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HomeMy WebLinkAbout008-2003-30-000 (2)s. •Iyaeeaela�,�B'.,m°" PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Tr Schneider TYPE MANUFAcru PER GAPACIIY STgiwN ss w Fs El tl CxiS♦•YL IDOd al Z 'd IO2. /oo Bwina µ 6cvI A".Bm Taste G r jz— 101. L, S' i h eta, B1ea s.wa, J: Ndie�ny TANK SETBACK INFORMATION Y ,� ISUHIOuvel TnH Pon kXt ,N iPNNTO WELL BLOG imevinl root S 14.3 19Z.a BlBnmm lo.s °oanp ID' y5' S1-1` — ee'M'" 1.I> lol.6 cereal Met Ppe 1 d {6 a HLldmy edl.sy,an 1,17 101 1 PHMPISIPHON INFORMATION Vri noel trees MenNaeunr / .' r I.PIT Demand _y'7 t Model 7� /vN'{ot.r 3.z N LM p Fnaf n Syalam J. a TDjI 1�1 1 5 T ama Le,yWO DID„ PitmW.�13o) PbSUmPI1VNSY5TEM IIXifM If B &7 , �, z STEM TO SY,al BLDG WELL q lia;ORMATON 1� eL CHA SW 17-7r IZ 1 6' 6 li5' UIbInUt:ILl ^) �IdoZ„ Zr, y' a.3 aas�s ea327An soles x Pweautry systems Only my, selld or N4ntle SpM1ma Only 0I KC&A,6e, IX I - NUPI seye, 7/2" y.. In A, COMMENTS pndLde.veeanmpen gpersoy n`. e¢) nepeolion Nt "II�rO�g,i`tl �l �Inapxmn as a Location 2613SMOPIPEERLN me L�k�iTl� 5�5kN• R4aawtdoi I($fer t0l t)NIBMOeunptlon= ?voy r�Alrif era, / 1�- z)sldea.„a,I.nylx-sx-SS T� �I /l �x�Ski.+3 SerT�L `I-0. PUse lan sher ads Rera4:at -ntr, Ne %f( .m,e L_ see 1J PlanM.,aMeM,dddlndn,I 91 Yes�� /C//�, . BBae, (RM7) m �i P�.AI 0 IZ'.Iw !Mfl-afao— al D -_Wau"s.mw, slew --_ ua - .ns.++ X P06exalQ bingGl 135?4.. Sm�llaMlemit Application .a ur.�1. p O 'an �0TM way me<mamw, .m..o W aw.ay _ _ A IYtlIoo lEwm.bo-Plem.Ile(.mnnnu AI Al '� %ruS 6 P.w.,,CA. ..WI�.Aae� mp=nw'+� 6 SCIA p nSE 1 le, W I 021 a z9N7�ECS� II TYP,UB,H..g(,h ',ll mom. Ill. 3 m. o1lb a N.." Nall _ (9.�. Blwkate_ ❑Pum¢KvmmeuY—w,mem. III TYw adr, mle ICertkwly en, M, w line A Comp4u IG B N.gYluElel ❑x.x Syle.dd Ade).mv ❑Twimmuxvleug Tea avp�a,m iemmw gsysmlvgW'p oW olu."a..�.ke. ❑chmv.r=i.m ❑p. m.nmx n1/bS^ �BBS3R.e 8/ f srrowTss .Wwws�•.aw.,.� ceeeu.n 14... I �xw.m..w,mmcm .e ❑A.,,.,,.a i..cm,.m ❑a,um. ❑m..m> _.a�T�. ❑xwe.w na Dine L.w...,.� v B4 ��e, ..n.. �,�W — xyr �—w..a,Pe,., q.....lAnw RM..,,, Vi T..41,a R(k)B s3 T..� — ,®T.q, uaswkm. w..w..lsp W. n.m nlw j g NPZ g�Y haAAffIf _�!! e�ll�d`lh A m c 1 Ceue mWe Ool KAPPIIm oc Y� cssams..m Ppw, u :p,...a 3)Ml trdi w ST Tustank EF' 4.. EaClkun4 effluent w� `t PB/"t . it ores must ta»I.,welme�ma�'aa 't) rwiA.e SyS g . ro*e2 am as ».rims uu.deliu .e par Maned of Pa•u�.aoy m�mce. as perappM1TaOk oALO 6e SBOd398(R M14) rl6 w PROTECT JaH BVBnNtler System PLOT PLAN ADDRESS M13 Senaolver Lena WO000da WI W28 SE 1H BE 114E 12 IT 20 NrR 10 W TOWN Eau GBYe COUNTT ST. CFOIX SYSTEM ELEVATION 101.p' 1 S'SendllXl 7n120 BEDROOM DATE _ CONVENTIONAL Ai -GRADE CONVENTTONAL LOST HOLDING TAME MOUND %.F1' SEN TOM OUR 1 Wp PRONNO LEFT TASK ME DON TANS 81>8 030 BOLDM TANS SUR LOAD BATH 1 0 ARSORPI'ION AREA 456 R at Cbambarr none BENCNMARR V.RN TOO OI SN' BIDS ASSUME ELEVATION IUO' 'NflT {Tit MR, O WELL -H.R.P 9fi1MYDBM mf Lr 51 pKV:C, Property L1ne Properly Line 0. 40' 80 L I i D0' Scale = 1/p" = 10' IN �GGQV (ireairl; 4 E IN done to dived wri-off way MET System 00 5' HuOcuN B�3 ^ R Exhisifing 3 Bedroom Harm E slope TO eentlplper Anne VenioPree IS' ed eyatem\ remain \\\i alewroea dreln0eW Ieilin z( fc1COPY N^anGT Orvi5iO Styles LUIS 5 NEWICES 331 S znlLastrad 6 Ee MJYS3t TroroulAny nmuasb �4c�Y^Jnnwmu Wmmn. W, Toro III -am•md, .n(mm-e.nnian Idly 9. 2020 CONDITIONAL APPROVAL PLANAPPRONALb%PIRIES 2022PI Pon Rgi PNT"7100I399C SHAW RBIRD 14321206 Et New Loaners Set 54017 SITE Jeff Schneider 2611 Smitl9gv Wnc I US Gn11v IDwn of Eau Gallo Saint C L County Tem! Amount. 5250OR FOR: M oundC noose mManuel- Ver 20. SBO I0691P IN 01101, R IWl2) lavi Distribution Com9onmt Manuel - Vab 2 n, hDD-10906-P IN WILL R 1(IN 2) Mnmewna Oriori Re submilYl dewr,W Aix has hdn Lombard fa conformance wnh traditional W mmmm Arm.... mary, Cures and W¢ronsm Sawn, The meamml ova been CONDITIONALLY APPROVED To, system le loan ,immorrad mJ barman awrdanem w W To mod .W Lipp rorcd plans and rich any component mwmlls) mleremed nbwn The uwnv. as JeRr¢d m vheplo 10101110) Yemen Stra Is reapomiha her ve mplmrce "Uh all code mgmremew, No pi may nigage in or work at plumbing in the Are ui Leonard to dons by me Detroit per s. 145 06, The following mndmum ahit by Loci during mmwnimr or m111WHIR n and morlo cocopancy or am • Praenedbpentl uo prmr mJ dunngeo r nanl urvW Jwurbana mmum mduzaftM1bmlb • µ'too orlon mMW Lot Upaoorivuu Us pump the dos rank nIJ the mnbx pmi poor to him w su • Wn eeraen . red (,anvleoi ut dominant and loins ILI Lan are prime eall not be d... board into the done duchwgmg to the plenty do wnwtml alver momyocm (POWTS) Waste usua l fi,il Toproperly d,,N,W so msite or IT 'It' • Any M1u groom lrvvera.it hrub, a hall be at him and mmoved prior 10 tilling Ne amfnce tonnsullanm to pmvem mmwg uMmlM1e Om Temnl a'm All Imscui mtlmal b beremoved from POINTS SOdUal Area Cover Page Shaun Bit Bit Plumbing Inc. 1432 120th St New Rohmond Wi 54017 715-246-4516 Date. 7P/20 OwnenJeM Schnieder Location. SEt/4 SE114 S12 T28 N,Ri6W 2613 Sandpiper Lana Eau Galle Manuals Used Mound Component Manual Version 20 (N 01/01, R. 1 W12) Pressure Dlsidbutlon Manual Version 2.0 (N.D1/01 R 1Q112) Page# 1, Cover Page 2. Mound Pot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6, Pump Curve '! Rife SP#Cificatlons and close aecnon &9. Main rvn and car ti geny plan Anachmen4. mi test Shaun Bit Signature License number2 00 Page i of 9 System PLOT PLAN pdWze ANSCMNaer ADDRESS M13 SOndider Lane WoWNIk At BAKER BE 114 BE 111E 12 /T 26 N/R 16 W TOWN Eau Gelb COUNTY ST CPOIX SYSTEM ELEVATION 101015'eenaliM 70120 3 DATE BEDROOM _ CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND %KK SEPTIC TANK SIZE 1 WO gallon LD'T TANK SIZE DOSE TAKE SIZE 630 HOLDING TANK SIZE LOAD WAVE 1 0 ARSTRETTON AREA 456 B of [NmBefenOne BENCHMARK V.". TOO of;4' Upe ASSUME ¢LEVAi10N IM' "Bar Ll�40t FIIR ❑ BOREHOLE O WELL. •H.R.P BM1BbGMMN Properly Line Properly Line 0' a0' s0' I I Scale = 1/4' = 10' 10 I mmOH way from system Existing 3 100 5' Ncutt BrolmornHouse 6Zm a Well -2 • 6%Slope To sandpiper lane BB 5 Ame 15' UNION system I$ to s msln tlisturred Old areinnela leumg 2-9-�9 WARNING LABEL SPANIARD IWO CONCRETE COVER RCAUES AS FOLLOWS. M NOT ENTER WITHOUT WEAPON „a COURT CARGO HOT VIEW) EN'T DIAMETER CONISREGIA EUVER TYPICAL) ISU 'ACCESSORIES' FOR STHE NOTE THIPTIC TAMA O FOR a.,To IN THE TOP OF . HOLDING1 ,a. GAL PER 'AN a 6 SECTIIM RM!( &SE, T(Y, 6 COVER) THHX LABEL 2' HIGH CONCRETE TOPPED LETTERS OUTLET SIX ELEVATION dAhK BASE, TOP, 6 COVER) Mound System Cross Section and Plan View 41up� }- z -} 1 s K } E L a e rA O i?9 =Tcpsal Cap =ASTM C-33 = Cleinag jpac =4 in, sch 40 pvc O Mnenal sand fill 'G in 2'G in. die. observelianpipe Geotexiale n Fabnc — . a--- F �OLQrt D F T [ •-5— Ft Contour Slope Doecuon GENF,EAg. 1NSTA In()N: The mound ales is slaked out along die dengo contour Exisdog vegeuhon is mowed and caked oft fie site The moved basal area (L x W) is plowed wiN a moldboard or chisel plow. Plowing may notproceed if the soil is wet enough t Ne plow depN to form a'/, mch soilma e when a sample la rolled between the palms of the hands ng 12 r more quality sand n piamd immediately after plowing. Send a placed wiN a tracked mare a keeping Il or more mines of surd uudtt deean oneunmaisfi or is placed overhead by a backhce Special core mun be used whm placing send ce led then one foot duckrcd a miidnore compaction ve ve plowM surf Alit the topsoilsap u placed. Uu eotw mound oseeded! uW mWcntl a pmmole 6inche and limit to and aurora close fireonflange The obamanw pipes ve slotted w the lower 6 inches and sr�urM in place wiN near or acloaet flange 10/001® Page of /s— Pressure Lateral Layout Two Laterals — End Manifold Memfold DYOibarion Netw 4S sfrmtlom Latmel Diametn 2_ 3 ( In Iu la Mamfold Dinmetm Orifice Dinmder X OnFlm S r lu. PL Ft. L eteml Le M MmifoldL Forte Mara Diameter k FL Fort Mew Lateral Tmn-up .—Tnr cxl clemout Plug PdUm Stem comimeuan / Laards art commuted of S we W PVC pipe O Funs ere drilled psrpeodicWm m the pipe witb a shop &iII bit "6 dower Lateral tum-ups tcrrmmte with a tlueedwi clmnout plug arW am encluwd m a 6.8 um6 dmmewr lawn spr er valve box acceaible imm fiaubed grade. •��9* Grade 00���• Q 6-81mn Us gpn Valve Box 03/051@ Page o "04000 Dose Tank Cross Section And Pump Performance Specifications weI%1 '1i lIl.(� �r .. /�S1C� W ✓_ J Mimmmn Pines, Pvf J GPM FttUH Tow Dynamic Head (TDH) - Fen Elevation Head O Distal Head O Newark Heed loss Force Mein Head fosa Piper Heed foss Tow vent Mm 12^ Weather-proof WMCar, Above Cluution Box ry � FinirAW GMe Ewitch Setwgs and Reserve c m t Tmk Volume= 5--OPI Dimension Ivchee Volmme Gd (reserve)A S (wi B 1 2 1 go (due) c (dud) D S Tow yz BontaofTerk Qff Elsv. C 9 Ft Meebole Men 4" Above Gone WA kackmg Devi" GENERAL RiSTA ATION: The dose tank is bedded and beck fined in accordance with the manutacbua'a product approval specifications depth of burry av specified by the manufacnvu may not be exceeded without prior approval. Manhole down; exposed W grade have an effective loclnng device (padlock) Inswied Piping at the Win and outlet is of approved materiel, connected to the tarok wth watertight Outings, and Ind on stable sod to prevent settling or sagging The force mmn is sleeved .nth 4" Sch 40 PVC m bridge the excavation and is scaled wiverdght. Electrical acrnaramplies wall NEC)00 and Comm 1628 IOW I® Page j of W. Weep Hole 280=SERIES 112 hp Submersible Effluent/Sump Pumps "1 ma Jlw 28o ,osOnNCraooacerrearve-mia- rerge• oaaw br w.eea wzna wew ayslr,a, Ipwa wartebenlweM cwnme�cW Mavy4uty aumO WmO O.n ire fll9Mrle-Uoraxveflo DWRIN!mum ul Yearrig masNwill mvaorna'Nuu,rtrtaura. All Models Feature: • Vntax aMe micell�+rem,rctina naQax a eaaa I • w e a6v maeee meal rover anm •Elmnmmflrwtl #i uoCervdwa Io.bellFrNq •eaaxrwwercamealen • lenwn - Cad W aFReielenl eanl¢m nrl 1 1A•Omc11YP . MB�mnm®unnu Erem enam-emlN remwmle CeRNn:1 W'i opvonw WA NIA OII flIH], V IvmNly MO1eOIaU lesCl veaavrn�pi�ceoaaNw a.o.Iya nlflW 4n.me PaM�m1 G ! m 114 1�M IN ZZ Tp LXa.Por Mnub Dimenalamd Dab: Wee mroe. NJpbt 13• Milli WHIN: 1e• Imoeel Mn —. Minimum Sump D/em ttwou •- MOEN 2e1, 2A9...14- Mmaza]vMr..10 F,imyrM4b IIOOY 9N,4b YeW Y) altl VK Tummlwr 13' 0.p• Tum On Nwl ]' 40' w Nm�.4N w.ml•.ssM sa wl`.w i IIIIIII maoirigns- plugoglw� s 6✓cL bKkp5 IX3tlA 11tl19 A,�sy 99111: /� oiL,-�$-IE?-I Mtld OfiiE-fififi-AA&I ?Up iW "Aill WOO 9A H139N Atl9 NDIANH E90 P0VRS 0WNEFVS MANUNL B MANAGEMENT PLAN .... eYuuuu EMFICAMNS OxMr Begk Tenk Capaoq tl DNA Pem@6 $yXlc TenkMmulel�Mr p� OESIGN PMAMkT61a Far MawlaOlns pMA NumksdWq u ❑Nq an Mee Fkmr E?uMMel plye NumEerd CwnrtivWlun115 'j}NA Pump Tank Capao J pM Fstlmebf Me(Fuerye) .��, LLM Pump Te^k ManWtlum Np �ilen bx(pkFlj, (EtlNMbE.r,a) YJI%asakfary Pump Maeubbnr pIM SNAp{dWrMaM /D "pMooN pIN INbvl9MeaQYy Mmtllh e(es". Pretma ant Unll Fa10 O0 IT Gnome (TW) 99 myL 0SeMF. wl Fear 0Peal HW pbiNmylO en Ommend(BOW got luyh 0 Maianlol Aerabn awetland Tod Svspmbed Smile MS)) SIN 0OlslnrMlan pONer. mmubWw PrWWef p9rAaaalaY pNA MmW/ahrVe^ Dksmmai Cabal Mtlmrka Oapm 0mwk (BOOJ SW mYi p MTM ou(9nrM1 J^9rMak1 (preeuebeE) Total SueFatlW f/AEa (T55J �rnpM1 vNyrtle 7eePu Feral tavorm gexrMbb neml nCCM1YIpOmI p ootler kLtlmum EMuenr PeNtle SlzB KInNEIeIMbf Vawp}-alMOamrmlrmmmierSpmMawW .. vwutlWlwawsramwsm �Semke Event SmNw Fayuerlay Mea[IanO2an orlenpy NM4 wmwery _¢1 rlal (MaAmumlIM4 ,map eat amlents or unk(s) Men mmNnOf NUEps bq wm euas wsNlN(5) of bank Wants IllepeGmapwul mlya) Nlealanaawy D mms net (Maximumsym.) Clamafl Nmr Nb4mmwey vrbme b mspeap.w, pump mna4an awm Nmlamamey ommma s) ON quan bMme end pressure rest Nwnamevy p s) DNA Nbaar 0lxe emy Dmonmc Po ra-gp NA NWIBIka smy pmmms ywr(sl DNA Mwhllrl NCE INbTRIKr1OX9 kupemveamnla.ernw,1,0lm alumee n.aeymIMMaw slr Kamen s kmswu fie- Mrokr qumUar, Maab PlumGel PWklp] Seear, PONTb InapeYw. POWfb MaYrlaOw S�bae bpµig Openbr TeM mytttiana must lwiNaa Noel NspxLm o/tln bnk(albdentlh anY misNlgwUmkan MlOwar4 tlmtlheny tleW w baka, meOSYm me wlumealRTNnO] 4uEpa and wIm and b 41e t rwarty Wck up wPY19"BBIdAmnlmm¢grwnd 6uMw TMdiapelW mY(a)eM1eII Ee NadlylnOpegMmNMt Ne eMuenllrve4 M ma am.rtlMn apes ale bmnmk ror mY pmdinp demuemm m. am�M smmam rn.mMmp daMmnlmm. gmwtl Nys mry keporv, laierg sndip>n ale rpuYm me MmMlelera0hafs 01 uv MN rryLLnbryeuhNlY WlmbgmnkYwy aamulb'pn of slo]9e ale ram M Yry WY{ ppWa memiE (Yf w rmad mB bnk wlume. me Bn1kBmMenk dme bnksnall Ee remoux0 by a $eptl)B SMtlIIQ OmRM eM d¢ry5tl pl M mvtl&kB wIN N, Nfl rtS, Yfl. sMIGmin�smMe CWe The sardiq Of element fMl0.� l�kelwpmMurlttE PO4NS mmlmmnN. pre0ealFmenlmmpvlmb, OW any never mWMnmlmw rlMMort at YKBrVab 012 mon" orbs tlWl nepNdrneC IN a wk 1PONTS ManM4xf A airy repm4 fl mpnoMmi w me Ira regwrwy Butivq verdant la era d tomplanon of am mrhQ event START UP AND OPERATION Ftt Mum DT00r.MI, piMm um d Oe P0WTb cfimiM1mMnn1191k1s) lu tle prasems plminmg pMWn or NMr Eeb4eE defea brae may Im{be meetalmem prxmaandbremupeme Olegls4tNngn sn®nna4om era M1haveNe ¢ntents of me tank(g)rr nk(el mwwE In, eaeppa entraining m rq brbum pal START UP AND OPERATOR For your mraNem, Poor m we Bf Yw PUlM6 cMCY PeahMle bM(q far Vre proem® of MAI qMW w MUM cMn ME May ipate yIown Abw awasW a eater do atl.e�� DOW It nldl Mmm�eume Me evMeae ogee me«.lame a to selec mi System elan up awo M wNr'Mllen e011 cord a ere loran W Me lnfln l"wlOW. OUMp PUVer Mwjw pump ones may nl As normal nlplrcMar IMIB. Wynn power to lap me osm'/+dwMy We Lq Tm Mmwgtl b MetlbrwN ma(e)N One W large Mae, owrballry buy Mile) BON MY' m0n In No lwdtW a.WKeaWrpe ofVNUNM p ed m lave tlw wmM W Me PUMP May nmwN M a 80p Sewcon; traMorr Poor W weviM9 lower b May MflueM poop v vndtl a Number w PGWfS Melnminv b WIM1 h n6mi0lk WaaCrN b° rtM° rwm°l Mole wWn MepurrynM UOM®Ive «pYkwlYWa vrerbnla YN Nepenel®Ye MnM EMe or peh My,MBtlIBWMa EIaNN or Wllptl. U1961ea MNln tsNMapxnebPemNy mmma«mvne..eu.mmMn en. ee IMMgre Pawn Pad 4m wepo AM, d �s Mpualnd+crn Naweemo Walslroem IreY InIpwBMa Move Munm eM po'uyg enlbbtlpu WM gels°. g Me v Mtle, e n wn•, erns rvnhA gme, woo MfMI Nn, erep, aXbleY % ki kUM4bn akin to me pump) weler, torn eM vpaWNa seine¢, naadma pre®6: n.MtlEee: meet e«We: mvllul'ms at WrMne FmtlMN: s•nWu. mitlaynapklm,mmpww.aM wani ynnenar 4Me. ABANDONMENT wM Me PO S hll0 aKbr M pBmvrary nbn out of eerier Ne mwm sups awl Par YkOn m Imue that Mmnl A PmsM law N(ay amnewoM ln«mWemu MN cT Mg -caner f33 Wamneln AaminMlnNaCON: • MppFpmmnxe wM qb extll eealavnneaetl na MvaMdr+e WCe O{minpk eetlee • Tq unMMNVY Wke entl pMnditliellW rMMVM eM PrPCaeY tllapNM WbJe BNRape SwNONpOWrww' • My pumpbp. •Y Yny p14 Mell ee BPIVYatl erN rTyaTvel or Na! Doan nmMe entl tlw wb epem flAee MM eull, prMlwwwrmM.ellb mdenN G MGENOY PLAN It IM POWR RM eM mmN to nsME IM MMAS menuna Mve way, or MUM M Mken, b prwXe a o%0 MMOI reple0 A eYebm. Too mtlengsamost ueaeu Men f een d mays umbe MfMOk id s1M 1Mbel siAV Wn W"W Too mPMmnuA eM NwN ss ng g ftM y W eXIwM«e Me marMIM ere yMp M M Mayo usul M mGaMO ..ma+a xam.aNlrv.m PmMaN xMWM1,lanw.MurelM. Feuon Nprn� Ner°pMmnem.m...*l �nmm. mpee Mall Mit eM WeavluaMnbmtldlNewXtlNradarernme Y99 Pe Is e1 «+sry Md Me mdeA In Mnpm O Aaunaeb gilemnantmu bmlarelMde Ewbeelud eMMr wlllmgklima BemMp Muevw in POWrS MNMopYe fdtllnp pnX mryM IMbllqu alwtruMID nqW IMMIItl PIN/f9 "BST ep dmml Menowdy&tlb MCMINaM)WBM1PI6[BmOMeree UPoyear A wdNB PJVTngbi my Mel Xupam lot PorfmualobMeaeubbb nPlennwA OMa. Um ndeumml YBaM WntledaeM�pmM law Me btlaAeem Ion man b slue tlm ItiMtl PtlNiB viakm and Pwlre�InWwnNwVtlM �muumay nMegelNb� rn ln Vow MdtlNNnWneyour of Me Nonut at to MNUeXVa W am qy a eARNIX pEQ PUMP sell OR TREATOTHER RE TAN" MENT TANK UNDER ARM HAL GGIRCU ft ANCEDlORRIM! My RESULT MOUE DO FA OT ENTER NEEPM,NINPOROTNER TANK M My Ebi OR IMPOSSIBLE- OOUTH NAYRIEULT. RWOUI OPA PER90N FROM THE INTERIOR OFATANK MAY ME OIFFlCULT OR IMPOSSIBLE- Po`MBINBTNLLER Name a p), WlwvneenkmbrAecwM daimnrewnc�N SOIL EVgLWTION REPORT I M • +.. III•-.. .,.� .... .-, I/ d � n . o►s�In��MAFMIMi.�®F�rr�r:� i�7�Q1L�7�Rd..y�I9•A�FjYIIA'T�Ci.9C/��J�IR�9�R'AIII��J1 �_ (411I1}�1': C���II�����V[. a':JI.1� ✓Ian ©FMI"KM 0 '©'�� • DAM 6'9LJIL'f�16, ©�!51RAJi�11/'l�iRl7[9I_,C'. roimt�d��7,�:�7R["J I Soil Test Plot PI Prolsot Name Jeff Schneider (kBird Address 2613 Sandp1per Lane Woodville WI 54029 CSTM #226900 Lot 9 Subdivision Country Ealataill ate 5/19/19 SE 1/4SE 1/4S 12T 29 N/R16 W Township Eau Gene Boring Q Well PL Property Live County ST. CROIX BM or V Assume ElsvMlon 100 n. Top of W4" pipe System Elevation TBD *NRPSame ea Bsncrnw* Scale is 1" = 40' unless otherwise noted Pusung 3 BMwom House WOR is>25' fmm wpdc tank and >50'fram ee vamd area 6%Slope y To Smdpipvlsce N Propmtybw ST. CROI% COUNTY ZONING OFFIC£ CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK `Isis 1s to certify pp that I have ,fi-nsp�ected the septic tank presently serving the .�P d'Y gcknt,L(Y./ r es dence located at. ���, Section 12 T2� N, RjW, Tokn o. �Q1 —. Upon inspection, I certify that I have found the tank and baffles to be in good Condition, and it appears to be functioning properly. ..ast time serviced: _.d flow back occur from absorption system° Yes ,_ No (If no, skip next line) ,Approximate volume or length of time: gallons nu.es ty:/Mv Construction Prefab Concrete `�_ Steel Other Ma.mfacturet (If known):L. Jfyu� P.ge of Ta If known):'iD l�PnfA J �f (sign re) (Name) please print m9e r c� 'T 1Cle) (LiN mbe[) I;> ate —y-Z ror m to be completed by licensed plumber (s.145.06, Wiscons.n Statutes) or Licensed Disposer (MR 113 Wisconsin Administrative Code) Plumber (applying for sanitary permit) Certification. 1, accepting the above statement rearding existing septic tank condition, I certify that the tank ' he best of my knowledge will conform is the requirements of I , Wie. Adm. Code (except for inspect o openm er outlet b a). Name /' sign MP/MPRS Z< ST. CROIX COurvIY SHPTIC TANK M ANTHNANCH AGRHHIbO;NT AND OWNBRSHW OHRTIDICATIONPORM naWenk Anaa:: 26 �3 y�N�L4"�K_ldrn`E � v �1G✓�SYoZB' rinpenr Aamw 2.�13 SHnrfln (APE VLac WS SYo7j (v.Ilml,mlwobmlwmP�ae m.mp Umaln�Imroem em/iuom) clnrslsle\1/oon Al<�J,(i Pxel lAent5cg11nn Nmnbn DOR. �no3-z�r�pOp— LHGs�.0E5CU(B�-'PION AoPatY Lora"xnt,L__'/..��.'.',Stt.J3u T__p_NR�W. Town of r�N��_ snmuhdou `Prkr: ey-o7� -[o1.,rraY ss-,r es Sr ✓ ra,a o3.` CCIMlW Swey Map p J Vltlnmc Pugek Volume Pogek _ ym' (!y I.nl limy ihnWebk OD no ti11:VI 9MNANU I)OW tR' RCA9ION I,nPmP<t.yv®d ouiobnmix yympeepE<yysltmwuld 25W1ip IYOtmsMv4iryp<blmrNl<wuus. Pmpn o(pangimp mrt Ym vepo<mtevery Wem)emv oeeoww,aoeytq bYa l�wmW puvgv��tVlmtwpu �.<m erem<Ila Nrclwu olmm apo<mtuv trealveW evM �v Ne mSk diepnYryemm On+m P^I xN i ,wmib�.mm cLeE �o(U 8353(II°^dbaaPle 1351. (lou CcuwygmiytylhJlwrce. M`o Wpl ewwM1mifbS.6uu Guwy Pluloiu9A]mwg Depmb�nlacmtlfiunw fmlN °®`�bYlbe gxlemkvti y bNPwpmuPma lumym, eaMcmtl PlmnY,mmeiiemuedpu�et vetl(YN:loNt(D too omnb M Wen 11JN ofeluigu nnawmlWm eluVn(xl vPelmepwv�on mW pumping ll(,mrnivy), rtrea epE<IenYm uJVNaev HeWemtlwalYmd to" "'a tw AQV mid' W. mu^W a YNa <l.9mmmund uYmu to mawple We Wivem"woavmye tlypytl vpain WW LLv ootog Zom,gDo INgo WYyou eVIC Not In Wfiyxofooto cl limiwwuwieEmwl be[ou IWe4d uWt�Mrcd o Wetit Qoq Otanhpl®I Y'A'°g D4^�n( x+Wm JOJayv nl Ne Ilea yeuevpmtiwdek vg Vomgc Iov by oI vmw ofaoo�Nlmmatepueo 1b Mw Ymynom l,,WN,t .I/wexWort Weowm(e)d'be plMklrydumTW ebov b 'ofDm4 Omce. X2oT1� Dp'rH befog rcwbed Fr We Pluwvyl A Loowa Depmmt u. •.• 4W<061ee and a wPY of Ne «tlifitdmvvvry-mvp d 01 I^ of I' =I I 6E EMfwr � ry p5 yr•3Y al• J e / 9 s x` x i 61• 06' r6' f 101 flmp GYYF/) / AN v 3icr z `' LD :a7.2019 C5T-C)09 — a 57 a SOUMORT v—^ In, .m io maw W=W� i.am'a.�..enm' talW wn(eMl)�aremo¢ e _ Plsess pint an intonnawn s ¢r - Zelp LM ss ,isE,,.S Tz GEi s^l+MY O.mI¢WLq/.Nsu i LOIsBbTs t oe. .a /voo i t a i ❑=M�.oh" �.d.¢l � a caee„m, w o n.w.,mi � rso � mrooeLylo C- �S 41i%sere,.Eiaw _ L ®" ■:.ME "M MIN s�■anrt.��m�n,!ema�r���e� m. ©�IQID170G'!DWM19MfivAf�/� Pass _d_ iMO1L1 A'. rN,FmRIMlJ/YJ®7110WEil n,, „ o Bnhq nBaaBs ' ETWM p1. was., Bal im npl ntl T sb, lM np4 - EIM. Q a BW.• ad mat am i m! as ai The Depamnem ofCommerm nm equal opportunity a"ne punter and anployer Ifyou rse6 ueleuwebaeue arviueor neod meanel in an elmnne Instant, plan unmt time &pamment n M 266-3151 or II 6W¢64-8777 Soil Test Plot PI project Name Jeff Schneider gird Address 2613 Sandpiper Lane Woodville Wi 54026 / 1 #226900 Lot 3 Subdivision Country Estates II ate 5/19/19 SE 1/4 SE 114S 12 T 25 N/R16 W Township Eau Galls Boring 0 Well PL Property Line County ST. CROIX BMor VBP Assume Elevation 100 ft. Top of 3/4" pips System Elevation TBG •NRpSameas Benchmadt Scale is I" = 40' property Line unless otherwise noted Existing 3 Bedmom House to, 11 s>25' from septic lank and >50'from the vested area 6m Slope i To Sandpiper lane N property line SYSEE NeeaeT OF Txeeecnow - TnmvcuuAc snunce efla N.L SAKE _Js£�t_Se6udrtTOWNSHIP e«"YA" at III" C"Ity enEc TANK ue Q%8 o][tll W ..._;..HISINAlAr all. sol"I'll pulp HINUIVIet.r.r I Modal Number UOLDIffC TANK Sir. 6111111 Number at Compart..ItN------ Pumper . Alarm Syl fell W,11� HlghWgLer xla.no. f1m. Y.11—(T4IDx 1 --- % eIa ligoltor Width of eerier it R.q.i"d I.. Total 1119th OR 11... IT Depth of Lill T... T AmAAIto....T.A'. L it Type .1 NFL, 'IT DIKINSIONS ---. . Git w.,.Ta. aT... N� N.T.. 1.1.t T .ate: FN. . INx..eT.o REASON FOR DATE DATE INDUSTRY REPORT REPORT ON SOIDIVISION L BORINGS AND '°"T" LABOR AID ED SEE HUMAN RELATIONS PERCOLATION TESTS (115) .,Ao„a,., �„ATMAo„a,., �„„T /.pM /.1 /138X/N614 „w COP„ 0SER" LFTY 3 n - t7VIxg II I4 T 6 d (WE ANDENNEVIRIIIIISINAMAJOBI J W epc 71 ,V"TSS '°E"°ii"'°, souo" os FORTIN v _ IN IFURBAN OR 'Ile, a T Y 00 B JT E" 3E 6.. s,Z Yb' 9DO,s[. B E`9v 98 0; 6�9.. d ., f e s iy„E: WATERPN TO D INTTa 30 SYSTEM ELEVAT7*K IT OR rls L,I61 �' xIaI 13 35=t � 4T N I Y�'� aH ;nt&eL6 y3.iT _._Kx.- S1c AF. L DATE WERE COMPLETED ON «emu, iYOdP d�oi.5 '!) •/��m bf�s JFl sea v +✓a1r Sy ...rnaQ vvyvra�o5 larvfA.r .. � �✓:..✓e.0 y.�m .1.:.o pos�d..wl F 1'� ie-w-U 3«e ,SFf �h.. J,vdo n� e5 P� I .. ✓ej lu�aaJ� So/ � FEavL v a ral �✓�uG I I _ �•'� Y �°I ..q n I I I I L ,nb i I '�'�S !,s I iF � I I N� I d dam_ .,,ss � .;y„ iry. =,i,6