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Home My WebLink About008-2011-02-000PRIVATE SEWAGE SYSTEM INSPECTION REPORTfi24877 GENERALINFOC,AC,,N (ATTACHN PERMIT) $L Croix N Jake Pe�ersonlC 8 J Builders Incw o�n x0 OWN o0F EAUGALLE11-02-000 28.1fi 581 TANK INFORMATION ELEVAVOM DATA ryrE MANUFACTU N CMFCIIV STATION SS HI FS ELN s.HN W oB uw.M SEC S 3 /01.2 TANK SETBACK INFORMATION �,pV y Uu TANK TO WELL LU N"u,in A.nlbn a,l w>e ESSER sa spMm (A Gq lI PUMPAMPHON INFORMATKIN w 'crate De".'d 31 CowGM $33 IOo 9s Moc.INvma, E 1 6� iarl 9.z. %!,3 roN LYI. Ii5 Fnro"" Luge N .yFt �,,,,,mn I Ll ol.G.. 1.. mNR SOIL SEC H1 �RENCa DIMENSHONl L. ,1 l w,n snTEM To cIL oLos wEu ErsT F"" LE) MCC INFOAMA TC n' Q3' NA DISTRIBUTION SYSTEM 1S NM11/q 5( " we `IZ I *L 4r .•4...l p, L'°a�' x.�z SOIL COVER nl..... 6./ =a COMMENTS CIOV 1141w1 F2 LRUSSOC 'K �IvY.I.. AAnMad L•Nle�r dPwnsl oPe, ina.l gp�, SF, 1)MSMN..m0m.r,N w n +cskJ R,me. 2)e1 �MMN-oa• ..<""l0mv '742° ' Ne Wlll p,F tN9ptJr'Ion K a, EwsS, i,mt I. v J 2a aN_ �.ko _ Rd6 . cowls . /.- _. Sn' seM1ryeMBUN C x SmvuyPmmi,N�Lw[bm(b b. Ilmmby Ce) UL 07 ZUto u 00I ]pf W y/851Yy M,P.Oee82 3 W MMI2WI STN-]163 Z omit AppNcah vas=oo3°aeA(IJ3410-�(P^.,.a nol w„ cm. mem..w oru. row �o=•m� mm 11111d.. sow.,e�,s"mywm, ApPL.pmrmm rm.mem °m�rowrs v..obm� am -o e,.in,Am,«.IvaleHwum walm m.o.Pmw oiSNur ma nm®�mw kmiiM`mml mmmm,mn y«Pm,�mmnb.mN a,.mwo 5 Z377 LT llenmioo l.(erwNae-V6.0 Ptla Axle(o _ OL—oao nw.ML:ww O .�.581 PmPwyo..,,,M.ubp.am., 6 L p 5� bp Con P�m� aCLs Lv/ S�F6 zz .fin. Rllf `Y"Ei� n.'ns.ore.wwla..k.11w..pPl» ' mwiw•wn N.ms 41 u=P.mmp-Bw-xummoreNm®, B4tp fU 00 F ❑cn.l ❑welv.Ce.wn.w-urc,a. ux ❑vOMN mb ❑suuawN-umix u.. _._ pimmN 6.1N p�1cF JILT p IlFlrmi„ (CL..koulyooebno.No.A Compku Le.B ✓.pplhLk) r5ymm ❑Papla®n,SY.® ❑ �4% LN Rrylxmu+ 0`45. ❑dIv5lWilmmmFwery S)'a®(.WbP) O gmupm,W ❑MmiiMwm ❑mw'd.rPlmM ❑P.m ry Ln Prtv�w Pump Nmnb., ma Auboae8 1 BebeFyren mmu, 11 .ww..m cLnx.n m.5. Bv,.muYo MIId «❑.� ❑n �P,....m x.m.mw n.aowl ❑..a..,, oM..._ . L NmmN.«II ❑NobmrPw ❑nhaDlna Cw wwm mkn(�I o) Lkup RI, ((gpQ IP 5o0 APPehnn« tep PpaWu 0.µWf Wp.mlAm (q symuI um 00 , Z �c C, VLiuYl.la GP.+b" wloe i° MumLnuv B.cf-6G-loNII 9gg xm .®.r.P. ,.w•,Nu.:,. /Zoo Iz•= r r '� DIIIS 0o goo VII.Pn ..WIIry Buum,-LIY Wvym.uuempu¢IIIOPvbmluu.NIUPoXT8.5.m... W.WYE u PbmeelSNNne Mlml Plumeu'.Sign.nu. MPMWNmnb Bufinef Nwu Nuokv 'F - ,eo er NE<Sw� L Zz697 Wa 15^v4hy.5ms Lp Cup - �LcSw <+u tJ( SYo I) co.. m mumn oul wSfw'. Op' i n qy. mo.a pm]lpu» NPPwN IXC..enmu Imm..N.-0wry�'.I 3\ryy STEM BWCMnkNEv NAuenl pllml Ipe, a Igm ema mangll pnP'0tlrin.Lyaum as plaF p,o.aoa oy pmmaur as W Vplkeeiu rmeloAMS ".Pn..l..,,.. **Well Wb [o W>5M from Mom mmponems** o �� b �" -------- mmga I ---a I LT —J N SI I Seams I 0 wffiPI\ BE—i a C 1t95tl _—v _ #tl E' zM9a NC gyPo— �m GMeal l' m<gce + + + -+ -+- --F Pon + + +J�+ t, + + + + + + + + + + + e+FOfe6t + + + + + + + Nils mw"a MNMI iron M E wl, July 6, 2020 CONDITIONAL APPROVAL PLAN APPROVAL E%PIRE5. 2022-007 6 Plan Maki PWR-022001340C COVDINO.VAUT APPROVED RYAN BECHEL DEPT OF 5pery AND 1gQFE551Oi SEAVICE6 M Spring Creek Road S DNLSION OF INDusmv 5Epy1CF5 Red Wing MN 55066 SITE: �1 Cf� p'JM MCk. Joke Peterson ME WAINbRANILANCE 54"Avenue, Lot 2 Woodi Ridge St Croix County Town of Eau GaIIe NE A -SE %-1A-THN-R16W F0R: OeunpWn: Mound Canpanenl Manual -Vet 20, SEND a Bedroom Mound-6W GPp-New 10691-0INOUol,Rlo/12I [on; ucian-6'(o llmitlPIT factor- Pressure Distnbuts Component Manual- Ver EMuent Filter- Maintenance regwretl 20, SBID10706-P )/12) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED This system is to be constructed and located In accordance with the enclosed approved plans and wild any component mantraps) referenced above The owner, as defined in chapter 10101(10), Wisconsin Statutes, is responsible for compliance sixth all code requirements No person may engage in or work at plumbing in the state unless licensed to do s , by the Department per 5 145 06. Rats The following complains shall be met during construction ormmallahon and prior to occu many or use Reminders • This approval is subject to the conditions of the Interpretive Determination approved for this site on July 6, 2020-PWF 2000061-ssD • Care must be faked to set the due volume as approved In the plan oeslgn. If Me minimum tether length of a single swhth mechanical Rut Cars not all" Me probes dose volume, two separate Nuts must be used • The mound site shall be properly prepared pow to plowng My grasses longer than i shall be cut short and remwed. To avoid mal in& any leaves or lone Manic matter shall be raked up and removed. Out Iyees and shrubs flush to the ground and leave stumps. Avoid operating Plaoery ovmer Jake Petersen See Address T6o 54TH Ave, WmOvlle, Wi 54028 INDEX Page: 2 Site Plan Page: 3 Management Plan W"MONAUF APPROVED Page: 4 Management Plan oERar SAFETY AND PROFESS1004LSMVIMS OMSION OF INDUSTRY sEFncES Page: 5 System Design Summary Page: 6 Mound Design Worksheet p Cat-mck- Page: 7 Mound Design Worksheet seem swnoENce Page:8 Mound Design Worksheet Page: 9 Pressure Distribution Design Page: 10 Pressure Disti bution Design Page: II Pump Design 0N3jN"'� Page: 12 Dose Tank,o°CSC Page- 13 Tank Specifications �� * WAN G. BECHEL c Page: 14 Mound Material Estsmates 5 D-2283-0 3 Page: 15 Soil Test = RED WING 5 MN Page: 16 Soil Test Page: 17 Soil Test himmale Cmiennent Manuals W. 10691-P MouM(N 01/01, R 10112) SBO10706.P Presure Orstribubon al 01MI, R 10112) i. Wee ,A o - WnEMNMES - - �mn utarc srm. o m+v -------------- eaa=as.mnW Rs i mmi w.w L« — �rcww "WHI W be'aand>SM I mwsrem mmp — 1rm Q wmM nrcan w� I�,rPW.erv� wmx rc=. aI i �Q r _ aq-n mae J LT._—.= e3 b •uewn�cn� m4...�*v.. __ ....+..n>n =0 mm�c KhQ m.ve — — — — .rw— - _ z2V 2' a Am Cadeall- _ 5 v MErAMM. - Aw + t — + t w m�i + + + + no ws=omo mn .w. MMIV TE r� ,(er Em ed uu..,,.,.—. System Design Summary » n.SONACKoi.w Pe, e. nr. m.r•.•..e. mmmm„ CuLNIONRL LOW nm.,d,eran,M„m,ausCn. o.n. o••w.ww.m.rpnne.oPS NO .:.pw...naa..w"mi Cipacts min 112 we � NvNW.n.m.edby .a. ors cnx Mm..,.n s.AnTalk rm.wr 1253 Gms 1 Miss, ,wnP."Eme, Dayp.emnmmdm.m.Mmnm SO, a Awn, taid Submit lM TWO we.. MmwRm w.d,P® m645 vwm,ni� Pm,p Link2 (Na. M�mmm, o.L..w.emm.nd.d Me wsidn I mins w,np 1112 wMLa. MPS M Glum, Will INEW 15 S ft POLL: NA GPM anal vea w If x if eaz vmP.w.,ea.=,•n., Ae..sisae•.ins, .n.a..m.sfilms Mmp.pm/aamop—Gl.n TnGS Widni If Lim W. Tm Of aMnnmme.d ope.m. Glum On TaiOh OIL TGN m, mi Tinst III D.,,Apem rvre � nmMiI DntrnLem. n miss IN, 0 1111" SITE INTA wnne Mum,•' 6 in SO 11, SNLTNI smw=w.sims, den im o, LONSK smir SIR 50 P... Mm,m.n PAm,ee SNNI 36 in _ ,upmpmDepth d Imanumem,mrcum (I addressing W.u5.,mf III LOW OWN so in Jr is design Num,rm uq/p ira,m rcmmem wv- ONNIGswx[anmrea aw lnmOIL m NO mWen, x e.'u r,ppp) vpe x IN SOIL x8Mn.mirw 1 1 10 ft Koldly In v..WNNOWin in,o,man ixeppti'm41 ,u GppAfWW D,ymc,weyIII Fenmtmem 11/dpp5 • mnIII n WO Inmi In W, mtsull Offif vq x mpnx 8 Of x GOUGGO) ON 00my L OLOW LOSSILLO sm W IOn n.I.1 iff1 4 WO emvm mt Poomke.dveevrk I IsI rio an ^sv�"• ""••� e5 Management Plan maepwrorvgn wurymn.ai.mpammcvdmsua yet wtvysem hi m {.humus bye+MrMn+ae*MRh! Rdexmy mrrgwrpvlesx¢mwr MpwbmH bYarnaMay2mvilar v ewv.atabi no.u11. aSrnem mwnvv revymuwgrmanaan mreaxa pwxumippnraI a Inwy marvw 1. Keep this Management Plat with your Septic System Owner s Guide. I, Karp papers or all pumping records, maintenance atlrvNes and repay invoices whit this document w Review this documem will your maintenance professional at each visit, discuss any peal in product use xUvlhes, or waterer appliances Management Frequency My unrest needs to be @ecYltl pmlgnn skulked pnpuenry pied every 36 on every 36 onmu Raeytxal wN tea rreli Cray rabbi 36 month, Design Parameters System 8 eclacatlons thermally of Seamans a Septic Tank Menulruffor Mail Davgn Flex jand) top Seap Tans Capacity 1ZW Sob Loa]mg-Rme(gpdff�. _. 01 Effluent FJter ManNecturer Best OF-10 Shane ld EHluaM Quality where &used Bap[tl Qpn pal nei =mP1 Pump Tank Manufacturer Pum Tank Ca __p_ _ P'?rer WroM and ide aul_»•eMo sdlRliss)__ later __. our obtain (Form IDmgn- es Pump Manufacturer a MadN PerNnalla Treereti Effluent Quality - - asubt(Inool Dispersal CCarlTVPe pound Nauadld ILaa) mga nOW CN_0c Carm®a1FM1 -myl Py_eVeaOnart Unrt Deamglm tU _ Mu Effluent Panicle Srxe lA _ aprreM cal for war or apmpy sal annoyer your Sol internal area Conran sankhe anybody k barb. Mere Comr66urtiori final (persons; arboreal Me) Harp arks, rohzba, mowmoLVet and other at off hearinke area Abma-Cwrtec rsumopore+ttvardaMa mr serge LLM Faer-chcM hr Ant drLUO eM CYan wlrrn scary Xyw do net rune OW add one after saahg surprise EXWaorFar, instant asp clean ,woe off ,arara Caps LMake sure IMr ecaps aMdb areWan aMm pelt IVPon nor darreq[d Caps often Fly or replaro toe-CM1 kMMWwi,mb ,fx. oassyswn Reconmertl if but slpntl Ce WrRi Penney NroMs erory, 36 Marks at a transition I rank shot and nNlr Caflbs(it apacalob) yVrI9N sMrem busu (a appkaGbl xny also Mary,3sl Meldns Of epp4sGb) Jrunholof aleMs(d Model socialeatlapcd nrrc near and emNah rcafer rare pampered to system desgn now dvnvN seven, eM ffbi harka almam Ilk I emrswrRr wM fist of nynapemeM across ard are b by (Men Fri MAINTENANCE INSTRUCTIONS «appwre v Idr iss must lrclundesa napmla a 11" mspanim of 9c tail to gee tiearymsonN ordauw �awan. deamh+ny oauu crlaaks.m um Ned vwumedromwred addle aM Worm aM mcAe It br dry MGrp or pdvJin9dtlPueX m1M 9rounasma«ce Access opeYrge used for servire and assessment snag As s«Im w w,gm upon completion Methanol admtlas Any unsounNM ,e al overseas must da replaced imnydamy The reforms crefifis) Shall de deeply iagearet'« to crack toe Hguere Imes in the W«vrLon qpm and Wtl far any pa,Miiq deMuan cn Me OouM Waaa P«pin9 cl amueit m ire ports zulxa meY rM«W a lYLng cmtitim Mn r«uam imm«fepag«tgn IN a tuned xpLc rnis moumal Tanks must de WmFMCN Of MoU OOMof aLoniswarmein nomolt$hrory«n sludge WtlMeema,«N11«WNtra swn moat is 5%ofJ mates or Me Ingom or the omlm name m no u« aneo IOW muape and seem volume awpy onar« than znga f me tanks uguia wdaay Tlta anu«t nu« Wren Ire d««d as rrer®sey m ernpte prooa opar«on. menus M«Yd rot M mmoed rnwW warm mnseremhWt sr l dilf l awlarkt ivwwsl bnr wYntY ift g9ndY Ir Na Mlsn««upfl « mean, mender snag tie l War dun amrm is aflvatM wngnuwfy Imerminag fillr Harms may IMIPme surge sovn or an impmdmg «vtmwus farm Pretreatment mompronarres menu bymaml6ima am savic.d dy a learned!mpLa pol«vonal arcorame to Na meter:ears �mendego« START-UP 6 OPERATION on door to SYf ovessed cherack septa pump bans for theVr m Of painting pr acts or All stamina that may lmdede the deatmmt props al damage the dbpersalsale It high concentrabons are«lected, have the mmwts or the tank removM by a seasoned s«tic professional Poor to May System own scan nol ozn xrgn rally are nossn as me mmeauve aboard Wm befireff purposes pomp tanks may fill above normal high wat«wNl W spW oriental pump wllm ewer is restored. the mil tie ancharmad to the disposal full in one large dose romngmry remanded removal me ergs It may also resit in backup «surface discharge of Mu" To avoid this vW«on, it rs highly «aM to have the «meets Of the Pump tank rpnovad by a gd«sw 9fptic gelors mal or have a septic pm VWA manually dove me syst«n toravn Me Pump Mrs, to hall lemma lwas pl«to mtomq Pw.a Da not dove or pats awwas ow any Wood system cumporents Do nor dove park over or ouaxise adopted An compact the are WIMm 15 tea domfc9e of any mound or f grade system or Samuel Made; eastern site CONTINGENCYPLAN ffmwrPdydwnk«erry «mPuann. M.Vne %avemetank«domtoretle rmmef vr4r « remacad m,pump pmgr«rans al ams.upSg«u«a uadovn9 co tyuP Nmphe same.alarms.mrNfMword be[Crtr«aelecuve tMy slNu beImmeifNr rewipd« If Me ad Mmwmdonen4f In same orNearperformance lone smltrutmef Cby resontorbtoalarm (rile eat mdrsrrillpreddw«tW9in to the grouts tWKq ggeslas ys stry anformal or ad dr iMRe1 eaorison areofed I«kale oCGvsl RbwWmatMa madAx g the typing apoern son, an formal erg roveurg oiolopragy tloU-p1 eM«pum am OspaW mesa eN eszoom« ppng ABANDONMENT If are c system fails is fiffroaramly thasker casse M serviu, thesystem s n synowdingoapprov aL wmern re9ularms Th ,« u«. . All pprp to tanks "I be die MAm9!.a pPo W«aie W - Thedemats of all tanks shall top mmW am alspol d by a li rx septic dimensional • Tacks shall be camas 6 filled. an Wool -A septic system abandonment Mon Wgon shad Up submitted m the awrapnme III governmental unit WARNINGII SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES NUMR INSUFFICIENT OXYGEN. CO NOT ENTER A SEPTIC TANK PUMP TANK OR OTHER TREATMENT COMPONENT UNOER ANY CIRCUMSTANCES. DEATH MAY RESULT RESCUE OF A PERSON FROM THE INTERIOR OF ATANK MAY BE INFIRCULT OR IMPOSSIBLE ALWAYS CONSULT A UCE D SEPTC PROFESSIONAL PEFORE WMO ANY YYOIM. Rq♦ 0 mi IXIIEelavU cmr Edge (0)-3 feet- RpM m Limom CmXOm(6' Am 301t 0.5 ft = 25 It Ceslgn SaM Lift(wdinat E. Fi110ryU1 MimO acpe EEK (E) -[ W Matti X Land 51ye+ 100].'0' 45 RX 80 %+10J• M.W M3 In F MsWbubon W lkp (F)-8'• Nominal p the size of chstnbutlm Ural fit'krgpweapweo) 8.00 In . 1.25 In 925 In Ilamlmlrp see •pynwmtemaf•erl G Craver NAtenal OepM at Cen EdW(G) 6.W in ('FMm) H Cx Warrnt*ptb at cont Center(H) 12M in 1.12 np I. M slS Width(1).(E+ F+ G) x(ImIzontal gmErent) x Oa%,ng eCarechm Fa+m 413 It x 3W x 132 - 1631 ft Cr 18 It J JWs NSEW (1) • (0 • F. G) x (Mllzmtal gradient) a Uotow Cori FaMr 31z tt x 3m R a 091 it - 912 k 0 Iom Corn,:Uon Fx1w 1 32 Upslape Correction Facbr: 081 Ermici a1zplW Graz iesrt. I n,,mv 3.0s10) X. EMAW WIdM (X) - [(0 +E) +2] . F • H x Endslope IbtlzonW GraMent 6432 in +i. 9.25 in 12W in + 12x 3,0 It 13.4 L. Wind Lengtb (L) - En&WW Bern Width . lad Length • EMAtce &rm Mft 134 It • 1A0 R 1H it - Iii It W Wand Mdth (W) - Wxeslepe Unn Width • &W WIdW • Uirdope &cm WidM 180 tt • 45 k. 91 It 316 It VMflca can al Miriam Pepulred Bmal Arm r.................................. . . .. .. . .. .. . ......... _ .... _. • •Y�a Bg$Li n•Bx(A.I) MINWAMI• 3W0 Ws Wn •cvo.bdr4 morel 1340 hX( 45 at 18.0 tt)= 3015 R' •• 51151LLs • B x W MINMm - K mn GM Lm mr) I it x It n3 rAwNB B1IUNs1GNs r� otre pees A H 1rB ___________ ___________ 1\ I L J L A 45 it E 93 in l 91 X B 1H.0 It G 60 In X 134 It 0 V.0 in H 120 in L 1617 It E HI in 1 18.0 It W 316 ft OEs. Pipes (111M of B) Ili It A Moon Wift IA,I) 22 5 ft MTRIBU MAREA CR055-SECTION IN n es N) '\ a ... n]$0 In 50 � J INN OBSERVATrc VIDEO ML .00...,.. v.ae Pressure Distribution Design brat pu vP'ne(WM1-Cnf a Rrl,w,k,wGv DPthow Pare arc rrar a1,�•a 19 cPertatebl a ern50 4PMper Orfke• 102 GPM Per Laurel 5 ,rbwPart. TMM Wmlrrr a Mine, x QNvs Otrnag P.re DRmmmn Piping uvula )Amme Per turn 0.0N Lrllwem volume nl Dhme tio, ngrq. If a l Mrr x I.rern 1enPm x Llyle Marine Per w of Plpl,w x 660 it x 0 OP4 Pant 169 mtmna Millman wrl.eaa Volume-vaume a "WIGul. Plplry x 5 169 yore x 5 o.. RRESSURE DISTRIBUTION LATERAL LAYOUT p rt x 35 It 5 xs rt P12 66.0 R x/1 1 75 ft Y 5O3 In ManllolJ Lmyq 3 5 R MfnlfdJ MamGter 1 114 In Lateral"rnettt 1 1/4 in 'mom to ! i m page to Pump Selection wPul (V 41 wd,m r fl" raw 410 GPM m20 20 1..�, e Fw Ifn m.ows,o.4 rceeef 1[amurcb.may[f4 uawM1cw Rmiwnen n..uo,. o+[...... wv�w�.xwr..asea.ix..aw..P.�.w r,�e.•rw,os..x. s.,a[[u�i w seat n 41.0 16Z �x o..m Msl �. ..tee .... P,ge9 Demand Dose Pump Tank TANK CARACIS AND DIMENSIONS Damon IS com Nil Of ADD Mail Nom MR) Goo Calle ism Forrop Tape uP.n. Me i A. e, wnpe..n rw.r SOO Date Mall mmm Mnn w.d. lain eas eanie awe ON was imm pe.nmana. Call ate Alter to Near MIND, fine inlet Of I he D imp emom Ke 0 Man 4 anot not Thip letrem Of too ment RA 0 2 miel Of oneel memaing the Name I m Ind not noon. 2 Net X Tank. pea Pan. ,a,..........M..�...aa�W..,.......n. n. an mmMm ..a non.- en inflation Feel i�....n.wn w.dmnmormtvot m-De,v, ran.. m% IN pop I MAN I AD Gant andenne, di S Ron VON SOL. Maximumw, �A,. A„„ wO..,.a.w,mn..�a Ml Open. D ISO Rod lot pal 5 pant rt,wr Learo hn of Liquid nLit % 0PO.- Dmpoint-r.mn.wnm, . of ro-or ,n FLeon rm nr>b. it % 0 163 P✓r[ - 3 3 GAl wi Doeft Voll,De Vat- Drawneet 1 CA 9 9e1. Lore, Nosh n(a ion Z w pen Deftea of Dart . anion - A) (ADDS. nAa,<,on,nwMommealel Moro Oen so.ara wwt it, Anne lml Dat MR., 61. Far yiin- Pont mn.m , . Pomo eiwk m am da m ma nnlot �a uIn 2 No, - 10 "none 1. Mat Pulp (An ,LML - Dill. I Of Panel fit NOR pope Miami Mail 'Armolaine 10 h Smile10 Dintentic, in At All It - Is D mn All 12 • Mela -6lmat -8 feet (Mass Needed by me"film"erl • All manhole mreruhall en4nd01nchl above final guide • If the tank 6wrthln 2 Met of M1na l grade, Insulate the lid to an R Value of 10 • Quick disconnect (Gm- Lock) reatlnbk from/irel gade(N Inches med required for pump lnstalbtlons • If Concert will haw a"1-Hook' assembly, drill a weep rely in the 4 NEW • RUIWiry sewer No 90's, keep 3feet beneen 45T, mamuln I inch In 8 feet (1961111 Sol okarouu at the b rtlln corrusuchon add voM 100 feet at a minimum • Insulate bulking Mwenf less than 3 Met from Saw grade and under all high traffic areas dmmww, e¢ 1 10)W wn m wv 10100 -- "Cal 9575 w+m emar — aIw•mwa�m�awre I�I�X rawaw., �lJ gWySave ..s neow r _ ti, 4" LLLIII 4 35' NAP1200/800—MR TANK SPECIFICATIONS •I r st ca.�rt naa worn,, SO — osr_.-n want no MET we VI ETM Come uareasm nid lit ME, mat sure' Mine Am name wa ry11 I(L'_tlFY c a.w.c xm. r v wvvann San �Ilwflm telecourse Ed Few Meadow maw Venn eadow owearre ^^ a oRAwTNcs suakmcQ r d ygLMEW FOR APPROV4L �. Pape 13 Mound Materials Estimate x.R kVaw xW W mh rzx ow4ri piS6'/q'mu n 20 5y` uuoa2 0 � 'd, x IS 2616q' w MM,ub tw Pm t, veumm-Home, ll.M, x Sw L. . w In M4n'Ib vmY, ,a[o�pr.an¢�asa rsr unrn4 n,.a. C b,d Vdr WmmI.rkr trxuJ A.WCWeaW Win,tel Im96 -,W,M K Iyu W4m IWIIu belln14 ,YpLLv�xEN, x[rrq�I. ft K ¢vYye vqunr,Ilevekw SNIYI/r, x fM.NW tivpenvtlN.Bq[rrq�l See Ima K (N,4. vµmu w.vW Wnrly., - Sx SO n x 45 - 51 0zml K [I luny InM veenv .160 ft, 5K x R'M D R'Iq'muYWu,W,gN. KOYb, . SS 3518q` Mlllfy 151 x q` [ Tauail VWwlg pslCu[m bx[xr wJmi l¢puxl nrYr i�gy„4p.l,i K wwgxrm,..m r.wmv wev[v eu.nu.yn x WmappIUO lyyyr tr�mmrcr vvlu.. lyyv xrm{I xx I it rc nL uXw xuy 112 1 x S ue p rc a.&Ka 27 Klq'5n] 5 ., IW4 a.u.0 Kini Orymmemol 6undy'M Poll ...... I Kali Polgaol3 omnononmunrysomma SOIL EVALUATION REPORT wM SP0306, Nk /tlm Code Cmnh Mecn mmpe;ea ai a.11nch"isre Plmmonada, Si Crri. point SIM) drenno and mdfpe Road f10 MM anawori nwP. now en I¢ man nxoKadral road 411 L2ID3 ForreandR of Ran. P.M.Hoo, en m. Frown= Mown Lafmm Mini PNrsn Gi Y. i SE TM N RIB W N Prepeey0.'raIaWYOAbIma W e BlmYe T®0(IXAVE 3 WmNew MLw Lry 2p LOM Xu ❑Ct/ ❑NYp �10= Nwsl Roe Wm1AM WIXa $µW 6u0elb YT1AY£ ■NMCIMNm aeMRemburNuntowfoolmmral CWednaldrgrllvu roe=GPo ❑ Replxe t ❑ PINK a -Omme _ Ri di hillhilllSlow SO NA _e Godmmommefend�mmmnenm llmrnry olga+n Wgrry 1❑BorMp• ❑My np CmmAmnce tlev101 _ ssn O.pM bSmRnp Nf,B in SOY MOIee6arReb XWm OWIn In ManimmtCorr marri Radd e CMcpi pu Ai colt Wn Towns Sw,mr, n Cumninc, Scurry Rmb Go Bw -EMI 'EM 1 0-7 1SYR 39 XI 311 mlr pe 34N 06 08 2 7-13 t0YR M3 1112 SYR SM NI 3hM m4 ce RIB 06 08 3 1331 IOYR Ui wf 2mvnk Wr Oe IN 04 06 0 MR 7SYR 448 4r em IS a gm.V1 an I¢M ads 02 03 (A.0'SsmE candrag CaYrbFbq Ylw_ 2❑ B"epe ■R Gmnemna Wi0 E n. 9YM[bem RM Xwlmn Oepn O lames w eo.Ongvn Rew W Coe Caw CCaw ie.Wa SVuob� C.wbunn Ref OPbP E •EM -Sm I OB IOYR 13 se 31Ro mb m Sir OB OB 2 AIR MYR S3 II I10YR MR 91 3meN mh Ow 110 00 0.8 3 13-31 I0YR3JG sNcl 2ci mbmll as 1N 04 0.6 6 31♦ 1SYR V0 on 761 ME IMAM ad itl0k mall 02 03 Pe0"SITE) 'EIAumUI •BiI N0 m did me TSS•] CST Mme(MIMI RM1 31p,eture RY+^Racnal Q-300>30622o nowlend TSS a 111I0m L CSi lLmner SG IIISWC01 AeeXa. One E.. Im�iaei,'m. f Pi is ❑Rmnv mxnv+ ®pe o�a..mawoo wm rt o.pnm emRyream� m Sol Rile Ibnam O„pN onm,moCom RMoe Oexxglm MA,, Cw1 caw TevWre suuMn Or 6e Sn CmYmenoe B O Go Fe :Em .EM2 610 IOYR L! M 31gr rrlr gs 06 08 2 1013 10YR 4o3 11125YR 44 &I 31mM Wr Cl O6 00 3 13@I IOYR 4H 1 21rWk mtl p 06 08 < 213 IOYR" Wrsm isara au d lcM mfi 02 03 (Aa0"SITE) ❑mnv o ■pn amwawwl. ele.'_n. ownmM6Mwew_., —SW AppocaldwRM IkAvn R Mlkwn Cdx YMM RMa DavlpOoi Ou Ax Wx Cda Te 9WJve W. Si SII CaaIW1p BMtlry RM GFI Fl • w • = 0�10 10YR= sn 31sok mlr M Sol 06 00 2 1621 75YRM Id MWk mR g. 10 0< 06 3 21J1 7SYRM M r(AW v lcW mh 1A 0< 01 SITE)nw ❑5 BMnYn ❑PA op 0ramaeumm eKr_n Cop to tlmnkp knor_In Sol nm RM wpu wnMenl'am Room o Ai C,wlaCulor Or e1lai 0" q Roo` Gp01Ft EMI 'EM Um 'EMuw1Fl• 000 . 305 MGm wa T5S 1305IM MOL 'SMuem4. ROD. M: M myl.nn TSS. 30: 150 myL Ra In c.0 i wn �anc o m+r ��ADVANCED °«..,. i.Nay..;Fa P&.� _____________ ••wdlw be lam >S !rom rySo m mmpm ** ea ct"s AWRn W mPn w,w mm uwPw�oa, ow „ox,wmm n- - - - � rc ssnm, ID I< 9 (WM G,Me at L MLWa PoPo m vaVL xem Gz m fill arm+xmrv..awa S _ _ 6 � wr Yury O 7 w WWII wev II - _=_ EN �- - - - - - - - - =------------- I 4� OF INDUSTRY Si I we July 6, 2020 CONDITIONAL APPROVAL SOILS SATURATION DETERMINATION Plan Review Number PWFS072000061-SSD RYAN BECHEL COMNTIONALi 779 Spring Creek Road 5 APPROVED Del OF SRFETYAND PROFESSIONAL SERVICES Red With MN 55066 DIVERSION OF INOUSTRY SERVICES SITE: Jake Anderson W Avenue, Lot l Woodvlew Ridge 6EE [O PoNOEfiCE St Croix County Town of Eau Galle NE X-5E X-5a—T28N—R16W The submmal described above has been renewed forconformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED This system is to be constructed and located in accordance with the enclosed approved plans and with any component m uaRsl referenced above Theo as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s 305 06, stab The fallowing conimpons shall be met during completion or nstallation and prior to occupancy or • Approval is hereby granted pursuant to s.5P538SW(2), Wis Arm Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Ryan Bech ll, Certified Soll Tester (6T( and his recommendations • This approval is limited tothe soil characteristics within the tested area ThBapprovallsbased upon best management practices and does not warranty, the functioning of the system Water conservation, wastewater disposal practice and system maintenance will aid in the longevity of the system. • On-s0eviet was conducted by CeCe RudnIQ1, DSP5 on July 2, 2020. e The estimated highest level of prolonged soil saturation approved under this determination is inches below grade. At least 30 inches of sand lift On top of 6 inches Of unsaturated, in -sou sold is required for adequate treatment and dispersal • The basal sell application rate for the mound shall be 02 gpd/sf, and the linear loading rate 45 Asti • Poor to construction of the dispersal area, check the moisture content of the sod OF a depth of inches Smearing and compacting of we soil will result In reducing the infil[a6on capacity of the soil Proper soil moisture content can be determined by rolling a soil sample between the hands If Property Decreer: Jake Petemon (eep) She Address: TEND UTH AVE. WooOvNla. W16002e SOIL INTERPRETIVE DETERMINATION REPORT Page 1 Soil Test Page 1 Soil Test DO.VDJTrO.VAur page 3 Site Plan APPROVED Mef OF SAPEIY AND PRO FES S10NAL SERVICES Page, 4 Interpretive Determination Repalt DPI SION OF INDUSTRY SERVICES Pose: 5 Interpretive Determination Report Page: 6 Interpretive Determination Report LfU ��CAA Page: ] Interpretive Determination Report SEE E° PONDEH� Page: B Attachment 1 Page: 9 Attachment 1 Page: 10 Attachment 3 Page: 11 Attachment 3 Page 11 Attachment Page 13 Attachment "e.a \560NS 0{r RYAN G. Page: 1410 Attachment 4 3 SEDNEL 113-7 RED WKEO NG UN �14 Date W112020 ADVANCE�°w"".� o.'.. ------------ EkeaWHAW NOW tlH lbM m.T "—'tirr.a. w [a win 1pteR.ua1M - _ - ms4aN. "wow be looted >S f a sys ommmnN* 9ioar `1re,.e..m. a' w ro ra�NE w-.1@� Otero _- — — — — .aw Gtwe:ir raw. ti«.w - __---- ____ _ r + + + + + + + I.+w.m�e + + -' tIRzom amo wn .a.. ' iE a �, unMOw Historical Geomomholo¢v: This areaof ST Croix County was formed by ground moraine depouis during the last Wisconsin Glacial Episode occurring 12,000 to 15,000 years ago Glaciation resulted in erosion, deposition, stream erosion, and other processes that influenced the type, quam ry, and quality of the subsurface sod' parent materials" Wisconsin Is divided into 5 primary sod regions based on geographic location, broad vegmtion type (forest is prairie] and tenure of parent materials These 5 primary regions are further broken dawn into 11 suit -groups based on cover types of tenure classes The soils of this area of St Croix County belong to Soil Regions F which is characterized by Gloom alfs on forested silty upland and plains (Bockherm, l G, & Hartemrnk, A E (2012) The Sods of Wisconsin Springer Publishing) The parent material of the tested area consists of windblown loess and sdry lacu4rme deposits laid over a dense sandy loam till (see attachment 2) Though the topsoils in the area express good soil structure, the underlying glacial till subsoils are dense and very firm as a result of the previous glacial activity l oil Margin: USDA Web Soil Survey data classify the soils in the tested area as a Skyberg Silt foam The Skyberg series consists of very deep, poorly drained sons that formed in 25 to 25 centimeters of silty sine loamy sediments and the underlying glacial On These soils are on linear and concave slopes on dissected till plans Tha Solberg series a Mille Epraqualf subgroup of the All sod order Emaqur[oils are characterized by wet conditions("ai I which are generally saturated from above ("epf)(fee attachment 3) These sods can often be hydnc and found in or around wetlands The slopes in the observed area have likely aided drainage adequately to prevent wetland or hydnc sod conditions from fwmrng here Supply are dense in the till below, but maintain weak struRwe and are generally not ,massive � Soll Conalitions and Surface Water Flow. Surface and subsurface drainage from the site Flows primarily south towards the 194 corridor as indicated on the topographic maps Overall, the sad evaluation results revealed a relatively consistent topsoil and subsoil regime throughout the test area Topsoil (A-Honzonl depth ranged from 0I inches and was medium to dark brown (10YR 3/3, 10YR 3/2) Topsoil tenure was mainly spit loam with strong to moderate granular structure A few faint 2 5YR 4/6redonmorphic features were observed in the brown top I at Borings l and 3 The sods in horizon 2 for each of these brings bordered on being a 10yR 4/3 subsoil but were ultimately determined to be a ICYR 3/3 topsoil color and not a subsoil given their lack of a distinction from the top soil above The visible presence of Redoxrmorph¢ features in the darker top soils at a depth of 2 inches indicates that where sons are saturated for long periods time, Redoxrmorph¢ features will be visible even in the darker brown top sons The lack of visible Repho morpbrc features in any of the top soils horizons above T riches indicates these soils are not likely saturated for a long enough period of time for the features to develop firs indicates that there would be at least 6 7 inches of in -situ soil available to accommodate a properly designed POWTS Subsoils (B-Hanzon) were primarily light brown, to light reddish brown clay loam and sandy clay Iwms With moderate to weak structure Sad structure deteriorated quickly as depth Increased with most test pits having massive silty to sandy clay loam soils underlying the slit oam Redozimorphlc features were present throughout the subsoil horizons Redoxlmorphlc features began as few, fine, M1mq and became many to common large and distinct or prominent as depth increased "is Indicates that "perchlni does take place, but likely for a shorter period of time It also Indicates that It is winter longer at greater depths and probably not as wet and for shorter durations nearer W the surface No fill soils were encountered Itdoes not appear that a budding has ever been present in the tested area It should be rote! Nat western central Wisconsin has had a very wet spring including a V rain event and "inland hurnune" all day -soaking 2-3 rain event whin the two weeks leading up to the soil observations Ihave conducted numerous soil test within close proximity to this area within that time frame and I would note that when I have encountered poorly draining soil conditions as of recent, the pits have begun to immediately fill with water clue to the saturated ground conditions Iwassurprised that none of the 4 pits I observed at this property showed any signs of water infiltration after being left open for z hours and the only were moist towetbut not completely saturated coo appears to indicate soil saturation conditions are likely due to a tension saturation or a "perched" seasonal water table condition which is likely most prominent in the early spring and not permanently saturated soil conditions and also indicates that site slope and the strong sail structures are adequate to encourage water movement dmvnslope and away from the test site A review of previous soil tests conducted in the vicinity indicates similar mil consumes to those observed a roll Interpretive cetermmatmn report of completed by eoMried Environmental in 20M based on art Wegerees zWz con test report in the northeast tamer of property found similar'Nio" mil conditions and treatment challenges The sons in Bonng4 (in the are, of the loR completed in 2004) were not significantly different or better for treatment than Borings 1-3 which were lower In elevation The soils in Boring 4 (in hie area of the previous mil test) were not significantly different or better for treatment than Borings 1-3 which were lower in elevation The findings, conclusions, and recommendations of that report are included here for reference and were considered by myself in preparation of this report(see attachment4) It should be noted that given the contour length required to achieve a low linear loading rate for the system recommended in the initial IDR and the location of the borings In retained to the R-O-W easement and the east property line it would be difficult to site a 3 or bedroom mound system In this location today without using additional technology W reduce the mounds necessary footprint Conclusions/Recommendations: The site appears to be impacted by a "perched" seasonal water table that is likely caused by the densic sandy loam and sandy clay loam sods in the underlying [ill. Though Redmimorphic features are observed throughout the subsoil, they were more prominent at greater depths Indicating the upper horizons are notwetasaften and fora shorterperiod of time Nowhere on the site was there a clear 4-mch horizon below the topsoil and therefore the site is all "Ali" No Redoximorphic features were observed in the q � � l l � ft Y 1 .I Attachment 1: Wetlands/Drainage 5'0o 75DO9 9028 �w+v[�ivvue.m �[.�n+�r .sayr r [mom .r+. swww cmvma 007 0 1503 ., ATTACHMENT SJI Mn C(,k C ,nry Mb , M E B E E E Es,A E EAuAE SaB E SaC2 E sr tS.n0lp�w+m �'nvt9� m am m g m m em mA d mm XN,W,NNRO,m,,, VbE 5oY 5urvry blb1030 W Witl CagrEe SL Suq Vq 1 dJ ATTACHMENT Map Unit Legend •owaa .wen�a a e.Ma�n nmoz tummy loam 12 b 20 percent IS 10% 'II Named &A,10 am1o2 _ 101I _-- Ie0%. o...M, F.5 FI1.w Am WI 2b6 pnml 122 94% WoM Moo Allow am loam, 0 ba 60 4TA "Iam 4opn SaB fien0epo e111loam 2 10 6 4561 65� �Se C2 �U1619111111m 61o12 06 52j _ want ato 9P .5moomg HIP D4R percam: Not NB —VIMI oat 206 06 50% tAC2 PeI WI tomatoYl11wm 6m12 parr..tm a. armed MAN, Am AM a lnYrui 12Pa 100I cmoleMeWa.I.lo waealvyxso2*Msu sle.ea PINNI 211LFLDO S«ULHV HVFULSWLHG 6i %e'MULHV (VWDEOLVKHG 6HULHV SHY -)& '0$ 7 1 6.<%(5' 6(51(6 ]KH 6N\EHUJ VHULHV FRQVLVWV RI YHU\ GHHS SRRUO\ GUDL ORDP\ VHGLPHOWV DOG WKH XQGHUO\LQJ JODFLDO WLOO 71 SODLOV 6ORSH UDOJHV IURP WR SHUFHOW OHDQ DQOXD SUHFLSLWDWLRO LV DERXW -- PLOOLPHWHUV 7$,2120,& &/$604OH ORDP\ PL[HG VXSHUDFWLYH PHVLF ORO 7<3,&$/ 3I'21, 6N\EHUJ VLOW ORDP RQ D OLQHDU VORSH RI DERXW PHWHUV DERYH VHD OHYHO &RORUV DUH IRU PR $S WR FHOWLPHWHUV"EODFN <5 VLOW ORDP JUD' VOLJKWO\DFLG`DEUXSW VPRRWK ERXQGDU\ WR FHOW ( WR - FHQWLPHWHUV' GDUN JUD\LVK EURZO <5 VL, VWUXFWXUH° IULDEOH` PRGHUDWHO\DFLG'JUDGXDO ZDY\E %WJ ' WR' FHQWLPHWHUV GDUN JUD\LVK EURZO "< VXEDQJXODU EORFN\ VWUXFWXUH' IULDEOH' FRPPRQ GLVWL, SHGV' IHZ ILOH GLVWLQFW EURZO <5 PDVVHV RI LURO WR FHQWLPHWHUV WKLFN %WJ WR " FHQWLPHWHUV° GDUN JUD\LVK EURZO SDUWLOJ WR VWURQJ PHGLXP DOG FRDUVH DOJXODU EORFN` FOD\ ILOPV AD IDFHV RI SHGV' PDQ\ WKLQ JUD\ <5 - VDC PHGLXP GLVWLQFW OLJKW ROLYH EURZQ <- PDVVHV Al VWUROJO\DFLG'JUDGXDO ZDY\ERXQGDU\ %WJ - WR " FHQWLPHWHUV GDUN JUD\LVK EURZO - SDUWLOJ WR VWURQJ PHGLXP DOG FRDUVH DQJXODU EORFN` ILOPV RQ IDFHV RI SHGV" PDO\ WKLO JUD\ <5 - VDQG DO \HOORZLVK EURZO <5- PDVVHV RI LURO DFFXPXODWLRO JUDGXDO ZDY\ ERXQGDU\ &RPELOHG WKLFNQHVV RI WKH % %&J - WR " FHQWLPHWHUV' GDUN JUD\LVK EURZO '< ZHDN PHGLXP DQJXODU EORFN\` ILUP' PDQ\ FRDUVH SURPLQ DFFXPXODWLRO' DERXW SHUFHOW URFN UDWRIQ"VV41QMHl %& " WR ' FHQWLPHWHUV \HOORZLVK EURZO <5 " O SULVPDWLF VWUXFWXUH GLVVHFWHG E\IHZ REOLTXH IUDFW FDUERODWH WKUHDGV° PDO\ ILOH GLVWLQFW \HOORZLVK EU URFN IUDJPHOWV° VOLJKWO\ HIIHUYHVFHOW' PRGHUDWHO\ D ]<3( /2&$7,21, ODMRU /DOG SHVRXUFH $UHD 0/5$ LOQDKWWL )UHHERUO &RXQW\ OLQQHVRWO VXEVHW`DERXW PLOHV OR HWWSV, FDVRLOUHVRXUFH ODZU XFGDYLV HGX VGH'VHULHV VN�EHUJ 6MULHV GLSWLRO a%(5-SHULHV IHHW ZHVW RI WKH QRUWKHDVW FRUGHU RI VHFWLRO 7 GHJUHHV PLOXWHV' 'VHFRQGV 1 DOG ORQJ$' GHJUHH\ 5$1'( .1 &+$5$&7(5,67,66 'HSWK WR JODFLDO WLOO WR `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ratty rr Buaaar Grern 4m9 N. Mousey Cons Rd LOR:1^.CfLC. �. 9ov to um m W 5,141 �� sew NIrrWaC onsin Rryt,Owme LaryL Wh,9c:warf may Ig, 21504 RECEIVED COST In FIo, 4MS JUN 0 7 2004 AT , fapector FFICE ELI M GOTi 1) TCROIXCOdNIy GOTTFRIEDPNVIRO A�'CROI OOUNT l.ONING OFFICE 12112 GRAHAM AVE ST CROIX COUNTY SPLI PoROXIMS 1101 CARMICHA6 RE) ^ MUCLAIRE WI 547M-IM5 MOWN WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL Is"IRES: 01IV3pM SITE: Elizabeth County l RRSites Times ofeGel, St cruise � County NE11I, SE I/,, M, , ^, .I RFN,RI6W MR: ObIM Type Sod SNme4on Denrmrylerm�leei4DNa.✓9GAI615 The marital dacnbad Movie has hem reviewed fir rmRmmnue wilds applicable Wncoiuln Adm:nismalve Codes mi Winners Stamps, The submittal baa Mm CONDITIONALLY APPROVED. The awm, a deftnsil In mrpb 10101(10). Wdcgasm Spouses, is rnpavible for cmglume wed: all cnle rquvcnmv The following circuses "I be met during consensus or insa letim uW prim n ouupurry or in I Approval nMehypao:M purmamb CommgSM)(2),Wu. Adm. Colebeetima¢tlr caption wreJ Wl stratum heed m an moeryMMve delerm:mim. This approval and cemmwdon rebates Me rtqusumrd N Cron 95 30 W (b), Wn Ada. Code to design@ Me guard urfeee or Me NgFe9level of Woman whin hdOxm ryhin fenamm ere his Mae a ircM hbw the anon of the A bmmr 2. At Inst 30 mOhe of said lift om tap of a 6 iu2ta mislmm ofunsmmed mabu soil for adequate treatment all Lapevlunquued 3 The Mael nil application has Mail M 02 llN ,and the limer lwdnq male 40 gpd/fm1 4 CM1Wl pbwug to a depth of 12 ices wasWyety per M mad plrvnmt is required to umpari verbal wtln MOvement Im the sell velum Mn s welly precise! and wnNimes play, a well as slowly learnable. 5 ardpeping up Rage of Me annul shall be immyored an, the overall mmud design to coven Asia" sealer M1amge amid tlN mwnd aNtem 6, Moundman slope& sall a at least 4 l order Mm Me rypnal 3'I slopes 9 Thu mpovel MbalI mrern,and riles Me site u aheerdm such a wry dw the depth to arm Mission would clwge of if wndRms were oMevN In Mani Muve days atNr CeM depths a dun 3low e Mfilorammew xe of Me posers dumbunm eomporrnt�a 9 Thp spread en he wry elmum Whom Me on of color petit m mmNe Me depth m high pondxepr os my other Ants or Per! hie; of parcels, 9 Acopy of this apgovel lavertrial =w1hlenb mu e,..,artims Me Owed ryurn pads fw Mu ant. vddman reped..mann�QRIGJf� 101L EVALUATION REPORT pw�a sealdmeaddee L e®"M,.m m"m.w den me sA Aee 1 a 3 Xmm mmnee WE punmwp.mw Mei 8 rz. ii dpeinen. Adsllud MYM,Ad" EmdeEti v MldM MAmM luny pcnl wlnl Mbnm oPo v P'Wdt0 eb NndNme.mN emn enn end nlmnu n mnvmE Pee" W/nt dX lnld.mdpOn. penm9lN+nnEnSbti MTdenew tipnlas Fm LEE e1.N In MD �T.C2U1X per♦ID 2, 06 a"I^++ - IUeb '+W�•LXl °' Lei+-ov stwi�eY roA ¢4 6 s ^�p•n man enuu F3E +aSE is d y r zy n n 16 E w FeWdb �l4 441HO Id BI[IXd SM NndeQ 1W r w000vLUE SgDUR t '1B)648-2 j36 ��' ®*dT M°"`rr9 EhLs 6Pll 2n 4nnebu,kn pee®FUYenYI�MmmaCeErcone maamlwe"denm.l" WD ❑nepemndM ❑ gpecocvmnurtltl-peep: pvenlm at 1nngs pUEV'Ilk I.� R,,d FLln elewAm ileppbpY N A .wnne mm iW W/A .. r�ounA� w/9'Xbl•�tsr2lButou etZt. IVED F•IIN Lry LFT1 13'I of SgarO Pd+W.. C�)1JV¢ 1d1, 49. S a inn? Fleannes Elements ®Po ZZ) SR LROIXWUMd m Plenum, o.pu In owwi.mva Muryell Mkol mpmn O18[CaA GYor T..oe. fe SLBiW wm.w &u pFaw •EIN+ '[IAR I D- 10Y 2�Iz g11 Z`F96k mfl. cw .5 .9 z -Z 1oY¢j! s'I 3'f�bk mil ew -s -a 3 i33U 5`I2J( Pifl�5425! Owl yryV(s- Cw •� 5 ewd d ❑ mane 1 ®Po GrwnE..h...e. O1.0 d o.oeennrswhm Z6 r, nn,cewn nest oonL.nica. Fdnr neeetl.eem wsi mtCna r"ee &mYed ca aedw, mw.. Ease GAW newl loon I UFIB 2 1 l0 IOY RA/ SII FAi tt ✓ Cw -S -B -3 2p- 15YR3/ C1�1.S'i RS1 L �C4b mU{j. CL-] -L1 -6 m�rovmnsam <Im.mt •rm.na-ew <ydµdnra <w npi Ar'nr 1. weaerer< .{ oz_41 110211 tee Wegerer Soil xed Ling a Design Service�Exessed aam rpdame ndnev 421 N. Mein St. River Pells, WI 54022 Z-Z6-Oz 715-425-0165 i I � I• 15. I i I i A 7 III'III � I Y �i Ire.`f 1� Cefe Real Wastewater S e@Rn ' • OePanmem of safety and Professional Seances Division of Industry Services WBJW31Bfi Phone - _aS:YNf(ILTJ+ssipgwEmail - July A zozD INSPECTION st. Croix REPORT Town of Eau Gain My avenue, Lot 2 Wadvlew W8-2011-02-000 Mang el, Sall Taylor Jake Peteerspn Soilsverification Di5 2020a08 CeCe ft nK Kevin GmK u, Ben Hertel, Kelly Interpretive Determiwtran Report received from Man Bechel Onslte to verity soil and site Enrichment Mound she is hay field on a southerly slope location had recerved Sa inches of rain a few days prior No five made Tnere was no evidence of saturation in the polls at the time of inspection I checked three locations in the pmEnsed mound area with a tiling spade and found a Iml topsoil with farm mamhimorphhc features at r in ON most easterly hole In the middle and most Metal holes, mottles were net observed until SO" The site is trouble for an A+Oe mound system installed when the wily are dry with at least ill' of asrM C33 sand installed between the system elevation and the contour me site must be protected from vehicle traffic/compaction at an times The condoms in the sail saturation report approval must he followed Contract me with any questions Ce<e Pool wastewater specullsf Soil Interpretive Determination Report Pondered for -Jake Peterson Duster) She Ldc Mien' T00 W'P AVE Woodville, W l 56028 Learbils. lot 2 Woadwew Ridge NE 5E 501 T26N R16W Town of Eau Galle Evlifil lon Oate, 6/13/20 Introduction: On 6/13/20 a sal and site evaluation were conducted at the above -described site to relocate a suitable area for anewPmate Orate Wastewater Treatment System (POWB) A soil test and Interpretive Determination Report IIDR) was compared in May Nor by Gobbled Environmental and approved by WI OSPS Leroy Landry). The new landowner desires W locate the home and driveway in the area where the previous sod test and Elf were completed This Interpretive Determination Report is intended to determine whether sol conditions lower in elevation on the site are significantly different from those in the initial test area Asenes of O sod pay (including 1 pit within the previous test area) were excavated and the sod conditions were described according to the requirements of SPS 385 20 and SPS 385,30 None of the observed test pits demonstrated a clear fourinch(or greater) subsoil horizon IB-Horizon) below the topsml(whorizon) that lacked the presence of redoximorphlc features Per 5P5385 30 2(b), Uniess otherwise determined under s. SPS 385 ED the highest elevation of seasonal sail saturation shall be the ground surface "ere rtHoxlmorpl i¢/natures are present within O Inches of any of the following l An A horizon that extends to the ground surface I The lowerWundoryoJoverlyirgfill material "ere on WnedA horizon exists 3 An horizon buried by overrymg fill maternal The purpose of this sal Interpretive Determination Report is to review gmlgiG hydrologic and topographic site containers to determine current conditions of comedic soil saturation and assess their effect upon the potential operation of a POWTS Local and She Hydrology: The property is located within the Lousy Creek watershed, which is a sub -watershed of the Eau Gallo River major watershed This area pairs primarily southeast before eventually entering the Eau Celle River Drainage in the tested area is aided by rolling slopes that range from 8-10%grade Slopes are primarily ccrnvex�nyex or leaves linear in shape and most on- site drainage flows earth towards read drainage ways following along interstate 94 which abuts the property to the south There are no water features on the properly Per St Croix County GIS data, no potion of the property is a delineated wetland There are some mapped wetlands and wetland indicator points about a haltmilenorth and east of the site (seeabachment 1) The test area does not appear to have hvdrie sons orwetland mail vegetation. furthermore, the area is not a•depreo na andscapi normally associated with weuanda Tantalized area does not appear to be a wetland. omnem Ceprvnlmnlol Se fey ma Pd Donn semss �" PgIe1mT mm�o{�ugter. ` SOIL EVALUATION REPORT x5F 5P8385, Wnr Ma CMe Gwr, neq aem d�}rnN __ mml enV sMen B�mil n SiGw nkren¢poM111t n Para110 aalew Omerylorsn anw and ace mane once re naerntmM� m63011dY — Mu perrralllnbreav" e b Germ oo "'" &tY S IgAM�j U a PrgenYa'ree gNL1e Fe PHelmn GON Lor NE peny Oxrern, Merry rwerva Let a aw Nemewec TM AYE 2 wmpmarr Rate Slela Lp Cnea Pnone Nurlaer wttWYa �tlry ❑NMpe ®Tw.m Nemr Rwe sa® Feu GYle M MAVE ®NwemalMuvi Vee �RBeaeMul/NumGermlblmwnn,_e�fmvl6vf Mnvb� GFD ❑Repbwmnnl ❑Piacoaon - n el leeo er pamytill lcMyttr BlLw Flaa¢Ieb elwatlon MepWea6b=R �ryy/K wa amrmwa.nbr�wnm.re.e '�—n,p DOW-S '❑B°r"pa feeng ®ye Gmwrewfa ew 101% It wf wanf.3M1ew0 M1 8M AmMuden Rome IYvw. 4pN IMnNScabr M1 l Reear GvwlWwi am At com Cob NWv a, 86 Sweeny Ref ag,W E6o1 'Elks O] IOYR3M3W, mrr BB 3IM 06 03 2 7-13 IOYR Y! 1112. 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Sell RRe Mu1zm NMO m omin.caol LX...0 Raao.OevmlwlTandime a Ar cam cm w S, conamna. 6sna.ry Roos GMOrFP vFe EW YEW 'Emam1E1• ROD., 30 a° m04ane TeS 1309150 mph 'ElOrtmtt•00q SWSM(n LGr ETSS>30,IWMOL Pop to sg; „gym ADVANCED DJgh M G}iYlg 9pins O ID 7 Hge ✓51 AVE ROW mRNI MI lualm Eesenlsl Pe, pan 1DR eggumW mm WI `eWdit w lDmlel >I M[ pan Thh n mmPrRs•x Glade atI- PVCPalo i q m -20�au nox n.r VerJ find OLm an y,M}] Glade,at D �25 TnI So + + + i _ _ _+ — i —t — r — - — + + + + T fir+ i -+ -,7a an"o an nna l t _ + + �Pine+Forest + m:a,nl �.. + Tom of E., gw STA Arvnan.,�nmeu 2W O. wdde, mman — 1 (woe a' aloof or Gan% iPYlbrc L _J f r wMIN owl b ■ i m m m iip�l=pC&ae�m — �® ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERS HIP CERTTFlCATTON FORM awnm/Enya= � v�.)�J ... ,Cl. Gn S L A C "CAKE P AFL S A M,m mtlrws ka,t.0nns Pmptrty Address Z,37 % t." /64 AI/e�lyP (Venfcenott rNuine fmmP & oottt Dryewvn tor oto t mwlw.) 1 Citrrskk glay' -t (�� PmcelldrnM1firanonNwlba DOS' -Zs II-oz-,t)ee LEGAL DESCRIPTION Property Wcation �'A _ /.,Sec T_� It _W, Town of EAV �Y UE_ Snsmwglon W ou.% Vies l �" c�kc�2 Lot#7�--. CernnM Survey Map# Cole "0)h ,Voltage Page warroayo # I10 (o4'i $— Volwne ,e.Eea Spec ho,,x: e m Lm tiz,deoulibk 0m SYSTEM MARYIENANCE AND OWNER CERTIFICATION Irrgropef vu evE nminlowee nf)outuPut iynem xole mWlmttl prtnuNrt 4Jurt mEutlle vu¢s Ptopv rs ofpumpmg autne depot mkevvy leiee )<.aee ae oow, Jnested�pY• wee p�-uoper rc1�yovpm Nw ue.> e.rttt of mat-oo ormt atptw wnkw pmWt.v a4poaal memo m twpom�biLtum an [Peen 1 tv §eomot eJ still sot uCiaptu 111"st Qow Cumn swnn Oftivtrce. lTe ryoPetry acne agrees to mbme W SI. Qon Cuuoty Pko R]umog Rptmwel a tetnfitanon fon,npn:e by ee P wv sue by a maela M1mbm. 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