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HomeMy WebLinkAbout022-1098-80-200PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) x .a IpnVaCy La+' ne w(1amm car St. Cr01X v+a. P'^rt N' 621ST8 P,.nPw Jeffrey cW y and JIMpTifan Y TOWN KINNICKINNIC Village T�shp 'TeX ea 022-1098-e0,200 csTw Ew. ro p s..�wre.,ReroIN 34.2.28.1 R.532B TANK INFORMATKNI ELEVATION DATA Lj.O ID /Do TYPE MWYFpCNR R CAPACITY STATION Z 0$ IS FS sept W 'M I 120C, Be Mmk q BpnrN FLA%y P 4!i Soo "97acr /p,ra! . Ya 1n2. I / r S;..e1r�1r fllcr /.-L /rx- k suwmw IP.BI i7.Ii TANK SETBACK INFORMATION svlll Omin TANKTo Pa WELL I 9mc VentIlArimaw RCMD Da Inlet Napa, 30. DI SOL. 14,45 93.55 B N Ree,e.Aaaa 3.16 4 , z 11 Ammon DIM Pipe j, Z 44. aO HMpin Sol sYalem 3.41 TBA1 PUMPISIPHON INFORMATION FWICMx uaMwum La,wa pc sItua I.va loz.l MNpLNu ' 4EN '5L +fl o..ae..� Il.y a NN T.o :Z sr.mm5 qq TI},o7P� fMa PiYL L.85 IoR 95 le2.lo mai b • aa.2 •• Inw SOIL IMPYTIVENCH L.,mg lm�lh, DIMW L.Wort, . 5' o' Z I"aam, 5YST4E�MsT0 I elBc well a,,,,} INFORNATT;wv:wl Zo' 71e=' µ ON' EM SOIL COVER rMoswn arum. any pone o. m.craae saaxme orgy Or Leah ,a aan7 z„ H Y uI eeersmedm v® Kro COMMENTS. Iamllaasmeeuewla... prowls p.aenl. w.l wrsPsemm r La /bs pwP.uwll02 Lsew, ,Ma CT)r nM -NP t 11 ON W O /'L5pLL ioh I UIBMa wupn-Flits (e,...r-al{-(-ae 51..; Ids w all wkb" 2) Bogsmwa, ia,reln 2 0'—Clu,..o„4y Ilso' .mp�map>Ye.=> y2.. Pxn,bsanRrymmlt 11 )z Zo Vsepue,.v�eln abywui w� Call l3�00�6� Kevin Grabau Subject: 624878 -H&H Plumbing— Tiffany Locaha¢ Town of Kmnakmmc'RED SG2 Mon 101191202010 O] AM End Mon 10/19/20201190 AM Recurterue (none) Organizer: Kevin Grabau Onspan": PONRS VERIFY SITE LOCATION 3K-zg,l� S3zR f�ff�-erm ,,7 5hlNl - 2,02,0 — w2 wv •., ��N 26 2 t� Iw�'oer.rwww mar Wb4n1 .,Madholx efl , St X 3 e53107 s sell s-ObzODIz44—C n.wwrlasa.®r rr .¢palpveat�.e¢I lem YC NarW r-.rev-+�'Is : rr�r �n.eels..ml..rIll a56, C tH.M wv-vo.s.xe n.ua IIG FA N O1z-/O4d- 0 SEmX NE X9smn 3i I'aymu pee^ LDWIA7 WI ODZ ^ Blmxy� i�_h ^Y) ¢ifnwYJYS IJ�.eVq/il • kA� a ❑�ma-�blr _ � ❑uv! ❑sso.a-¢.aelle ❑vys oll$/y�j(pXTRl KINNicr IIWWC m. iae.�M1J[ I�.��.v-IaA Comer YY.MbeYl ym ❑eqd-v ss� ❑IlreMlYgiW PymwOy ❑CLeYAM1vnbAAgO)sla@a) ❑maaa ow...ee.. ❑....... ❑ma,l.aell.. .....ory / rv. Bona ❑.e e.b.w�e oX-.�b.�, ❑el ❑ue .., g O�Rnk Mel ow¢-u.n �vNa.e.uaesn ..m w �dr e�a.r. moo z o ,3c0 ez vs n rrlr �. ... �IDD I so a aver-......� w.Yry. 1io c O Co w1 _ lips, As RfsM0.Yr�IL 11y cT/PCu w^I1 STEM EP I l Seekers eTumh Ie..WfQ .l psi mun ms�neL 'F� P6 tde_F•(S Menzel plan plovded IS per maaaaemem Dian o,eeaeL ov mamma uw1'tr as per appiieame aaaemmmeawe - 5T jy�-rnr,"el ��m•.,w,g- �w „� E - L s> dose iwE O_--Re Pe, DSPS �oamaanp ^(�ne+Q Te l mr. ,QQS b�Qr�'re b��pS aee'a"- 83) LOW L o-r Z- TIDY, S��« ENE-34-2949 'TOWA/ W maAICKINN I!_ J <RA'X QNaA/T� 022- IONd 60-20 O lzlb LT.H, m 3 S � loop YY Y 1 2p 1� 1 S YIsl 150 g � ;es Tof sp,k<al Sr -le uW LOT or... Bn t• 2 1. Tof i ribir C'41*ra gf•la L61 to EL.99$ I�1I \ (�aY �z coo �plueway Ei�sE M'ENi ON Lel z (dT �j G",y e „,r'k{n r1' Fo >as'swn sn� O �So'>:ren ma�ao {rjC PY ��,� 19, Wis Starts. Inspection of the prrvale sewage system installation is required Arrangements for nspection shall be made with the designated county official in accoMance with the prov¢ions of Sec. 145.tdl Ws. starts. 1 tl ime 3hQaNi 10 h be tan Za CCFamOer 2 pressure rofter after the nuirm "A Radial ens i Is dayopposed tMtank does vide or F m$ft latgn o1 On aboard fitter as Ichamaann must be given to the Owner Of the tank explsmng that periodic cleaning of the fikens required 4rNae shreds ore rearred inspectors Owner Responsibilities e The current owner, and each subsequent owner. shall reserve a ropy of this letter. Owners shall also receive a ropy of the appropriate operation and maintenance nominalist and be responsible for ensuring WR in that POIs operated and maintained accordance with this chapter and the approved ma nagement plan under s. SP5383 54lf In the event this soul absorption system or any Of its component parts malfunctions so as to create health hazard, the property owner must fallow the contingency plan as described in the approved plans e The owner aresponsible our submmmg a maintenance verification ration acceptable to the county for maintenance tracking purposes Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS In granting this approval the Orvision of Industry Services resents the right to require changes or additions should conditions arse making them necessary for code compliance As per state stars 10112f2f, nothing in this review shall relieve the designer of the responsibility for designing a safe budding, structure, or component. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead The above left addressee shall provide a copy of this letter and the POW6 management plan to the owner and any others who are responsible for the installation, operation or maintenanu of the POWR. Sincerely, j&AU4g1Rowley Joshua Rowley POINTS Plan Reviewer, ori of Industry Servces 0151813-9111 Joshua rowlevit wisconsm eov Ge j MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Owner Info _ Project Name JEFFREY IS JaU TIFFANY owners Name (SANE) APPROVED Owners Address 12W AM AVENUE DART or SAFE pe CESROSEssIoxu BALDWIN, WI Sa002 °"Is'x INDUSTRY SERVICES F� SEE CORRESPONDENCE Properly AOUmS 12WCTH.M RIVER FALLS, WI 55022 Legal CescrlMvl SE NE 5 34 T 2B N B 1B W Townsmp IUmI yelnc County St Cmz Su00Nlsion Name NA Led NOm[er 2 Block Numoer NA CEMENT 1847M Plead ID Thumper 022-109880-20C Plan Transaction No page 1 Index and the Paget Dala entry PINES GeaMal mound aravnngs Page Lateral And dose two Page 5 IASInWIpn medle PINES System mantemence speclficMans Page] Management and cmUngeWy plan pagea Pump move and apeclfiatwm NARY JO HUPPERT Date W/22R,Anan..._ _ A Prtawua Pages Tank cus eecpons Page la Plot PER Call Sotllhest Page 12 Page 13 Page 14 A" Allecl�mm�4 A5A5. Lacenee Numder 11159FW] Phone Numixer 715426-1P5 Iampomnl Manuel (Edition 1, 20TY') M an e Dowbortx, NaecM1s for Sal pu ffi11 aM tl Vx 205BQ107 1 (N DIAL A IQj Geolhat Valued Eaton 1. 2017 Page 10 15 Mound and Pressure ombrbueun CompanenL oniyn NO 0 oll"MeYeloramnor,raalUazgn Conni I A po nini geFolo,Ieg 15-1 N UU Nwu nJ FYIFM(go) Bann Ce n, ...I ml � loran In (,mm� ra'oa I�nl oml 11111 sal �o,a MAP raw ft eo wj Cn lad I ergm n..n.ue Im Tell wimp 111 yoL9 T9'1 o Pon.... not dal lelgm tnl - �6do dspooa Uall Uemgn W.emg R.@ RIMMI 60M Rommel Ce114ng1e ptyund Ra I o,l...rer Tualq o or al YeaaurebmMadfagn In mm IN, Igoe m 3 n v+ algal( I PokertoeI Fwwml.l PP,, Look (n) oMre. dole ngnxr pmnl 2W�L e,oro w.w F agµ tot mer me raama,n ere,n e.ug['—� Moo o1M OrangPo�mPT.nxeeraeonml Pnnn Pm,amr ugrow oat eW €ksommHP.M sneare cm= ev �rmrm __ a.55 sryen aeea lelrl5 1e m Tual RroMc Peen ml 11 s1 s vue II Ralll mg0 mr w� vmme l9yr zs oe 5"Y", . RMM ameter Selevio n UMMI Ran, go 075 I CO 125 MWA 3 ManKon 2100 InnrNem III Infomuuon 1111I Fxmr lrnomu0on 12W W so is Tank Uawyt a) f�tU�Mlre#aaal FIMr MmuM.Nre, w fonueb vro]w'Ie In �Me ubnur r L a _ 121 M1b]M xum Pe, Doe Tank lnlunnlbn GAMuAME, Lakul.mr." I:,e: by W OneTnk C,vwll(Wll Pon Took Caamll(0) 2124 no abg LWn RpplNl Wav Cauea W_ IM ge✓n PerIII In Wui.MNarm1 M or IEFFPEYd JILL TIFFINY Pai2d15 Mound Component Dimensions O Wn 110G 1 050It J 163011 W MIT L bt8It 52000 B2) Depersal Cull Nre 143038 (W) Basal Area Available 50 (gdi Lanus I oarLng Rare B 00 (0)1I10 B runs Pice Placement Mound CFwa Section Yew G MdMat Dispenaal Ana Obxrvaaon Pipe 1S AFM C 33 sand as GeoMat rtymred for Geo Mal Dast"Anon Leo mmponmt E GmMa413"P !_3)sa`nd / X,7 G I CO" Fish Wade vP r all M91 uwatinm Eleronw F 97M dEspmal [ell Aot lu ra _ renmar Elevation tilled Area 1 roramam 1, into,,I In Nu wd Shading Key fOT 0 sueanll Cap z ao Appeal C 33 Avon tea 4O A d (D) 50* a o pees Mat s c dcae: on Pape a mr umber ava. and apaorg PI goose, ma project JEFFREY&DILL TIFFANY Pape 3 of 15 Vol. do loodoodoonz . N. -- -_ - rvamemw mamAM Eno0Lo l Lol lfl (P)n flGm Lelenl,el Ena )on easy32ftLoll sorm"Lall Fl Pale) gono n IoramaiG m r 1550 n pa Vol"" t9>Ncx s T�nkl ation Il lm i . 1 a` r.Arw . 0 .... '— Ed do, no m Vtlu2 R�®t3N W.^V. Im,wnw.wl.. sml ram, NoeN narrm s.rlm one Nan Fbrm WN MO(od"Mod $lE gMmN lAU wnulxWe, E MMEm IUft GmnIUft GYn Poll AMYNvn[er 9EN SFAIE PmrPw:�vNl.. Dpwa .I n*oN nl Pool 5�vavu Ahrrr m a..a non, .nl.,n P nm Moots SYatieR MWM1eTUTlce and Operation SpecllkaglpTER 1 smu Pmvons; Name uAll s sF P n C SF RVIC, awn _ Mason 5 4151025 POl Regulations xameruw.wvy Svu_zo.�- 9 F aM tnae IFn.m oealan Flwv - Peak SW 9W Manual lalwam Peni sloe 11H M ENmnen Flow-nverape 40ll eM Maximum al 20 m sepuo Tank Capal 1z00 gal Madmum rss 30 MA Soul ftwu ur Component Sze 530 Nv Manual FOG 10 MA Tpn of Waslewe4r OomMk Mumum Feral Cdllone IOEI clot mL send aM Pl Tw Einstein Fie, amp eM Caneok ress re mint MiuM 9ervlce Frequency uWweewQ was 3 In Mtleen as rer¢ssa allnLal¢ J :ne]cMlM J. n alpxlelo, Funded fla ne muck . structure muck mg J e Miscellaneous Construction and lw4da4 94ndaw 1 Observation pipem are Into and malmmle uummm in table SPs still Jo-t nave a wWmghl use and weae an as mMwn In Me svre,gv Shame uimMal Mound compbnml Manual Version 1. 2017 m W 4wnmrmm1nsFeri numo mama appr oved for nu wan me svnw9r small GeoA41 Mound Compd,anl Manuel VersonLID9 Ingmal Com it10MOrdvef9ao4a1lle labnc l T of and mRssure gpmp rmonorle conlolm to me,emmremenlm m sP5 961. wn PJn Coal a TapedlMLaeaarmsnan is duration men mots Mwdw Ind Trio 5 its mMdeaWnre and olM'dnlwbM men WOe feedN aM mukMdto poem wi erastn ak beq mlv<M1on Cernb W� cel l Turn 0.Yll awned TMeaded Ceanw,l Wnswlnm raid, \1 Plug m eau wive uw,e5namm,laao,R`.wvwa �g YYII Long Sweep 90 or Two '\450egree l4nds same y Ciameln as lateral 0imulbuuon Fa l Slbra T t OellM PSFeel Prow JEFFRU B JILL TIFFNIY Page 6d 15 Mount System Management Plan peReeelb aver= aY,vr Small col mva Tnnrynam Snell be lamaIn evgNs[e xflX On agya She Seen CMe My Mal mWnluml, ,halel yea N'wnmmeM .le Ifiyrngv Syeama L L C fznmal Myna cmmDDnem Manuel renew 1 ]on Shall lNeuOulm CDmDw.nf Mina vw zo p�emlm o6ew 61wnw SOME Pmpwar g 6 mlrem aaa yeal w baby wY. oeea¢.a m Segelm.nbRen M,e mane,,, s SO s arw.wwewnw web n.wrmwl.m v6 w v ern um COOS ha, a<Mmeye he eager .wa yew%m.nl„e�w�..„®..am....nwne.aw.bXw.rmluem.a.w�Yr.. e�.DPN.p .alllo lOST,d1,1IRICper.py,11a,lw.a. wRan 0 coorrefol n�a���al. we'. aam..ea an.w�w bemnw bpleamlewillnlalw uneugo Bunk Oy vnaaeabbaey NN wlryim awryavA Real She "Oh" WL Srollb maneree W an Wall onllm m Real Sapp, yell Rare 2e1 u sub The yaproal ma mpc Seek 11,11 hea¢yenl an w'vaenR eat MR 113 We Mm Coe ire gcelnvenal na rg nal o1 Own May aJM leb ewRear Saan]evby nonlegalnnonlegall nruwwn war.,s.rreeazremaanm.n.rreYDrge,yca,n meeerulmy wwnw0.mwlnenapwn�x nahmeFan wfy nMbMMmar.yyn al W Ma Mere mexen M1unem4uee MtlapnYpgnf+lp an Yrn W IYwSle smaoltlTe vunnYSAmlmmennry InbymebatliMelemnmFaniRY.nRMvaawR npYanygmovuw 1M M1ac� bVW NwMmeYnber amN M.eeMvtlune NaL4XNvanm ® mr.fllMbWhe O."l a X d Mel an �wmaMYlnbMNanmavn Mao��MblWy wumuWkn MIMMM wow®w Imn1,lt"MDlpylylula abmol Unk SO w ennwRRµ,unkpent 0 Co enney, nW rapwM ueuer eleuNpWnb anee nnm.nb eewOne w,RppyaM Dn pvlbmewn.n uRnmwlaccmaa ' m.+uq w°:mwb.ewbacl'.m.,n.m ewueu D.�Kaa�+una w.lYem.+vnX.loem m.: r�.."�.gm°�iae Rural MRnbemetl.n.nmwea.Mwawopermf .newt enterer b maw ��MowndaMaarenlwaMWywbR W eMMgnw¢PnnlbMnitlM ewYus 6M WnM1iR le maaevuMMemwMaRmnuraMeaelth0. pmna mMwNwlnOe ml a wu eywnumm� alnw$0.1 ungatl�m meynnlmer leanlm d TO Wi ,�l whaamnMm Nb in Nan hall rrl1 Shall Ran, Nymyby lml beelntlyn LOW eMMrmeW WanalOa�.IdnunlanYtlW Xx b qyl a "I Moo, SO WmO SOILShallFW mry,p nmr 3M¢elaW„fee ngii55ellleneOLFW beegeyrtnMva see mga,BCeyeefryeLi55 amyl FW eN I hall DO mLbpppry XrWaneepy nepnl Mverry rYemlmvemmun9nlb uPn Me MewinyepRnntl Shall 4 ybwlY p,Md MaM1relvy pan St the May dWeYbyre W e¢ewrnnYClwvlelylb aan.eaawa.eew.e RM.M Yaawlne..nlr.er. v...n.pre:w.wnD.,a.,yaeelwubme.n.eau..unlr.11.ef Ma.� d� wmNamemY.awry.aDywwa�ee,rwnwtlomnr,y.r.Y,,..eane.n..ewle.uaemf.em yw•euww"Pa l °1hns waeannedXYnhean reaeynbry helaew all negnShgpSOR wwPoeamOTheal mw.ewm,.eNw D.rw .m.er lan it US, Mean' unkm du cavgwwn 0.mmb beau Ib lobeOnM, neabya w npwoa w keep be, Shall paw'I""m meal nwuwl„reew+a epeen, Puwnw,,`,,M vnew nYtllrpamu® 4bam wmManmrW.mI.INY0.namlwdY M16m eNa vwMpYminagemleearneMywn valwa PMe, an rW Nnbpv+baWnpr^m.ds�elem ate y+wx®1awMwMvM rrLgq'awaaMvgmra Swab+ mRels, W eo'slDwM am emlame ula.,vanrafenel era+.ro MM me ariweenOwaw a«wM man Pqa 6 N NY DYn M M wz eN u'gnpn numM d ear lvl P4 W I6 f puYb ern Rrw punt Prgegl JEFFREY B JILL TIFFANY Page 7 of 15 EFFLUENT PUMPS 9EN SERIES -4/10 HP maim B A � alp A B rC A � L cwn _ Ji3F 4 7i u'71 FFA Nf M �IMmgkW[m� V1111,p EwrymvMonim_ mlf.,shlft mtl ml�Kli mun N [aWnati maT MAfan IXmm YSm9M d+ww Nl -� p, Wv snw"mm ruE.' 8 Or I y EFFLUENT PUMPS 9EN SERIES - 4110 HP [tllwnl Wag wrcC llK4te"WeFI • krmamrVwnfi Y. dsdul 5q • MgrctllIXwnhmquitlury • Fm9w 2ywowa draw •I urwmmm)a w •kYNPiLik WIglla' MmmldW la • lu i (9 l 6cp l yul F wryttdw� •(C9 114VfipadlenpxxuRmilp • «wnimeo El +� rreww 1� LittleGL4LNT J[L TiFFiINr jl o a• ..IA ..._., BR BE - ( B.M_ PRECAST CMtl1f IE ASIA "EIGHT BOTTOM Izoo wft��w U" G➢� A.N O � (SE%I') SS.EA CA (.0ANNO EE4W. B' 0' UI um"IFED ECl MN TANKS. WLL HAW ONE VENT OWN MT NM Mll HARE TAD VENTS IN COWR OWN IHIET TANK C BE USED Ai m nE 0I'BRE lte~ NM% MIX WBON p (1p TAW(: MIX DERCAl /A (=fIBF.p ) N51011IEm TANKS FOR CVSM1W TAN" CONTACT WEBER CgICIR2 d HMER: 1M N1 E: MTEI(8FII ANIN A: 1rrywx) JF��« 5&NE- 30- 28-18 TOM/il pp Kwnlr:KrNN �L J cenF rou.vy c2z- IOgg. BO-ZO a ZfL LTM, m IytXI�L1 ..� t BMO Top spike a� S alt pW LoT� An r 2 Top i /Ibty Df4�wc stale lfy to �piYBON �E/ PTN %T tN LT 2 f LffT 3 �F aJ/ Fa nea5m'l7 ao M alp el,fo0- EL_97$1 1rt1 pwxv "OP MIEL a >26' �F eM ��sf ow ou9 �vsEM PACE.: /c of lH vxw.. d266fi/VED SOIL EVALUATION REPORT nn1+3 ^M T >- s L oi �''1 3R mm of arpro+<: S SanA S.�I Qy s7em E1 I0�ei ,..,,w,fwis n.o�/rrvaa% Lod' Z scde 1��-10� amft -Kp(cE t 61ri4an en RUT PbW rT wr � � � L� \ \ � � , � �� �,_ «w `gym �, , � ', J � � - i ��_. � � '� (. � .war" /ti- '-_ - �� � �� , �� % � �� I / -091i- -�' _ � � � �.. � � �. _._-. 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Sr. moix COU SF C TANK MAINIEN,W(y ACdlEQ W AND OWNERSHIP CFRTIFICATION FORM Ma9�.._ t iFnr� Nw+r � 1�8b rrN h1 � Va�4yy' L"T/ — 1)'EZg ,y�; �,.il PmW ldmOfimmN®ba OZ2-/041 U&ALDASCRUMM — Sn-ono rhW�h1++'aCmv,�lE Y,9c 39T�NRW, TovwM xIIN PKfNAVL $uMrrcvmwrt A/A ✓ w...wh umbf_ _!-tG'L^�'[=Q�@ds•M7)V,b e .TW a S��Siau MALV M...,,,.o.,,.z, ,�"axe.m�.,wwe,a•n.,,•�w�„e"FW"......N...,.� emu m.a�r�r.rx,m mn�am .c rb."c i.S��na�...�ry c wu>o!N•,rm¢, p�M, rw.tmn�-[w�:w�q�,,,.vc4.��v,�.."..r..gerl�lue�reaamih2 .'°'cam'«4maw•IA.rim ^mwwmd o",mue oPua..un).uaeCaea •c ro Pe muAmrnu�.n,er.W ihe�overa•meee•m>b wm 1cm �MW mfaM..C�,.i..a W rFCUrovbmafS�.h.W Mwan,w fevvux aMe'•v Ir.n=�nn dNa,m�p�w ma in ro@ �qec h>•"� M M. mww,.rc.wi 4c wm i. n.. nnl munuf n rh n �m Ormv P�,xpg ]mn.,, nn ve..v,rvo�nOAr+oluce,rcve,.mn.m.. d1. VnWb+-' ErvsclY umso(. N^yeddwdtl�s"r,w.m a..a'eg. uu...rv... w,v.mlYMte 46a o1I1m60(fia / .% / A 4C1'1A OF APL g IJ / /UZo IC Wf( DATEZ�/Z .....o �mw. ,.. ^...•..�r..,.�r. m—•wY—,.�,ro� S � nx �"S g e� o = =' a �$s F y � 7, � d� a Hsmbx/cg�!(� it I " "'` FOUNDATION PLAN _ T 6CA�E rf- ff Al nu nrrwy Ra.learc I iz AssexEi EMAILibw �Por� m vmm.b �:�IVED SOIL EVALUATION REPORT nE.Ld3 w.1md Edalm brea. do ..uavdramw ..awralENl.avum�wN Pad lu 0 >- p - /!iJ (1 ".�W par•'avNRc» whvrw. MkuY Wwunu wa. adon A WLYM FW.Wi L10.0 IIIbN Z PLO I\0 CV C�nStlan Ln GMItl SE IM $ AT NR) EOQ PrtWbMI, Iblw Wa RH/ bblN w Dom. IYM RmC I to F�III W 54ov 515 �-5 C aRA NI �xwm.wmo, u.e❑wuudlwro.ae.x�N coa. seee.bnb+w 4>' OPo ❑R,WaamN ❑ PWartmmvYvl-MUF w 1 ns>Q I/ mom nd sysY�n L.IvI 3.7 ml���� f app.ovtg p5y0. Sa„� • II EL. 100. M lkK � P R ONgbMYgixb Jl—h ®ph Onv laevw R4 IYA¢n CeM OanYM RMn Mwb I TWa BWNa CwWWc. BaaduY R¢ia 'ElX1 Fffi iv MVW dt Bi QntM1 w Q'.ffi.Eh s1K , 2 y 51 Pf5W< n+ — — _ — *a. 0 Nsaid° y 1. .' RvWIbFl1V b4 J..J—h P4 El C, p11 41w4,vbe.W 1L_LM1 &i zmw Mb Cviilvi RMx � T,Oaa SbW, GiW BonW PSY OF •EmI 41n Y.r wut Cm CW uSh. m r C S 1 n S o 2 10'IS IP Afz6K Yn + 45 — S a Sz 10 C➢ I E ,l 2i5 k In{' a yJr -®.rn.eoo,xsmnc>•.IeTa.ao.Iw.ri •a.an•wbsa�pt.IeTa.�pnK m0 -2ao5s r o.b wame T„W„„N.b, 7� �n<r CII W 04 S S—�19 n L _+ 7 . 3 i®IA'1lfA0®F!lIIJ l�11la1MAMAmr" MOM tci'�k1�7lId1RA f�IS7clIAR�I�F1'�E!1'3�itir�[�f r�Rran�ree�s�rra�a�s�;�rr�sse ©o■■����voeitiae OB����oOOm ii—®ii•�aii®i iii•�iiiiiii iii•�iiiiiii QB����QOQ •-•- ` o iii•�ii•i•iiiil iii•�i�iiiiil ii��ii•i•iiii -Em W-OX.'W<= y WM-W.lb myt •ET .rcrs.eoo,.w myL.JT49<m ryt 11v Dvpu wd MwAo in nmpuAlo kplm brv:mpb dl uCutw WS.1 311 wufivM1en bAuw Wviw of obE mv¢�IJ �n b J.—... (wwt p�wv wNkl Ne Jepubiml a �L36}]I31 a TfY NLi64AT/I n;"1 -scn PLOT PLAW P9 3 of LOT Z sn.lc I' raor Q� 101 pro'* I Top sp,kcRI 1raae roW Lo1col,,kFI,IoD1%� (ymr Z Top $ Ytbav 7'AleveIr.l< leYcofK0, EL.97.89 Bm�`L ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ST CROI% COUITY MVERNMENf C'E n 1101 Carmichael Road Hudsom Wl 54016-7710 Phone:('/15)386 80 Fax(TI5)3114 86 Memo to File rmw Pam Quinn p.r I(1].Oa M Sotl Reportverlfration onsaes l4/15N4 tad 421I09) On April 15, 20041 performed on -site inspections for proposed CSM sues to verify sod reports submitted for system installations in sods dncummoed as mmnng the A+4" formation for mounds. On Apn121, 21104 Leroy Jawky, Regional Wastewater Specialist and myselfvismed three of Me four moos to follow upon my inspections The following is a brief summary afoot findings. Site Nl J lasiourr Ut ICSMP 637772V 15/P 4028- SE Y.NE Y. Section 32 T28N R16W (Town of an Galle) The soil tests submitted by Adam Schumaker (9/24/00) arenot suitable for A+C' conditions Due to the delay musing the reports, the site has been hayed and benchmadodsod test pit locations have been obhtersoed Thegmemllocationfmbmuibongsweredacummt tomymtuandlusedthedtmmsions shown on Adam's plot plan to find approximate tested area The site contours were not properly represented on the plot plan and the slope is more concave than expected. Three hand borings were dug all with promment mottling found @ 10" in massive sandy loam below the A-horaon Sod profile descnpnons arc attached. An interpretative renew or groundwater monitoring would be necessary for this tested area, but there may he other locations on the property that can be investigated The owner will have to contact a sod tester that can do A+0" determinations before a mound design can be renewed Site q3 Steve LvnuMJeremv Wilding - NW'. NW Y. Section 26 T28N RI6W (Town of Eaa Gelle) -The sod report prepared by Lewis Hjork 2/16/02) did correctly identify moalmg at UM", but this condition was overlooked during the mound plan design and state plan review process h was discovered during county samunry permit application review Lewis excavated another test pit next to his organist R1 for my inspection and I found that distinct moalmg was evident @ I 1". Lewis concurred with this finding as did Leroy Jansky However, Mc hanky took time to examine 2 bonags farther south and uphill from the onguW rased area, fitMmg that due sods would Just meet the A+4" ralmremmt for a standard mound using omponent manual version 2 0 Steve Lynum and Jeremy Wddner were present and were advised to contact the sod outer and have a revned plan developed to send to the stare for review and approval m move the proposed mound septic system in the acceptable area. Site 43 Jay Uldrvch mmmosed CS M - NE'/. SW '/4 Section 4 T28N RIbW (Town of Eau Galle) -Mary Jo Hollister had completed a sod report in May 2003 that separated the Ap horizon into 2 pans, but that doesn't count toward Me A+4" minimum requirement. 1 dug three hand bonns to verify soils ear the test pits indicated on the and input plot plan 1 found prominent monlmg ® V Oust below the A horizon) near Bl, Q I2" near B2, and faint mottles between l l - 18" new B3 An Interpretive determination will be required to support a design for a mound with <A+4" and additional wee maids an he tested to pmvide room for a larger mound using a lower Linear loading rate S e g4,#4 S, - CcnP nut. -h A.r C, I" de�./Ao -fi .-��s��'%1.ss n, Roger/fom Christiansonproposed CSM-SEY.NE'LSection 34,T28N,RI8W(Townof ICim T/q -Carl Heise prepared three reports for this CSM (3/5/04) and 1 checked sod conditions i Lots 2 & using the existing test pits, I removed backfill and exposed fresh .soil along the excavated walls 1 descnptions to be accumre regarding depth to monlmg, although BI on Lot 2 appeared to have some redoximnrphre iron deposits below the silt loam A horizon at approximately 10". This may have been [anion -related due to the loamy sand layer observed at g"- I T' His site plans were completed properly so I could identify the bungs reported, but there were some excavated pits not reported and the installer will have to make sure that the mound is placed over acceptable borings at the contour indicated on the soil report Even ifthe sad tester "doesn't like" the pit, it should be described number noted on the site plan to avoid confusion or worse, installation ofa system in the wrong sods. During Me 4al/04 sae viot.a, laroy Jansky conceded with my findings that the Uldrych and Langer p en els will need further sod investigation, saturation determinations, and designs developed for <A+4" mound systems Gota Site N3 Jay Uldrvch proposed CSM-NE Y. SW 'L Section 4 T28N RIhW (Town of Eau Galls) -Mary to Hollister had completed a soil repon in May 2003 that separated the Ap horizon into 2 pans, but that doesn't count toward the AM" minimum requirement I dug three bond boriv b vmfy soils near the test pits indicated on the soil report plot plan I found prominent mottling Q 9"Oust below the ho=n) near Bl, Q 12" near B2, and faint mottles between l l - IS" near B3 An Interpretive determmahon will be required to support a design for a mound with <A+4" and additional area needs in be tested to provide room for a larger mound �� using a lower li®near, loading Lrate -/ � � �q� Site N J-OVI - 5V 3 J de -ita aft'" c; .vuo d2r h -it�� i�... __. Jl�" _ 0-s1 Rogedl'om Christianson proposed CSM-SE S HE Y. Somon 34, T28N, RI 8W(Towa of Kim l�Tff -Carl Heise prepared three reports for this CSM (315104) and 1 checked sod continues o Lots 2 $ 3 using the existing test pits, I removed backfill and exposed fresh sod along the excavated walls I o l descriptions to be accurate regarding depth to mottling, although BI on Lot 2 appeared to have some redoximorpbw boon deposits below the silt loam A horizon at approximately to". ttus may have been tension -related due to the loamy send layer observed at 8"-❑". His site plans were completed properly sot could identify rise borings rebound, but there were some excavated pits not reported and the installer will have to make sure that We mound is placed over acceptable borings at the contour indicated on the sod report. Even tfMe sod tester "doesn't like" the pit, it should be described and/or noted on the site plan to avoid confusion or wore, installation of a system in the wrong soils During the 421104 site visits, Leroy lanky concurred with my findings that the Uldrych and Longer parcels will need limber sod investigation, saturation determination, and designs developed for <A+4" mound systems ST. CROIX COUNTY WISCONSIN LOVING DEPARTMENT ST CROns COUNTY LUVERNMENTCENTER 1101 Cannmhael Road Hudson.W1 54016-7710 Phone (715)386-4680 Fax (715)386A686 Memo to File From: Pam Quin polx 4/1]A4 Ps Sxl RepadverReab'n crvsAes(4/151D4antliYlai4) On April 15, 2004 I performed on site inspections for proposed CSM sites to verify soil reports submitted for system installations in sods documental as meelmg the A+4" res unction for mounds On Apnl 21, 2004 Leroy hanky, Regional Wastewater Specialist and myself 1 aided three of the four sites to follow up on my inspections The following is a bnefsuinmdryofour findings site NI Janueluamct1adlCS1vPi 15P402s—SEY.NF'r.Section32T28NR16W (Town of Eau Galled -The soil tests submitted by Adam Schumaker (9/24100) are not suitable for A+4" conditions Due le the delay in using the report, the site has been bayed and benchmarladsod test pit locations have been obliterated The general location for hand borings were documented in my notes and I used the dimensions shown on Adam's plot plan to find approximate tested area The site contours were not properly represented on preplan plan and the slope is more concave Nan expected ❑itec hand borings weredug, all with promment mottling fond @ 10" in massive sandy loam below the A -horizon Soil profile descriptions are attached An interpretative review or groundwater monitoring would be necessary for this tested area, but there maybe other locations on the property that can be investigated The owner will have to contact a sad tester that can do A+0" determinations before a mound design can be reviewed Site N2 Steve L m/Jerwo Wldner-NVV'c NW 9. Section 26 T28N R16W(Town of Eau Galle) -The soil report prepared by Lewis Block 2/16/02) dal conectly Identify mottling at <A+4", but Was condition was overlooked strong the mound plan design and state plan review process. It was discovered dunngcounry sanitary permit application review Lewis excaaated another test pit nest to has original Bl for my inspection and I found that distinct monlmg was evident la I I' Lewis concurred with this finding, as did Leroy Jansky However, Mr lanky took time to examine 26onngs Grther south and uphill from the ongmal tested area, finding that the sods would just meet the Aso" requirement for a standard mound using component manual version 2 0 Steve Lynam and Jeremy Wildner were present and were advised to compact the soil tester and have a revised plan developed to send to the state for review and approval to move the proposed mound septic system to the acceptable area i ST. CROIX COUNTY WISCONSIN zoe c *e cm ST CROIX COUNTY VERNMENT CENTER 1101 Can jch l Road Hudson, Wl 54016-7710 (715) 386 80 FAX (715) 38"86 COUNTY ON -SITE VERIFICATION FORM INA ow I atr��rr.€f�>•e��nrs���� ..s .o.ou.w,imcm+wu SOIL EVALUATION REPORT OPY, Lai o m,aauy.weuay. IC ■ � wnmwuuwa..u•meu„a w.n.+e �n.~.w..nw..vw,iw T c r.o.w .m.w,auwen:..w.eu.m,uti..,ew.leui. a.m�.n o.m,..m..sum�w.mm..e....rrwwmuwomur - Mm..pMeYllnlmm.tlen .u.mm ev o.a �- mu ••>•n u. .mniru n..ue.o... ka ev C6�,.t�t, c.. rA..vc.a m c..aw $ vcN as 4r vl aA..ao..c. .ea.. u. • am r 2 .-r -.., UPW v WTlillFl .m.. WO k) 54e1, 9JS, AIt-55dv R hl {q.uvf�anbn u.0 •.uuwrxusae.a.u�. aa.m...mp,.muu 4174 yp nsaJ mound 32'min afp,"V) �c J 5,0e,, Fl, lo44q' El°a"°' ®w� one..nw.u.i 9 n. o.ounma+cam_(�e. Ftt, eM .. V< PLOT PLAN Lor Z am¢l pm �� 7ap sp,kca, S„le WW tolCOT )Op. rbn Z Tap Y/bav a 0.6am gr.la Le7 coi.., d�.,97� Sm az s— /Vol� � i KINNICKINNIC PLAT T-28-N • R-18-V Z6-o`l N1 CERTIFIED SURVEY MAP �. Roger and Toni Christiansen L cond In lM SoWheaxr flirt Noanean'L 1f$611w Ja, T 28 N AIHW IDwn lKmmdmmn S Cmw C'wny Wleromm Ncxwcevsonneas LEGEND AMAW"s MHKHGKWAYWr lip \ ONPL[�FA LOT i LOT,i ; ✓IMS uw Nsn ' \ m I mm �oFleNn'�m'rt N o rvnnvs vn.w mn on �n GERi1T1E0 i NLOce° 3 IeOWME19. Any e ¢ 9p P9BEJB93 uuwIff 4W Sly *" wi gig nulc $KK— _ - '� w tea' OOUNTY IHUNI( HIGHWAY 'M UNPIATJEO VNF;A'¢S IANO$ UNPIaP€O�Hp] [LOiT!2 ,LOT]'OT2 ABM . ... so neH��_ su:.vsmuwooeu:®srrswo�uvmu �'� ,