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HomeMy WebLinkAbout022-1041-10-070Wit e�fi0 Dent0Andente PRIVATE SEWAGE SYSTEM St.Cram And Bing C INSPECTION REPORT sipmml N.. 607065 GENERALINFORMATION (ATTACH TO PERMIT) mit,PunlN x.. yo, p.ue, mp G ma kuew.R wmo-•(Peens ON, .15 o. ln(TS D41900478-C Pect adnoPdl ®, Brian B Tia Giebal TOWN OF KINNICKINNIC 022-1041d0-070 NM new w-/eD hat 11A INS na..ewM�1"J 1"A 1 STd Ot� Si wr...m.1528.18.225A-07 TANK INFORMATION ELEVATION <Ta TYPF MANUATrvaE �•� CAPACITY STATION El NOT, as /z5o '"d, 3e(o/ad. /aa ofignal 7 Alt Ell I L' G, ,Y.... NICg se nY I a 4344. w Anal TANK SETBACK INFORMATION SSHIww \ \ TANI P)L re0MUt InDt I Eg Bardown 14 .Y 4 Hlddl. l.1 1 11 SEIM Bad Ace (g /0/ 77 Nma eol AT PUMPASIPPHON INFORMATION All lane .Q 1- em PM c� Nome Z9D' a L� I. rYleM wZ3 ` .97END .eS eI , DIMENSION 5 Path If L.niIINFO I, N.M MAnd' I..o Lam, *eN ro EI8 R weu Ar.ErsrReAM ... NMA Ix..a.. tI UNIT OJm .,. .j.P ..L. q m.:o..In, N�.zn y "� if z IV Zpff,..n,�,M, 1.7 ,.mmEoft, o..�., T. ��dd" Mulched t> srlx. COMMENTS unaueemJeenoepencen, PeRon6P.6MIau) r! INguil .l9 7//Z// maptG it Lo.aenn: OLD GEMETEtargpll 1) At IN oe.MP)Ien I aJ BOB ae,e.length - / a.- 7 OL 9 �/l/ 4k Pump Specifications, NIi r�- 290 Series 3l4 hp o so Iw 1w mo M xo In a nxnivivmu .< PtMB�e., bc. Mnpu._... . ffi. n,lo. i� Sflv—aalti—o8� i �Y�'t0�9 M1 W. WaN nglon Are.,PO. �x ]16t mvyP®n ma�oh6Amv�yfi.1 PPA 3Q Md,l ,M v707-71W (eo-7o85 0 ilk c,:�SeGJary Permit Applicaton I� � p��lo, � oaa-mv—to-o4b i n_rn.mnwal.e(mYAal m.�.ae�r ramla.Y®x� x ivYh Y�W'rm-NvmECN ❑wMlWrmmY-Cmimilss�}Y„�� 1 ❑MR o ».�onY-��YS o• K 75 I PM b5L8 M49.a •n m 1Yxo m(c§.�s Dabs° •..�. cumel.Nlm,nl +p)Iluae) s» ❑ww....s OrwewmoywuP:.®mw:r o��®wm�s...+w®raPmm ❑P,�am„Y ❑P�,:xr�,m o�,..sP�6�'o��m�:]�mxm. e�Y]s.�ma�� w rv.]w.mrowrssr�wcomPo...vm,..: ce... o rw�Arx oo�w,�c��awM1 +=)mnml .wmb.m.Ya V'TI6w�Y ws«,xPP. - ream wv�r1 awa:+�PA, acm n.4 era5 B o � 6 a n T.e.�1e VO..uWul,Itily6Mmut �a. m,m K,v.. 26 M coda 1 •.x owiu: r i°P �� C...17.tiw :., �"1°` YyVr. Mma� A[ny S3 - ✓ y�y".+. :/l 41L b WP 2 M.M'I:R M': mmNurxtu... Mn 396a11/11) )S. 97 System PLOTPLAN PROJECT Bran Gia ll ADDRESS 794 GIsnmonl Road R'nal Fair HE 54022 HE Ile HE 114S 15 IT 28 NIR 18 W TOWN Kmnlcklnn'w COUNTY ST CFOIX SYSTEM ELEVATION 100.04I22I19 GATE BEDROOM COANEM110PAL AT GRADE CONVENTIONAL LIFf HOLDING TANK MOUND XXX SEPTIC TANK SIZE Ins gallons LOT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ADSORPTION AREA 600 N of chembu[ none BENCHMARK V.R.P. Top Of survey Iron ASSUME ELEVATION 100' Filter Ljornea Enter ❑DOBEHOL6 OWp,L -ry,R.P. S ame as benchmark Pmpsrty Lines Scale = IEV - 10' B.M.' 315' 245 a-3❑ 5%Slope S 2 1 OOL B1 99' 98' Well is to meet all Wl s idbacke 0 40' Gra ing Is W be done So run oft away from system HuHoutl Combo Tank Pro 4 Beerooln Houle Area 15' below system Is to remain Dnbi6wrbea t r uji i DWI SION OF IN DU�Y SERVICES GREEN 5 CanYptWovw�.ma Them -dw,mte Do"Com- q ANN 130, 2019 CONDITIONAL APPROVAL Plan Revlk FACES O41900076-C E FIT OF 11 LEFT AND S LEG" R BIRD ' 1432120mad New Richmond WI 54017 SITE: Giebel Logn Cemmny Road Town Khrunickhrunic Seint Qoix Coumy Total Amount: $250.00 FOR: Mound Component Manual—Vu.2 o, SBD-10691-P (NAIN01,R DWI2) Pressurt Distribution Component Manuel — Nor 2 , SBPIO)CTOR Lane IN. R IWI2) D¢erLrtinnr fiM OPO O Rrvlmanr— SURE eAsian) Audayoance Required The submim] described above has been Mm H6r 111bereve with applicable Goordomin AdminiN ivo Codas un6 Wiscovin SWOes. I he submihat htibeen CONDITIONALLY APPROVER IMs systamL m be itifeemmoral base The w¢c,Nodai mchamGo01 epinwW pluneanSwlues, I wmponrnl for comsJ NOT ednbwu Theeks, ,nadwdln chapter l0l Ll(Ioj, Wiamuln Sulom.c iz mapon»ble freompltaoce with all aerie requiremenu No person may engage in or work at plumbing Inthe old unless licensed to do so by the Department per s. 14506, Sam The prolong conditions shall be met di conmucamn or translation and prior to ocErman.y or Too Preserve dhgrsal area prior and deli mnstutloo to avoid disturbance compaction and we of Oofite • With new construction: IT is rommmended not to aOivate the pump in the dose rank until the tanks we pumped prior to homeowner o[wparry. ymLuem generated contractors cleaning of equipment and S old Nor led uvermnnortirn v ethum annet not be raw The drains discharging w the private ¢n,tm wastead atmanem system TOWTSF Wane generated shall be propedy, diadam ed of on saw or of are Any bit grasses, leaves and shrubs shall be cm short and removed prior to tiN iIE the smfaze fm inforha ion to prevent man if under the d'upI acci All knee orgwir mameal to be removed tram mound code. Divert mutate water from POWTS Arse. • Priorto moe4otlion of 0e displays] wen, ehmkthe moieNrt .rater of the roil W adepth of ircM1os. Smaming and wmpareing of wttell w01 merit narrowing the infiltration capacity of the all, prope,wil n Predetermined by Wiling a per sample between the handy. If it mlbe art, a 114-inch were the steps too w came to prep,. If it emmbles, site preparing lon ms proceed. ]free site is too we to morm i do not Forced null it finer. • All piping shall conform to SPS Table 384. 30-3 and SPS Table Hal • basebae buMOngsawn bay old 30 fact pn SPS 382,I0(11)(c) • Well xtNcks b meet cos. NR 811&812 • Talk Inorganic, to ranter al l m nifazl srecommendations, • SPS MUSblee)The mem.... L plan for aPOWfS shell sped0eally address the servicing meshy,], of an aerobic or anaerobic unto m tank or a holding pink where clear of the following chador... Cape I. The Mom of the talk is lowed mote the, 15 fact onto, the election when the storage pats is [memo 3. The brew of the tank is located more than 150 fact amplitude form where the xrvi6% not is located. • Vmify property hne(e) prim to lanalladrn • Pomp Floats to beset and ver]GM per approvetl for. Any changes may result In pump "image, meet Tight and GPM Specification. • "es that ale occupied with rock 6cement, tree mots, stomps and border tWom the mow of otaml mailablr ter pmp.Ttw rmnrrhe In Ioniabin"man to staff ,,, as manna max be ter ra]' Posner Icwf f Imvllxfimath nmrnoq vfim any olthc nbuvc mnditimn am msuotoind m m'wWe enll psi"Ifilou"o all Owner Responsibilities The current owner. and each subsequent event, shall remiro a copy of this letter l d,ding 111I ens relating to pmpv are and meimmwce of the system. Octave shall rweiw, a ropy of the appropriate operation and aanmow l ammor nmmensalPo 'a for the WTS rebound in flis approval SPS J&l.N(I). Inlhe yewell ghee yhelp commmn pairs masmohme swe as of cowim ahrnith var M1tl, the propaqplanar most pin the contingency plan secured in the appmwbN plats Acopy of the approach plans, spsintal end this letter shall be antic during construction and open to Imlpglrn by submitted mpmanatives of the llepMmanl.nice ow include lorel]mµdms. All proms m icii by 6e into or the least mwldp fflty shin has nbelred prior be mmmmoemol of elm atioI mu lletioneopermton. 1,getting this ppmval the by for of l nduary 8m l Less reserves the near in mail in emmes or additions shrulor condition mesa making them neamrary for aide awpiones Asper Mee start 101. 12(2), ",thing 1, thin men, shall mules the annular of responslblley for designing a safe block am. report, 0, mmponom. Iogalnesnoocc L thla mrtmpoodmre maybe made to term the indefinite number listed below, or the current on this licensing, 'Pro above me somehow seal[ proodle a copy of this letter and the POP I S management plan to the owner and am mews who are responsible for IrMllation, operation or maintenance of the POWTS Sincerely, m Vender Pme¢Sewago ge Plan Mview0 , Division 0 car In' (9IDHnd"i"i Mom Fri, 6:00 am. 330 p.m. hm.enmrma ht Cover Page Shaun Bit CONE) DONALLY BIN Plumbing Inc. rLPT OF AND 1432120ih St. N(D noU New Richmond Wi 54017 715-246-4518-- Date: 4/2&19 Cwner:Bnan Giebel Location: NE114 NE1/4 S15 T28N,R18W lot ] Cemetery Rd Kinnicklnic Manuals Used: Mound Component Manual Version 2.0 (N.01/01, R. 10/12) Pressure Dlstrlbutloo Manual Version 2.0 (N.01/01 R. 10/12) Peg" I. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross SWi0WPipe Layout 5. Pump Chamber Cross Section S. Pump Curve 7. Rter Specifications and cross section 8-9. Maintance and contingency plan Attachments: soil best Shaun Bit ( / Signature \/ License numbert$8900 Page 1 of 9 ien cieb0l System PLOT PLAN 'PRODUCT Br OGRESS 794 G.pnmBnl Road Fiver Fells Wl UW2 NE 1/e NE IHB 15 /T 28 N/R 18 W TOWN Klnnickin0lc COUNTY ST. CFOIX SYSTEM ELEVATION 1000' 4/22/18 BEDROOM Z DATE CONVENTIONAL— AT -GRADE CONVENTIONAL, LIFT HOLDING TANS MOUND XXX SEPTIC TAKE SIZE 1255 QellOn LIFT TANK SIZE DOW TANK SIZE 765 ROLORVC TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 p of chambers none kk BENCHMARK V.R.P. Top of survey llOn ASSUME ELEVATION 100' Filter LifebmO Filler BOREHOLE O W0L 'H.R.P. 80meebbeng Mark yy Scale = 1/4' - 10Property Linea B.M.' 315' Goading run-off is o be donway o divert um tt away from 245' B-3❑ system 5%Slope HuHaun Combo Tank ❑B2 M Well la b meet all WpNF Setbacks Area 15' below system is to remain uneleturbea 0 40' So, I I I Mound System Cross Section and Plan View —1 Topmd GaPMffie°al ❑ =�STMC-33 a d fill = m a g&egek 'h Q on to2hmdie. observet pipet Gmtexide Fabric ft '! 'g010111.—:.. Slope Direction GENERAL INSTALLATION: The mowd area is stsked out along the design conmur. Exisf g vegetation is mowed and raked off the site The mound basal arcs (L x lAri is plow with a moldboard or cbisdplow. Plowiogmaynotpmceedifthesoiliswetenoughat Neplowdepthbforma Y.inchsoilwlre when a sample is rodd betwem the palms of the fends. ASTM C-33 quality send is placed immMiartly after plonwg. Sand is placed with a backed macbine keeping 12 or more inches ofsand under the tracks or is placed overhead by a backhoe. Special care most be used when placing sand of less thin one foot thickness m MuILIOUZ4 comprdon of the plowed ensure. After the topsoil cap is placed the enfire mowd s sued and mulched to promote vegerstive gmw[h, limit cl erosion d protect from burring. The obsmationpipes ar slotted in the lower 6 inches mdyyecured in plre wltb mbm or a closet nsup. IE/07IM Pege� df_ Pressure Lateral Layout Two Laterals — End Manifold 57o n`L`ebn ne-t X,.4 P,J Distribution Network S ee0cotlons Latmal Dimemor 2, In. Maolfcld Diamem In. Onfice Diameter s15+ In. In. e. R. I/Ft. 2 In. SO Ft. % Onfice S L antlered Length) M (Manifold Length) Force Mafia Diowbir Force Main Lemfb „P 90 Bend Pressure System Construction Lalerels are conso-uctN of Schedule 40 PVC pipe. Onfices are WIM perpendicular to the pipe with a sharp drill bit and face down. Lateral tuns -ups temdnam with a dneadod cleancut plug and are encloeed in a” inch dlametm lawn spnruff valve box accessible front ished grade. •���• Grade u� •• q; uu�• 6.81nch Lawn Sg4nklcr Valve Box Page oi J- 03105lgj Septic -Dose Tank Cross Section And Pump Performance Specifications m w j��t�l�Jll� 1 wm ��womi.au a omeaeeuhemh�.d^nhw.oraa. � nn�mme w�euJ+oe. weMaoeoie��a <saefow o.6m seetod wemmvnt sa nm�ew WmM1m-poo4 ® ia�=.— .tL_N�e FioiebM OWe — VeptMm l3" ONavmn WiW VaOCep IOuttd Ptltu t� inlet Ba®e w- Wm time ceneanl. n+sTa noN: lroe eapuaou aek u xdmd am mra aged m .rcaa.orc am rm mmufecmete PedvcleVWPw pxdfcefiem. Mauvrm depth ofb'+�YN.ePaelaed tytln meeufecarcr mey mt bee ,., wifnaul Pray Bpprovel.meehom rovev expcsW aBam havemeaabvel�e9 deviw a�9a�a^td7 wsmllei PtPa8a0eioM am �utletu ofrypo'ILaf baleeved wChe"s< 90 PVm wCb�16d ma unk on cable aW apm'entemhng e*v9®^&. e4an entl the Jeeva u rlMwYwhBm:Blw#iWLexvwiANCC J00 and Coma 16.3%. P gs / of 0]J06 W 280=SERIES 112 hp Submersible EHluenbSump Pumps maUMrmoswle.P:wmwamm. Ve•Tm- negWpumpf On-ene wosre water ayslan,, Ilquie wmte tramMraW commer U heevy-0uty sunp pump a(plkatime Met require higher Mep cr mom flow. Oeeq:retle:oune UbeM'e unique Unl-Boys w i the 2&ISe1ee will provltle years of relieblepe:fwmenca. All Modela Feature: •VWe sMe Impeller pennRWe Paecege Wsoiien upta%' • ate AyNem Steel enter eh W • permanently lul i uppornew lower ball 4 ug • EPoxypouyerccatfinkn •Nlteel¢here-yrm®On-myblerasminksesfrel •1`R'pepurge • SYNMemarealbottomeprea M- F, yreToveble • ulmum fiuk 1 tempts W re: M' F. Q MWY la- r51.gi W fug mil s eneve m M sma.c o 2Be muerE O tlor�w etlww VA 'aW esWN Oplkny OWA WA +n �elmeu�w.,e.�em� w�moam. w.ewwwwatl+. �e+.d: mwm'oml`awo wen ss"�",�aa«ew xpa Motor speoiftl tione eirep BaH 3 RPM OIIfills],Mernnwlymo� (PBc)Permarent Bpucepas a.0eml Perbrmignc Curve; 280-Series 0 51015 P0ffi%%WrSM MB] o qq 78 rta 1Y 16e 2M M lNenMMn,w Dimensional Data: Weignb2elbz cr W13' Millar WMM:1a'(Tctlel28T Minimum Sump Diameters: Macel 281200... 1a• MWel WZF...10' W? eFeM1mcytl lnr Tumolml 19 B.5' Ire aa pmmvw� aw �O MrYgMo�wmamwsviml PwwaNrm.nW9P"„eVnblbrmrtlSfYM d Mawlweilt W8 wflaM'onhOletlgtBekalefn- e]rbnn>eg nMvWnoetleem11uAi9h ^vMmnOsBWma - nEeaqtleanvu senes em nnn2ic azM e plug Operat aI•no e ® S• sump c us Cmifie YbM•Prmw. rowbWe Teed•aa..9+rpen..wwvwkfaNa.Pmrr. resew-]seo str (BBBIKF/BM frwwAlneMmenPs.mm eus+bMr.ucan 20140048A { o - r a SETT NA -A •..� _�,..�,� POINTS OWNER'S M1NNUAL& MANAGEMENT PLAN e.w evsmu xoeCIFICATION8 N�^enrvrvem�' P(/O.l� G ,� SeMn Talk GpM' Y ! N OIU midell SapW TwYt Manuletlwe: OEBWN PARAMEIERl EMuaM1FJler MaufaYurer µA NunlEadBaOlmin% - ONA EJIlualt Ftldr AbaN ONA NumMtMCwnma lalUNs NA PsmPTalk Capoly al 0NA E¢yngleaflav (average) PumPTmk ManMGxer NA OeaVn WulPeekl. (E611meW • 1,S) el .PumPManulaLua QNR 8ca ppp&agm NeM a M' umpMole) PUMPS 0 8b ONA MAuaI wnl Oua4 me"aMunce' Unit PREYAninld Fab. Oil 6Ge (FOG) M5 nglL 0SmdvGIeveIFlRr OMakl AG OPWmw O B'mJlunksl Oxygen0amed(BGOJ $amel 0Otl OOthan. 9uapuMn ea SdIE¢ (7TSS) saw MIL Myounim WBOvp MOalege^ Outlays! &xlnTcbl Demand (80O s30MgL 0$"=M(MavaM 0fn E(plaxaufiza] Told Announced USS) 4ompL oagMa BUrd% FecalOdaonn gommuncmeat xtOcdWlLm Obooks, oDewar MWmum EMuent PaNde SSc IlInUalemeler Wnrypbll:ne ncl m�amYOw+uwwsa LE ` Service Event SmWm Frequency In6pGlmMlSondbnps) Albastonmev¢ry Omonths> wjs) (MRMum eyri Pump W contends of wells) When combined sludge and same "use onath,ci(4) or tank wimne Inaped basebal"Mml At least m✓m, every OmxNs sa%I (MvaMumayn.l anemuelnrmer ei Ax man onm many � omon yenta) Inspem pump, pump col mdMOM Alba¢d mbe 30Me 'a) DNA Flush goods eM PMMUM test Atbail onw every j Omarl gal DNA At bast onm may Omonlbs 0Amr(s) NA Nka¢tarm nary Ommlhs DyeM¢I NA MWNT mINSTRUCTIONS InegGlMs N Mnw and algal Cala man So made by an OaM]WI®tryty One dNe Selling Ilmlaeean y1tlMaConv'. Mapx Plumber. Mesta PlumberRnbklod Sw.v, POWf8llapelb�POWfS MainWnx. Sapdega NgdA shall any bnlack5s a, Son. measure reme Mome sludge aWuelXugdlenal Gabe and above etand er chosolMy any lowlt In g or Gekan Or pWilg 01 effluent mMeMaine $oMmy.The Material CeM'e) Nell to Ns/sIN mspacled b ChAM file eMu ed laud¢ In Me eb limbo ,apes and to ch G fear any paella d eMINM On Me gaunt sudase. 1M andia of eMueMmlba Manam m mmmay Indiobapiling lungs sa samen in any mtyultm1Mhe sques us,M,don of Menial dMe bank alaylum).Me y Mere mnbnle of Ne bank shall ee removed by Septade Selvltlng Oeand pmar adisposed of maboodanmxe0, Ch NR I", Wwnnsmi ln sonishysm Cose s Tip ea Bing of effluent Stem. an Ialarpmssueued POWIS mmpommiml5,pm0eal(mend mmarandd And aY Smar TdN1918nco or mmbtnma at v�dveM of 12 Man" IX Ams shah be Rdooned by a m4hCtl POul MaMMyem. A BaukY a, and, as, pawed b Me mal Made" auUom'Ty, within 10 days of compl bbh of any barely event STARTUP AND OPERATION Fom MM mmiaW , Plor N use of Me POSTS aixklrohmed S aMsl bm the polsombe wln011g FCdugs or "I'm med of Mee Mnk(sl remaued tera sePaOe Mtlng oopepbr pbarlto Ile�mnpetlons ere ffl default have Ne mn J Fail —If START VP AND OPERATION Fw 16n d,Up M1 pew pr WeofMen tat domagelystan da dN mlllO1s)el for re H ma wreaeas of lrcTheYme aNntltlea dm me ins mnknlc of Me mens)owne," by 0 I' pawns lenkp Men, a bye•eaccur eMens o candli agar ee. awing phase ,m naarurorks Ball 11 MCA! ve M1omnYMeInmhables y non During 1 henna•pump INjEe my flln MOE relmelplea Meer Whale. WlaniIn prefer I• Immee Gn evan'emalma "41be To ofe re, the emm rea uNel Inme,ad ,pewaMWlnallled A 1eramry Iwun In the e.tlapw tot MxlaNed NoME. µ,pm hva Weor," partner, ad palmnw n onere Lye9ep,pe9eMd the PUMP dm%areebenp Here„ 4Y eT In t pwnp mark a PlumMr, or POWfS MCIMLnv b uYII In manually opentlnp 0e pump mNd• b n•b• rarnY Merl• MMn N•rympM* Do OR MH mpay part' meowed rneand forMoOmi Am,normn wnoldMe of peM1 oveF bplLenWe NMIIL ocwmgl to eluwMN 15 Roduci Mn Pepe Me•ry monad of eLpmee Ball Wogea area. .mWlMpori borne, Arrena:, O mnli mICKIMSacoioln twee.', aWleewe�mWeM cleipnsmaelllfW ::yMn�lauc onIMF At Wmp) vale•, none and vepe,b, pmNnae' aemlim Mum; MNbMUI MUM w Pe, stlic k wl; posoll pNEun'A: peWdtlea: em ory means, tampon: and faster WPener LMe. ABANDONMENT Wean Ire POWTshat 6 prefer Is pNm,%ndy token md&urvlw ME Mm,MN dam Gods WE Oman Of Mum M nw swam W papally and Gtlay amismaned mwranaer eMm depear Coven 89.13. whoonaN Adm,mtn "CN% AnPppeWMAe ma plNm•ub.aW.arn.aed wd ue.L.nuwae pip ppmd>ewed, • Tnamnuda nMu,rMene TlN YitllMmnwed we panpaev diapered plgaspmw anamro OPa.v. INr w"aps, as panne, and pan Nap o- mr wed and Mlmvee or nor oovan removed and W wM pen noel Mn eon, pedal at Known lead hold metplBl, CONTINGENCY PLAN If Me POVIl9 M1N eM used any gnome Me fderni meaww nsva Meg, or MUM Ce When, W pw,e a wde wmPUND np,mmenl•p , o A aYlebe mliemmvd w. Ma boonmaiue and mry M Nllhed Wr mp lmtan of a rp,mmmr art abmrylkn gYeln TM Mp nl an• hLwW M a .mod fmm d NumwM NO wmp&iWI me NaM M ber marine Inner by reall'i eWecbromenellro erMPlcpaM APMun lolllneh GrL xdd. Fd,Wn WpwwlMnp wR ere. As asset W Me mod M e IIr of eM eft, worblem W Mention a wl,Ne Iepl tMOE Rayw`am aw,me mod monetary veM Me Mser eewynmelunw. A wdebk May epa, nM foe can to mm WbsDayF WIMIWNne. BeaMp aevanmaln PoYJTS,mndopyp "helping a bM met' M , ,,I, u e IW mean to nplhm tlw RIINnt wen �• Mhmaug.arm a IjOblempe mtanaemmamommua la Milow POYRse man a"•M ewNeuoe m her N,m"Formal m bheW emulM A ATl.ummt nr. ew mpammmlese, ewnMN.ndelny'nW mry foe lrwlletllm 1Wrewd mmp,m the BO POWTs. Ia eM Mmlma ado apapmnm.rYemE may be aamMemed In Mum WnaAlne relmml M rem eWamt M M.1mle.nre new, RawMtuaaM m eaanpvYem. mW mTMV HG as mN. d Y,d NMamp.. S moo INO» ENTERA lVMAXD PUMP OR TREATMENT OTHER RRETMNT TANK UNDER LB KAL CIRCUMRAKCES. DEATH MAYCiONT M O%YGENUE NDT 9 EOM T HUNT RR OTOF ATANK MY BE DIFFICULT ICULTO IMPOS VMETANCEB. OEATX NAY REDVLT. KYCVE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE tlFFlCULT O0.1NHQ991BLE. PO'MNINBiA1LER BYRIMAM R Name � N•ms � Pnpw / // � J< O q PUMP LOCAL REDVLATOPV AVIIWWIY N®a S _ �D Tnana 7/✓�—o i6—Sl Ins da was aWf In mrplMm eM N•Wr form A9.aepren OAR•m part hal) an s a), Wimvb AYnM fM p A I T csr-a.n_pl RECEIVED QJT52WXV92MTC dun 2s•2ali W,- cw.vrrs..�xv, n.mm..eww.wuvvu nn.v O xx pNl MI Nlwnylpn b wM1n+v i...a� EI MwvbOw'E Wp Hnvv J 1 E^x�m^ db Mxyb4�'x. gmm'rvx/J1oU.�li� Br+nn Eknus /n// �NR• /�6 �l Q r..//1 I a .... 501A ©®��p®®©�©�• ©���"•�a sa��UA1AI0►A,rI1+MESLrJDIi�G^I�I�J L�'J/6n�./IYTI�l�Jls% fl.T.P�l.7.Yi�1�Jl-1�I�7 �ir1BYr®�oOO o uu���u�uuuu� ��u■uuuuuu�u�� uu��■�u�uu�� 08 WHO vi u��uu�u�u�uuu �u���uuiuuu�� oe Mlffl uu�u�ua�u�u� uu�■u�uuu�uuu uu�u�uu��u�u� esL Project Name Gemlb Emholn Soil Tt Plot Pit � 11 AEtlmas 1260 Cry Rtl J River Fells Wi S4DM k2269M Lot T Subdivision --- Onto 6/26/17 NE 1/4 NE 1I4313T RS N/R18 W Township Wsiim ElBoringQ Well PL Propamy Line County ST. CR01k BMor VRP Assume Elevation 1o0 k. Top of survey imn System Elevation TBC-HRPSame as Bens M Scale is 1" = 40' SEPTIC TANK XADyr�WCE In AND O 61 = . IIEGA DESCAIPTTON nw=ty Loosoou . AtE Sm.�T aNR1-W, Town of ( L Y.f Subdiv an fot#-2—. CertlDed 6alvey Maple /dCl%�L77 vullme Z% .Page#�i. . WxP tyDmd# �[7 d.t7�vmunbe page# �x.ham Yev � Lol lioee ide®fiebk V m SYSTEMMe(N'MANCE AND OWNER C +L TMCATION Impopmue�mmkmac oPYoaeePdceJ+mmmmdmW[w i6 pv®Oue GiM1¢emhadlewufu. PaoPm c®eud a(F®Pm6 mn lheaWticbvl[ee'eYm"a Wva mecmm.iim Yi.Ma4ceuWTmp. WEn pu Psswm Me sp4mwuv6a[PoebrcEouo 93,5ZI) ssv CN, 12- St ivthe m=ySwlryatm[Owom mam¢wvice �®Pu T111tiueree�6N iv 5Coaffi 6351(1)aW iv taepm l2-S[Qoia Comty9� Utlivmce. Tw peopwy egeu m mbmrt mS.(]oiz Cory Plmmiv®&]unog DapHmmta wNGcaEu¢ fm, eip A bymc otw¢md LS'.meb Pbm4¢.ja®eYmuPl®bey. [eeaicMPlmbvarslmmMP^�mvmarYmE 0e[II)mcrosi0 mvlewvm maPmvl vysl� v a W ^Pm oPssvm6 wotlitim md/oe (2) ePa i^aRu4^u eetl pm^ W of (6vewuuY). roe aeP4c mY u luday 1l3 fiOoPebMge. VT meu^tlmvypea Wv. and WvaWwn9�w®�evtl Waemmumo,mnF wa,+^x'@^ dVmo M,mwim de elmtln4e Mmrtk b== w M by dw D� plG am de Da}mmepl ofblamm Feed Sum a(Wuwwp. CmtifiutiuuvtltieC wN yaw a msYammh bem vub0eivaf nuo be co.rgkmdmd[¢pvmdm des[Qmx(nm[y PkminS& zm�os naP.Pmmr amm 2d dan xme mm rem emhadao d.m. rrw M*ry m.lm.mem®nmm�.t ...m�adebml armrl�mowkagG Dw.emw me emm(a)orde Na�rytl T�Wwe.bY'mbmafv✓wgd+myJmirzco[ltl o,&e�em<ofDmh Oyu. �1 mbar o[b Irnome ee�� p S A RE O PI,ICANT(S) LDATEPLC wgvYm( urmda[u mMeLmvY rtn@ude uniury Pmmthm6[evohd by du Pleurae &Zmw lhP[ ... mcddcw hdd applimdm a mm[dd tydmi@ de geplem[orD 06 and a mpy of emGfiedauveymp if mdm Aa m� 1,.1:at' Iia e m _ m z =CI AnM REAaE AT[on aGM EL AV DN V ZI _OR si I` 1 - n a. ILI FRONT ELE AnON "A" FRONT ELEVAIION "B" 9/Z �y O x 0 0 y H 17 5 _ _ o mma9saen 316 0 G & x o 0 S NQR RPV Lv�J onms m 4/6 � �imnn ®w S�NNN RWALL R NGRN MN kWOLL&U WPV 1 t1 i 11 �5Y_aen-h� RECEIVED q jT82WXV92MTC & am'w.nivaA2ov M— w. wmmv...�..,Mat r r S mINIM las0 �Gnevum Vim" m.M.:mqoMMII iI and P�.�i. . :.a.,.. o�:emi�u:m ..gym. Y 4 6VNI-GM b "ma Phase pint all ln/pmlaWn. u. p2ryy Omm� Prc9eM HMlon w lL V• J�fiu //�'T EI w RtyaryOxx(s M.lYry LMX I=1 y ,,C J ❑ch ❑More. rYnTr Nees Canebulw .Ma.walraome.ae.xmm. cm. en..em.Y. nw,zo c Po ❑am .M.mm P.i.niiw.iwzf4 %(A Flaoe P4tin&wsbnuappllud. /i I✓Ti 7iMfi�n. c a�M.0 sv=Mmrro=h9oG s>.Mm eio.ailoo ©®p�p�p���®®®®®mom WMIM l➢l9/ MAM MRM® WAWA rjl : • : /E`LS9m MilliMMON M 77 t 1 lid, p Property Dmrer_ PaM IMF / Page d__ ®Pnn.mN A°°I'"° rwnnewn®.w.16i(LZn. aw.mm�.me r.n, _�,. saga "rm Fab. A 0 Emnaxr. b<aomry.ane.ss.n.�mmd. Pmuannz=eoo,<b l�.arss.m� TheOePvun rarcum neyua oppmmmry ae oe Prormer..d,mPlurer. If Yon «a u[ la=am need mnemal in an al¢m.¢ mmur, please consent the eep.nmenr a 6oe.266dls1 or m 6peLz6C-ain. •` pmp..ao„n., pwkn w®���®�©©��� i�fllJJ�1�ADEAI�II.TiJ[A�J®�� E��+3'Ai��ilI�1L7E�' .4.�7iJ1lJ®/il vmrex ❑ m"np ❑ pd ua�ne...naam. v.qn rci,vmmm. mm =� iiiii mm��iiiiiii 'EMva N1 •BOOs a]9�YA, nplatl TS5 ay.1W,ry1 'EAMatl=BW��30 m�A. sd l55 <3p ng2 The DepaNn omi MnC¢onmal m11 m alrcanmev3¢ua(lalt.pink mnucve'[ p01dctynmMdwmm iaplo6N.2W31 51xd ess imor or TfY 08360.8777 6 Soil Test Plot P Project Name Gerald Emhol¢ h n d Address 1250 CN Rd J River Falls Wi 54022 #226900 Lot 7 Subdivision Date B/25/1] NE 114 NE 114S 15 T 25 N/p18 W Township knnddric ❑ Boring (;) Well PL Property Line County ST. CROIX kk BM or VRP Assume Elevation 100 ft. Top of survey iron System Elevation TBD 'RgpSameas Benchmark Sraleic 1"-are