as of the political umnind POW Tfi Phan arc however, seas of conin north and Tooth ofthe prnposedmonnd sizes These areas of converging shapes mm to rise west SOIL MAPPING OF THE AREA keeps sell mapping of this area by this out tester Inmcetee that, rasono awally, this sell In an Agmc Oloesobmalf kgwe(houoboralls hove a boric reupetamre regime with d l urtalend dim el horizons wheal are saturated at Ounce time during the reap (as evidenced by the tedoxlmorphic features) SOIJ series maps for this arc a cnarecame zoo area hawker as Tv pis (dossobomll. I he profile Is desenbed as hemg slightly numc snggeshng that the profile is aged 'I he aging may be due to a greater than average senorita of water movement tlwugh the vnl. Spedfiealln. snits in this area arc counsel P meou h ad) According to the St I. rots Coanry Sod Sunny book,nativ a vegetation for this area was plural white pine red raid, and hard maple AccoNmg to the National Audubon Society 1,eld (,node m North Awerican Trees (baatem Regan), (copyright 1998 Chanticleer Prcu Inc NY NY) Is re pine grows on welfJhaarod soils Red Oak (also (mown as Semlet Oak and Boul, Oak), grows in upland ndgm and slopes. Maple knows In epled pact sods All: aces Of vie, therecorc, appear to grow in wed-dramcd or mdderoely.elhahoml does. In relation rc deI endenq mcivic hit ve1lands or Ionic smlI, 1M1e Jere classified as fenrhmoreplants (nit serer maplrl. or non-welland plants (white pmnl As noted in the CS I quit cold Site Evalu door ciao loam and silts clay much was encounter) m all pits III the: mime pride proposed-no„rJ%,; a6srpdon ss nears Depth w thsic III each vaned from ) to I I inches SIGNIFICANCE OF REPORTED SOIL CONDITIONS AND SURFACE WATER FLOW reason surfacewater flmv in me area may be primarily rxmcal for the first 7 Inches (approximately) as a result of die eladvcly permeable upper horizons Permeability in moderately slow in the subsoil oral is moo Lkely damping anode the dense silty clay Ionic subsoil layer. sot structure pay have peon omPected as a result of cxtnxuc cuiuvavon Of awe sites although moderate sdadture is present In the Ap hon,on Alternatively the plowing and tilling may lime loosened and aerated sure that may bane open vise bean eompaded as a result of farm macmnen traveling over the sites Plmsy swcmm wad ubersed It, the subsoil (E honmm. although the nuuume was weak The eficns of con paaeon may be preset in the let Induction Also present in rho Ap nor tun. and slightly him the subsoil, werewotm channels suggesting 'hat the upper nommn was zeratl enough TO small acerbic organisms Roots and rout cl amtds wane disc p ssem an die 0 to re pass of me slid profile Sol colors as cored by this snit tests, wore PYR 32 form (18' Opprox matrly) m the ucessof the pro posed draInfields This suggots:ma, tit must in the Ap horizon, there is perin anoxic mI egmm. The lack of redoxinmryhs features and me hghI 110" Y?) colors in me Ap Lannon in this layer suggests arm nhe Or Is are ism saturated for mom than 7 comxmne dew Structure in tha Ap him waa mnaeratc rid at the pots ubnerred In hhe E horizon plate, Simmons was observed Al though pla,ey the ,,,as w as vein.. mmcat off that warn An, ImeI would he impeded but not prrvemed. From nos mg amcallf, The al appearance al seem, features in the soil good da suggests chat when donna sod conditions are far nun wells remains for a didualli am I period of time High dnonta reams binaries; wcm encountered in dr. srbouI swung at l U to❑mchn Although cot Stall )a the sort report, low chroma regions (areas of) on depletions) weal also al W No paddled or masave soda were obsencd in din nrea of the financial SAS to a depth of J IF However, ducse moot led, Falls were present. This argued must be addressed w the overran design and (onatrrietion of the dianernal eel I Carl Inspection of the Ap formal did not t-,dote: the presence of redoximorpltie feamms. 1 his Suggests that although ahem is tun an n-4 situation. mere -.s adeyume deptn it, abe .A Wooden lappmx,mmely 9 inches) to random a &woble devance between the bo tom of the SAS and the hmnmg IWho and thus to allow had the placement of e mound SAS tie par code. HISTIC SOILS Keys to Soil I Formulay (I IF datinn a laso e rpedon a= ell cost, - It consists of organic so, I matured it me: of l had at ban plowed it the so i l has hann plowed the epordem nonalb has n foal match of mgnntc motto f he talent eprpedon Final has agwc conditions for ammo tom IF most yeas or her been a Fficed lv drained.' The Keys to Sol Taxonomy defines agmc conditions.¢ 'those [so Ilvl which cuncrid, expu,eu mpemde eatmaaon and reductionsawrauon is characterized bye It prol prcssme in the sod -water and can gel , all.'m Ill, as oll og fmc water in an wanted augu Mile In neand auger holes nor Shallow hand -dug pus was standing water observed all the empedon In adddmin. sail calms in the ep psalm were not those dmmetensocal of organic sods (I UYR 2f2) Vepaskax (1996) ports out 1 pmsmle rcdoxunorphm conditions 1 Redox depldrons around macmpoms an(¢dox concentrations whom fie iii 2 IF consciousness anuld minimal and redox depletions whh,n the metro. 3 ( omblvaumofthe 2 anmtions Each of (lie d notations has d unique etiolopf rall l wall owes. according to Vamal as. n Sunni where there is patching abuse a dun, and slowly permeable laver. Suchuggnesn belhewndtuondcscnbedonthc&IteoutlinWinthiarcNn Howtsu.wloxdeplenovswere [loll observant in the nacmpenes in the qp torvnn, in spite of the fact that ,be doctrine sax strong and the pore were therefore large CONCLUSIONS NO"dornmen me fen ms were all ad fin at lieu, 7 rehe of the Vie non m aof me pnaevaliated. The sods In this upper l menec appeared to fail ll Framed with the fir«ale of roots and wont charmols water mmement therefore appear& to take place In this than, loycr There does not appear to be a condition of paumnp lot a, significant period of nine no Thu uppalayet Redaximorphic concentrations oppeaied In the soils posits IIy amrtmg no ajmmxL mateIs "I Inches (l and. -creasing In own Lis, jhTominnnn or Iowa depths Ilie feint redox c0ocenUatIons no) have bran a-ermmmrl by Ted o<circlet nns in the macroporc although this was not observod Caenthe dm(wdm our of On In to, eon. f Terms dcplvmo us present, it would Sloe been risible In one lo%t, hommils, depletions may have been masked by the more reduced name calms Slopes were approximately 4%, suggnting thou Mould does move laterally away hold the site PROPOSALS Ibis soil wider feet that mound srelemz on mesa ones would ad d umdy proside effluent treatment and dispersal as long its the follows design conditions are imphem<med. I I Ind constmcuon tit the soil absorption srstem must be In the note designated on the plot plans. 2 Area, ewer in the andi mint To, he uS.d for snot ahsmpnn, slsoem_ I lie distribution cell must be designed re)' long and Torpor wdh a hoar btamng rate love Than 4 0 gpi this may limit the number 01 bedrooms and l or acnrym¢y that can be,serviced on the site 4 Al least 2 so feet ofAsPol( -l] or id must be Toed under me lmerps for prof lout and d c Mexunum holespacing mlmersh mud he lO inches 6. Slopes ar the monad must be 1.4 rather than the traditional l t ro lncrem'e the we abmrpr on area The area upslope of the pro4vmd SAS must be proi with n enmmtrmed to to dam water around lbc mounds the proton nfther ivataway wilt he to peen ward h'nm hemp tr pped In the mounds If sou have any quotient, regarding In, reprise Pte.'s feel Gee to,cartoon me at the above address lord or telephone number Smc<mlr. EL N (woliwd Registered Sanitarian I a gt16). CC] C_ 1981 I i.uwaal Oeshgne. r I 10q REFERENCES I Brown BA.(1988) Bedrock Uyiuyol 0.L nnir.GnnrrsnlofWiswudn— Extenaon, Maduao Wiuonsln MartinI (c96S)11be Phyroga(Icolucx�[ A,worran Gnnmuv of Wuconsa Press Madtmn. Wiaconan 3_ Pan11.1LK. and ib ull, R.A (1997) Oeuluov of W no a d Moor M [lug Kendal PHuo+ Publishing I vapenv. Dubuque. IA 4 National Audubon S�etety Meld Dade to NocM1 Nnencan lrres(f:anem liegion) (1998) (hanllCleer Puc�S Inc, NV, N) 5 Sod survey of SO v'rnn Counp 119+8i IInpN Srvtes Dept nt Aymcuunre Soil Cunserr union SenI" and Researcl, Dnumn of,M1e College of Agnmltum and L& Sciences, I a verany at Wisconsin b Sod Survey Staff, D A Deparali of Agriculture(1994) Keys to Soil Tacotoay Sixth Edition. Do red States Depasti.: Ag.7.,,ltae se C,,a c Anion'_:-: iec ^ocahnnas Pies Inc BlacASbag, V ngmm z91 i i a 1 'l ( 1/259 111 " - I I . I I I " wl gev any �.arsrsommGi arwe isc®nsin soo d Elm sawAlso INSPECTION REPORT iumi's Isbiwapr5)samuria depnhmm acmmarc. DN of lrrepoomayApril 21, 2003 Project Name. Cbnslensen IheResident,, Lagal o«cripnon: No NE 07 29 uw Soo Number sou etrvremn NA Munhoreafty. Town Of Spnngfielb commof caw Plan Transaction Number 1h0E007 Sanitary Permit Number' WaaWwater Flaw' 4506009ptl Pamem present E. Goldrodn Plumber Name and Address Jnklpwn certr6eC Si Toaster Name and Ab Elh ( WM LST221981 124 n Graham Sh Eau Diabolist WTI Owner Name and Address Kuh & Ellaabotb Cnrearnsen 877 Benoy Rd Huci WI 54016 (715) 874,6280 An ono @ says tamest was conducted at the wood zMe on sole as per ba+ ylisym ir ' all ks with lass Man but Inches of unsaturated son beb,this ooNnm of Me A horrrion The intent of may veoligho nIsb confirm mltlal oGsenabons hJ toil pool So 1 Roper(CET) colailg 10 Me INesa¢e 0r Absenceof redoarmarphm features in ME A no, Act I or subsoil rn I soil Will, Structure any 0&s@ilea fep10R also m as they reach¢ to wastewater Bodoni a@s Other site suconditions such as part and due�PO of slope lanbscepe sosmon land surface contour length Bold r water hydmbpyl may alsoadnoted and their affects are facets considered rn the reconomendabona and monnusohs Pon on ofthis repot T typical Sol profile could ce desc ibe: as follows Last Lot 0O-02" 10YR 13 sit 2mgyr, mn raw 02o6- VYR 30 &i sash, cob as 0l 10YRWI sou Pmabk Ink. as Fall tOYR 414311trade , turn cw Worst DYH 416 antl 5 J Onto 12-15.75"h 45111csbk, mh,wTl75YRV6rmfs Free Artery seepage through macro pores at 6 inches after prolonged raonlall Wal Lot Di 10YR 313 51 2mate sold raw W 10' 10YR 313 and 10YR 414 ml wmsbc Fort cw 10-16' 10VR V4 soil 2msbk OR ow wrn3 )YR 416 SID 63 and 93 rah Free water seepage through macro cores a' 3 inches after prolonged rainfall If a mound system IS designed to Ovemame Ilnnbtur s of a high level of seasonal soil saturation and slow, Permeability the rated should not exceed o2ear ngpd/rys must sThe additional basal) area twill pathe rbely,aeal wastewater she gent nus land 'lope and Prevent wastewater leakage at file mound toe At least compensateo Mp ol forthe genus ttii4 ommended when applying septic tank splu lnf to the distributes cell of the mound to ensure proasr treatment. The longest ppdnn of the mound must se Fuemaled song Re o nbu The mound Shall be mnswctW 10 dwell surface water aboard Me mound consulate as must as pbssrbk r ad]0pn a Slops Manage finch stroub be cpnsae.ed if n o Oelermmed Met sodas¢ or artlessness hydrology s 'MPrw by rnleroot wafer aria dyward d away ram Me mound site Mr OIX(. II SEPTIC TANK MAINTENANCE AGREEMENT AND OW 111]?CFRTFICAIIONFORM wo�Rrrm G�r' nh a4 rV ` olit- I)riUbus nwlmgAm� nl IIL64 S(-{e Rae4Q 3s whe�v�W7 Sy 97t Peoprty Atl3u'e z-r6� I(o"' A„ moll aly;sam(r(.en ✓.4—054y_wP.w Ida;r...uon Nuxnoa 03 too Pmpe;ry lu,s4on yy�'/., a064'sm.-I—,T2 Q NR Is W,To,aof �QIjR�y;,o Certhetl Snney, Maps %9047 SL _ Volnme_0 .Papn Pl. Waaa.oHDamlx�5ga{�bZ .v„mmo_AJA Pnseo.L+__ Imaodv, .,t;m.,iemna.bl. 0.. SYSTEM MA KNANCF ANDOWNER CERTIFICATION aw,wame ,m'garddd3<.nw'at "I P.,a< mu.a;. mnak...r..e saasawn.ampdabii ill.. n"TIll aaranth i.., C.,a CM.v U.,, nw.....I Thl b. e D�a.ra whawoa.•..vu`�iex`a p.addIddta db.d" Iyda W bat.b..rr grad"'r�..�i.l e "lad a.mmm vm-m� nsmw.n.n,.aam nm r..p.mnnaw Pp.mr.rm..�=�nm .wwnee.... a. �... wawmaie� n _ wa...aIIIIdi ddlo'aaw..I .1ab,.. a. P,,..a.b..... alw.al.r.�,,,a a. by @mammm[ C.m.mn.nw ma ap. `1aI nwnmmemm..nia..ta me.e....�l..ma'a` m�`m= �'..�.; `zoo ��.n.m� �� n a.v..r me uHe I. e......l a..e r.r•r mwm abbe, nr.e.raamr a,a`,afa.,aeae v.9e1 of all, Ofw5c`• .t ama,e me..,.arin.i u. Numbmua Laaannme.R_ 61- N TUMUP�� L SI ATURE OP APPWCANf(5) Kati le-1tLT D\T< 'PwAny ad. Ll.. all .n"Ir"I'a'My ma.lunm.awn.g"Ill Im.dm.k.a br0e vh..wp s /.Drone Wfaw alabdIdt..n a maNN vam.1yaW firm am PIdlblIflleNS OIFne nK omP/.[am aembul wnr; nnp+e dram, . nme m u. uamnry aem MVI 409 p "PRELIMINARY DISPERSION ONLY FOR CONSTRUCTION USE-W . W -^ BCALEffi16AS SHORN IF PRINTED ON fl%9 PAPER „7 Wit R'Wit 1. �� di WWW I1I It lid!! �I �e r - F7 , r p,. - 6� z Wit,I •" I "— I AIN FLOOR PLAN It it,—�. _4 —I ;ry le jQ 'PRELIMINARY DIAMONDS ONLY -NOT FOR CONSTRINYgN USE' SCALE IS IDAS SHOWN IF PRINTED ON 11X17 PAPER Fm s a€ 3�4 8 2ND FLODR PLAN �1 Win SoM ur ea., me lmun SOIL AND SITE EVALUATION Psi Of vmrdmunbf ni XS Ne Adak Clock, n.nnml,....M, rianM�nd irrvre�,.r, mil umlificoevw„wsapp in lnr:lr,.nu �I1Y We sl Cale on g,'m una Nl lu W] T29N Ris e."k Kul null BlimbCln Chnslen5en n Pmanr mum.xears: 17-gill N]l DenOS Road - NA NA Z mn ® I Incision! Wisconsin/54016 ]15-386-b140 Rnmoo6 A 110m Avaln�le�� 11i m n us ..mn o .waenlinlmnmM1v nrMemnmr Vnkwrv. Ak.n vann8 hi NA o� ❑ R'nI�i e n<❑ Inumi.mumnsin a -di 1uk11e Mapprupnm.'wrc rw m. mnlnx..ntl �n,l rtvnuv¢ P�1117JANFIII (All .11 so -pgm monin. (nevl and m.m, nyNSmR.r. Alert..pnw15 io NNW. the ryolp Junk 0m.re odfiI, ,,.pli feeRmtl.e ehYb.n LYee AlwBnaeii mo.ntl SAti ie memmentlM fee this rr11kS10 fool xfvnE lIII 11\-FIII: with 50 RFQI FiTE.00LR TO Sq SITWT109 I vxlunuon Jlm M1eare rum IBIDDLbT041 SITI SOIL DESCRI PTION REPORT Boring HeiIsuln 1XIIIIIIII Rings lark ... pclik, nm surzn an innrvllto yo tmlf rmf In08 Ap 0-9 IOYR 12 NA xr1 21s61, our2f Iln to Inn I NII 9-N i9 ]5k fIO7SYR58 2ink If up IW 10 RR I422 7SYR 4,4 map 7SYR 58 Sid Ifsbk and 11 NA 02 02 DepIM1b I.mmnp 22-23 SIR 44 map 7 SYR 59 vl li feel 9 Rnrlxds halo l 271w.2Ws-Wher ban as, Standming wrins9 An 0-9 10YR 3'2 NA at _^Rbk mh as 2f R5 08 ED! e-12 IOYR 4J fltl ).5YR58 silo.0 2fpl mR 9" If 02 03 HII IS-I3 ].SYR O4 RO ].SYR 5l6 sill Ifsbk vmvli NA NA 02 03 ('round I ,,(ft) un.bB 11 !vxva m3p]sYRse Bear, 10 bm,o.p feel p n omali valov ll' QINun. ILA1 4mllnW GnvinW lnrlmnmtnYl Signelua i<v (4- lA No 715433.14N Ai 124-n2(orkar . Eli 111 14701 IqW 27 une]vm (STx221981 C9"Ce nSile July11, 2003 Page 2 M2 Recommendations for this site Include the horrom a use of mound systems designed to overcome limitations of a high love' M sessional toll saturation and sloar permeability gown In the suMoll A sal saluraft n contaminated pursuing to epnm es eo mum W mmlMelod by a CST And approved by the degednenl to wady that this see has As team a Inches of sal free of saturated conditions for seven or mare wnsamlve days should a mound design be pursued for use at this see, me lived loadin m e shoua pot es ed a. mawmer eodmuYon mod should rid AS 0-3 gadfly& laayt 3o adios of zmq w mWt po used dppyinB want tank Mumt to the distribution cell The Idgem portion of Ind mound mum pe amen dent along the contour. The mound shall be constructed ld dived surface meter around the mount abodure as much as pwsiae other conelaedhons 1_ On moces a 3%dmm mope Wsal area stood Ire Increased to prevent we seepage 2 closet gwnrq to 12-15 inches depth is rxgnmended to improve berwlNion 3. 3ysNtm lowhons am set at speetic locations and these areas should the Protected form damage during We developnenl am ho se, wnmmcpon Ht m are any euesldns regarding Ads reach, pease write, me ttmyG stoye ewmer GeIW Wmac sees cot E-mail 71517 62544 Voice 715n28.25e9 Fat w. ®county ❑ Plumper ® CST ❑ Canner ❑ pher SAFM AND BUILDINGS Sall IM°®a3ee sw¢°s eurtxn Visconsin sMw'W°re°ri INSPECTION REPORT Couples 64729 ea, Department of commerce V16) 72%35w 0ateorinapOcbon. July'f1, 2003 Plumbm Name and Morass: Problem Name: Chldensen Use: New Readentol Legal Description. NW, NE, 07, 29, i5W Site Number. W2290 Subdivision: Pmposea S IM CSM Municipality: Townof Springfield COUMy: But Cmtt Plan Transaction Number B8'18110 Sanitary Permit Number: NA Wastewater Flaw 450 gpdI Persona Present: E Gotttnep and Christensen Certified Soil Tester Name and Address: Ell G01Xned, CST221B81 124112 Graham R Eau Claire, WI 54701 Cheaper Name antl Address - Kul & ElnabeN Chnsensen OTy Benny Rd Hudson, wl 54016 (715) 300E340 An onside sods venficmlon was conducted at the above referenced site as per mend polry Is all sites with Now than four inches of unsaturated Boll below the bottom of the A horizon The intent of this Investlgation Is to confirm moral oMervdlons by the cemfied soil tester ICST) relining to the presence or absence of rida moryhic features In the A horizon and subsoil In-snu soil twoure, structure, and consistence fagoR was also revlexed as they relate to wastewater application rates Glher site contll0ans such as percent and dlreclem d dope. landscape posNon, land surface contour length, and surface water hydrology may also be noted ant their effects are Indoor mnsMered in the recOmmeMdions and conclusion portion 0f flas report This Panel wdl be dwided into five lots ray a CSM This report applies to specific areas and not to the entire area of each proposed lot Lot specific mom will be submlXed by the CST as Ice meta9ve determinations at a later date This parcel has not Dean AhmM for several years and Is over grown with glass and weeds Dumg the prebminary Inveslgatmn 0n June 10, 2003, wlh CST Tom Nelson, It was noted that many areas of the Game! had been dosturted, possibly by lagging, and this made sell IMerprehve evaluations more dlificuX Effort should be made t0 avoid mounted areas for detailed Sell evaluations In the upper 12 Inches or the pull profile ew Nelheless, several typoal son probes ran ce machined as follows T-1 Lott WI 10YR 312 all, 2m-cgr, mar, cm; 01 10YR 4l4 sap, 2husbk, pamng to lMi 1, huh, MfWlf ] 5YR S/ mass t Y15' 75YR4l4sct2msbk.mh,w/c2d T5YR4nm-fs T-2 Lot 2 00-00' 10YR 3J2 cl. 2mg4 hurt, as OSI 10YR 2I2s0,2msk, mfr, my 10-15' 10YR V4 gritty sll, 2msbk, pamng to 2mpl, wh2d 10YR 5M and 0l3 MN T-3 Lot 3 No rail features In the A -horizon T-4 Lot 4 00-11- 101 11-15- 10YR 5l4 sol, 2mu wnh cif c lDYR Q6 and 5l3 tmfs SOIL DES( RIPTION RLIYINI PM,,11 owncr CLnmcnvn 1""I IDS a�AOR x.H.. FLI DIMm 11 NI .... 11ta1 x . Q. s.xlCP tip 41 �..at. m, AMIIR. b1wlI, IPS Ap 0.7 10YR312 NA 11 II I15 'mon6 R RI 9-I1 75YR43 I1675YR46 o 2G6N Rw if 0S 08 IRc.J HEM C IF IYR16 m2d75YR51 INbk m.T NA 02 03 Oc0O to Lmtmp W Rom. Smmm€.ama Ir oM IR.,A.n, FNNnne Ran,ms ISHIRS Lot Kurt and EI¢aEeth Christensen NW NE 012915W Lola Springfield, St Croix 330 fi to 1191h Avenue mailing address 855 Bency Road Hudson, WI. 54016 715-386-63a0 tyit9 - � 1. e m y 61 • N-ooft adz K BM = lop of metal road In ground qj'sorj Elevation = 111 Won top of metal and 11, 10856 110 5810958, NORTH Scale V-40' HiM donlnvl.RS 6TM Daigm Ftlmwn Sml Tcsr.lniupene RgVn C4mi- ("MW Dw. 2>)"ram s.ixww Parcel N: 034-1014-20-100 aroa2M 0801 AM PAGE 1 OF Alt Perot 07291596G 034- TOWN OF SPRINGFIELD Current X ST CROIX COUNTY, WISCONSIN Creation Dale NIsWtlGl Date Map# Salsa Ana Applications Permit Permit Type 11222004 00 0 Tax Addrsh; awreme) 0= Currtm Owne,. C. Cumin WBmwr O-CHRISTENSEN KURT KURi CNRI$TENSEN 842 WrLOWC SD LN HUDSON W154016 DMtriM sC=xMOI SP=specal Property Aeareas/es) 'Pinery Type Dktle Description '1094 PnH ST SC 2198 GLENWOODCITY SP 17W WITC Legal Description Acres 4000 Plat 4882-CSM 19,4882 OU N SEC T T29N R15W PT NW HE FKA CSM 17-4571 BlacMCandro Bltle LOTS LOT 4E AC) NKA CSM 194982 LOT 5(4 AC) Tract(U. (Sec Ten Erg 40114 160 Val) 0729N-15W NW NE Nobs Parcel History Date Doc It VDIIPe9s Trips 02/27I2005 819301 EZ-U 11122120N 700652 194582 CSM 09/08/2003 739004 2402193 DC 71M 2003 732909 21S1241 XD 2008 SUMMARY Bill Pair I&I Value Asaaaaae with Use value Assessment Valuations "at Changes W15120o7 exemption Class Acne Used Improse Total Seats Reason AGRICULTURAL G4 4000 700 0 ]W NO Totals tar adds. General Property 4000 700 0 703 Woodland 0000 0 0 Totals for 2007 General Property 4000 700 0 700 Woodland 0000 0 0 Lottery Credit: Claim Count 0 ConiNcanon Date Batch a. Specials: User Spacial Coda category Amoum Assessments Special Charyoo Delinquent Chalp ss TrialSpecial GOTTFRIED ENVIRONMENTAL 124 cnham Ave, eau Clause, col 54701; 115 14100 telephome715-&U-1400;see: I15133-1381; email: elastonsaricewcilm INTERPRETATIVE REPORT RL �rIVfD July %2003 uuI 2 p 10p3 Proper owner: Kurt and Elizabeth Christensen zc Legal Description: NW NE 0] 2915W Springfield, St Cmix County INTRODUCTION On 27 Jane 2003, a sod test and evaluation was conducted by this soil tester on the property described above The sot] test was done in response to a request by the property owner, Elizabeth Christensen, as part of me development of thus parcel for moderates. It is the intention of the property owners, Kw[ and Elizabeth Christensen, to subdivide this huul and sell parcels. Initially, there are 5 parcels that have been surveyed Additional parcels will follow. The initial determination found the vies to be marginally suitable for mound type septic systems (Sod Absorption System). However, there was not a clear separation distance of inches between the bottom of the A between and evidence ofsemanal saturation his evidenced by redoximignmefeatures) Asa result, this soil tester requested the presence ofthe Wisconsin State Waste Water Specialist, Leroy Jansky, to conduct a sods renew of this site, specifically in the areaofthe proposed SAS's My Jansky had previously visited the site at the request ofa soil tester who had done preliminary Wrongs and field assesvnents on the site The soils verification - sods on -site was conducted on 4 July 2003 GEOLOGICAL HISTORY The sods observed on site strongly suggest that the area has been influenced by glaolarlon Soils appear to be Ices& underlain by glacial till No bedrock was observed at the depth of the breckhoe pits or hand dug pits The subsurface formation in St Croix County consists of the Prime Du Chun Group (dolomite and sandy dolomite) Depth to bedrock ranges from 0- 15 meters (Brown, B.A. (1989d This formation is of Ordovician origin(Paleozoic era 425 mya). Dolomite appears to have been land during the early Ordovician period, while the sandstone was land during the late part of the period (Paull, R.K. and Paull, R.A. (191])) Glaciation of St. Croix County occurred many times during the history of the earth, although the most recent ghaeation, during the Pleistocene coach (approximately I million to 10,000 years before present), is the most apparent Them were several stages of glacial advance, the most recent being the Wisconsin stage This was the result of the advance ofthe SuPwror Lobe (Mart. L (1965). The Physical Geology of Wisconsin University of Wisconsin Press, Madison, Wiscuns rn The glacial till present as parent material in the subsoil of the Christensen site is most likely the result of deposit from the Superior Lobe material Lcess, present as soil ofNe Ap, E, and portions of the Ht horizon, may be the result of the influence of the Eau Galle River or the St Croix W ver LOCAL HYDROLOGY As noted on the accompanying topographic maps, regionally, the land surface has a gentle slope to the west This slope to the west is presumably the influence ofthe Eau Celle River, which lays 0 5 miles west of the westein-most boundary of the property and flows in a southerly direction The property is approximately 20 feet higher m elevation than the Eau Galle River. Although the regional flow is westerly, there are considerable topographic changes in the land surface radon the area of the proposed subdivision. These changes have been noted on Ole accompanying 2 plot plans. Plot plan 1 shows an overall lay -out of the proposed 5lot subdivision An arbitrary benchmark lHM) has been established on the edge of the blacktop on 110'^ Avenue. Thus has ban assignedthe elevation of 100.0' As noted, elevations of the proposed mound sites varyfrom 100 60' (lot I) to 110 16'(tat 5) The topognibm maps consulted for tuts report do not outcome any wetland areas in the vicinity ofihepmposedmound SAS's Nonatunllyor ngaz ofstandrngwaterwereobservedin theareeoftheproposed monk SAS's However,6etopogmphydassuggesttbatawmerway ensts between lots 1 and 2. Although no areas of seasonal saturation were observed on the topographic map for this area, the soil series map did show a wet area and a seasonal creek in the northeast portion of Section 7 (refer to the accompanying photocopy of the soil sines map). SOIL MAPPING OF THE AREA Direct sod mapping of this area by this soil tester indicates that, mannommally, this soil is a Typm Glossaqualf tan agotc alfisob Aqum alfisols have elluvml and dluvml horizons which arc saturated at some time during the year ba evidenced by me redoamorphhe features/ Sad seems maps for this area however, characterize this area as Type Glossoboralf Thaw, a crym alfisol. Specifcally, this is classified as Fraon series soils Information on the soil series for this area was provided by the St Croix County Soil Conservation Service. As noted in the CST Soil and Site Evaluation, clay loam and silty clay loam was encountered in all pits in the vicinity of the proposed SAS's Depli to these layers vaned from 11 to 14 inches inthe pits where the layers could be observed In many pits, standing water prevented the observation of subsoils VARIATIONS IN SOIL CONDITIONS AND SURFACE WATER FLOW Regional surface water Row (and presumably subsurface flow) is west towards the Pau Gale River. Topographic changes in the and in the vicinity of the proposed subdivision indicate that flow can be in all directions from the proposed mound sites. A noticeable water way exists between tors I and 2 as noted on the plot plans for the arcs. General surface water Row in the area may he primarily vertical for the first 8 inches as a result of the relatively permeable upper honwns Permeability is moderately slow in the subsoil and is most likely patching above the dense silty clay loam subsoil. Permeability in the upper horizons may also be the result of extensive cultivation. thus loosening the soil and increasing in permeability In the upper horizons. Alm present in the Ap honzon, and slightly trim the subwd, were worm channels, suggesting that the upper horizon was aerated enough in support aerobic organisms. Rona and root channels were also present in the 0 to 8" range of the wit profile. Soil colors as noted by this wit tester were IM 3R from 0-8". This grayish brown color is darker than the gleyed colors one would associate with a more aquic condition This suggests flat in the upper soil profile at least, numbing conditions do not take place for any considerable period of nine. No puddled or massive wds were Observed in the area of the proposed SAS's to a depth Of 8 inches. Close inspection of the Ap horizon did not indicate the presence of redoxti eMine features. This suggests that although there is not an A+4 situation. Were is adequate depth in the A banana (approximately 7Inches) to maintain a suitable chance hetwan the bomm of the SAS and the limiting factor and thus to allow for the placement of a mound SAS. The gradual appearance of redox features In We wit profile is also significant with respect to the actual depth ofseasonal saturation Although low chroma and high chrome fcarures were observed in some areas of the wit immediately below the A horizon, these colors were not prominent until the pit honemic thus suggesting that significant seasonal SiMmUon did not Occur in the A hovnn. In pits where standing water was observed, no water stood wmhm 8 inches of We surface. This is sigaifncam In light of the fact that for 2 days prior m the observation of the pits on lots 3, 4, 5 (second visit to the site), there was significant nornWll in St Cron County. This wit tester however, does not have information on the exact amount of amfall during this period PROPOSALS This wit tern fcels that mound systems on these sites would adequately provide wastewater tmatment and effaces dispersal as long as the follows deign conditions are implemented: 1 The wnsructimn of We soil ebwrytion systems must he ion the areas desigrated on the plot Plans 2 Ar lower jn Ne landscape must not be used for sml absorption systems. 3 The SAS'smanhedaigndverylongandn w%iNalinearloadingmteequalorless than 4 0 gpolH. This may limit the number of bedrooms Nm a can be placed on the sne 4 At least 2 50 feet ol'ASTM 33 sand be used under the laterals 5 Maximum hole spacing in laterals should be 30 inches. 6 Slopes around the mound should be 1:4 rather than the traditional 1:3 to increase the toe absorption area V The area upslope of the proposed SAS's should he contoured to prevent water from Ouwing into the mound areas In oNer words, the area wound the upslope should be higher than surrounding areas to encourage water movement away from the ProPesed mound. If you have any quemmms regarding this report, please f«I free to contact me at the above address andlor telephone number Sincerely, aZ p" ,5 ` J' 0. 77 Eli Gottfried Registered Sanitation (80806). CST (221981). Licensed Designer (1310) REFERENCES 1. Brown, B.A. (1988) Bcdmck Geology of W s min (Brown 1988, Umvetsiry of Wiscomin— Extension 2 Martin,L(1965). The Physical Geology of Wisconsin Universnyof WisconsinPress, Me iunn, W iscomin J. Paull, R.K. and Paull, R.A. (1977) f ioiry of Wisconsin and Upper M clunan. KeMallMunt Publishing Company, Dubclue. IA. A. Soilsurveyof StCmrs County(19y8) Untied States DeptofAgncukure Sod Conservehon Service and Research Division ofNe College of Agriculture end Life Sciences, University of Wisconsin