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040-1324-32-000
Ra PRIVATE SEWAGE SYSTEM t040-1312f4-3210 IOI% saran a.a veiny oia.v. INSPECPON REPORT 90GENERAL INFORMATION ,AITI' ..v71M Pam, �• 0 CJoseph and Jessica DingelCeln m .���.o-TOWN OF TROY 0,.. /e(op a3 a .�w� A 4f6l3 187 TANK INFORMATION ELEVATION DATA TYPT mnrvuFnttuaEa crwncrry ' STATION FLEV seNc }. J•y yµ GAY"llk 2 `b 1.31 i0 LO GAIN S, 7� e a n, ELLG • 3.S •a HKM.I rn.r • �,g sz 6 TANK SETBACK INFORMATIONS,p rwxr r, >a3 FkF- 7z ","" /Q53. PHI 3. %!1 Las /d62.4 sYCI /.7 etoT.4 PUMPIRPKON INFORMATION .a /a DI,I GPM ALPHA a 3 7 i45944 Ito sArHYTFrEK a 11zor wvHH ba D� eG0 �F,�-- CHING S.y. ST �� „eL FEN 5' t SOIL LOVER n„y aenc.nr. /, rMneao-• >a°�P a{ •• GYM .s�t..a COMMENTS pnaweaoee aieuemnues peaon• prevm, C, La.lbn HVIAN ,E�ilf Cant 1, PA am De"HIN, 7 of —7 mil sP �x � wmono �mm�n xG'R� 1 MI ,Q'1-a.H,0Q J, .alJll �4 p/a,., orc 683g75 Fi b gty P ump s Pump Specifications 280 Series 112 hp PLAII PER III v a�ES1o0f g S.a— n�d R 9wum filyp"B"M90w.11 P,�W �zF .B.a,d, N.,bo, n JSW.M.... Eb, ice, oaWW.o ii W.,o, ,.o_-__ _ S82oa5 _ il-zS-iS_ ry *`c ro Po 01 i D mww. o < o H.I=g I I lkt. D.��w� S'" WWIm'+9 D�M.u.. Yi o pcsx nm»e 09 g p 6nn � iW ., nrt /vme Lrtli ot>� %n hY/.O �✓ 1 MYMiwpYAYnYYY�.alfY��'A LYtec� W�i-i e oion u_I, DWI III OF INDUSTRY SWIFFACES nmh�RIS led nOw[x+gnep Wm wisconon Low w^x'n \told% DIrtyliGoroNet asrgry Met 2 2019 CONDITIONAL APPROVAL Pt AN APPROI AL L VIII] RIS 2021 05 02 I ten Rniew PPTN0514W510C IIHAINKELIRIEP 1412120tbin _ LLIt. 'I' New Riehmond WI5J01] silt Joseph Dingeltlem %/� zt- t =90 c In To, I of T'ro, Saint Cmie Cr_-.I, TolvlAmwol 12SO00 FOR Mount Component Mal- Vet' 2 0. "Ll. 10691-P IN03MI II IryT2) m DINNUnnnlompon mMonon[-Va 20, son 107O6-PlN01/01 Il11112) g}I_rb0un 609 GPD Of JNI er Cons I ry Mentemi RUSId Thuvbrmtml Je,orh,J abut c barbeen e.dlIm ,nlnt who apphneblew nJm acCde, ,no Wlv.mmm done, I br wbntoul baz been C ONDI I hlAAl 1 Y APPROYIII IIII taw a lu be tlN and lncwJm ulod" wnb[MenJoud.Thll od plav'eod wuh nny mmpon nods) wvntoed abma Tber nodermd,n hi 10101 olpne ia.umn smmewl LIPnn.mm111ar wmnba« bC Me rtgmelnrm. \0 pw Ilk, engage l urxuhat plombmg In the It,ul fielewd to do w by the Defeo vpco 14506 Thr lolloxmg ml4I rhvll lx met Ill maSW W on nn m..Inte n and pith in NFICAI or nw IPlo.4 1 1 nJ Pnerlr III Ill Iµ r Ga llnn lu ll molIl l 'e Prt ry a dark enul area prior and annm.. m inn luavme dowbnnu w npi and ux of lure,it, With afmi memlW rem m awrwc me pump m me urea talk umd Ills lank,om pumced prior to Lnuenuncr occepamt War ngni ed from redo gor eympme and boG and/or lvllu pmdu ufII "It nWi xhaycd at, hecor nsdl,urging to the Poe u, an moyeaut (POWTS) 5ma aaalaIhall be Input) dupmulu s up u of ollne 41, all gnfuf, kayo and tkmbas dark be cut Ann ail record pan If ullmp the aurfse to, ma uumn to i niaming, untilNcda,rvlzca on lens nrg,mc mocnil to h rtmol 4nm mnmtl vino Dm surfacee ruin l'OW TS Am, Pnu upon of the duper .theft them of t1 billd,oh If mchev Sine nng� 11 6nln ,od Iremhl Initial th in final...mpoc rin, of PmWrsml can Fedete mW bt wlL nO o iod Sunni hi,m n the hands Ili Sol Ai ul'4.mch tr hemm m pnPare r lfit mir IIpmpmi.miun pnmi If s no i pure ua to prtpuM du real pmeem umli a see. All piping Shi ennturm to LIPS Iable 384 30.3 and Al'3 table 394 305 [',start random core Mp and 301m pv%['I IS 10 O1 art AY ell scrims\, to meet eha \R RII el aC Tank Inslvlini m I4,31 re, all mm minil cmmmmwdouom SPS 383 Al Ilia I In nugamem plan my o PON 3 e,hull rpaifelf eeemell the vn raj mmbmiu ofw orb¢ .wire l,ameal Iiink m a holding lid All cuhm of the m1lonmg aond arum I Ihebillion Look atedm isec than 15 111 Ilk, AWw trnw the vuuung had he ILL 2 The hoonm of In uok nlomtad more l hno 150 lu I hurlvontally Emmall,, too tuwan6 pad 1, located mf3 property lmep) prior orinstallation Pump Floe" to be at and aeenud par approved pion Any change, may molt he pump uauLng to meet TUII and GPM Sped Oamona Ox per Responsibililim I he am'nl miner and cxh a,bxq... I or,null awn a wpy of tMa Imo tmludtny tmnuumm mAaung to proper IS, Land m col th, how, why of the appnrpr and m Own" vopwmn arnte undmno ones ma ofWfor the l'u A1'oll phi,, ,lMsappm I YI, ,,,Ih ards Ili I) In thz ....terms tr, onmptm fit, mt 111, mnllu ohta hold, nainru ermpent manor mmlioihw ��wmmg.��t•Plan oa e.�ribea �,ee,prv'•,aeu pi,m m^W Of he plmn, speaftattmna and tors Imu.bh be ul dun rig proportion and often to rtp¢nn bt aumotnfd top ma aofLou Dcwn Mark rally ini mml mopes a Ili permits pnued m mea 1ma fullm mpi snap be ohnJaul In r maommememam of conarrICILOAdni 'npcnlmn In lassal this for Ae Du more of Iacono SI nrmasthe right m m,lmrt more" maddnmal should aodw con, mukm6 purvSkit for wdccamphut i,in, , ¢101 C12) tradinguhwrtrIII Aal l reha, a the dntpnc nl ILL e,mumibJin for(In ! I Id,buddm� loppil an•mpor m Ingwnes wmcmrnp IN, eorm,N,dmm mar Fc madcm mmuhe Olophwe numhu heed htlow arvun, ddrcs on this letterhead Ifie at Icfl adduv¢ hall pm, Ada copy A Ala le ter and 0v POW fbrra¢tpement plan to the mm¢and airy when tMo ary n p rhle bnhorrswllatun rpemnoo at marnteeanu of the POW " Stmcrth ru/ Tm aaAa.¢ Dery mhery gcO u ww r Oelmdaun 9rs (no)a9d,rl ,L Mni� odWam jJ]onnt Cover Page Shaun Bird Bvtl Plumbing Inc 1432120th St New Richmond Wi 54017 1"" 715-246-4516 7� 21„1,,,. L Date 4/26It9 Owner Joseph Dingeldem Location NE1/4 NW1/4 S1 T28N, R 19W 589 Schwalen Or Troy Manuals Used Mound Component Manual Version 2 0 (N 01/01, R. 10/12) Pressure Distnbutlon Manual Version 2 0 (N 01/01 R 10112) Page# 1 Cover Page 2 Mound Plot Plan 3. Mound Cross Section 4 Pipe Cross Section/Pipe Layout 5 Pump Chamber Cross Section 6 Pump Curve Filer Speafications and cross section 34). Maintance and contingency plan Attachmentssoil test Shun Bird Signature _ License numbs 26900 Page 1 ol9 Syste F PLAN mPL.O PROJECT Joeaor omaelbein RESS'2'-0]JBHerson St NE Blame Mn 55434 HE 114 NJ! _ II4S 1 T 26 bR'9 TO N Lev LSTF ST CROIX SYSTEM PLEIATION ICar 0 2 S9nc LRl 4:25ng OATF. 4 BEDRCH M CON\ENTION'AL— AT6RAOE re]Yl1ONAL 1.6T HOLDING TANK MEDUND XNA SPIPTIC TANK EIZE 1E55 gallonsLOT TANK SIZE DOsh TANK SIZE 765 NOLDINL TANK 512E LOAD RATE 1 0 ARESUPTION AREA 600 S of Chambers none I♦ BENCHMARK \'R.P. Top of au rveyimn ❑ ASSUME E ELEIATION 1011 Filter LI(Ctn11e PO', RURSHoEF O WELL -IT A P 5 ae benchmark Soh len for German Court Grading is to be none to Oman Ly Line Scale = 1/4" = 10' HIn.m1 away from system later, m 20 Acre lot to Canyon wdieWroeo NnNwtl Combn Tank ae.4015 NN Pm4 Bedroo T%slope House 57 \la11 9-4013 16s6 1059 014 0 4U00 L 1060' Well ie to meet all WONR 9elbaoke B M v,L�/ pie System PLOT PLAN PROJECT JweoM1 Omoeltlaln ADDRESS 1210I Jefferson St SHE Blame Mn SSJAA NE 114 NW 1145 1 IT 28 SIR 18 w TOWN Troy COUNTY ST CF01% SYSTEM ELEVATION 1061,0 2'send far 4/25119 4 DATE BEDROOM _ CONVENTIONAL— nT GRADE CONVENTIONAL ]ART HOLDING TANK MOUND XXX sEMY TANK %IZE 12550a11on. LIFT TINK . SIZE SE TANK TES IIOLDMG PAST SIZE LOAD HATt1 0 SORPTION ASIA 600 N If ahInstr vnone ,BENCHMARK VRP Top Of survey Iron ASSUME ELEVATION IB Filter Liffeume Filter ❑DOREHOI.E O WP.LL ql R.i' '0am9 6e benchmark xnwalen oe German Court creamq is to be done is bluer \ Una Scale = 1/4" = 101 run-off away from system Area 15'below system is 20 Acre lot to remain undisturbed �Huncun combo Tank \ H 4015 Pm 4 Be@oo \\ / T% Slope HOx B do13U VO 9t058 0 4060' TOED' Well Is to meet III WONR setbacks 13M. Mound System Cross Section and Plan View __________________________________ 1 r At 1 At W +' Unman T Feet A D , D 2. E 1 ��I cut H _ H 7 t t 1 3 Kyb L W K 9- I Z __ Slo =Topsoil - ASITA C-33 = Clismaggregnte - 4in dch 40 no Cep Materiel swd fill & m 2 o, in dia observation pipe croseMde Fabric ,Ly t! L Ft Contour Slope Direction /Oki GENEILAL INSTALLArION: rile mound uncle staked out terminus design contour rusting vegetation is mowed and raked off the site The moved basal ama (L z W) is plowed with a ntoldbowd or chael plow Plowing may not proceed tithe sod is wet enough at the plow depth to form n'r. inch soil cone when a sample is rolled between the palms of the harms ASTM C-33 crudity send is placed immediately after plowing Sand is placed with a tracked machine keeping 12 or more inches of send under the tracks or is placed overhead by a backhoe Spinal care most be used when placing sand of less than one four thickness to mmtmize compaction of the plowed surface Auer the topsail cap is placed, the entire mound is seated and mulched to promote vegetative growth, limit erosion and protect from freezing Me observation pipes are dotted in the lower 6 inches and seemed in place wdh retain or closet Range 10107& Page of/- Pressure Lateral Layout Two Laterals —End Manifold Note Inet and Last Orifice 1 loot from--'@readed End foldLls1 lTurn-up --� cYarum l 8 Force Mein T '" --} Long 33 Sweep 90 .I, m 1 5Inches Bend Pressure System Canetcuctron Laterals are corwWcted of Schedule 40 PVC Pipe Orifices are dulled perpendicular to the pipe both a fiarp unit bit and fxc down Urnmil Cum -ups tcrrninate with a threadW doanoat plug and at enclosed in a 6-8 inch Aumeter lawn sprinkler valve box aocessihle 36Inches ....a Grade .• 0 .. 0 <C a a. a.. 6 8 inch La%m Strickler Valve Uox 03I05IgI age A— of L_ Septic -Dow Tank Cross Section And Pump Performance Specifications tip Minimum Amp Pmfmmm« Re i _—_ 0 b flTDH omlw MuMb rso. a^ AMveGnde wm IskmglMim. Wa Nmbple e d' Below Grade Seebd Wmatiahe 36 GPM � FioiAslQWe �� ERH PuqE ndodel Numbm i AIamM�4cmv ip4� Alem Model N�mbm Swaeh Tms C n i C. roW xadfmM-� Hlewd®Had Dbol emenve , Nemwkb , Pam Meiv Love Tod 1 1-7 v_ Van We m'~ AbneOd Wtlp VaGF Nuhob Min. �'Abve [ntle Wa6lockoy fbvice� A . _ WM B Boe GENBNAL HVafAL UON: I wbJrldam m u NG&W end 4 filed a 'mmdenv° vgn to mmemam'e P,� wpwa walmlime A4amwm dw6 uflo m weaa.e bymmmufeeouee m.r.w ee exe wiwan mm awm'V. Maenalec mmpm mpede nova m aswdve wYlne e..za(eedlm) maelbd PlPmg a m wW and auto u of&Wm mebrW, commedbto uo v waadpn mtmga.W IeHamnb eoump..em:emuaem«�oc nefm<. mmada.m wa6 d'scdwrvc unddfe me md. mnveYW eW Ae elmw u Ne1NwVmtiptr EbMul emuefpmplimw�m NFL 3U0 and Caom 161.Y 01,05U Pegs. of/ 290=SER/ES 3/4 hp Submersible Eff/uent(Sump pumps T19 LoeM 290 am" motor" a coal Oil -M d. aft go' gum pfar on -alto wade Woofer Sol aUld wale boneler and on bee ry-duty sump pump epila"Imne am hi aim regrow head o, form now 4egiN d Wound Loral momm-mi-9coy he 39p % will adulate years of Variable ramoda�n�ce NI Modes Fesbem; Semi-Cpen Impeller mounding paas%e of theme up to %' . 415 eteeolem Blue l mtw Shan • Pmnnanentey lubdeateb upper ano lower ball bexnng • Emma Powder coat Unfair Nl fasteners_cm omen-regstam sal leas steel n011m.mpernwR 140all p der,emwamm Moor SPeciflcetlOne ohp Will 3450RPM Odl fill lAnnelly pmmmed 115V MWNe 104 Moe LHAV230V Mool 53 amps Performance Curve: 290.Series , I' OX41itw w Dimensbne Dead: ti w .d Witall 311bn deal 13- MNor WIdXt 10- armu 9]) Minimum Sump Diameters: Model391,]93 I4- MOmK297VMF 10- FScyo,yewdch MMN NI,gW Mr1ed Xn 9 YMF flown an Mvel 7' Al TumMMll T ag' A1dv I'lwd abdwH ra tioral r Y.'te w�� b,.dow !r nhi MMad, "ad g91 ModN R93 Menueo lbatswnco Wide mo MWNRW o MicM1 wltry pukch AOel awllOCM1 VeXdca�l meg. ofeconnep Ie moss noll<I WN- with eCX� emkfloat9- plug will Operate lh 0mmal 10" tllBmelOr c us Cemaee MSSdY PrmY.)ooOMPY bee AuINOUN, lbw Rrkia�fnd•Plnm nyrmPrme,, sdg-X �Xoh.lalIreap J � - + J rn a v-v Nollols yavoovicz P0WT5 OWNI MANUAL 6 MANAGEMENT PLAN slu^•nn I I _ 5ep4 ient GpsAY Go Pe't SMIa TON MLINxNM He DEeNIX PYUYEIEPS Flpusaflb MCMilalnM OW. MUItPUBWlmns ONA FJMIe 1 MOCM ONA NunExdGanmvdtl Unnz Pump T2TVM Gp dy MAM E b(4enpel(Z61 C2 R TNMvwbsm m Ga91 b(PMq.lEaoa'°mnl.>)OwswPnMYaxMOva vm 9y AppPmXdIflAM ee /M FUmP Motel oNA MmIeyT4Mg• PgpYM6n1uN1 NMaMEIMmdQnPM' Feb.0R Gmv4(F0G) NrtgA o8an6' [M owebmar oMxfn4al Aetv6al O(Other BMyl wOmen GmuM{aGOJ =ortgA �01'triM1db" otxn.r rowsmp4e4 Sores 9") elm A MM born p6p4WEIMIant 0uMM ONA MmIEaY4Me� B'gClnmralDMen CemaM ISODtI 9P mpM1 �fn91WMIp4auhM T^'y suene^ae+saAi (-ss1 '-70my. ONNmee�aNWM) ed F (Own. =nem) :Ivddlwm oO 0Other � eemnlw�veee,eu�s au I&I Emwm P.WX Sue Y.Mnelematar USarvles Event S,I Fmyuency 11¢pedmglm�duagzl Nbail onto Ovary �j OmonN_ aeryi) IMalllmum )Ynl_ Pu^Paul mMmddbiMsl when mmNnm aefeege Of xm bears erou.a(V 0Able III InePal'eroryvel toll{e)_ P1Nnt onto evbry O monMS'A.Yaarys)(Maemum i Yn{ _ Dtmt MMweMkr uMwmm..ar onwm4 a{M Mepq Puma. Pont cenuar a vbm NMMoca4dY OmmMa Mlel ONA _ Rdl y(yaM Met" Seen lest NMMalolosaery � 0beeft 5XEN5) 0NA N4W wuesY Om es UYMNS) OfM N want am msy 0m 5 EYNOr 0NA MAINTROMMEINSTMUrnoxs IlupWon.d MlIXa am asxlsalcevs pumaIvagMl wma^MmS wleot esewTsM Mm . o, awlMaane Heiler Rumor Mash PlumL%fl4bYLLE$Mgr POW($IasmCtpr P0WiS MambYs.5gM0O sarvYLq Opaetn Ta�k'mzpeavms muL t'WWearbuelYl>.asvl al tlr tank(a)IO gaiOry any msseq urs'aMe^ naa.sa. qu.eN am oavi a kiss m4zuretlgvanane of mmwwc NueOe ant uvm ana Mal41w am oat ap a gxlYrq ^Idlluemm N^Bma^L sulbtt Ttla afpnml m9(a)etua EeMwalY vsmd4 WrM*Ne eMuentlwals In Ma MSalvemn dp4 ant IO NeUl la em pmeMg demuemmma Bmlue wham Tln xmlry4Maam a^me Pmure woos mry n6a48 tams La151u°^ ana rtVwim uw u+a^Wma rwMv.'euon or MB tral.aJmnary aaumly wakaRMIOf Me mnk IRA beremw�m sy a UP,A, dle 01 ow e(v^see w npa,,,nabc,,llOff u nrz tls, wlamnSLI PLmImSwuvaeWe eany a millb,dce or aezale=M puwllma PV'M^m�yseus, ryelmf It MORRI mlrym^nM an Ober ma 'I' or mww"I'd W be WOUR"R M wToerM^I^wampl CmtlML PO0 MNA°I^°r. 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RMCUROPA PP N FROM US INTRILIOR OF A TANK MAY BE DIFFICULT ORIMKGRIBLE AOOITIOMLCCMMENTS POWTIINSTALLER POWfB YNMTAIXER Nam - Panne _ _ 6lWAOl BIRVI OOPIMTOR PVY LOCAL REOVIATORY AIRNO IF Fw•I stora7i Tta adw�.ee..awdaw�wNae»aam.PrsPew::tal.x Nt.laln.aten wll mnnl »+.m.Nlm��aamM»cede ST. CROIX COUNPr SEPTIC TANK MAIIMNU CE AGREENC�T AND OWNER��SH��IPppCERT1PICA" PORM Owve/Buyor �," 1 i,�R.✓ Il. l7-0 RoPQIY Ad&mc �.�. 7'r ss� 5.�,�, Lke� NvEEMoRS Phm®a s z �r oN vmeuvcaml Cltyfstmtl Pmmlldennf3 onMmbm 6YL)-ZJ,74-3Z-co3 LEGAL. 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Inc 1oi9- id 4 N £ FLOORI;M FLOOR s F 6LgN�l I;M cELNG i 4fl ® yy .e p m ,� ... .. o.m ..... '.. ..o to �cacou. oern� ve .1ove . 1 zl Snare r NT R RTAL Fl AMING 1/2 . CRO66 OE Ick 5/0 .19 9 7 Pbnw MR Inc 2019 •1s1u 9 3 w®r•., G.P.m.da o•.�rYsvll y.m 4prFrvFr SOIL EVALUATION REPO , Pye! a 3 p� k / �e®NenmwAlrGwnm BS lMe Mm COM Med.¢mgcb MMemv pl p/�ntl Wwtlweem�e2vll rn<Men e6eb6 mull mnedeKge em•Ttloram•rvlor•mmarw.nntrsro.erreeMuurvlor•eevra Pb a pMt of 6RomxtlOn o.IUlmll w.pmaemerwwe�v .wnawe�rva� TRgbryLawrm cvt / ST CROIX �'UVN Paa lU. (PawnN�lpy( Rolf M N.- iZ Otl�mmvm. KERNONHASTAX)N1LDA1 EPM1ER-RASI ( Ip -- NE IM SW ve 5 I T 2S N R 19 E(M prtyMy dmafa AWlp Mereee W81aRurge Rwd LOIX 31 b*R SM Nv ffC Eomowaal 9au0 ll,d WI 1 54016 11 6511 324-1107 Veye e4ne1RW 6o6vekn Dme ❑. 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E ,_Wm v Taal W My lq%pnmml orcomm<rtzieun equal apry.nunnr tM, ryei,aMjall(II 111 wlalWi m:ms urv�co or Mw n,wm.i �. � m<mme i�»m�, yltsse <..�Ia. u<cewMm� •� u�a-zm Tis� «m mzzm-am L56�-64'— &McNlt" sown \ Page 30t3 �= All FnrhmaM1 top of rebar \ \ / q =bxklwe Pft �5 N r / / Nosh 4 / 1 O � ��' a (C1 o I LOT 31 „ "�, 75 I G)\ I 2.00 ACRES 81060.346 0103/.4 3 LB.0.=1054.3 ® 930>3 01060611�8 -aw J 25'25'--- -- -- —J ! --C(�— —"" — — — 317.15� — — — C4 ; C7 E 714.79I — — — — — — — — — — —I �, E17106 674 \ R =80 MEMO e=4s�'�{ V V V V 10NM PAXCX MEMO 1 XAttNPREug Raw to rr cowaweo..°woodo nsew soonwalow, Ewemnr w.e as seema,y January I6, 2014 CUSI ID No 224932 ATJN POWTS bmldmg(nrparfm MARY IO HGPPERT ZONING OFFICE HOLLISTERS SOIL TESTING& DESIGN RFCF� ST CROIX COUNTY SPIA W9615690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022-4011 i(dNalp Zq/d HDOSO..WI 5401umpsy/IM1n taponolhefire depanmrm canduenng:mpesi of this rovers) CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES 01116¢016 Identification Numbers Transaction ID No 2353261 SITE SYe IDNn 993943 Conouwood South l ST Addition Lot Sl 3 y Please refer be bosh identification e Cs 1,1.IJ chant in all correspondence with me are— Germann Town ofTrans St Cron County NEIF NW 14, S I, T28N, R 19W FOR: Object Type Soil Saturation Determination Regulated Object Its No 1466065 The submittal described above has been renewed for conformance With applicable Wisconsin Administrable Codes and Wisconsin Statutes no crawled has bean CONDITIONALLY APPROVED Iwownegastlefinedm chwerI0101(I)}Wnwvm Statutes, no responsible for compliance with all earn requinwents Onlythouobject types lweed above have been approved continuations such as POWTS plans may also be enwrad I lie following cwhows shall be met owing well omo m maallmmm end prior to occupancy or use Approval Is hereby granted to use a minimum serrated sod depth of 12 inches as summnmed by the Cwlfied Soil Tester on December 1, 2013, Or designing a sod dispersal component The CST's repon was submated 1, aaoMenee mth section COMM 9560(2), We Adm Coca The deWn of the Of dispersal component shall be in accordance with chances SP53g3, Win Atlm Code • The Down loading rate shall not to exceed 60 galllm fi/day and the basal area loading rate shell not exceed 04 gal otfl/day • This approval is limited to the tested area represented by sample soil profiles described W Mary Is HuppM CSTen OnmOm L2013 This dowmmorion of soil morphology may not W applied to any other poniao of On cabinet Pa¢tl, or to wh , Pwcels Reminders. • Approval of this lnleryrearve Determination does not have an expiration date • A copy of the approved plans, spewfcations and this letter shall be on se owing construction and open to inspection by awhonxd represemehves of the Department, which may include local mspeaors All permits returned by rho suite or me local municipality shall be obtained prior to commencement of construction stallanonfopeanon You we responsible for complying with state and fedaal laws wnceming onsructioo near wefands, Susan, and forams For more mmucatumv vW the Ecepreament ofNamnl Resources wetlands demtfication web page or contact a Department ofNmlral Resow"a,mice center Nothing in this later 2 1 Man uppmval hand, do, amour of municipalities to make or enforce cautioned or mom ougem regulation, pmviamy the namdumiss do nor conflict win, mi: ode nr any other count the doommon many In, In growing this approval the Drvman m Imons Swim nvne, tto right no triple Emery or additions to andy code specifications should complains arise making up, change, I ....... ry 6, per does stats 101¢Rf. oohing in ms tenu oul reeve de designer aI the responsibility for dnignmg a ode mmphant component The Dociown does not ake responsibility lot the design or wmnumon of the its lowed item, Inquiries concemmg ors correspondence may be made it, me uI ncc telephone anchor blood belay, or at address on this leprechaun WJmk formard to working us an you Smcerelp fee 0.aqunNk 2 up1"se NamveJS 'J000 ynATs, lmr — � r Naneweer Specialist ,lmugra¢J Sen S WrSMARTcade 7633 (711)634-3484, Monday' Fntlm 8 W am'I o J 30 pm edam ao loMonomm got r Ed, in i To,lot It aAenmer Sp'aaLa (715) 634 3494 Nm olin - f into B 00 am To J 30 pm Femon Rav ............................................................................... nppmraI Iimnp me power o(mwtnpalmes to make or enforce adfronal or more mmeem molmmu pm%Wme me eulau on do I 110,11 wM In I, code or M, other rv)e of the depamnent or me law In foramen Ih,, appmvl the Dinsmn of Indmm Son reef rnm es me not to require chaI or addIII ons m ursfi code spec. III should confin...,e mffimg such clones nacesan 4 per sole sass 1011 Yb nothing In ind roiew shall rolrere the desi®er It me respomihdm for dellrens n cNe mmphml mmlonent the Dnmmn doa5 nal mke mpamibLIm for the Icon ..... struI of me brewed hems Imume. wnwmmg then wn spumince now be made m me al the telephone number Baled below orm the adds. on Nn leterhmd P e look forv:md m working with you SmwrtM1, - Foo PcgovW% YJOOU �� — Pee Nacmred5 ]i000 LT(In ^ TwOor N anewmer Speraho Imermad 5ery a R15MART code ]bit f'111634 3494 Mondm- Fndal 800 amTo i 3b pm or, in uJoro .soot cc FAwm A Ito[or R astewater 5pecmLLn(TI 9 634-3485 Mendal-Pod% 800 am To 410 pm Acmun Ilan ............................................................................... INTERPRETIVE DETERMINATION REPORT Pngerty Owner. pCA�ond�"ally bnPAk '<� bl y U RERNON BAST wnsiox uiW of c o u,, IYAN' 948 LaBarge Road Hudson, WI 54016 SEE CORRESPONDENCE I Site Location: .. _., COTTONWOOD SOUTH in ADDITION (40 acres) LIn the NEY. of he NW Sec 1, 128N, R19W Town of of Troy St.. C Croix County Proposed: Lots 29 thm 32 For A+0 Mound Septic Systems COT 31 r\.J3� Y Prepared by: Mary Jo H ert, CST #11493Z, Designer k1859-00] Date �� 3e 761—�5 Holhster'i Srnl Testing & Design W9875 6W Avenue mver Falls, WI 54022 Phone and FaW: (715)426-1775 Pagel Cottonwood 5outh 1"Adi I. INTRODUCTION to November 2013 this sal tester was contacted by another soil tester as there are A,0 sod conditions within the subdivision that now is in the phase for final approval Shawn Bird, Master PlumberlCerbfied Sell Tester did find sites for Private On -site Wastewater Treatment Systems (POWTS) on Lots 26, 33, 34, and 35. Site and sod evaluation reports were completed by that sod tester. It was determined Nat Lots 28, 29, 30, 31 and 32 did not have A•4 conditions that is recurred per the State of Wisconsin, Department of Safety and Professional Services IDSPS) regulations. After further soil investigation, lot 28 does have AW conditions and was approved by this sod tester At this time the POWiS for Lot 32 wdL be placed on Lot 30 with an easement. This report is required to determine the suitability for installation of POWTS for lots 29, 30, 31 and 32 in lieu of groundwater momtonng. This property was an existing fam stead Cottonwood South was approved with twenty five lots. Most of these lots have been developed win POWPS that range from in ground conventional Irerch systems to pretreated systems. Cottonwood South la Addition had preliminary approval See attached soil evaluation reports submitted November 2002 Pis that were evaluated had depths to limiting factors from 0 to 110 inches. The property is located 3 mites east of Hudson and 416 miles west of Highway 65 off from County Road N The property owner has requested the interpretive determinations so that he may obtain final subdivision approval with properly functioning POWTS II PREPARATION OF REPORT This report is being prepared according t0 the standards Set forth by USPS of the Wisconsin Administrative Code for Sod Evaluation Reports and a guldebne prepared by Leroy Jansky Called "Preparing the Interpretive Determination Report" (March 13, 2002) Page 2 Cottonwood South 1` Addition III REQUIRED INFORMATION A The Sol Evaluation Report has been Conducted according to SPS 385, WIS Arm Code and is attached a5 part of this report Field work included twenty two backhoe pits that were evaluated Fifteen pits where used to complete this report for 5lots (Plan attached) 8 Local Hydrology 1 Surface Water: no pending appears to take place on the Site (40 acres) based on the slope of the land and constructed waterways to divert water from the site in one direction Outlet 3 is used for the purpose of water diversion to the pond located near the northeast corner of the property 2 The tested areas are sloped that roll allow movement of water. 3 Subsurface water: some rainfall leaves the site and some s absorbed into the A Fenton. Some evapotranspiration will take place The slit loam texture within the A honzon has good structure with over and worm action taking place The subeod has a higher clay in some areas and sandier in other areas based on parent material and a weaker structure which tends to hold more water due to the evidence of redoxumorphic features which vanes from 10 inches to various depths 4 Sod Saturation. soil appears to become saturated under the A honzon due to evidence of the redoximorphic features This does vary depending on the subsoil and parent material The site sod assoaation stated in the Soil Survey of St Croix County is a Santiago Otterholt-Arland It is a well -drained, gently Sloping to steep site with medium textured sods on of Page l cottonwood South I" Addition plains. 5 Surface Water Elevations this area is within the St Croix River Valley located between the WIRow River and Kinmckmmc River. There are surface waters that consist of two small ponds near the proposed site. The nearest bodies of water is Little Falls lake located within the Willow River State Park approximately five miles to the northwest and Twin Lakes located 1 K mites east Smaller bodies of water are also noted. See the map brow from the St Croix County website showing the location of these bashes of water. waduannwn N 4 Page 4- cotcoan'Oet Snl't'N 1 :Sdadoon me t+ a natureSienese mo emslts re", me alto 11 to [he north on both sides of the 40 acres which wtll minimize wosurface drainage to Law site. Tie elevation decreases to Me north. e attatrea S >d USC. . Con renal Soil Seen map and p submitted toted (Or map below Arso see engineering map submitted for ioun[y a. I r:h v o fwt wnmu- ere acOil o ; o, r _. Burgin settbmt ��j J t \� dd rl� f _=zi,Lp-- Ica.-- --�� a cemare,rifegy pa-e-tvate-a,-,epare-e-aev r- a _ -11 rlen,te s , -natenal0, v"t ahm",srt -a=d`Slm fife ^e p'oposed s,_[e� is gecal deprnts of ground mo-snes created by Ce gtaoal Send in Wisconsin Page 5 - Cottonwood South 1' Addition 3. Landscape Position and Local Topography - The slope positions are on the backslope of the landscape The shape of the slope is linear and convex to a minimum degree on the side slopes. The ground surface elevations range from 1057 to 1068 feet mean sea level Real elevations were used at this time so as duplicate work did not have to be completed. L Said Series and sumpmg Units The Soil survey of St Croix County has the area mapped as mostly Santiago Series with some Jewett and Freeon Senes There is a smaller area of Lenora Varian This soil tester encountered the CoMmom sloi See St. Croix County Soils map: 5IT E Page 6 - cottonwood South l" Addlttoo The typical profile for the Santiago Senes is On a cultivated areal 0d", dark grayish brown, very friable, weak fine silt loam 2-11", brown, very friable, weak thin and medium Platy silt loam 11 17"' brown, very friable, weak fine silt loam 17 20", dark firown, very finable, weak thin platy slit loam 20-24", reddish brawn, friable, moderate loam 24 10", reddish brown, friable, Heavy, moderate loam 30-34", yedovasb ted, friable, heavy sandy loam The Series is described as well derwal sods On gently sloping to steep areas on foot slopes of ground morameri The A noncom is of a dark graysh brown Munsell color f OYR412 which Indicates it is not a wet suit This indicates that relatively good drainage is «curnng with aerobm conditions in the top seven Inches It is felt black as a histosol sod. The typical profile for the Jewett Senes is (in a cultivated area)' 0-9-' very dark gramsh brown, friable, moderate slit team 9.11", dark grayish brown, friable, weak silt loam 11-19", brown, friable, moderate slit loam 19 26"brownfriable, moderate silt loam 26 37, ", yellowish red, finable, weak beavy sandy loam 37 W , yellowish red, mass ve sandy loan The Senes is described as well drained, moderate Permeable suits on nearly level to sloping in till prams, ridges and wide drainageways of ground moraines The A horizon Is of a very dark graysh brown Munson color 10YR3/2 which brut a wet soil color The typical profile for the Freeon Series is (in a culowped area)' 0 8", very dark grayieh brown, friable, moderate silt loam 8 11", brown, very friable, moderate sill Item 11 18", brown, enable, moderate Alt loam Page 7 - Cottonwood South 1' Addrim 10 23", dark brown, friable, moderate slit loam with common mottles 23 29", reddish brown, firm, moderate loam with cannon mottles 29-34", reddish brown, fine, weak more with common mottles 34 60", yellowish red, firm, massive sandy loam with common mottles The Senes is described as moderately well drained on law midges and foot slopes of ground moraines with underlying reddish sandy loam till. The A horizon is a dark brown Munsell color 10YR312. The typical description of the 0ennda Variant Sens is (in a cultivated areal. 0 9"7 very dark gray, friable, moderate slit loam 9-14", dark grayish brown, firm, moderate silt loam with common mottles 14-10", brown from moderate silt loam with prominent mottles 1 B 25", olive, very firm, strong silty clay with prominent mottles 25 30". olive gray, very firm, moderate silly clay with prominent mottles 30 40", dive gray and pale green, massive, silty clay weathered from shale with prominent mottles 40 60", olive gray and pale green, massive, clay shale The Insoles is described as somewhat poorly drained sons of the shale uplands formed In silty sediment and the underlying silty clay weathered from shale. The A horizon is a very dark gray Munsell color 10YR311. E Field Observations - the proposed site is a cultivated field and has been for many years The soils identified were similar to the Senes described above page a - Cottonwood South 1° Addition It was observed that the area has been tilled and planted with grasses. There has been some construction ON the sites as the bu idmg each with driveway entrances, roads and ditches have been built The nfis r locations have not been disturbed F Comparative Analysis - Most pits had low and high redoximorphic coMitions under the A hnnzon that were few, fine, faint to many, large, distinctive. There were a few rots that did meet the AM inch requirement which indicates that the sail and moisture mnmtions vary in the subsml Thereis no prolonged saturation for more than ] consecutive days within the A horizon or 0-10 inches on any of the lots 23 third 31 Development has occurred surrounding the 40 acre proposed addition on soils mapped the same. See attached area maps. G. Government Reports and Comments - County Zoning Slsetiabsts Pam Quinn and Ryan yamngton met with this Soil Tester on December 12, 2013 and renewed soil reports and backfire pits on each lot and agrees with the findings and necessity for A.0 interpretation determination reports. Conclusion and Recommermations - the sites are suitable for a PQWli as evidenced by the redonmorphic conditions described m the Sod Evalo hyd Reports There appears to be a sevidence of ter le soils he Me due tic vegetation. Mast of the surface water leaves the already due to the position m the Landscape and water f35todiversions already aM cal ct fa There is a slwpe re the sites of 3 5 to ] percent and to surface pmdmg anywhere near the in the op Loon. No prolonged saturation occurs redoxi the top fed or s horizon as redone tl by lack of the redoxlmorph¢features There are mwit; M1aNnq pea[or muck. These are for all the lots (29-32) 1 The sand flit shall be 2 50 feet of code required ASTM C 33 Page 9 - Cottonwood South I" Addition 2. The systems shaft be as long and narrow as passible. 3 Plow depth should be the depth of 16 inches turning construction to break up the platy conditions to enhance vertical infiltration and during dry soil conditions so there is no chance of sell smearing 4 The system loacing rate to be a mammum of 0 4 GPD/ft2. 5. Comtrucl the tole area of the mount systems at a 1:4 ratio instead of the required 1:3 to increase basal absorytim 6 System contours should be located at the highest possible elevation within the tested area. T Final construction shall included diversion of any surface waters from the P2)WTS area. The State of Wiscrosin. Department of Safety and Prafessional Semi will review the site ant report to make a final decision Submitted by, LI I Mary Jo flupPen Certified Soil Tester k224832 oeslgner p1859-W7 December 30, 2013 f .M L'aTIW.'WCEO �KTII i A FNT 717 i r ♦� .. 3 II aT VA UD 59uTn T PH E5T ( ry°` s I I �.n.tlnErv*— v DO - It_ I � � Fm oe � oe sKx J 1 rycx� V/ / VS EIVED Safely andBuildings Division i4 NiS ID1 W Washington A" PO Box S.1 a vumi -u rt„ i lawyer v,�1A711 q► "C°DNr SSz64S n_V_LOPMENT y Sanitary Permit Application 5Y`M41, 111I lhll�no 'ifelva,i. _ Ntll[bYMLys days ... .. Z O Wnau�are�mnall nmdLaeuYliml 1589Soi �,.,aiax,�r silnM1l x,..m.,..eM nncr on"'SuLs llenDrive N.un.0.. ,Model Addys, rs rL�u. 9481aBIvi_._. — . _ i0 a _ Y,a +.,u.mrt. +nNl_n NW .., essays 01 Rayburn six Sd016 LR _ d R 9+ 1 A I �eY BmtlbM 1Ek�'k xl�Mlx� pplml T xx sAdy"m Ni /JJ P p f 1, s � LLL nxi +J..J6 Id, n%lt ❑NdiKLmrt.uW ^Rnv,h na .� _JLJ�Y 0✓ND NA I +.r _ Ill Typ of Poll Vi Illy in 1m an Lae A ( Yxpplzxfkl �__ M Pmlamml Tr Hlnmmm.l r ind Ilex shed um l.aryunl 1 nL•...ayse .,. ❑vm..Rana ICp..a�k....,, lr. m....,. n.,a. u..�.. .l ma m. P ..%..1., ad D.dn,.,l xr�rp,ys«n Mon, l ❑ dn,.aa,i la<,Nysa u mi .,ys. n n Ress, :... w..d,e ❑7mn... ysedeAeeerAdIA.L� lvspa1 mm.umi lkns m.W mI ic, mlwpliM1e 7 ennres WImY Am RquM wPw.lJIllypan Yevam Op]ASiM-C335aM M10000q 11 5�dX11X1\y1 P.ax 1061Wel 30, 111 Od Gp]Mne soJ 1i Ip5850'come" + a�nbv.m 5 ✓; i,;,: w/pQbk d,...a.dm,T.d 1350 Na i'so I Wn rlfdrtde — x.. _. _._. IMYNS k 2 .V Mb[F�dNlnmemanwndelkee 1. any II.�i4. mlo in {S_... ^H'1➢�19K._ IR- �v�Me.(M�Frw. ...NNN444 nm.ni....nw v0..l.� ui.n.�../�W+p SB6fi39R1R 1111) In eUKCLt 51 5koleleZe n+ 4 4oPhtS G /n ao f+� d I� •sodr✓�/..aE.w,p.a •Crn6.� r¢de end ..S.ms..�p�oP sale 5 r� d e3-, P6( of Cahinw¢o' SoµK(rtfdd N.n6YynuVy p� Sm. er. T26rt..Q./9�rn. cf' is Trey Sb 4oryL w/ �5rl.wckn ar.Yy Pr.pm wvsr me e � Lu...b✓u C4.l a a taCwr Poly { p ris eR/��L� `l a aw-.ru✓�ae l Qes,du4 � sK YO PlC rN/u c.E/+� ,alcwE <y � E.� K But Microl Residential Mound POWTS Index & Title Sheet Pmleal Name Bast Bemoan Reademoal Moral Owners Name Kamen Bast O"laddaae 948taBalRd Site address 589 Scul Drive Proper Location Subdivisoa Lot32, Plat fCmpo wood South l at Addition logal Descnptinn NGV4elyc, BI T28N R19W_ gown of lmyo. St Crew Co, Wl Parcel toff 040-132432000 Pace 1 Iodo: aad Tid, 9M1ntt Paget State Approved Mound Design Page] Flit,, SP11flim um Page Septic' fork Cross Section Press Pump ChamM Cross Section Pago 6 war, Tank Mamlowered Agreement Pope ] Parcel map Page a Warranty Feet Ma4r Pill Restricted For JIM Boatera 9 DSPS Credenoal p22290I4 ^� V-tSignature Paw 11 Il J Page I we ne:emneat4miva..��vouaaaim,rowrs.a,.,amsvo-Part wmron use RECENED =.'o �SP8 ;. CIISl H No ±Oncl IAhn r N uooML1S9ER HOOMI I II Y R Y%C AVAINI, 1070 SIAll ROADNS N HIJAYIN Al A016 (ONDI TION AL APPROD AL PLAN APPRONALENPIRFS 1FE,101" DIVISION OF INDUSTRY SERVICES 100541 NRANCH RD HAv n D WI MU36 62 nap does wi 9mpmg 'ndi Dupe Pella] he wry my nquv InN PORTsnnvm/s, ZONING OFFICE h I C Rely COUNTY SPIN 110 I CARMICHAEL RD HIIDSOV WI `40161 III jui CoWrj prve Pm. ju,"i dewfilem, Numbers Transacuna IF No 2632201 51TE $IIe IRN, 819068 _ ,cm., Has Maine refer to Win idenu6.o mb.r S.m,men Dr el nall co wnden ,in rim _ . f, nm Tm sot a\Counts N114 N A 1 4 SI PAN R1Ask in 5] subdivision Plwol Cononwood% IS1 .Add,, FOR. Da..npuon Mound J bedroom residence CONDITI Phil PDATSCompon..save awal R,ICIamd OnlallDN, 1574583 APPR Malmenance requlad 600 GPD Flow roc. 1211 Snllmmlmum deem to bmNoe lwW from mmoned grad. SySPRIFIRTOFSo I/Ilex s ound Component Manual OR ] 12).Pmswm D19nbunun component Manual-Ver 2 0, 5111} I o'I)IsIrOI. RGS1Oh2 D01UI R 101➢stoat MP Pub 96 ulluembiter O6q;lON OF III lILIII described anwe has been mowed for LaInLY11 late cal a pp Webl. Wsscanm Adm ram.Cocal and VA Sauw the submlvol has been CONDI I ION A I I A APPROVED This s6os o Conusihic I'd lu.n.d n a cord n w11h1h.en.loaulappm.0 plua and,in all Lacipsylan yealml1)1 Uam", Tlrt uxn.Y m FA ... I in chance 101 01110) Rrconce radius is ITum,lble 6r mmplmn¢ wldl ell cod reaunun.m• No ".in hue owed Ia oe worm T plumona an the w¢ anion baenud to do so rid Ina 14pnnneni per, 14c 1M state t he lallm y.n dulmw.hall b, Ron do _ Witirmoul It mlallmmn and prior to secondary Or me key IRmEI In Ibc c,,at his add alsorytmn Ared or al of IN w..Oman pans ma mocums m as to create a health haraN in, pmpmy owner mast NATO' the mnungony plan 11111 in the apE w W eland In adduwnthe I" lot ract re that the operation, ro mtea.mce,w lnwClosing dues as deathbed at section V IF of the mound sona mmanudl mcmmpbW worm A Copy orta, mE mrimustbe given I, the ownv upon c... TRI uan of the project InoPascua, plan was appowed In occasional Ath lntull`wb.. Panamanian mona na2353261 Ah saidint no that tanaactmn must be adhered m t he pmvelIFnmpan ROD her 1HILd ae lo. win the marnenuh', III lm uona the Pill' Irdel ha1d MPS 383a jIlllar onfictyet,...thei mfnre act ra tmtmetmm and m. pion apponal me plan oppto.I.,no NL decrementsvdl take precedence Reminder The attendants of the mound Asam must be each Iran the loosest hunn nI, nnamed alone the sort... centaur per May 383 4Add(d2 • IIran aanmes 11,b. arm is balance the down Of ease of the mound per At d Compo... t alanual • Wrlace per dranal oral be Ronald anal from the sysem area per Abund Component Manual • Mwma 1, shall mnNnn to Of ttyuatmmis of SP] 38410 NofiVun arphance appopenancc red l der¢e or product him be sold all m e plumbmg system or me, be nicell[d In a PhIll sesterm wle„ it s to Art mnfatmmp to the goaded, or,pctfiarons oIW SPS!S2 and 383 mN this chapter and AT IJS care • Mm ,IT and uaedme ITT b uA, PL Ill 383 4318Nr) Coolant 01, I]ermel t of AnNnl Re ouaee for IIIJ o bactsand other reguhtmlu and "aspects A wpp of thr appalled plans peulL, and this letter bell be 11 life dust and opro to nnpeanon R. authorved repnamtIple utthe Uepanal 'non fors mJ1W1 for al effectors All all ohnol In the rare or W. Imel mumrartllm ,bdl IT obtaaed areao rnmaact .can..I of Llear non iemlhuon orcnuon as all this Apparel me 1) l.inn rt mRmtn Sell,", rearves the rich le report changes or admuons should cnndinons age all them nemvn or coal compliance As per late fall m I CCI nnthmg In dna renew Of oboe the de ncrer of the roµm„hllin for Theramg a, a bmldmu 1111I nrmmpanunt heria"rec 11rL,rlL1a th aoaemnndem, my be made to ane at trlrrhnn, nwnbm listed union, or at thr addre,r u I flat, letterhead be ubwr loft addressee shall Pmad, a aupy of @t, bbeer and the Poµ I S man.nvocot plan to the owner and any them one are ruponrble for the m,Olboon Iteration or urzm4nence of lIII P00.f5 .m,.,.b IT, Rwnrzeds I L,R„coeds 3<000 —JI� nahee ore S oaf µ alhl>RT erode ]63] Valera'sholdsent P1µsFlat braceollndu, p1aF'910 Fue(]r)634 , UII M-I POOam-i iSpm per ,hmdotllawam fear Idnm A Taylor µospeler ....her 7I3)fi31'J$! Alandq-Fada,8U),m To430pm • Lunu acne It o If ITT it' aGTo, Ind the down slope site, of the moved pc Moved Component Man us • Surhmome'dLllM1gr,had A maned Puss hum the cosse, ,,T per Moved Comp ono¢Manual. • Matenme shah corrosion to thcegwremrnu of SPS 3ff 10 Co fiddi appliance uppi,norfare matarial do¢C or pmduel ma. Fa veld for ua in a plumouno %an or min he urswllcd in a plumbing island ,melon s Phil Ilmof w Ed, +aadvm o, Restrictions of cns IRS PKand c9 and the chapter I'd ch at Sae • NowmIII a vhn ,Forks per SPS his J_aBIT ConsWrtle[hpanaf of o,mi Xewwm for sell mtbak, Said other re Wauom and ncepno s Atop. of the approvd Ploae TILIfiew,mr, of in), floor snml be on site fund, reformation and upento 0o be amri nod rhPAnmmm onme Depaem¢m. umch of, include local inspection, All persons rdlored to the 'fall or our local munmloull sballh obamed Tons-tocomutencmnmt of mmrueFln maalwnln ncemnon In gami his approld Inc D"I'on of III Senraaresrnos the rrSht to require dine,, or addition, should conditions use mok nu bon ntti..or, for Code wmphou t At PIT'sore emu lot rzCl Turbine in Nss Folo% shin rehere the dolim r nl me maponvh,lm for resistant a am, buadws irudnre or component Isquis wdcemme fu1 urnapuni mat be made to me at me telephone cumber listed help" or of nc, address 0o N¢ letterhead The does, let addru.¢e.hell porous a cop, of this letter no due POWTS mana,amem pinn m tF, ownerund a others oho an rt.P^midat (or the ou chin, opeaTon ormmnenwz The POR To SmcemlrFee Required 21000 Fee RaceneoS 25000 BuI Due E 000 a SMART code '6li Fargo L Shaodan POR RFla, Re, wor DI TeOn or lWtutn acte I-I31614 'b10 Fes f"I$ 614 T IT) III 8 00am -a F a in Par shandorfi .an S c From ATinier Al aarnme Me' 'III I' 1=.6-4trod offend,- Fnda 800 am To a iO pm EZflow°' MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name Best 4 bebroam residents) mound based on Interpretive Determination Owners Name Kernon Bast Owners Address 948 LaBarge Rd Hutlson WI 54016 Properly Address 5895cbwellen Dr Hudson WI 54016 Legal Description NE ANWV4 Sec 01 T28N R19W Township Troy County 5t Croix IN ALLY JVED Subdivision Name Cottonseed south list Addition VE-TY AND Lot Number 32 Block Number ne \L SERVICES IG SLRVICES Parcel ID Number 040 1324 32 000 Plan Transaction No Pagel Indexentry title Data atataeniry Page4 mound dose Pages Lateraladd media tank Pages System Distribution Pagel Management and espeency plan ons Page8 PumpermenladUwntmgenosplan Page9 Pump Plan and specifications Page 9 Site it Plan Page 10 Sail Evaluation Report Page 11 In[ery2Ma Determination Approval Letter Designer Jim Bterna ter License Number 222913,41 Date 10/28/15 Phone Number (715)3869020 Signature Monsoon Pins EZflow Mount Component Manual Ver August 20 20W VAi Publication 9 B Design of Pressure Distribution Networks for ST-SAS (01181) and Pressure DaNOMon Component Manual Ver 208BD-00ID84(N Ol/01 R 10112) EZflow Mound Version 30 (R 3IV12) Page 1 of 11 Mound and Pressure Distribution Component Design Deakin workaneet Site Information ir or cr R Scenarist or Commercial Design 60000 Estimated Wastewater Flow Ii 150 Peaking Factor he g 15=1501 fic0 Oo Design Flow(90) 700 Site Slope (%) 105850 Installation Contour Line Elevation @) 130 00 Contour Length Available @I 600 Depth to Limiting Factor) ml 00 In An SOil Appkrstmn Rate(gpo)hr) Distribution Cell Information 600 Cell Width th 3 < 5 6 T e 9 o11D Chi t00 oD = Dispersal Cell Length off 1.00 Dispersal Cell probe Loading Rate hall 1 Influent Wastewater Chahry(1 or 21 Are the laterals the highest point in the o,atimution y Pressure Donfloullon Information netwoiK+ Enter) D N i_ or e c Center of Eno Maniolo 3 Lateral Spacing P) IIN above enter the elevation lfl) Number of Laterals of the mgnest real 0125 Coles Diameter (in) is g 025) 200 EsnmBxa Crude Spacing (X)= 60o lfmnLce 200 For in Diameter um 30 00 For eman Length lh Does the Enormmn Drain back? T 105100 Inside Pump Tank Elevarwn in) Etter ycrN 000 Forenoon Fiver Loss of 650 System Head our e l 3 069 ro¢emain orambeck bell 958 Venleal Lift D) 6276 Sr Void Volume (gal) 105 Friction Loss lttl 6I 85 Minimum D052 Volume )gall P13 Toml Dynamic Head e i d1 Ig System Demand Sam) Lateral Diameter Selection Manifold Diameter Selection in eia options choice in on I options I ounce 075 12s x a 1 00 1 50 12s x s 200 1 50 x Job 200 300 Gallonsllnch Calculator, council Treatment Tank Information 750 36 Total Tank Capacity (gal) 1250 00 Septic Tank Capeciry 0s) 32 00 Total Working Liquid Depth (in) Weser Concrete Manufacturer 20 28 Sulls(enter result in call pil Dose Tank Information Effluent Ernst Information 75036 Dose Tank Capacity (gal) Palhok Filter Manufacturer 2028 Dose Tank VOWme(gal/in) PL525 Filter Model Number Weser Concrete Manufacturer Project Bast beoreom resoenteJ meuntl based on Interpretive Dtermmatu Page 2 of 11 Mound Plan View 1l� 16 Bon>ervenn, Pipe [31 K n B Mound Component Dimensions D '30�m �G 30WM1 J 99iX W 31 ]OX 600001X°I Dispersal Cell Area 227848 frzI Basal Area Available 600(gpIIXJ Linear Loading Rare OOO IXI 1110 B ohs Rpe Programmer Mound Cross Section View EZfiow Dispersal Area Finished Grade 10630OrXI—s 2,,::,., G I A Fzir,,W, 50 (h)Lateral ,o, 00 IT)� — B' Invert Elevation Disposal Call Q Elevation g i p ® 0 1068 50 (X) Contour Elevabmn T 6 i Site slope Typical ape Call e Shading Key 5 Page6 5 rr1]— Topsoil Cap SubyyCE a 2 Subso l Cap �"c Approved Gt tl Fabric Cover 20X ®ABTMC38Sand ��� t < = Tilled Layer 5 � EZfiow Media osn + f seereelauion page aiornumber ossi s LeireX are located in min a9ral meaopipes amhipan on palm 6 Project Bast 4 bedroom residentae mound Pageaor 11 Center Connection Lateral Layout Diagram ee ApF1'opnete LaceraD scram From I color. T caN rug v�.„e In Ir.0annual S <.r•wrr..a _I :•� as, tea Tank, Nut Nuns Number of Laterals 4925 ounce perLate 0125 in Numb Diameter 125m Orifice Spenng %) 1-5H Lateral Dmerel iameter 4B 25 in Orifices per Lateral 25 Lateral End (Z) NA h Orifice DereaD 6 00 nlonine Lateral Sparing lSi 300h earned Length 300h Lateral Flow Raie 10 30 gpm Manifold Diameter 1 25 m System Flow Hale 4119 gpm Forcemem Vainest, 421 'sec Dose Tank Information rareis wo t 'amp and Larry rea am,LSa, our m .m mrap a�a roownc In min a: o act Ta.ramornan :u oa y.amyo n ou, oar Weiser Concrete Manufacturer Cases 75036 Gallons volume 2026 gammon o mars on Alarm Manulaclurer SJ Rhombus Alarm Model Number SJE 1011421 Pump Manufacturer Zoeller Pump Motlel Number SN152 Pump Must Denver 4119 gpm at 17 13 ft TDH Note Sm rr es .o M1emme n`emur may nor re usetl it 'his system I Plan els,, itDII, ran. �tos100 Protect Bast 4 Lockport elemental mbunu based on Interpreive Determmeb, Page 4 of 11 I Plan els,, itDII, ran. �tos100 Protect Bast 4 Lockport elemental mbunu based on Interpreive Determmeb, Page 4 of 11 EZ/lows' Distribution Cell Media Layout fiC0 Cell Width of F- �OSiUewsll to Lateral lit) Distribution Cell Cross-section Arrangements 6 tr Witle S(M)900 SRI7A Bundle 5it or 10 rt lengths �31>' SR112Aor Ed 1201An 51tor 10 hlenglhs BR0-12H or EZ 1201 P orOM SR3'12H in 5 it or 10 X lengths Q < Perforated Distribution Pipe With Pressure Laierzl Inside • Turnup EnGasso - -- -- Pressure lateral Bundles are covered with approved geatevele tapes as per the their product approval Distribution Cell Plan View Layout -Typical 600 Cell Width -AiIn 1C000 Cell Length. B(k) Connection_etean Layout Diagram r Fo¢e Main 6 fl Wide Center Manifold Protect deal 4 bedroom resideral mound PageSot 11 Mound Svstem Maintenance and Coeration Smciffcadons Serore Provioers Name lint Boumeestei Phone Fit)Ss-0t T] POINTS Regulator's Name St Croix County owning Dept Phone (715)386-0600 System Flow and LMM Parameters Design FlowPeak600 gets Maximum aftirent Particle Si 1IB Estimated Flow -Average 400 gets Maximum BOD5 220 mgi Septic Tank Capacity 1250 gal Maximum TSS 150 myL Sol Abmrptmn Component Sedel 600 ft Maximum FOG 30 all Type of Walbevesterl Domestic Maximum Fecal Coliforml 110E4 tlW100 ILL Septic and Pump Tani Effluent Firei Pump and Control! Alarm Pressure System Mount Service Frequency Inspect and/or service once every 3 years Insect and clean as nexcessi at least once every3years broad feeve 3 e stest drought M push Later isorMethod and ed etented 3ear 3e ars inspect for pending antl zrepage once every J years Mlscetlanaous Lona4udlon end Mabr a a BfandaNa 1 Observation pipes are acted and materials conform to Table SPS 384 30-1, have a watertight cop and are secured in as shown in the EZPow Mound Component Manual Ver August 20. 2007 2 Dispersal Vol media conforms to EZflow producer approved for use with the EZflow Mound Component Manual Ver August 20 2007 MMia is covered with an approved Materials rabnc 3 All gravity and pressure piping materials conform to the requirements m SPS 384 Way Area Code 4 Tillage of Me basal area is a¢omgrshed with a mold Mara or chisel plow 5 The mound mandate and other eiswr and areas will be seeded and mulched to prevent soil erosion and help reduce frost Penetration Lateral Turn -up Dartill Finished Grade ............%.�,............... 68 Diameter Lawn — -/ ,��,�� �\ \�ThreadM Descent Fall Valve Box ! \ Plug or Ball Valve Lateral Ends at I Dntice Where / Variable Length Cleanout Begins Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral 6 Feel Lateral CleanoW Protect Beat 40edloom resurba leA mound Page 6 of 11 Mound System Management Plan moral to days 383M Was Atlm Code Gore,,l Try ly, er,"Ill be IASP981-0ew Able Code I tamale naaCom B2007 P anCamp _ICI are or et than Alpha 110 pump lack Imem rmil by in acwmarm wxn UPS 133 Wt Ad,CoalIdes melaniiae 10 Urge Oepi I Ar pump now mal , sets access , sets and covers should he ,5w�,0 to, et ngnaness are xoeneness Access rq details UrSocry, eled we I'll, 111 most occurrence, Frost hur Obscurity 9111s, tell a ffali, 1 0 &role, an, I ad lor 11 .1 �o w An. e a ue a weaAll lid <ry asn 14x 5e01,sialk U-, loss p noun in, I Ad may all made IV I- r A ,Or, add add to of seat , cry aen. III I'll An III If I Ideal , in No 13 off ado-cwe in, Sea tngde crvon m a,"Ot a an, ad only finer snau re al u least once swap >ye Toe man Inner and Am cooled at cressary to ensure 0 offe at,, or The al why al Sake hot ty, removed on sea pris � Or s a a holy, a fic a In Sees I the Paul [bar by IQUI Off AS Oil .0 . . .. On . paid from is ,,I.... If the filler S wou � a 11 far llr,r 11 U oe sea na a are ,am A aarvae c tmnaautt affirry,,art n aaarrs may ifiessinfle suage flows or an molre aouuam sludge are (,in ' (,a Pennines ( Can lank ,, no' rel the time 0 a I I basalt , tenantry All sen advise the rune a, to WrOl the raw Sea re Off 1. day performed to maintain 16SS that rni ,,, and ,,rise em,forlinato, I the tell a e cart they train ill earned ill 'UPS c any Use by the nificansin Department of Commerce of rvmwretl However it proavuz Party Tend The desire POOR) lank Sall me inspi w I ... t uce every a years All switches alarms aid rym ,as, often If It lel a f er 5 installed wififil I If, talk I shal be rural no prospoO an necessaif ma Rude mein net a msn hole a sumid he union if it is (jul done Peru dembecin and I at I road To leaned No and 'filled I'll traff" a Ideal 114111 Pon thed' Olonall 91111 111fir be myl to "lid all Cristo No V Shrubs Ini be Al "I the Monte Pull I, may be now, round the abroad 5 Penney" Ono 11, 1 fund fish I I he sel and mulched be necessary 10 brfi�mf I and I, provide some peal fror ral Fall Pill (,,he uff I I... lack Far le frostpoolpe ella ion Cal,vo a r,lalni LOdooer FeovaryI d e aia If,' n Iodine be hall IV if as P Pull hall lap if Up, qua fly fiff Snf IVIVII, may nor excei �ca he 10 fill FOG a I of tlnadd It for hol IllePlaem mquent hw may nm ecmed manmam delOr-me ,played I in, pell ill this lave , Up A e55u a 0 50 but on System a annual In a y,51 Up so rt at the end a' each fare and I , ,vnimeryed In, do I ,, q To 11 1�111rm .11 111, led I all of I arrive , long up pay oh.0 a- f Or rule clearing S KL red 12 me r1a r eqea c sit bi c w N my why act plain a bronchi sandy anal ff, fe�OW e esaw.0 Ices aarwe•maur.pe.a^Naedv ,aa ee band aace And Use,a.tm eUnocaln9 one v+e.a..I, if the sams, took of to doubt k as nnrcce scamW euuemme ee rCn<nn Price Palo onvols an , Q elated r9 cemau lens eNe react eel mpovmPdei aonn de Dmmeaw ei, kr spa ad or replaced it, A per as i dri a deal perhurraid e q'an replaced n ,, pi agge sa ,and, and ell Dingcaa �n9m System Into afmalf Until evndmrn � Pro' 6 If fill Peru of the name and telephone ymbe of ?cur local Pol header ad ,,ad oral Prole t Full bPdt00m lBSdenol mound Page 7 of -1 v.P MODEL d5IY F YOIk UYubO HErV140n OpEL'E pEENr0 I. rrwr u+o eEvwYEuivv DOLE s1 s 14, .u. ✓ fa mm,'.m4T}�Py s Model151 Modelsl52/153 .:Ln=uC F4:'O4'/FOR aL-A'.ONS - .• - _ b u"9w a¢e r 8.amab waw rx e.. s er. n rr w .wor.u_ m.muv... n...1� RESERVE POWERED DESIGN foIIIAT3 mmuus a 109e1e.w•e0 rocwne 11PIPorod To Too , o; q,oE zoel or pemo PmPoe.d wvsam� w.-csci r�„c, P�-ry 3 PR �e sue elan � ProPa,m/,u-o .a P turn P+Iy ! �Y Pt nseR/u.nG� 3 P rev.f m.il.k Prpe,.d ✓'Anon -tires v vt Pr[ _ ,♦ t,..K w -3W44 a aOWTS neyol 8 MANUAL 3 MANAOFM6pT I.E PLAN IYFCaM1•ATAn DESIGN ME Co. •v � �PemRey No ➢i — _� INW2arcf?mnnIP ]NA� FFI Pbad yra. fines _ —aOr f namlafliflam uene o.re I Ill .,,,noes I note m. w Gone (FON ts. nwa Ebahamlael Cal bmma IEDD4I j #] Mail 0 ab, .el dueee^Ntl Santa IS%IIS r=Ea ms4 2lf.eIt lIDflrv' —1 o:,—v -,Go 1 91.01a'1111Cryl M00.1 Sl _ N Stv: - a: 4Ca Se. ....amaeam 1( PartP /' Pa -vpbOypaelra tlanaml.eefuwneual aeplavm4c .,e '-fievityal in OBana/Donal Wire, rII'MFall, Itbt l"oal Arm I!, 4Poml¢atl L]t."but,royal lwe.w3ml c•.am. cvo,.a gm�•as [eert 6eMR F P tk I A; ", I 4 YeMF MIp101 al t gatoy I, suann moral^lanPl'0' fwlk NA i NA III A: !. � n a'ae nl 0 NA C f I'I p, All �J �A e a ^' yep��_���_��� ONA NA MOT ama 'Ile 011111 It G NA Ceee 9�ep end-- i NO VAINT FANCE rNSTM'C m bilbalt If knee sae Ybpe WI nia al In male ul• en IOnleL of ae^Y4p are of Ib ervlwlly lulls Of nnlflnCnm Pbw=fal Pitam Name, Saellnah Serve: l III Metal al RIM'"ar; Steel FC:'11l "all ienk inennaaau mua(moNtle n'4MI bell bma "My a) m Ianl`Nv any fall or Moll Pall mol any ml oa lMol e thenetl elders, III ImIm nle at`o bill !e Nook up ar pal of mal 0 Ma Sawra al Pee pol l al lla: map of �In.lem lnapeptgtl M atlaonen& aMkWb lends In :he ohxmaUan ,hike IMneIntl any Mal Of eCLmm nn the STyboo al IN nal M al all va lle plane a.irnaa.ney lnCame ,more deal and[,pulla. ne mmea are maftytar M eN`patl be l lvury Idol am Me all eavnfroul ar GffiSe mC aan. tl tot M-1r fatale bull N a' MOM M in* Lne wgme, Ne entl:e GO-matts OF - oe. to e - ..ace S m.o 0geta r one aaeanE *1 f- Moralrv�bb !epY k4 112. rn ,aal Awk+'na.rtve.. P-, Me parr, Oak rats ne but jokall ,l N.a eel^,i a' ar"_e-1 Yre, m¢nenGIN, uXxe atuall panel ,I'm a.fon, eeulr^dr^...Fly e'zl1 nuns anry Le meomm bu a.Ref of Ma Y,`Ar P ...rvv-treno' "P"fat„em. roan na.l.mv 11e naY"'III I 10,eye of ,,mead If eny Santa IMIL START UP AMID TICAN Air that may im ,°thnIm�nmr pays" al ebrial ins 7lelvna WentII I� Meuseo nm Are tli;c ea hum,, too comrarto of On tal Moral by ae ool saiddrO Pennon Prior to me ay.mr. ,tart A AhApno e,omane= onm:mm. .... .e .flyable ven . ry 1111°bw TnKm.. Mr will he m1ahMad to His 9lgpi oUlbl11 one rates dose. Talpea'np the oe'Ibl and may moult In t1eakal a wefiw 4TANd a of aHhent TO Vold Nle tlWWnn have Ims Carol cl the DUMP tans marl bye 3apnge %al CpTPu War tp ra rling poll n the eYLeva DW p or former ct All, Ammtlna fa an, w Art It Pool °pthe prop po le A 0,w.o n anal rta Vofth if, Ontott? At dove, part yl par for Is u: 94:eza at' a To, +c'arve a pas moat..' arat"m 9mwrp or nrnPa:l Me sane wM,n 1h bn dm,. Po million or I doe Am.. n pea sans Aedndi or drifell 11 Do pIHwbB far a pordamporl Amid PMAN me Hec pro Pl antlblatice, baby rope, alodr Wrta, Condom ertN d M41 Iron. marl uliaNreYtltl' iq .n tau m dUR en la ea'Indara epllne e, Inhibition, meat soaps, mW Nandi .=II. nP pcMP w a p pe111tlng pm9rN0. Grlaboltlni®anlETy eapklpy teMpon,and mam a�hener bflne,ae ABAKOPNM6VT the POW'S M An farms In Parma ionor him out 'eA=W:WCl Ii kt Tal to Nacre bran do, rymm m pool and moray/abenrvr ommon In cerFLxnce G chaTa Comm 133 A9ancodn Ad'nlniAMAIt Code • s,D.,,,I so snna en. pits she, be boom, sn¢eno ayens,one: ADS open ngs voted -earP.rurd,dom m. a..aDy.tn.>b�..D+ar...a..,a�:y=,aGPn9 pt pv ae.pe,p. xwpna mDa:a. ARtt pompdg aaraeaa mod mowers _sm'down renwwd end Ye Vold,Dope MAIL 11M A. pin NeLLbe es orb gravel or at�mb�Inner ¢a'Id mmerlel ^ONTIMINJOY PLAN If Ne -OWTS Mlle end bona be ma°hed be bYv¢Ane menvvw Fine been, "mat be taxes, in pwWy A lade Indyi n MARMImMaya"am t!r,A wl®ma nPleevmen area Fe° baq evnluaM1n and may be a!d¢atl for in, Jel of a raph=emast awl spol Lan =harem. To-e hooacevnt a an m and le a'p•e°No Ypm 1fdowd Tipp bar D=NWI are airport not M overaeaS uGm by an Mool from «In'np Al I-=p,,qd ttmaM, ,mot Ml old Deism PaoPn to groteR Its rafabament Ma wail rvN In one non for A tows, ton l and Va pay a_cr A eetoblsn a, sieve rnwoel nee, eglapemen ryenmp mat ear o A.. da mplll pr .atom iV D moons, ¢,dr: AIR Colonel PMne apol m pOW!s _,o:o¢y a bold P tome MAY Ube mantles ee,real .pm lato menoted POWTS o Tire she n vobsood To i a Ind Owis a Ia I. mD,a,M,, mam Upon Invent it me P n°n i a ope m mama a he fina raPrtoemct ama nod nplppam.nE see m evulrom,ltalalea a.nx .. ea��aL.Iim a .'��� moor. nD r¢Vap mp Mn.d pawls o Mound am Angoob all amaarpapn post:ama May oa renonaM1med in Dale rononNe mRpyal of the bhoat at me Innhmfmn art Mae. Reoenxrlletlnn. of Von "More road: p°w.Y Wool Al mica In pool Minot! in, a<WARKII MATH, Pal AND OTACT T G TNFW TANKS MAY CONTAIN LETHAL 6 OM ANWOR IN3VIFMYNT OKTGAIN 00 HST pWBP A gFFlIO PUMP OR OT "MT 7TAMR"DR AW CIRCYM6TMCPL. MATH MAY PCBL'LT III OP PppiOal'P00.! TNS III UP ATANK MAY BE WANDULT OP IMPONIBLB. PDCITICSAL COMMGFTS _ PU. SINKTALLEp pOWTa MAINTAINF}� ——� v NooI h ON\N{1 VYy Name j�' � PAc,tal �1Sm1��—i,u� hone tl. JUIPTAGEM21aw 0 ➢a RtlUY ate corn"so Ill ..es.wnn in..as Amid v.No oheun Doroo9' role: nlrl ram uo bra be.aul.l.l 4 ho Wtameam Axnteeme Con. IIARf UP AND OPSTi ATION w ARM A AM lall VIM, rqq when µet mayv d,de Ipiwerof III anEA: Eefthe nVAJ 0011Al It Up 11,WRW]IeN are demud Nv, me eaew^s me oAWwm1 RE bar noell,hun E Ron IRA III If AM e,, di am, ord; OR RATED=ngWex@�' hari on we4u e'm.1 nee eXWwC To AIµY p ww Am M cOmWUU 0In, una E ra'v'vc ea a Sec'and AMYnO Cpn w Rod: m I II=M IA proo. of A VIE." E,`V v I'mumt, a =e-x :: aCI :'e_-_a::e R, Sus n mnw..Y mN' g EI, .ore^ "n 11 9 Monead B WEb Ihaer, we if :cl. D: no aka I auk 11I PAY III no OR ]al Pe./MAn, c }e wM AMPLIT on rnP^--Ja au ,"In TSbn do In IR a Io ...I-.. .o . A, am'P:ir area nWNMlm ATeilnMeEm o' Me IPIPmA0100+i me floe" :e' J%II ROME ^u ptlb:me rl Pa IMe o' 1 'PArtS India .vY III WPM el :uu done, aar3xw, fal ral Pov, No cL iz aIM1 o0 plant) ry i took a -Hell: aagnpo ; ljnej Pe"k hbnwb:aea. neat a'WE, MWANC pX PIA III FOEvm'Amdjua III Mandan? unpanr Nn war- soff bane. ABANDONMENT Vv'I'S lalla And,-0 pmm Irtlye - ` c b:bvin0 and 641 Ea NXan vn µe µe A PWnP nmpmly end nufay NEPAR l:L ooapl RICOAnncheaw'Co.'nfn e>-1'S'APaec.RJR Aa:nlmealw, roL In • A. 111 m mMlm and of , al El. On P6..... Ow. Inn On, eF>nena- pipe cpi Stand a Thu Inamte or narks and Paz anal he EaMI as dnOrvo, alaavetl If Me a=epwpe se"I Go"'-': • cvvuea and rxmwm or A.ma revue n nvood entl ma vDY AM%,%mlm wIm n AvOIJJ AMwmne m Ael EnP lam m CONTINQMCY PLA6 If µe PONTC fall and omi be Iapalntl All, bJmvins A,... ee hen am, e: mort be nben, m ProNJe n I'd' nnmplkee 'eplvaaew ryawm Ad,A $111PHY Spun • bu and m u'JwE for µe Wei Of a led In toll P nfEll nPlc — be eapae9an ue aw"Ind nDon ad U x Ev me:Knew hEmnulatiq NAM p^apo fa EAvacm OR aMe, and we'It Ffama to pro thea,.paV off u,At In Lie need mn vw RARE a,lAnd on rcon to vraln.n a oull aRommel eM FWkaumm rym'm ,man del I SAE of Mr, Mi MARTLY MAY e ro R! BE la Am "Pia altb=_p[ MOH. I'll 1-INVOREA emMp ODE n Poll mop.. Ardino � May M InseAM v a UP Re:-te If tel PINES I o �G Not nn - - e .clry . IRA and MW pwwro eA, to fuel Inn no MAPu,Tn. area a YAJE VAe a EORI "Ad ev.- e e .vro: tt:e `elm.""kfa'SSa F'_v:~ 'm IdE "a lIII addef vny YET w -ca on :o l; a" e Y µa Eb-a: EI Me m^y:n.eote. Now, 11,1 ue off .a: C.:r..... .:e nea h a's c 9r E:-. S> WMY.40.SEPERRE PUMP 4WD OTXBII T TM W TAMES FAY COXTAIIf LET"' CA BVINAOR MBJFHCRM OXYGM DO NOT EM1'RP AS® PW OR OTIiEII TnuWM TEAM LTo6q MYOtAccNYTM'C6. MA NAM iRN,-T. THE OF A PE%ON FP '.THE ICT1E?J Of A TANK NAY BE DTFICULT OP IMMMSM AOD�C AMNK _.. FOWTB WB A"SR Patters NANT NIK Non, '57 �-�, INE PLUS al comERATE IP NF P D vAa P'vOb1ARf w ew � H.ma Ce L`„ Z.Md RAT fur TRAdoaammWon IIn.nl.,nenew WOarmiRun, $Idl,lk:'Ild:.a,Rod $011 ;ZAPARE, Mainland, Aawlww.to, III, Technical Specifications ro-OZU crrLUCIVI rILICH fOUIVIIVICHUTALI .0 17 f „sk of Ir I R woo I� .,I,,..aroR�ME„E -- a IA', 4 CUT -A -SEAL O2A"� lM / L LTER OR L T /�� JOG ME W1250—MR TANK SPECIFICATIONS DIMENSIONS WALL 21/z- BOTTOM SEPTC 3" HanNG s pnD ISON ER ) COMER I O PRECAST CONCRETE R15ER EVENT NT 72reEc 1/� GO mNGm IGa OD mH. AS' OD BELOW INLET 9' OD LIQUID L£VR ]' KIGHi 7 220 LED INLET AND OLTITCAST BOOT OR EQUAL GASKET, CAST —A—SEAL BOOT OR EQUAL MtEi ANDOUTLET iBAFFLE SEE DETAILNTERAIO (OTHER STATES DOE GAVE) LIQUID CAPACITY 26 BI GALAN HODING TANK OUTLET ROLE PLUGGER ACTUALOAI 1]40 GALLONS LOADING DESIGN B 0 UNSATERATED SOL TANK CAN BE USED A SEP➢C/ HOUSING/ PUMP OR 9PHM CLOCK MIX EPSON TA NN MIM pESICN pp MCIDRAL FIBER) CUSTOMIZED TANKS Tp STDM TANKS CONTACT WiESER CONCRETE FOR APPROVAL 4 -A"—A_�FAL 9I � 9 lnT i Tom LET ALL ITT 21 . PUMP PAD WLP750—MR TANK SPECIFICATIONS DI ENsaMS 1/s' DOWN . EIGHT RAFT 2 PRECAST GOBI NICER HNIi COVER s] 1/4' BB OUTSIDE BELOW OPEUETEP 9 0 LOBO LEVEL J]' 0 MIt31T 6150 EEC O INLET ARE WAFT < SEAL SUCH ORpWAL GA CA SHOT OR EWAL IH.LT AND TATLETSEBEERE R sCONSN. AILLN#10Lh (OTHER STATES SEE CHART) LIQUID CAPACHY20 xfi GALE'N HOLDING TA NK T GALLONS COURT HELD PLUGGED LOADING OE919 aC' UNSATURATED SOIL TANK FAX BE USED AS DELTA/ HOLDING/ PUMP OR SIPHON mLMEx DESIGN 0 ((NO FIBER) TANK MIX NOGGINpo NO FIBER) CESTOMIZED TALKS FOR CUSTOM TANKS CONTACT WES£R CONCRETE SIDE )FE FOR APPROVAL ARE MANUFAcnHED TO MUST OR EXCEED ASTA C-1227 REWIFEMENTS — OW,IedRuya ST. CROIX CODN'1'Y SEPTIC TANK MAINTENANCE AGREEMENT' AND OWNERSHIP CERI IFICATION FORM Kernon Bast Mailing Address 948 LaBarge Rd., Hudson, WI 54016 Properly Addres589 Schwalen Drive (Verfinatild departed Min Planning &lemma Dryname 11110,1611 r i City/slaw Hudson, WI Paldcnnfieaurn Number 040-1324-32-000 LEGAL DESCRIPTION Pmparly Loeaurn NE si, NW as, see 01 ,T 28NR19 W,Townoa Troy Subdivision Plat Cottonwood South 1 st Addition Lm#32 CerliRed Snrveq Map M Volume Page Warranty Deed # disarm 2007)Volume , Page 4 so" h.... Gi for statistical Oyal]no SYSTEM MAINTENANCE AND OWNER CERTIFICATION ImINoperuaand mumknnmcalyourrrr.yalan multl mwllmHI prtmApm lwlwam hantllemYo Prvper etpompPgom Nneruelankway Nreo years or von¢..fnwdvdbyahcenwdpump Whalyou Wlwo th, archaic do bri in, f.. nal0e acpbn enk e. tlngem0ew 1eJlryp. m Own mmmnrenw ryo ropoombilwea aro ePmflcd mC6P9 JgJ R(1) and muGORmr 12-41 Dote Count) 6unuary OMmmom r Tire assessor wm r aW¢alo mbino 61 Qmx '[arty Panama as arcane CeparMenta Iranian", nor vV,d by Ae rid by a mi plumber feu nnaw Plumb¢smmlMphanbaror o brand pumper verity mg thin fl Phn ommin trdisposal ry,wm is in order consul condition areas(2) allurmnpwr and pumping (ifmary f momy had emn look is Irv. manl1Dordercondition tun brands, vwo Ihortlmigri hwaecd mcahoreapman,no and aa^um normann Me mi worn tluryml rybonn wdb the rni su loch, haan as SA be the DWl<lmwl of craft, And Pmkadc"i Swmet and the Oer,orni of consul Rovortu. Sink or W uwnem Emissaries staring Nat yourupLe strum has ban motored buys be wmPlaud and rtlumW W the st Cma Coyly Plmmmg & Zamg Drym1mM m Ihm 30 dny. of the more y... explains Mae use real, ads all unamen��om. we weNroebest st my/om konMmae vwcaMme Nm nwsertq ni Ns prop=ry described added, byamue r Turbots deed lttnMed In Register Inked, Ofs¢ Number ofhedrooma 4 /' % jLl10llt MENA"EUREO APPLICANTS) DATE "Any mansion [hat is menprcxnlN may result in the amlap peas bang revoked M the Phi & among formal ... Inch ad nsh this application a froNW wearily dead Porn the Re@smr in Deeds ORme aM a ropy of lhd error both wrvey in* it rcf nri triede In the wamet, deed (REV 04M) PD ds'FX' 1 a v .15 sa S RoILDERSRR90URCF GROUPw o, < .. �............a...mo. �-. e[JLOEHS RESOG'FCE GRO€ry