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018-1099-47-000
s Nigpmevnie,"fc,a°°ga PRIVATE SEWAGE SYSTEM °0°V' StCrOIX INSPECTION REPORT IIIPent N. gis368 GENERAL INFORMATION (ATTACH TO PERMITI rra°mx°. �IP�e �. Pie aq Tri LoganKtmberly m cad v�ap`TOWN OF HAMMOND n.a�xa 018-1099-d7-000 Ind, .99`>b p..��pr°a G-Z G.5 a„T°.. k=°p rua0929.17857 TANK INFORMATION ELEVATION DATA TSPB MANUFACTURES CAPACITY STATION Bid HI TO BILLS, Sepllc ki— I ZSD °mark 99. / Sof° 756 AlkogLlw. Gauti a i.4 Ti.b p L 'A, led f- 1 ems. se+.N • /z. 96.49 Hi Si hit IZ.9 %D, 1 TANK SETBACK INFORMATION Min SAM iANKTO INELL BLDG a ROAD Of Im W I I I s"i \ se4 I 1 Alii2N Mo— m" Ash5 mama I, NIA V I emm.,r. /01.7 Allell, Dist Npe 1,5 /61.7 Losing amid: °I. B„mm Z. e POMPISIPHON INFORMATION Flnal Gratle Q 5 /DZ , tic er bit �.,IL 44 ,z4' G PN ModelNPm°a z90 99•!0 TomL, r°Ii Ty3 `r Tp. ma. e°f Leir°w.l BUIL Y I ION SYSTEM I T. G m` J uNESTOBAS 11 1B39 AAi Arr Unda x°m,a. DISTRIBm Of z 7� a e y 4 "i madvirraded,�..r., f .7 ssued dif ,..spa w°�`L 1 e«ariedded � .. ® Be COMMENTS: pewee cme eboecercieq Mi peaem.', I Inepi 91 al Z4//a ONTO, 02 1 ATBmcee��p��o�- FIJ.,_ Cerra,dm+4, sj z(Brrpae1tisclength = Z7 al 10 Pl,Ri aF� Red,e ,sadd „T� o/S ,f 9 w ly G y L �6 3�l 5 Pump Specifications 290 Series 3/4 hp o m w 30 h so m M w eo GALLONS PER HNUTE ww,�15 wb u�. ,. n„ft � � )A` 1'� 6xfttY a0 -9:Igi GrvRFm A,P. Z1 NLll Gw9' ���µNwYe mbPW mgGJ pd O. Boz] Ma'I1Q Vyl S➢A1-7182� wm, 'L�1 G I53� g z iots, aorta \pplicaHe ,P=P=t 021M ° w*s.Kws ma+m M�tiwauv m��wm dm � ass✓ mnmu4ve.m�m1 y � wl� m: seu�W Ihv L o¢lLM(uwaoe�Pl IIIGIo.mWm C � Prymy Oumm.leui� � mevv � ffyyrr�� S�v�W .Sure FSassNimb P aBNJbe (dWAWtapply) iW, ti iN�e 2 Furry MCWvg-Nvmbn ! / ❑qa ovu,.fa CSMNa $x 7$ W. s=4wir... e.. oe n.. e. c.moid<I'll e v.v ei.d N 6yaaaa rows a,,,.wc - .cm�a o�,a�mcpm.Ceo.v.c�a. orwme_ - om�aoc:b,��:Imd.a1 .. w, N,.,,a ` ci , 5 �.tum 4 _ ' 90.m 9 iAr a P w u.n. -w Raxius m rcs rewP 4d i4LW e2. iA W� =MM'Nn[ub'i saa Am�1Vtl) no System PLOT PLAN PROTECT Lonan Kimberly ADDRESS narvewell St Robeto Wi NZ015 SE 114 6W 114S e IT 29 NIBn wTOWN Hammma COONTYsT, CROIx SYSTEM ELEVATION 100619eanchfin 911/19 BEDROOM OATH _ CONVENTIONAL AOX AToGRADE CONVINTIONAL LET HOLDING 'TANK MODND SEPTIC TANK SIZE 1255 gallon ET LTANK SIZE DOSE TANK SIZE T65 HOLDING TANK SIZE Ixu HATE 1.0 AHSORPCIDN AREA 600 k of cbembepnonB kE BENC@ ARK v.HP. TOP of 1 on love pipe WORSE ELEVATION 10' FII@t Likenne Filra ❑BOR OLE O WELL 'B.R.P. aB eebeneDlDerk P°/CpE, y 174m At 1.5 Acres Scale = 1/4" = 10' 0 40' so' I Area 15' below system is tore4 undisturbed Bedrooms Pro s BedroO t�M m Well Is to meet all WDNR setbacks e� 3%Slope S-t 6.5' E-3 0 HUHcutl Combo Tank 99' redingYa to edons to aiva0 off m avAt in M' 5 2 300' Properly Line 4�f5 64 'W�,.°e DIVISION OF INDUEL SSTRYY Sry RV LOISEES `gu GREEN A 1 6ea^HP11 FAR Frank AS.pvvlpgramehnnuery"'i ymrw ammnpw \u\. oq $ep@mber 11, 2019 CONDITIONAL APPROVAL PLAN A PPROV A L IN PIRPS: ED 1 09 11 Plan Inel PWT&091900041-M STATE R BIRD lalz horn St New Richmond Wl Arm SITIC Logan Kimberly 102119im9. Town of Hammond Samlcro6 Conroy Tool Amount: $8000 FOR: Dinmudill 606PINRmimlMnu BWroomr-New hismaw nee Required p;NALLY Ll r T o1O r' ,611 cY YEL.'IC fS -Xam t The su lRel described above has been revlewM far chnfmmvnee w to appnuable \Vbwmin Aunnimsuallve Codes and Wisconsin Stamen. The subkn.tW he, been CONDITIONALLY APPROVED. Thinryapm ielo me ued and located m ..dan ",in the nni approach pew and wch any comRuder manuale) referencedabl The owner, as dafmadlo chapter to L 01 C a), Wisconsin Statutes, Is respon Tle for mmpbenM with it code buismi No State may engage in or Work m plumbing in the stale unlesslicensed to do so by she Oepatmeol per s. 143 in, The allowing conditions shall be at match romWmmo or installation and Poor ..puny m use • Pmeeve dispewl wren prior and during mnstrUtim to ,old disWrbance, mmpvmionand uw,ftheads, • With new 101opulnm It is recommended not to users, the pump In @e hose tank coup the lank, art pumped prim to homwwneroccupancy. • WatmaUr gemenated Rom contra hms cleaning of equipment and tool, aud/,, left met consoutlion produce shall not be d... handled into the dome diwl Raing to the proade Need WVMnat,r babalsystem $ M (POWTN generated shall be proper, deposed of,, -site or off site • Any And gm 1, lace I'd shrubs shill bee Iibonvnd re wed p.. tilling the rw :fide for nsWlmionm saw me mMing under the dispa'sal area. All tome A. cal mNCial to be removed from mood we, • BRAD earn.. Name from POSTS Area. • Peter to construction of the di,pemi area, check the moisture content of the soil m a depth of ginches. Smearing Rod Mmplano of de up Pill emlt In redu.ing th,mNimtion capacity of the mil Propereal monturecomert can be d,mminM by rolling, oil a ample between the hands. Its r imo n lapin IN, Dealsea nsa ws po pmiV a If It stumbles, sic, preparedon can proceed If the site la too won to pApi do not Al until it dries. • All Piping ship eonmrmto SPS Table 3d4J0 o3 cad BPS IA ble 384 ones • mmluu building saner beyond 30 llv per she 392a0 p pie) • Well Sediments to meet she. OR 811&812 • Tank Installation to (flow all manufacture's mmmmmdation, • MPS 305d111(e)The management plan for a POINTS shell speolEWly Address the or, mlng mmhmics of a, aerobia or anaerobic tmeMam lank or a holding tank where enhcr of she following conditions exist: 1, The IVAI of the tank is laMNmom than 15 fact below the elevation where she Sam ding had l s loaned. 2. The bottom oFine tank is located mom than 150 het hodmmally from whmnhe sell ding pad is located. • Verify property parts) Fit or to ",tat tat l of• . Pamp Flmts to be set and veHflO per approved plan. Any changes may result n pump nemng to mat TOH and GPM Speeilatmi • n rewthat cm neoyt¢I u]in n Ilia imp, .md bcu0a,+ educe urea oat -fn f 1 nm.bawared f he mcotwn nun be ed . lT It at of 01 A III It IT ri isn....... or, the ab %ru d uomaad. to ptwl de offireal raletre.Ll t Jaril Owner Responsibilities • The coal ownea and cash mbsequenl mmm.shall receive a copy of this loom including Ines tbmsmlaMg to proper use and m,wens 1, if she system Owllu'sshall mi a copy cities epmmP•lab operation and manual and/ or 01s manml tonW ISe 3pmval hc POdM In this epSHIPS.t5J1 S 38S. to he Avenel this Sall absorption system of any of its component pans mu[voabm so at he came n health heard. the Troops come, muss follow themntingency plan AS described in the approved Alone. A wIX; of the a 'proved plan pevtlla mold letterchi„afish ben Jmn o u open to c imp io eu byhwiud epmmanmly Ithe Depa nswhich may include local Inspectors�eAllparme mgolred be the Weorthe bell romkipeNy shall be nbtnmW prior to commencement of eoonmulonrmrlallHlo Nopemtiou In WWting this epproml the It on of Indi Sul""Te to the require changes mnddmoes should conditions aCwr making them necessary for ad, consolidate. As per Late smut lot. 121 nothing in this review smil mllwo the di of the imporrsbbhify for dssbgAng a safe III Lnemre, m Permanent Inquiries uonmator this.01aspondmm me) M mad, to too au the adephnnenunor listed tlelmrymy the address on this losishmal the an... left addmtuc shall provide a copy of VIA lever and the POWTS management plan to the owns and any Others who are respaneiblc for the l mWlladon opearm, Am m pleasure of the POWTS. Ifianks, 7 9i�i .. POWS Fla, Renewer— Wastewater Specialist Department of Salary of Professional See. lots l Oblslon of Industry So,im Len�atrtinnelno, (N608 516.6134 Cover Page Shaun Bird Bird Plumbing Inc. 1432 1201h St. r 6rt' Gs New Richmond an 54017 715-246-4516 Date: 9019 OwnerLagen Kimberly Location: SE1/4 SW1/4 S9 T29N,R19W 1023174th Ave Hammond Manuals Used: Mound Component Manual Version 2.0 (N.01/01, R. 1 N12) Pressure Distribution Manuel Version 2.0 (N.01/01 R. 10/12) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross SeMioNPipe Layout 5. Pump Chamber Cross Section 6. Pump Curve ]. Fltler Spacfications and cross section 6-9. Maine" and cont gency plan Attachments: soil test Shaun Bird Signature Licensenum r226900 Page 1 of 9 System PLOT PLAN PROJECT Lis an Elements ADDRESS 114 Honest St Robane Ad W16 SE 114 SW 1145 9 /P 29 NB 17 W TOWN Hammond COUNTY ST CREW SYSTEM ELEVATION 10091.9'Sand lilt! 9/1/19 DATE BEDROOM 4 _ CONVENTIONAL RAN AT GRADE CONVENTIONAL LIFT HOLDING TANK MOUND ANN SEPTIC TANK SIZE 1255 gallon LIFT TANK SIM DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD GATP, 1.0 ABSORPTION AREA 600 p of ebembew nape kk BENCHMARK V.R.P. Top 01 Lb par pipe ASSUME ELEVATION 100' Filter LIfte Ie FflIR ❑ BOREHOLE O WELL .H. R. P. same as bopChmmk 174th at. 1.5 Acres Scale = 1/4" = 10' 0 40 60' I I I Area 15'be!Cw system 'a 'a remain 4 undIsta bed Bedrooms Pro 3, Bedroom Well is to meet all WONR sminale; 3% Slopel AI H3 M. B.W. B-2 Huffmo Combo Tank Goading is to be done m dived run-off away from system 300' Property Line �) 9IS Mound System Cross Section and Plan View Dulassuslan Feet A `I B %J D A E $ t1 `i W 1 '""'v F ..8t G S H 17 —f lo K g— L Slope� I' l = Topsoil - ASTM C-33 = Clean aggregate = 4 m. sch. 40 Pvc s_, Cap Mataihl mend fill ® YW2 Y in dia. observation pipe ;�� 0 Ft Conmw Slope Direction GENERAL INSTALLATION: Em mound sma n saked out along the design immom. Existing vegetation is mowed and Caked off fie site. The moved basal area (L x W) is plowed with a moldboard or chiselplow, plowing may not proceed ifihe soil lawet enough attheplowdepttimforma&inch wilwire when a sample is rolled between the palms of the lands. ASTM C-33 quality, sand is placed lmmedietely after plowing. Sand is placed widr a tracked machine keeping 12 or mom inches of send under the tracks or is placed overhead by a testicles. Special care must be used when placing sand of less rude one feet thickness to minimize compression of the plowed surface. After the topsoil cap is placed, the entire seemed is smiled and mulched to promote vegetative growth, limit crossion and protest from fixvng. The observation pipes are slorted in the lower 6 insists and secured in place with repair or a closet flange. 10/091gi Page ��of� Pressure Lateral Layout Two Laterals —End Manifold p < D�nnnt Lateral Torn -up -up Plug Fares ain X L T Long Sweep Bead fiov Nehva;tlfl iametertInDiameterInLatemis BomProsm" System Coostractioo are consiruomd of Schedule 40 PVC Orifices me drilled perpendicular to me pone with a sharp drill bit and face down turn -ups terminate with a mmaded plug and are enclosed M a 6.8 inchn diameter lawn sprel valve box accessible from Mished grade. emeterInpipe. aYIn. %OnficS,16'0� S awn LenLateml old LwFtcleanout DiameteIn, n Le — Ft. ••••• Grade • ••• 6-8InchLawn SP rdlcnValve Box tI � o3/06Igj Page _ofL Septic -Dose Tank Cross Section And Pump Performance Specifications R3'i�61� PiPC Mmufemwu ` prymModelNumbm Mivimr®Pump �mfolmmc<aegwrN OPr Ft TDH J (lT1�R9[rT1T��.]Jj fTS�TAf�lIn7�� `_ ®�A Mmhale Min4• I': �Oaf_- v.• WN Me TV T n GENERAL MSTAUA"ON: 1ue s<Ptid aok u bedded eod Esst ful<dtso emadmce rwle m m uf¢Oue's Wodml sn8'ovel apae:ac�°°°.. Meuvwm deph o[6mY menra've baWne deuiw (Vtllark) h erreeded.nmom pnm 8pprol'e�. MWwI<corms exporodmeMe mlbe Wdr arnh wmmtimit fiuiuy.eM ���. piyiogm We iokl and auPR is of epmovel mYmW, cmive0led 4id on mbb milb Ptll'tPt �°8mse�^8Thetww vumly ilmv<O wYh a^Sc6.40 PVcbbrid8<Aewk ElamiW� lu<wiANaC300 evd Comm 162V. ezrmvedou Wdu skewuueledwefw0@LL PBgt , of Sll05 W 280AFSERIES 112 hp Submersible Effluent/Sump Pumps ilia liberty 2g0.5wim amnam a Gaut e/fMhn "mio- ra^Oum Pump rorun-eM wtewateraysteme, liquid wore bdnelaraM cn'nmemlel bearydulyaump pump VOKI aona thad require nigher noee or rtnrefiow, geaigned wound 1-amova unique •Oni-BW'castng the ONSeXq will provide years M mila", peXormance. All Matleis Feature: . Vurtex Mylelmpellm permuting Possege of wild$ upw%• • a16 aWneem aMe.' new aheH •PamuneMly lubdolded upWWd lower ball peering • Eli Pmeder ca tlmleb •Al fWAper ra_corrvagn-rwisfont Malnleaa ster: • 1K' Oalege •i Wwipe eteal bohm acreen- welllyr movbk • Medmum fluid tanppeure: l G F. n0 wCord 4nollu Mwbl la• 2 1- %'(-Ig40' ado sr.ntlw o ' _ m+ amnm,e o nw,el _ W v WA 1B] epntleN :eW 2,s e'�`"a pw`mmwan�mbs 'w,mnnlmau., Fa%m.:fwmaAl2m xMM m M1Mot SPeci/leationa %ha 6014 IMSORPM PSO)M.11nrmal:y tad I.Ga Pxmn vpgpHoft Cepeultor .Oe Bmpa(RSvp O.OamIp1-N^mO^�'I o n ]e 111a IN IN = M t11 perMmub Dimenalonai D, - W.161R 29lba flelBhb 13r Myer MYlMc IV (model28n Minimum Sump Diameters: Mmie NI.TB3...10" Memo 287VMF...10- An �I ra exWrywWw+m.im.�o.n. omawau ��amormwmm�imrq� nit mwy� iyl L 9 011� Mglel180Iflooly%itch Me�uel,Mdeangle M0ee12B1 Mod� 283 MMal3e] hnn Wdaangle duet SvmAm VMF$alee Ihaanes nemwmag- n flNtfw diflacuquxk necl 1flory-beckl warpiM- plug wlllawratein Sum���1ee p � oVPus Cemfed FY16ee)�µ18ee 1/4e]b FOmw.]u,r, knee.vague .aoge, Mw rwklafe. iM7980AM108.26e0 www.M..pammPamm ma�ae,e�.,,r,.m.,.,,a, POWTS OWNER'S MANUAL S MANAGEMENT PLAN le E lnroxmwuon scam I-0� Tank Cepauly J` Gc Tank ManuYadmINDESIGN PARAMETERS INbr Manulad di GNAM1FlXarMMal / GRADNA TeMCapadb UNAyGO d Test ManuMbrerDi roa(Emp,(ENential "M ( MamXeaWmr ONASct Appf fan RaM mww pmwll�ks) eves UNAIIMIre ffidenlOumlbaElleMUnpFat, 0i16 Grease(FCG) O tar rdi sewn Fakir OPeati rEedhil el O)yen DemaM (DODd aEDman. cnalY®IAweaon 0weuamTorl Suspemle] SdMs (TSS) Ow t IndKdMn 0OlderMCMmPmhaMeymwnlOuallp' NA MollWy wempe� rsalC ks)muM 1pravAY) oingmUnd(deaddek])Total Suspended Sold, TSS) 00 mpIL rztle 0MounCFecalCaUam(peomeukmearn i10'tlWiWml n aOMee MevYnum Effluent lank Seek NinTdemelw V4w5pWiMamvpul ramYewwnnaa to va�nretµ'nnw+nuef rasawur. SeMne Event Sorvlcn Fmquency Inapad PoNNondUnk(5) Af leazf once every Ll monNs aRs) (MaHmum a yn{ Pump red¢Meres of Oak(,) deed sludge andzam equals mafNN(q of seek some Irtepe] capemal mll(s) Al lwel once erery indent rt) (Metlmum l yea.) Outsell Af Nrtmwdvery amonN what Inapt Wmp, pump lenders a alarm At least ones every 0mdnM e) ONA Flush seems and pleasure fast Atbeat once every JG monMs >0 funds) 0NA Nka WM bury G monds 0 ",,0) G NA Atbazlmmevery Gmrlat Gyear(s) ONA MAMIENANCEINSTRUCTIONS InepeGbll¢ al Matter d near. al stet Pl aII Mmada byen kpN POArPsM Motor of Ma NY "ng llmneee or mNblMs'tarteralumMe: Mader uen Clarde¢4kbd£exar pOWBInagdM PO rarely any nessing Saptpe treatment Oparakr. Tank iks a, leaks. mueasum Ma aoodol NepgArnat Me a and bred addany mis¢ilo anybrocn oOfe effluent Of, P, orleaks.mea¢ura Me voodoo af¢mbMN eW]ga and Scum eM bUetlr for any WJ(up w hot ofoundrien all rods N l to crack Or any Tledlsmf after ( anMene Nej s arprods To sMa'k Me aefort O Me noreM¢aMonpipes aM la cna]rbranyµndno let Me Inamorata tlygmuMition Me dealinga'toryau On Me About effare ma/Indicatealutof contends,dalrequn an NaImmMiebn"dold(4 of anreal Mereghink aurMM WM1on Moer of Maavimulati he o15Ndpe and uum In airy kinkequalsonr and spsed ofiofnndnkwlume, N¢ ended3.casket oliMsinkwall see removes bya Sept]e$aMldng Ope2Nrand dlapaseaofm aaxtlanm'MN c1e N0. The WlyAngn Mmblslmers,CMe. offermrvkYng aloe or l fiXers g, ail k d w Monsanto POY?S component, prenmatbmenl mnpersent and any otlrermalnfananm ormonilwiy ail at IN ti model Or Me small ne [MamM W awndand PONTS Malrealnm. A eaW(1 repnt shall de proNOM to me lcoal Plausibly auMety MNtln 10 days of mmpkA r, of any urvke surf at START UP AN D O PERATI ON For aeemnsmsers. M,r to use of be POINTS creak Maser OrAf a fd Ne announce of passing pMuda or rimer Memrat met mryImpede the treanrenlprma¢s unsettledness Me disposal OAKS) . Itlughmrweebabo are delecbi M1aa lLe mnbnta dime bnk(sl mmovM byaseptge mrWtlrg aparabr prarb um. PI, START UP PRO OPERATION For Mann wuWMn, Orly (o Me or the POVJTS &I teennenl dnk(el Or We oPoaenm a pelnlln0 PMucl° he What tM'MmM MET magi )m�e Me nOw Bwe mane aemeee t o dk reel Al(e). n FqF mnml are deb led Fur Me vnbnd m Me Stated short up shell not cavr Men awl mnaltlme a, Need AN lnnnre0w surf w ounnp pcxer AWK, pump look, may n0 eons normal NOMDO NT cove@. Warren POOR le revaea No emcee Wlwnlw AN be dimb"0 the NNOM el mute)I We AM; daynvanoeo;n0lnecMINO and may MM In the doaup or enr(eY tllec of eMu To W,d Me Wuatlm Nave to whem a of Me pump WX remwetl by a Seated aphadd 8 Opmebr PMr b wharng 0>avnr In NM elllwnl pump or mMetl a PIumM or POWIB Melnblmar to Noun In merrv•IIY oper•NnS Ne Pump mlNtle b leeb• tunnel Ytele MMn Me Wmp bank. Oo nrtl 6MempeMnhNee ovv band arq tlbpeMl mtls Oo ncltlme of park oveL IXMhalw'GB aYNd Or mm{ SMeeM wlMln RW oWpeNyry mountmwarg meoa mwMknarea. RMWbnabynWOOD, Na'e (s InA hOT meweabneAras; a ImyIingclo Me OM deenm eltlpm0np; MaxM¢PWWTS lmndI (W,rp pu baby an,b t and bulb, et N mtmn deco.: u"e h rrM aenbl Icon. tliWM tllNtlems M: 'uuMNlon EMn pump way" anyr aka ee vpMdde peef Dayb marline', Arem¢I FeAldaee: meet evepel mWmX¢nal dll p•IMM pcauM: p•maoee:eemlery rlwke.:ummne;and webr nolrenerban¢. AWhen No PENT weninP dorevs coop I, pvWohMO-mMotumlmme Mk.Nne61 M¢eam WanpImun met Vn staled le pmq(ry eNMIelyelgpaOmtlln compliance Who chepbr Ccmm 83.93, Wleonvin Atlminl•IntiveCode : • AN pIpMOr YnXa alp p'p Wlbe tlYMnepetleM Ne eCaltlorwtl plpe 0penlnmwtletl. e IDeumt,,D NYl Yaluentl The MAI be removen and Pmmrly0lepw WAYS epape$wAdrp Op"M • AMR qunpNg A bade and pan PON W easvxW and removed or they wwn removal end Me win aped ORION AM 0011, Bbtol w w,flowlnM wlld materiel. L UWE Mlle e Nthe at meant M n IM Me Idor,ma meewm have een, m mW be tow, b prwde a ode mmplLbl repl • A WyMem'. 0 A e hypo enema area shoe lae eon nvnlueom eat may derne and c Or to lomnda W o ad he INnt mll upon mWiw sTheM and tree NcuM be proyacadWeapon, Rod Ron andP end mnmwbn and Mould hod M edn0w 4 a In a need Imm Mes to eatuatlw to aRUGure, Rd Ron end PRO FIRMS bond We"Mmmt vet Wpuy AM YNengetl Me new mll and elle ereluetlm b eeleallah a aulWieryYeummleree. ftep'emmeM •ybma noun mmpN MF the naa In o Mt m scow replemmem Idea N hod enelWbk We N WRI an'Lor mp IYnpM,nA SI adv¢nm¢ In POWTS tOc WW V a Went; MIS MayM Irebmlw an a RODmn rto reva pltat fallen POATS T M Me not Swan evmuNea to We" a uaede mgaMmnt ereB. Upon phone to POAr t WI Wo eat evelwllort oed0 mlemur DART POINmpummrt mpo. Rmmpbmdwtum N.nNLbM.ndamp Imw mtyMmeml.dm .lax Mnb IMMI O M Ia1M pawns. �M�tl, re �Ia Wyn" "Men, or may be WM Mee Man In elM.t YlNal tlmtmorel of Me blame el to amfilReave \l .yammemun mmph gC,PUM EN xPAND OTN ER OTHER THE TANKS T TMY ANK UNDER N ER LEmALOASSESAxd'OMe MAdEHTOMYOER WYOT `ENTER ASEPTIC, PUMP RR OTHER R TANK M Y ME DIFFICULT (CULT O I CIRLUMSTANLES, PdTI YAYRESULT. RERCYE OF A PERSON FROM THE INTERIOR OF ATANN MY SE dGFICULT ORIYPC891BLE. POWTS INSTALLER POWTEM WATER M SF n e VLCINO CPEMMRPER LOCAL REMULLATORY Nemee� ✓%Cn�ya�y,L�L ' Pena 7/J �—Jv PIN dmmWewcompel In m lonw AM Wegv SM ma.aN9@MtI(d"me aaaact). mapl.MhoewmamrNieYn CCY. N.m. ,p�,-,. PFWe n f — j 19 F}F 20140048A SECTION A SOIL EV AJON ( AT o •^ mlREGEIVEOA mom._ j o N49 2 4 i .29 e•ne sE Pi N oa o o.� nioo' //m yr ncs vs a L4mm.„d Jana Fnpv O E-s IZ0103 PFYPo.P/9E9 D�2o�O3 F,7 —. 0 e o m In sA es fv z 9-IS 5 n b K - .b D 8-241 Lc9l CZP7 .sla 3 Omea. �eoni 99.id n rvynneapuv�_n w x.r p.g 10 1z Zn� m�ry 5 r 0 42d G2P-1.5 �d j B ll3�� �7 <L �z •• ft+n Uik ElMo aft w.. lok w, opneb+fTuu (5 mmmm ©em�R�r_r�sea�n��R�RSA� A'Dk7Ai1R;%!IRG7�MAP ARP7�6a.'7r(Alf1r.I?9Q:�R7 M��1rt1���� M ■ xAl'W':�IAIM'�LWALO99CRP1'ION:_I/I�II(9_T_N.R_&e)W EIPVATIOX:_ /pJ tl eM 1 s to of 143 c S ATIOIOx: BM3LEVATION'. pb o; mn2oescurnora )o of L` �„ e� Sns EL AnON: im.90 Sr MTnE_ e-1 _i W-aol - n8 oVED awd�aagsDms,, . i m( zolwwayi p W 63ro7o.6o.risz vm ror-nsz �o�53�g ss'Permit AppKk ti ��.��m�sJmmm»•re �sems �,®.wa��wn am,m m � 1 - III/ol3 ., � W�-r� •�i� 'erumn m1A pc.lat9-4"7-ao0 om„'�,x®•' Ott Loim e,wrnwa. m .,w�rwem � �€5r xl�ylr, sdo••� �i.s� rm caa. n�m K F.�,mea�w4..ute..wo.r 3 y mnme , oGna m.r Loe. m. o. vn.A camWmu�eawn mixr m•wo�s,�KTowemr�.w.mm.o.,ar�rms� o� ��,ar�em m m„�x�eo�eo.,x,•m 99 �orm�n•� o ao�..me o R,n�s��<am or�m.o,.ia«i.wu v.m .m ar,v..nu,m.m• wyemo �m uuwaxi. 9 obraa.usq=n=m syrarum 4rear sn o � w Lh W 6 mlelMy Suw r4m• Wes• empty �ZZ —I ^ar0 y onNe m, Vw Ool Km m .ws�W.mxaara,ruw. ® %U-wrp PROTECT looeo Somali Sy91em PLOT PLAN ADDRESS 114 Newell St Roberts Wi U015 SE 114 5W 1/45 9 iT 29 NIB 17 W TOWN Hammond _ COon"rr ST. CR01X SYSTEM ELEVATION 100.9' t,g'SBntf IH1! 5/30/19 CONVENTIONAL XYX DATE BEDROOM 3 AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND AN SPPLE TANK SIZE 1000 gallons LIST TANK SUE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD DATE tD ABSORPTION AREA 456 _ isp of mambers none BENCHMARK V.R.P. Top o11.5' put pipe ASSUME ELEVATION 100' Filter Lffdme Rion ❑BOREHOLE 'O WELL '1LR.P, Same as benchmark 174m 91, 1.5 Acres Scale = 1/4" = 10' O 40' 60' Area 15'below system it IS to remain Undisturbed Pro 3 Bedroom twaa 3% e-1 9R 5' Slope 8-3 99' Ml e 2 ovu rmpeRy Line Well Is to meet All WDURS semecka Hu!Icult Combo Tank Grading is to be done to dived run oft away from system W= Mv.R OIVISI ON OF INDUSTRY SERNCES ♦ v 4 _ ' GREEN �VmIlSPcame 5211 N LVI3 PI. Po coup Retry deaki blipGams11na na m ornnanyaneeae iNew wasidamax, OR 9y y I �Oo•amor i July L2o19 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2021-07TI Plan Review: PWTS 071900962-0 SHAME R 9iRD 1021194ms llammond W154015 SITE: Logan Kimberly 1021 194n Sheol Town of Tramord Saint Croix County Total Amount: 5250 00 Rae DeacrlsMns I50 GPO l] Beelmnmm - \'m Comnn Maimanance Rcqui,M me: CITCIIALLY A[ -RE:LD Dec: a .:,,fp:IV area mFs D.. —. .__. _,..;EmtleeS t..1—oal- Mound Compmwnl Manual -Ve[ 2Q M0TICad -P CYTIo1, R 10,12) mound Distribution Component Manuel -Va 20, SGo 10706-P(Nfiber R 10112) I he submilt,[dimi Abovehas bun reviewed for conformance with epplkable Wisconsin Adminb ive Rdm all Wisconsin Slmula The sobmi1Ol had ban CONDITIONALLY APPROVED. I his system is to be consdonal and lowed In mcomamesvnh the mtlosed approved plans and wits Amy component remalb) TeRrenced above. T,.ownv.azdarned,, cuapter 10101(I0),Wluoodn Stmma, Is responsible for compliance with all code aquiremena. No prior or may engagcin onrork at plumbing i, the scale unless licensed to do so by the DepMment per a.lessee The burning ... Phone shalt be met during construction or chalmlon and prior o occupancy or use • Pmorve dispersal area prior and during Current to avoid disturbance oempazlion and uw of the site. • With new ended at to aarwae the pump In the I... WE rd the mks am pempad prior se homeowneroccupancy. • Wastuanva .... Rod room contract,,, team in of Ran Damon nM mole endror Iall over cc mechanism products sual I not be it cm,, Red Imo the denim disclaiming to the pmmn matte waerl lmaMent system (PAri WagegenmtMaallbepmperlydl,p,wdofonsre or alfsite. • Any fell grasses, leaves and shrub shalt beam rban and mmovad prior to billing the a,,I.. fmmatellumn, prevent Fully "del the dispersal area All from organic metered to be removed from mound area. • Dived surface water lmm pOWTS AMR • Prior to ismanetion of the dispersal a MR, nee, the mo6lun eonhnr of the AS l to a depth of 8 mchea Smearing and mmpmling of wet soft wi ll result in inducing the inMotion capacity of the and I. Persian sell moisture coneve set be dow, road by ml IT as a so, I warm It before, the hand& ifs Oil Is l at, aI 14 Inch wlot Me She is too wet to prepare. I f it crumble; al it PmPam(mn= prolzW. If the aI4 is too wuto prepara do net pro and until it do, • All piping shall mnfmm to LIPS fund38ULL3 and SPSITitle 384,30.5 • Imulah building serve, beyond 30 Rat per SPS pal (II)(c) • Well utbaeka to meet ohs. by 811 or 812 • Thnk lmulblion to follow rill manufni,w'S Ixommendatit • BPS sell hod the mmummem plan for a POWTSshall famficnlly address the w,hall mmhmim ofnn aerobic 01 mullblc treatment conk or holtlhrg tank who either of the 611owing condlrwm W sC I.'Ihe bottom oI the park is located mow than 15 Ref below IM1e elevation where the secoung Occurs lowed. 2. no bottom of rho tank Is loomed more Than 150 feet homonmlly Idiom here file servining pad is wooed. • vetlfy Pmpem line(,) prior o Installation. • Pump Flow, to be ad and" lined per approved plan. Any change, may rmult to pump whoung by meet TDN cad GPM Sldificatim, a50al nrcnmalled w 111 rock fmnmenrs,u one lxmldcw cola¢ beS pales, it mdrod forpmpnt mumm if I,tuba aide 11 11 lrfldmfl_Lucy, aSIT' difro of lc"'I'd lecrn , It ITT g d no 11 Alo III f I ha Th,,sound,' er rs a n0.'off t: pi A, iddaust Twos Ova Owner Responsibilities • dust curmm owner and each subsequentownv, shall rcxivc a copy of this True, including lmrmtiow relating to pmpee use nod maintenance of the sl Owners dull receive cap) of the approprrntnoperp iom and n• meal and/or mmual for me POWTS described in In is approval SPS 38J3d(IJ. ihun atttmmmor this soil Irm,ado , of it, omp0nm pane m,Wnc awour M1emrd, Local owner mud to l low in, ntingency plan or described 1, the approved Plans. wry of the approved pion shown ntbns and this Igor shall be So Lid during corkrui and open to inaPorslon by nmh0r6N eprmmtafiveS of the lkpanmcnt,which may include Ideal nspecal All pmml6 mural by We stalmnhe local mm[ip is shall ir obtained poor to wmmewumam of wmuuotioNlnsallellon/opaatlon. In gmnfing this npat Me D... soon of mount 5errim rw1I as the TOLD to require eM1v,gea or additions aboard mndblo ,luck making them recesssryfor code oompOmce. As for mate Start lot. 12(2), nothing in this invlgv and relieve tha@slgnn of respmoblllry for donamoe a Cope brdlpng, crulm ol,poamt. bpoltles ommemiw this oonreard enre may be made m me at The ldryM1rne number unto below, or IM1e a dome, on this lenerbpd. The above of adart an,[] made a copy of this lnurand the POWTS maregenem plan to IM1e owner and any olhmswno mempma161e for the InSRllarimc operation or maintenance of rho POWB, SlnrcAg I f%.ewk;, veeenf Tlm Vander Least Private Sessage Plus IT Carter Division of Industry &rerun (9200491, Moo- do, 6i00 am.-3:30 pin 6111 "lm _ 'i.6uv Cover Page Shaun Bird Bird Plumbing Inc. c �r 1432 120th SL New Richmond W i 54017 715 246-4516 Date: 5/309 Ownerl-ogan Kimberly Location: SE1/4 SW1/4 S9 T29N, R1 AV 1023174th st. Hammon Manuals Used Mound Component Manual Version 2.0 (N.01/01, R. 10/12) Pressure Distribution Manual Version 2.0 (N.01/01 R. 10/12) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pips Cross Ssction/Plpe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7, Filter Specs icatlons and cross section 6-9. Malntance and contingency plan Attachments'. si Shaun Birtl Signature _ License n ber 226900 Page 1 of 9 PROJECT Letter riEnni SySBN PL01' PLAN DRESS 114 NBWell St. Robons Wl 54015 HE I/4 $W IN3 9 IT 29 Y/R ll W TOWN Hammond COUNTY ST CROIX SYSTEM ELEVATION 100.8' 1.9 sand lift' 5/30I19 3 DATE BEDROOM CONVENTIONAL %KK AT CRADF, CONVENTIONAL LIFT HOLDING '1'A NK MOUND SEA 6P.PTIC TANK SIM 1000 gallon (T TANK Say DOSE TANK 31EE 630 LO HOLDING TANK SIM AD RATE 1.0 ABSORPTION AREA 456 p of chambers none hk BENCHMARK V.R.P. Top 011 So pVL pipe ❑ASSUME ELEVATION 100' FltteP Lfidmoe PIRG BOREHOLE O WEL1, 'H.R.P. edme Bs beoohmBM 174tft st 1.5 Acres Scale = 1/4" = 10' 0 4080' I Area 15 ow system in to remain unamturoetl 3% Slope B-t 63 Well Is to meal all WONR setbacks HuftcW Combo Tank 99 run off away be m s st biverl run away from system M.' IS 300' Properly Line 2 � r� Mound System Cross Section and Plan View 0 - l - Topsoil ASTM C-33 P 11 dfill -glean aggregate O =4in, ormmo pi G Mammal / m 2 K in. die. obemation pipe c Geutextae Fabric SOD•/_ft { t �;� IT Contour Plowed Surface} e Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design contour. Foisting vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chiral plow. Plowing may not proceed if the soil is wet enough at me plow depth to form a A inch said wue when a sample is rolled between the palms of the hands. ASTM C-33 quality send is glazed immediately after plowing. Sand is placed with a tricked machine kceping 13 or more inches of sand under the tricks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one fact thickness m mmimfx compaction of the plowed surface. Aaer Pie mpsoll cap is placed, the entire mound needed and an heed m promote vegetative growth, limit emsion and protect from hmzing. The observation pipes hotted in the lower 6 inches and secured in place wiM rebar or a closer range 10107Igj 3 Page_of�__ Pressure Lateral Layout Two Laterals — End Manifold Dbleibufiov etwar49 xiDvvtiove Lateral Diammet 2 In. In. 3 ) In. In. y Ft. Manifold Diem `ter Orifice Diameter Otlfice 9 ac L ce M Id he old Force Mein Dlmneta Z In. In Pt. Porce Maio Lan h ded Hu -.a. Sweep 90 Bend �t Preamre system Construction / Laterals are Constructed of Schedule 40 PVC pipe. Orifices are drilled perpeedlcolm to the pipe with a sharp drill bit and face down. Lamral turn -ups temdnale vnth a threaded cleanout plug and are enclosed do a 6-8 inch diameter lawn sprinkler valve box accessible from finished Wade. •use• Grade u7 •�u�• 6-81tmh Lawn Sprinkler Valve Box Page 1 of�— 03105 lgj Septio-Dose Tank Cross Section And Pump Performance Specifications R:Id I ,An -ILL ovos u i s �• Ft 280-SERIES 1/2 hp Submersible Effluent/Sump Pumps ISwavee^tPau:MmpamsmlasapwmmvaloluwSumS ynaomcwop^ud Eenleandocumaclel M1wvmy aumPpum p puSSOMiI munt repuke o unique iq M1eaewmoreflnw. CadBPa]uo vS1PnIM+e ypSuSof MiSSody^ c mpm mesM.saiMmfl p�P�eeeyae,aormllan�ana,mm,a„pa. All Models Featpre: • VMu M 18 MpMler Permlping paessga w souse upto%. . at a Mmnlsa Mael rom. anon •Pemwgntly WHOM upper Mglower ba11 dating • EPOWNWearcmtflnlan • al fMlaKra _ mrmalm-reaislaM Melnleas Seel •1K•peatierge •SMinlea MOW WVV (screen-maltsmmovablo • MULnum flute tgnpmMure; 14W F. 1H0.4ezIaaCW Lxyµa MWeI 1p pb' 86'JI fi0' � 3WWiU 2B1 3hrGmn 0 al SY 0 SMM.N WA WP tags s` s.wwm e�.� ,.`,.wows ei wn.. op'4.+'m 1e. m.mi ap wm M� am Motor SpscBicaryom. n XFp MHz 34WPPM gIMIM,il mwlypmlectM .a (FouMpSmyiant SPlk CepecOor 0 mps(t SV 4.0 empe(g03230Vr Performance Curve: 280.Sgl 0 33 M r1 p Hrm Px MFub 141131MIgib utDetB: NMpM1t 13- Mapr W WM:10' ImWN Y811 Minimum Sump Diemetere: M'IMMI. 2W... 14• MMa@W VMF-.10' mlurtnsb�w a mmnN�N %rl"•ueu wn.+reu ha PTamtlx ' Wwo-mgm.u'mgwi%vaumW�n`waimip M°flM t30 ManWel. Motla1301 MMaI %i M0e91 W7 ficM1 VMeargla flwtarAtM1 VJke9ngb VMFyHx gunftcfl00tfw lbelMiss Velticelm'g tlieconnM y10i a0rys vggypapy0 a^mwerpts- plug Ilopemteln alm•alamMer sup ® VPus 1 Certified •tlw.w..m 6 P S' uflaN'FMrrM w,+a n...waa. • e�,�.a, MawraM,aa,a • prMa.Mo-sastyM a.reM,.w-,mr MwMrvmM.,wm POWTS OWNER'S MANUAL B MANAGEMENT PIAI Frei FIIEMFORNA*land _.�._...— _. Ryder Aa Septic Tank Capeoli al NA peforep Sei Tank ManuFMLro" NA E S EMuenlfiler Mamdaaumr ONA OEMGNP MpnEerdandmNna S' ❑NA EFIRRA M'MWA `� OMA NunlOrd Canmedal UnNs Me, Pump Th*Gdkd[y 3 al ONA EaMubl lM1 'fa+aye) 3 PumpT"Mawl w NA pa¢bn MxlY.aq.(F tinuW .1.51 YJa ad .Pump MdydMdmw I ONA W APPz ftW /.0 sold Pump Model D NA mwxlUEmueMawary MadnNe4elage' PraVaa°uent Untl OS nmifi Nr OPe4Fl Fes.0116Gnau IFOO) kMnSL oq wK t� owei ryp]yMaeloaygOn llamaM (6oGJ 430ngM1 Tc Smpa Sdga jTSS) S1SOm Lynuy<yrpr Prewale�ENuml WalilY NA Mmayaheal plaat2(") BMlremialOrypen CemaM (B00.1 dtKInA OingwnE lgraxlyl Oi�mum 1pmaukveE) Tood Suspends] Sdga 1TS5) 40 mph ONg2tle nd monks. Pow Wft=(( aNc mean) dicrddIDDIM 00 [Ycnalemder ��u^+m�u MaNmim MUM Pal4rb$,a uMln[+we�Mµeomd<l NURREMANCESCNEOULL S¢i Event Smilce Fmyuonry InspM.(mMEonclpned) AtM mme U aMorm Its) (M¢vMum]yn.l Purepaulmmmnkolpnk(e) VJnen mmGlr2l GUJaa fulcumoveaxarery sM ¢wm"WeedynervaRboltankWume OrrcnMe M) Maximum l Me.) M¢PNa'daPor¢sl ml4¢) CMnamwnl Rtler Al tmme q Ufroi 0mOl) IniPodpump, Wmp mnads8ala, Alleaslra'm enrY C30do earls) 0NA FNeM1leleral¢entl pessumleal Nlmelorm wary —�Ommme a) DNA Walplyya(m4u arty OmT015 0yards) DNA a Mananmesery 0monma Owed.) Me' NUNI£NAMCEINSTRUMONS Insmc&ns 0may and Qrspersal mlkanau be mom Ey an Individual carrying one or Ilia knwig r ram or mNf Inds: MasIM PNmEer. Nazler PlummF RBS 9aMf. POlM1T611aPotlw. PONTS wnaM,38plepa $aM1YNB opvelor. iaNl iwpecikn%mustma Ma a erase Modde kind dine bean) m klmand any miPtrg m omeen orMsam. Of eflomy on Me m ndesu me. The diadmi m1INa MOM tolumaauallyeannsPerhooto mab the eMnumrl Mein in the mand"i Rims and b marby for my makeq M CMO an Me Blmnd surnme the Wedlrg of mt on the N am aronsunmylaame a need comblon and norm) the Imin w rommon of Me Mal ra uddery eatherty Man Me of Me fork velidenty Me mem mnle6tiol Pe fork shall re mterlerm ote�nd� SapfaBB RankinOperator aN cWhi Oubm and amen In any dink equits banned IS) or moRn avnrdeadde"OR m MR 113, Wamnsln NominisoaShe - tC and any Tw senitly of eMUsm errs, inanddorpra¢sudaed POWSmmPoUmfornents. oddya Internment n oMa malnlenance or rabbi allrlarvals a113 rrmnNSWM tllell Ce peRormeE hl'a%apfiBd POWI'SM JnIeIMr. A sand$bary, tall Me pro,ted 10 the bml ragulaiwy sotlmRly'MMIn 10 days of mmplemn of any serviR avant. STARY UP ANO O PEFRAT1ON immx, Met may peame%eal ent PONderedm r damm Me diddered Mea%)be Me Pre%mce al paln4lg Pmdlr65 or olner de1MM have Meymmb is of tamobe Me le mM(s)mmi by, ompiage send1 merabrlPRarllc the wibK are I q Py _mom, $TART UP AND OPERATION For wx mwbuvlory qbr to use of Me PCWTE body OB $N all Be Me pRKrm a pe'mlLlp pm] helm leWl NM may Impede in, vmimenr ploow endh dealers ME dlepeleel At It high wmmh a en date ted I IM oontenne M MR Wnk(s) ri by I eepdpe semi Mantes Offer uw. System Jed up mall not attm Niles Boll Wnaldme ere rmmn aMe InWtrNlce eulem. Di past omat pump i mks man MI slue nmma nlgi W WES, When port Is reebrtE Ian fl ev lM w Wahl ba alazluraea m to dlep W wtlte) In one Nqe does. Nsslos o Medal and racy mutt M me MtliW a err dla M&of emUJE uAWB Me Mwon me MR mMude of ME PUMP taMr rmw by a serape Sebr nB Cpdtlw For m mmllnB W wME � e mpurr oromatl a Plumes or PGWIB MJdetti 0 wbl In mostly opowar LM pump mMaM1 to ME IS rc WIrveN MIIIn to WUPienk. Do not Jlre or may ashade fear mny, no efornw WN, be nm dMu or prk wet, or oM lso Into or mmpMIre am wi 15 pm doll Woe many mound or Yylede Boll efferent ores RebeMn wabnlnetlon of the IOIIaMIg Man Ne Wmlewma ebmn my IMp the pwnmai led Fool IK Mk of Mac PONATIA Mlblotlu', teeny sense, dgemNe bul aoMomq oOMm man: degrees". d W flee; deeper, ahlnf, is Id; tonal tona dean Rlmv M mm n,on food and vOMm M prooft a parallel. Arewa: MRWdm mat eaepxl mwBsilens,, oil: Toni produN: e.nm,y nmeme: mmvdn.n and mrentree.,Mina. ARANCONMENT Won Ne POW G Ii enders permwnily taken M of earvim the moo Mp aM1et be Hon B, Ii Nm M aymem le Pro"M and A abandoned In mmpllerq wMtlnpb Control ee a], Weal AemlMJntlw Cane: • All ltiping lotanM and IJMNNI be a vionneaed end Neahmd"d FEE epMnpeY Ea. Tole wmmmeer.0 urns. me PMmmWmlw.d ma plwnv al.oww mayaswge sa�r¢W Gpr.mr. AMR Boni all MM eM Pa shelf Be mimmaM"offered or melt acres, remo.ea aM Ms verb epw Bane xeA Bull u.manr law Bone mwgel. cmR WOEXCY Pi x the PIMRs ktle so mnnm be repi of Boll measures here Uses or mio be Mken to pestle a m wmp am reel¢ ntaysC , ❑ A eWdW reNemmnt am has Men Ntup and may xa uaf6ed far to butlm m e replornm has shaman aIJs,. The mplealvnt am stand be plde W Rom EYIIVM eo MMO Mon and Jcula net be InkkyW up r by mulMd aetlu Rem Me&g and voin era ishalauume mdxelle. Fellun Re Naleplemmml et WlmulllMer wlen Be�e mac at ak eft mluetlm M eelWllaM1 a eulletlemYwmeMeleO. Repleegilml systems must wmb' wan B2 Merl In ct r repro o aeaMolak manememwe Namarmada most deemn, RM acerbrOATS one. 9enlilp eay.nm lnPW/fs mdiMcgva rotates tens may be solar as h, d most a reylero Ne allied"COATS am elbe snot in iasubltleMposm blal If he asses. Upn 1,p 11 Me a AFTE hei Ran win MR Inamueaon e •itor dIo buNaauMbM repbnmwlYw. Im replexmmwmle NellebxanddMBtrkmrywInelelbqu I let fetes mew pGf✓I5. Mound end uwl fell W "M syeluru may M m row m vier himself ramw.I of Ne b rmm at the InAlle 'B mac. Rawwilmhw mwmavWma mb.tacmvlrwm nl. mNemnamamaam. 'BYWAR xlxm» ENTER 3U ANPUMP D OTHER OTHERTREATMREAENT U $ TAYCONDERNYCIRUMnANAS. DEATH MAY UEOF O ENRRA FROM TEINURROFA TANK MEMTANRICULTO NYC SIO$TANGEB. OEATX NAYRPdYLT. RESCUEOKA P2RECN FROM THE IHT@RIOR OF A TANK MAY RE DIFFICULT LT OR INRb818LE POwrR lXetuLER PoYyiE MAIMAINER TnZ R LO@@E IHOO PTO veR NPER LOGpL R@OUt1ATORY gUtINIRItt HEme U_ 71S—chjlb 144 Panda il.r-3A6 69 rot dwmep wee mmw n mMlenw.mn rnvpw ePa m.nlsNaXi NeNIB are xa utt ). txl a PI. wwvan wnBl W Nse cse / 20740046A 0 SE :OVA -A Iiilil_ 11 rm im wem.nvm.e,.mace..,me SOIL EVALUATION REPORT mmm�uN Y.we,+ww avwemNw.mWmwwmmxma ve.xe®xmn� °.�.m �. °m�mal.a..,x, wPmw.um ^^rtx'REGENEU� �..T. . wmm amw..e i o ll awu 5E 195r�weq*29.a neiw L� G F �A l azS 7/T ow v+e. o.om ap ({eMlll�nd l(fOYT 7'll v aw.mrnwmu. �rr1 �F'zi ,m..xeem.�. SYSfrn elry w^'✓^ un ON-s rem DeRrRmrNAne� m ibnho. dev. y9^. PERFORn'.EH 3�20�03 I❑ °°"�• p ""° .., 9&S� .. umnm..rq.m.. 15 a. x�m xm.omma, ce.w.,v .m,mr vmm _ C9 IC 9 9�1 2®ten c5 le .5 2 9-IS 1 5'cl 2mb mF - � 5 6-24 75 9l CV 1, Slo 1 Z azn o. ❑m eft w rt ww,mwmgmzl`L_e. »gym op, nwovW, ra... cuemme 9eN.ry Ae+m o-8 I♦)„s/ze Y'ewwmm .r.C� s 5 z B- 514 mG c} v v fzp�5 4 tl 3� R -�mm.0 .mmoaww x xm.trm S xm. npmmwunem LO Li to ( C fl, l 40 '3E-2 -03 ..-d 7'%efi Aw.vm... \a Gh� o.ra•-dn� r.w_2m .3 �a PA0E3OF3 NAIAi: Q 14M LEOAL DEECBBTI0N:_Il4_I/4�_T�.R WE )W BCAIP: 1'YyO ELEVATON:_LG'1.O BM 1 DES PFI0N: {IO oI `pic BM]ELEVgT1ON: ,Y.tl o3 OM20E9CBIPII0N: is e[/i iv Q(L SMIMELEVATION: /m. 9O SVBTEM ryFE:_ aA Sa ST. CROOK COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owna/Suyen a <m., {C1�P Meiling Addtass�&Y Property AddrusSe1j /pZ / 7y'4, ✓ (Vmgwuwammedr sl.mme&7�eR=w�bs�t aewewewcaou) City/sfine Parcel ldenp5ceryonNmnbe ol8-/DY`7- y7- REGAL DESCEIPLION CC Properly Locupon�'/.!�'., Sec. 9 T2�NF/7 W,Tovfnof Zg*"l t Subdivision Lot# /L7 CertlOad Survey Map# V(,I=e Page# �7•�� Warranty Dead# f volume pegs#� bpec6we ME Loilime idmm lc(Yw w SYSTFXHADMANCE AND QWNER CERTIFICATION ImpO{aweml Of rwrnptieep¢mtcuWreauhlvllsIX®mre fiihrt mhwNe wvtrs. Prupo mmmaw[ecmeiN ofpm@mg om4 eWw¢okevery,b,eeY¢a�aw [ow¢, vv¢.ied bysmmedpmu➢: _ PTat youpmivb Weayakm m wua&nthafimof We erypeuabmmeNebge mthe warkdigoaYryes. Owmemtmmoaree ¢apwvbJNs a¢ sC'�+fwm 8352(l)1) aM m Cbepm t1-Se (koix Comry 9embry(htlmmee. ]be P^Fmb owua e6eee m abmi[ m Se Llou Cow9 PlemmB @ ]mo.e ��Lt a mtlBwEw from, ti8m3 br me wm aM bYa,ma,m PlmL .lc®eYmeuPh®bm. msniced PlmSvmatiuvNPamPa mifM6lWt(1)de m..im wa:kmin5ia%+l � uuPruP%eOeaOnB NONtiweeNtt(3)efl¢mvpz4wavd➢'�P^C Ii£veema,Y). the tePEc leol[i[ Vwq Poe uvdmai�edhove rtedthe abovettgni�emepg mtla®cem mip9m Mapm¢ 3e mbpmla q4m em emmards sn tarry melt'u so ty me Depm»wt Ofeommem ova me map tmNam pveomuo, smm ary00000 . Certi&etiauahnvy WNyuwx➢tic sYtmmhu bmmsmrauiMmm be wrq.Iem1evdrepmn{mtlz SY tau Cmmty peon, & L glMq,rm,Iwitlim JO any.Ofgellvee/Ypreryiretim Etic. V%vv oust Jl a¢6-m®d ov �46meeertue m,be bnt ofary/am kmwlulge. I/we am�arege owmjq O[she No�i'tl TedebovS bY..i,ee otaJw/�m,_,,.v dmirecardodmAegiemr Ofj)a OjP . Nymber of bed I O /� S INATURE OF APPLICANTS) DATE •••,erm•ammawt®®®eP.®m,wm,r,e.w m me �m,rwmnne;vaem*�abruerlmos a z®ogr,ePn�me ••• lrcleEe wM lm eppliwYw a ,e',mtle] w2pry tl yL fipm tLe Lgt4 Of Deuk Gf&e svd a eopY Of de mtifidl emvey ®➢ if +e umwumtleiv,he wutmtydeed (REV. aBNml LMAgv'j IVED sararvxxp euuptxcs brvmern Bam UILDINGS DWI .0 s em es Wt seed ig07N5ECTION REPORT :"wMinnnerc'ork, I w:eisconCOUNT De artment Of co Dare of nspection: 312=003 Plumber Name and Address: Project Name: Ulferts Family Tine NA Use: New -Residential Legal Description: HE, SW, 9,29, 17OV Site Number: NA Subdivision: Lot<T Pheasant Ridge 10 Add. Certifreel Sail Tester Name and Address: Municipality: Town of Hammond Adam Schumakec CST 253309 County: St Cook 211380"St Somerset. WI 54025 Plan Transaction Number: NA Sanitary Permit Number: NA Owner Name and Address: Ulferts Family Trust Wastewater Flow: 45MOO 90 10221700St Persons Present: P. Quinn, A. Schoonover Hammond, W154015 This investigation was requested by me county to assist in veMmating of soil conditions that are possibly mi for a mound system installation. The the over soil pits reviewed were In the area described on CST Schumakers report dated 12/SQ002, The sous in this area exhibited redoximoryhm features immediately below the A-honzon and thus the area s net suitable for a mound system. A soil per In the SW comer of Lot 41 was checked and found to be suitable for a mound system using Ara onions lire entire area was not checked haweveq and the CST is responsible for identifying an area large enough to property site a mound "am. Frost fractions prevented a detailed evaluates of all soil morphological features. However the A- honzon and first few Inches of subsoil were unfrozen. Bases on my observations in the secondary area mere was at least I -inches of subsoil material free of redox features and this depth is deemed suitable for mound system installation. fibers are any questions regamling this report, please Contact me C£my G. J risky, Wa ater 5 belief Ljan er@ m ata.wl.us mall 715O26-2569 Faxce. 715p26-25« Voice a. Tcounty, ❑ Plumber ® CS7 ❑ owner ❑ Other wtrmrsev.nm.W demmnw SOIL EVALUATION REPORT vy. d-mot orv.end9araM1aiadmdm _. - --._ AtgI, _ w. r htluM,mM9nbf r¢n�IeM MRamel Memmn WAtIBM1. <FeRb^mE Fsoi 1D / e.tiw. w.w. m.�aw.wnna�,w..mm®w.wm��m ge-/o19- wdMII" rt a6m ARECgEIVEDn '"^"' um MAA aazB�^�asErMSr✓IM9gT29Man9Iw ..rRolxu, S{. Szov,u6 Orr �1 Ix Cq Jw Wcm nue u a r ❑cp pwye ®Tam xved Pou /lam wl ozs nis o /4mmand /0a �" qM..Ta.d,ww w.:feaa.M.. eww.,.�'L cm.w�Mea�W.a.M.H�//aa ❑awm�r ❑waea 1�.mpowe..- ---- � w M,msa�.m.OAI-sl $YSitM elty. pa9a ��j pe.� QN-sitE �6'11TRMr.JAnoN ni01eW�°i°""fin k„r e1nM. �y, ea QERF02xnEU j�2o�03 ❑a0'm°" p v uwiaw+.www.9$`-b n. omnmuMnemmr_ IS n sa wro Cpn Cpi ,M , S, Cm"4vi TmEna EWPae Co�Wbixe BwMnY Mmb Ou.9x. Cm1. COM II. SIx " '9999 1 0-9 I0w 15 5;1 2� fv,F rs ItlC Sa 9-Is oqrqN — 5'd 2�5bk rv,f- .G 3 i5-2415 4lu Czp�S rS�t. kl 3r.. �� � `I .(e Z eamea ❑ 9Ww © r9 do 49_,6 a ogmuadmeamr�n. w nm omm ow. wew orpm� rm.. saa.. ca.mww 9wm.r awu evaw MmW WBC Cwt Crb 9z.9h. Ivy e� 8- - 3l4 5iq 2.+aSFk'r 5 Y-20 10 v F LP 15YE4& 5i6 .n t $ s aq c.M emewrwn�ma .egnnxnm 211-5 3M 51 S.v+Y11.L, wI- c.O zS -00b3 7�y7 Y/ r a,� ID e�Gr+a -�-3-- mom o®rev®���®®® ®�s®om�ae�s®� ==rpm rm�Mrrrrrrr mmMIIIIIa��� ��mm mm . �8mu=�mm ®. o© m mm mm mm������s���i rr�� cv.ui=eo4,xsmmrs.w.as,n yIW�l uW..-aa=eoo,.anRK.nns<xo,,,µ rx om. �omum �1O�.�em�.m ro�ma nmi�. mm...m �mw��n� dxse�iss�nv we-xwsm.�•;�m my.lro UA;R v.mme __ eq. La 3 © . ,. _. a ._, .. the A'panmem of Commertela m a qua opFomnlly srvl¢ ymvltler and wpbyer. If roo n utlnmm'e to erem eer,ims or mJoo,m"Ybowfwmgp,000 x^M Me heumW a fO6Nd-II51 or= fM2H 7r. COPY L'1' PAGEjOFj NAME: Cbo�C Em LEGAL DE$CRIPnI�ON��_IN�V/d,SJT4N,N,dE( w SCALE: I— y0 AIdT ELEVATION: /Z O L" I I I BM I DESCRIPTION: bV of II z�Mc ADCADC BM2ELEVATION: &.o3 BM 2 DESCRIITION: SYSTEMELEVATION: 1w� fo SYSTEMTYPE: /i/oy/Of m PAGEjOFa NAME: G LOTp� LEGAL DESCRIPTION:_.-1/1_Il4S_T�N,R`E(M)W SCALE: I— y0 ELEVATION: IM0 � �V BM I DESCRIPTION: be oS Ibe o! I%&C ADcgOi ILJI \VI BM2BLBVATION: /Gp.o3 /S BM2DEscluPrlON: {.p !/i Q_V� SYSTEM ELEVATION: SYSTEM TYPE: A/Gv/2i e yy so 8-1 f —e[sv L - 99 /g9oa DATE: 3-9Y-cz RI�i.P 1 1 � IW33 x 1 LOT 83 I. Se M ES / Ir oLOT A ® � Eft 1. 08 M ACRES I.SR ACRES I ICST, hq Mp I � of I I -�I S - 0 I RE AOVISi EP KI I ry 1.62 ACRES I IN T 811 8 e As I ea ACRE6 a az s wMoi.M wpim.aarcouim.rta SOIL EVALUATION REPORT n w.Nn�drs.Ny.me.aeEw. a.— a 3 OOdd snammead, do deed w payer nn k„N „n, r I mN...d,. Id.,.ust ddada.w.eimiueu.ee"and mx raraNnarad,ymexBM).dE.mou p"a"aape ewe ur aumwna. ednn a.... and uwm end am«. n d..un vkeee point kkradalkm P.a..a...,se..,.a.a..,�,..rvma,.... r.errnu.x nude s+_ 6miv M Bala Bry 9 0 o3 Prop.Mow.r �u �wkEdo.sou IaAP IM5V11439.L9 NRn EI w RapryMgM, I u03 AI rdtlBbFtl c CS WmevG9e0 Qr ImA' GM Puree Nt.on I I I ❑cM ❑w.pd xa.a I §PNe.w.w.m, JOIIFPx®4 dIN.�m<eieee�e 3�` cdee ee wlnwr7s tr 3'b-�Yroc� ❑aq..r.�n ❑ ewddro.mu.Mai.o..oum: ___—_-- nNNuu<Nil v Cchbvr clev�.� lf. so a � 4Cn� �suupg yua.— j4poen° Gepmm added, eL4"-/- xwar owm ou.w M Mi eed, C,,t ,n tour caor sou Sh ud Boumrtl x om e I c 1 5 lo- m c cl v narPad 6: � ❑� °ems• ❑ C3 B.r p Pit IZ sa xu Hidden Bapu M, oueuamcoM Mandate s.s. G=edktle. Ou4 COM1 Cabe TMve swmA Grft,9 cwemu. Boundary Nadu GPoAP -MI I •EM2 1 -12 5' •saNuxr =eoB ,w.amuea.nd Tss,w.rwmyE •Em,wn=eoo <sBndvua Tss<sd odv c§T w.. rTraa Prrp J s MTN.d. 25330 rmrea. B.NEweouwwma ramuuniumr E43 fr0'1 $J.. S«`<rs.4. w Nozr /Z-S-eZ C'115�L'F]-YoOd o o-2"3— ��CCCC���C� o ERuem r,=eao, I W j2Am)tnMT Slmj,wm.L •Fm.mn.eon,5anire%wlas130 myl The RpeOr mt of commerte la m eywl apposuniry, =mm pmvidO end employer. I f you nod uel:urvve w .rwv ezrvlm or need meYen5i in en elYmeY forest plurt Owner the depeNnM u 08 266.3151 or TTY 60BZW3777. BM I aEVATION JOo O BM I DE IMON lop of iy S%e / ,Pe d BM 2 ELEVATION w 2 DESCRInloO 1p 0�I2 $Fee/ .eod SYSTE UP ATION 1pJ ;C 9VSCEbIT mound COM'OM MEVATION /00 3' PAa 3 Oei' N 1 3 qa. "O so -z SIG AT E d����. DATE tuy A+s o-+fdno.Panm.macotnmen. SOIL EVALUATION REPORT Pop 1 01 onidn a set" and Bananas on anal, m,.a,u Be112 elll1 In am, Pan IMI nim EM). Unit minimotpa,mail ,dm.mm..nnorth,�,andi Un °a°n and dmame mnaantman ahemse prine.n mlieXelmn. m reran S{. Croi Ulm ao o3 mP.mQm. —CEIVEU fyRGI mm al Bm � 1N$L�f1M 5 9 T ZFI N R n Ela W mn.MM.a.ra M.RO'y ea JAN 'LI 7OO9 ww�B LI m.No.nuwP EWDM�1 cM sine vvc �� ( r ❑cM ❑yipa I'ST Mm " couXir Nana 14 �F"'"' url�Rnumtml N.me.ad.a�n. 3Y Cm. d.,nwawPnro. Wre_ Y411z oo _c ❑Rep o®m. � ❑Puemn,npmm�rtal- DOWN:_ Po -- ---- .Fnd a W,dWd:.- G�n.pmmmn'e"Num._sY 5,4Cr Ckv, lot, o P a /i��BCanQlha *sPLO, LOU?- sa++lai, sw uatd%e Lip 00 16, it nei.x nn eleo. i"M' IeI-If.m3, rn ° [�P anmm. 100 _5-1,1 n. win mm°em,--�soPn F. .n Rm Human Dlp� In ant Cobra M Paean Camnam GUSh wMery rai GPBM 3Rp1 I I� b (,atic 10 G S'd 2 �Bmlpx pIII IZ [A pit GnuMfuYauprv.(Q�:rQ-n. PoPubM1nMel.tlo, _-___tn. sG 41bnRH imaw OpN In Dmman Cod MunaN R.ddammangan QU ST. Cm BWtlan 0, Gm. tin . ConaFleaw Boundary Rwb 0 -MI Tom 1 6-1 1 'I 2,n„bk "4r lei i-2 5'd 2 sb .4t- 1 44 C2Pz5 v/ 5' m�bk 'EMmX1-eoo >Jl._]Mman.MTss>so <150 'EiLem N!-90 �1 - o<iomphmd m e,iNmalP'mae Pnnll lar wnW, o CyiNlm 2s33oX nea.. jaw Ered.dm wnaWda .ugma 2u3 fro'i SI. .S +a.�x�. w1 sVGzr-. /2-S-a2 C-115�240-VOOd Mw Pamiiop Paga_2 3 LN ❑ Bonn qry� BONgX �P11 GmoNwXxseM. �M M1 CePNbBn5womw N rbNm GapN Gominent Cab naep PeWx iftCoo GU Sz. Gmt fn4, iexWre Gr. 5i.5p. ,Sz abM1 Bourgq GPM! 'E1N1 'EIN3 {4u 2T<u p wxr C5 !!�� Z -IS — s7 2...s61 r 3 2 k X..('r — . 4 . b mme a O e.a.e ❑ PII Gm..a..mma.+.--- _ ----- n. Gmnwn.m.a buo,_ — a' eoi P.4 p In. 0.mMnICM ReawOmre Gu4 Cmt Cob,b r TMue T Gr. ti, �. A. Pune4lnw 9wNary Rw4 GPGM 4M1 'GIW2 �B.nna Omme ❑Pu Gm..a.omae...--- _----- n. G.vinwnms.e rem,-_-___b. w Gwln m,c.wr MunaYl P.31 cm r 9z. COM. Cobolo Sz. Bn. M ,n ary Poo4 PGm 'EM Enoem#1- G,, dD<2tWm aM Toi 13 -15p mprt Effinlo n -6Gq<Bo mil of Mf5 of. rna ocv.n totcom .=wm ovconm,ar== �. v..mam,.a=mvl.r irra sa.. m.... MSE mm.a,lmm a, IWb iie 6mut Pl.mn.mUlt Inc a.wnmm, u 6abz663151 ..T Y We-]6 9777, SCALE: P= 90 N PAGE 3 OF3_ PMIEILVATION Oo t BM I DFSCRIPI'ION BM2PSEVATION � BM 2UPSCRIPI'ION AO aiZ 5Aecj �fod SYSTEM ELEVATION jpJ }O SYSTEM TYPE Wlou nB CONTOUR ELEVATION /06-5U SIGNATURE A��/��. DATE /—/G-a3 SIGNATURE A��/��. DATE /—/G-a3 SCALE: I"= y0 BA1 I aJ ATION20 - U BM I DFSC@I M 2 ELEVATION aMZDrscelrrloN,bp o/b, "S<rcl R d SYSTEM ELEVATION //l) �O SYSTEM TYPE Moo nce CONTOUR ELEVATION /00 SU PAc 3 OF-3- rc. ®— I:s /UC'So av se Yba�v SIONATORE �y A�� DATE /-/Y-o3 ST. CROIX COUNTY WISCONSIN Z MGGEPMTMEM ST. CRM% UMYGO MMEMCEM R 1101 Cam Nel Rm Hws ,w 5C01&T710 PM1mre4715M JGBOFa(7151� 7 MA YU�i+:.WGIv✓r%A �ifVfB 3 49 3 4- PM1p:s 7Tr-7L6—z5yy� w1� 3�2��a� Rw µr���CC: ❑u: M—<r e w ❑Mm»e.::::::.a ❑rMo v onw.R o nvi (�.YY ��.. �GN.e wv.a.c+n:y �Q/✓�e-�. (AJ,<:u A" a 0/tQC�t.iEc�,�t t s 312v1°+(—�ada0