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HomeMy WebLinkAbout010-1006-60-000Willi ill LAYIN aeu mno omuv. eti PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) C00ery $L Cr01% Scantarl 617716 Aw,con ID No pssegPA Lmels0 Nm¶ Mike McNamara Cityuu�a TOWN OF EMERALD Gaiii...x 010-1006-60-000 BM ae. .e c� unclean N a.� h (ol rvra.nmaevM,p 02.30.16.33 TANK INFORMATION ELEVATION DATA TYPE MANBFACIDPEfL` 55 CAPACIN STATION BS OHIBY 4Wb " µJAL, A+ �_ 5C (ODD �'�°" Dial 100.1 too Boa�na v� PJ -5(a. O A.�:eael (anlr 2. )oD.54 r LI �E+I Bldg scil , Iog2.9Z Hall SVHI Inlet 8 W 12 TANK SETBACK INFORMATION svm 0i TAINKTO IBL WELL LB lwAninyl Dodge j16` iZati 78' Bl Boom R-5 y0.23 Bnle Ib i` >z0o SH, a dRO� An,man 1 3I 44, b f AemLm EAU Ad, 113�i Y9. v-I Hlug PUMPISIPHON INFORMATION RCF e1clAn Z�{.qDMaAddn Bad9�p /,ri51 /a00ei rvumee " {.F°0/,I2mal LenBl„. Oie u u SOIL ABSORPTION SYSTEM Iq{CMU FIETTORENCH „n L.S• In.a.T.a„n2ri� O.Pn 8 SYSTEM TO P/IR LOG WILL LAN Si LAM xMAi llor Tree � & II0• >2cv .x.m DISTRIBUTION SYSTEM wN, pH l •L 31 �73 ,3 w�•:ae' CIEje Oil Do ?! i SOIL COVER xPeeSumbardsv.f ✓g, ,nkc,- 4TIlOcen I Z'® mnau.ai2 mead eafa cil))2vm �'divn w x�... Um COMMENTS. IIneutlecWed"MAMncn p,rs.. ereeenl Ic) nUmMa yi CIA/ ALL Awan 02 Location, o,)BTHAME -6f+ dP� nI ��II �9 —a� I)All BY Beecn citin� [mal•e� —N{W WLIL, driltJ Oh'Pfoft .l��I%./, 1 xl ma... f,,Asimi >—FXIS'1-lyS 5�ts I-c Ye, rb Vy1 [�Vodvl-) ^tl Pan All lss No ae .r, ,e,naaawcne T] Ye U0sni pal. loci Led N. r - z: du� �mw s�C"`r �'e ' 11 paid �1mm Ask P O �a 7 62 wv hmnSuiMV Uo illel �uq(el ,L �I` 'per. OCi 042019 nmdlsw, wl oP-Ise Fo Ir Sanitary Permit Applicatio our lookouts. °, nm W. . tat .."pkktp n,r &For rc pya mix. �ila,.rl mm..r �b.. .g Mark _ repbre ��NOWN min - pm'_.ru _ _ "�-jy\;L-�..{,.'..s. I _ .,.<I»Ob <w,.m..,. bolo k3his-000 litsinal min, de,� loI Maps 0. I,IOr 2MWJL Fast Lot sP t. sa.�la Fors", arI, u o , pa.) „ ...a I11. k a Building LLfiuk WI lylapply) 1. » nxivn / d� 3 ^Ip.. ❑ Nor- .,.pmm,.m.l Us IP ❑r,,.f ❑smaa...,-B�mM,.. — ❑ was pl lax 7��, �.,,..o.. 0To. . FMFRAlk n1.TIenak coin lea breelnp I,.bbl A or ®R ❑ ,.php,g .pla,<mmlmW El Up"MrAlsoo.". 0 Uor.gr..mn.oup DAFFIrglassal ❑F,mdu.sk ❑r... I ❑p....l lnreB, w... �'lPir .��r..�//.. ....yy__ VCbukall m b/�s�nB..a IV r nIPoWISS •¢M('om ,ulhFvu[ Wad _ °❑oo y,,pMakr,.M❑At �� old<Nuaf..aabas.1 T.M"dloFri.M❑m .mlmpl.m, ❑p,. f IArea lod --�Papma roor outorsill Ik �tlu r.w s.d npp�ia nw. dla9 Os�pzml me. "Look mWn u;wmdu IpL5 pl(7 W. Took IaO ,.pLL.FN.BmgTkw (XPI N. Bvvll traps trid _ Ma, �. roovBnporblBhslaMorriss YII UmebF LlYa.tivtlpa6..a��e fWe ww'll Je.urW /ar IIs I am ilnnu �plvmh. E Milk MPRIF took _ Tdd So, Ova, IN F... SpCod.l P.,W4T08'°Ave for.... Wl54751 vn min /Be nmenl Vm nnl AppN..< Mapis. I m'so.. poi Fool for .1 IX l'mdl qo4•Fital fropiPPr $�� ibask I& f/ .ki .m..g•mpfo; s�1 .,ouFai ti ork. m.a 'wp i irk �>y[bYa[�l:MmeNu �-1s21 nm981BW 14) 61� 6g6 k.-T>7-r••4.eaSe "•y�J ,_�O •L..��'e�,.ur< Sn 1 �Jbytd t �s�� I9o1(l�r..ue -•19u . � � r ` � � + � pad r5"7 R'�✓, 1W503H Rca Bud T Q \V950�Hemlock paaC $F1Yfr1Vl 6Y-'1S� (/4h IIel ' Mo Oom. WI 54755 `'3✓ iiS5i9A 4 µ.lo++� Y�Srw &�FJ �,•111- aJ9 �ZGGS d� iJ 3c 3y� ._.a. September 27, 2019 CONORIONALAPPROVAL PfAN APoROVAL IXPIRFS 2021-09-22 Wang AN :PNTiO31902035{ WNDIPFONALLP APPROVED TODD SIN2 DEPr OF WEIY AND PROFESStONag gE;NCES ESfi09201 Avenue DMSION OF INDUSTRY SERVICES Menomonie WI5B5T //ff SIZE: Mike McNamara me fA pONOENCE 2580170v Avenue St Crew County Town of Eme ed SE X- SEX -52-T30N-R36W PON: Description Mound Component Manual -Ver. 2.0 SEND- 3 Rest rwm Mound -850 GPD-New 10691-P (N.OMI, R 10W) Construction-24-tebmdinbfactor- WeswR Olrtnbutlan Component MinWl-Va. Effluent Fiker- Manorancer tared 20, SBD-107MP N OM, R 101121 The submittal desc0bed above has been reviewed for conformance with applicable Wistontlo Administrative Codes and Wisconsin Statutes The submittal has been CONDITIONALLY APPROVED This System is to be constructed and located in accordance with the enclosed approved plans and with any component manuallsl referenced above The owner, as defined in chapter 1O101(10), Miranda Statutes, s responvble for compliance with all mtle requirements No Perron may engage in or wqh at plumdlg In the state unless licensed to on so by the Dawrtmort cer a.145,O6, nets The following conditions shall be me during construction or installation and prior to occupancy Or use: Reminders v The building sewer shall be hrtalledpnsuland Per SPS 383.301111(c) • Maintain proper well setbacks r Avoid areas compacted by animals. Animals must be Afford aN of mound area after COM"Nry on. v "a mound site shall be propari prepared prior to plowing. Any grasses lumber Than 6- shall be Cvt short and removed. To avoid reaching, arty leaves or loose organic matter shall be awed up and remomd. Cut bees and ehNbs flush to Me ground and leave stumps. Avoid operating equipment On the mound she. It necemry, use only tracked equipment, during ME Conditions, Path minimal passes, To avoid comparnon • A cursor permR drug be obtained from the county where this prMect is located in accordance with the requirements of She. 145.19, Who Srytl. Impersonal the prvaterewagisMem ingalWtion is required Anangementsbrinp ionshall be made with the desgnated counts oMoal m accordance wish the pravmons of Sea. 145.21 Ms. Strts. • Astate approved effluent filter is required Maintenance information mug be given to the owner of the tank explaining that periodic cleaning of the fiber Is required e approved plans specifications and this letter shall be on site during corstruncild and open to Inspection by andifircrured representatives of the Department, which may include local 1In9s69Si_ Own«Responsibilities • The currentowner. and eachsubsequent owner, shall receive a copy of this letter Owners shall also rececopy of apprapnxe operation and maintenance manwlls) and be responsible be schPal that PDNTS is operated and maintained in accordance with this chapter and the approved management plan under s SIK3gi5eul. In the event his sod aheorpton mein or am of component parts malfunctions so as to create health M1aatre. the pracertv Owner mug follow the contingency plan as described in the approved plans The owner is responsible be submitting maintenance verlficaticn report acceptable to the counts for maintenance tracking purposes Repnrts shall be submitted at intervals appropriate bar the compo erni utilized in the PoW6 In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary forcode compliance As per state gets 101.13131, nothing in this review shall relieve the designer of the responsibility for designing a safe bubdlny structure or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead The above left addressee shall prsage a copy of this paper and the PDW6 management Man to the owner and any others who are responsible fair the installation, npection or maintenance of the gOverl sincerely. CECPi %ZGdk"eC R[e(Elizabeth) Rudmcki Wastewater Specialist/POV?S Plan Reviewer, Dlvlslon of Industry Services (608)400-3186 edmizeth rudmcklerwi c s go MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name Mike WrIamyi Se4 preen Omen Name L1 "E"ONALLT Oa sAddress 2W 17M Aft APPROVED DEPI OF SAFETY AND PROFESSIONAL SEAWDES Emvtld W51013 DN 10fl OF INDUSTRY SERVICES 71S938O05 Land!DF¢dgbr SEIM SEI M SR TWIN RISK CZ� �lARML% SEE vOH0FH4 TomeM1iP EmeraM County St Crop SUW'rviabn Name Lot Number Block Number Parb110 Number Plan Trammon No plead IMex am tope Pape2 Dap erty, Pala Moune drmrgs Pays Dierel arM Wse bank Pepe 5 Symi mamterance mcLfc tons Page Management aM wmiroal pan Page] Pump curve and specdtianon6 Pages emuent finer Pagep Sewl /Ldppmn tank Ppe 10 Plot Plan Ceagner Topic! L Sim intense NumGx MPiJWE] Deb 0&111p PIIme Number ]1YI3SMIL 51)nelure OM Vernon 20 nrblb Mound Comgnanl Men ual rpll a P yr 305Bbon ailNol M.r STP 1W12). pill SSYAIP Poplutim aB ompn of d Mal Vef 20'ral Nerawks M B011TSAS R 1011 all vreaFun OISMpNaI compmsrll NanuN Ver I0500.10)l6v M O1Nt. R 1Mt]j Vpdell70 R 11112) PAp1W 10 Mound and Pressure Distribution Component Design Di wovsne't Site michar atbn IRc R ResgmpW or Curveted Cnlgn ]neNtleeMYb JW.W EsumMM Weekender Fbw(Od) Tilde M>N 1 SO Peaking Factor (e g 15 - 150%) y„nya yay�, 05000 Vesyn Fkm'(gp]f 400 sice till(w) M ab Contour Line Ebwtwn (n) 24.6611 Ceplb m Llmnmg Factor IT) YAO InaN sel kaphoppat Raw (Ipynrl onL_Neueon cell InwmlMbn TS.W napersel Clla hNmO Corou (fl)= B000eIW in 1.010=71 COW: Di Loatling Raw (gpW) 1 Influent Wasroater Ci(i Or 2) Am the 41aNs Me hiseet Int �__.. iMe confident L� Preaauw Enniskillen lnMMbll hwk] Enter YaN m IC orE i CareerorEnd J02 eal ii(i)slam" oN0highener0tawmbn (I)_ LMNomper S oft lolls) or Ne highest pant O40 Cents ameenY od0e Cmmeler IlSt 6011Epinal Drmw Sr(n)= nea rt'mrmce 3.00 (in) n) Foreemein Liagth 10.0e. gin eve the lw2mein Min CaJl2 [—Y� 10.00. Pump Tank E4vafon (n) Enke Y or N Pump Tarn Elevation J25=1 Hee]Ifl1a1J 852 Fppmein Galneack(W 88] Venir ILn (r B]JB as Vd] Volume (get) 055 Frkfpn Lure n) ]Jgt Minimum Man Volume (gal) 0.0g (Mine Filer Late (it) 2CW System Cemano(Opm) 12<] Total Chronic HeN(fl) ma Metal OlanWr Ue n in Eu. 5_ chase 125 150 200 JW 300 _I OaYaNrA Cakuwb lopWnall TnWwM TanaankCn TMi Tank (gal) ��gal0n tW0 p01 Septic T_ACakpGy(gel) __ Weaken Lea ToelWMxp Lead NURCNImncrel0 __IMenuMCWr¢r palOffeath8(MI (enter result mcell elB) lbe Tank lnr tin EMmM Finer Information M000 Dote Tank Capaoty(gal) lamed IFnm ManuMtlurer 15 231 LFm Tmk Volume g9i __- '.. LT 118_ Triter Moue' Number CYnWb WMleb _ `Ma wp rw _- Project Asks lichlamaa Septic eytem Pa 2M 10 Mound Plan and Clouds Secdc n Views Mewed Carrlperram Denwwt0rr In. exrenaon made 8A A 800a E 14 n H loft K B)9X B ]BWn F 030n BWR L p1C]fl D 14mm a mn x w x K5000 pla) Dispersal Ca4 Me 11g300 (Ile) Bede' Area AveMble 6 W (Ypon Llrear Lo din Nate I ] W (n)1110 B DW. Pipe Placement Mound Cross Section View Aggmgate Dlepersel Area pinwheel G,eae 1W I9(n) =� IN F rvgwnl WI — g3 50 ift) Lateral W (fl1�I-Inman Deperul Cell D ° ° W (P) Commur Elevation a 0 %site slopa caotex5le Fabric Cover &WIas KaI' a Dispersal CW see lainaiceandI 1 TopeN Cap a 15n Page a�for numM, 11, 6beol Cap o. p ��e(� T mg.r Li ASTM C33 Sir ys / — F Laterele are mqumly TPNW Uyer $j¢ 0 fl *wblLnnl awma rm 1a Atwregale �$ ° muneulanrcn's i A--i� wdd,1,on cell Ibm) Rqa¢ gede wNamere sep4 system Page 3 of 10 End Cannewdon laEeeel L&I DWWM NumSer of nuk g CrMU Dement12�U 0 4Mnl pameler I W in 0I Spacing (X)R Lateral Length(P) 131a, Onflose Per LaMrGLaMnl Swing(S) 303n 01 De" n'/PMke Latanl Fbw Hate 130.5 gpm EYmktl LngrkR System Floss Hale 24_W gar MennsM SuominTMI6ymmcHJ 13 a] n Facwtum VeMqN1x Dwe Tank lMomutlon��� .0 wmnso.m eeaeemnuM pwxecamw� 4 On ieM mrymplkryvarywnyt meleppel mI Hu3cup conMb 01000 1523 Manuktlui GMbne gal/inch Ce sup Volume `7`n Irclw Callma N 3Is 17 3g1M a 200 Was c 4IS 73 g1 0 10001 15130 ram I a Wj 6a000 F,wa.awMnr ] In W ap aw w amwi Norm MemuhcWra SJE Flwmbus — -j NOR Sx+icnes Harm MCMlNumbx Tank Metf. mnWming mercury may not me used in Pump Manwitmr �W me system Pump Model NumW IM151 � -- Pump MUM OMNer gOW gqn m 11 a1 flTl1 ImpneeMilo McNamar Sepryc tm Pege4of 10 Mound Stralem Malntenance and Operation SfaacMcadona Service Prowl Name I T L Smz Plumbing Inc Phoney, 715-235 2604 POWTS RegulatorsName ST Croix County Pnnmy_Plronel.115-3864680 DeakinFick, Page 450 go Maximum Influent PamY Sae Ir6 m E¢EmabE Fbw Avnape Jpp 90 Mecum BODS M myt Slope: Tank CaDxRy 1CW pal Maximum TGS IN mp1 Boil Abwrptiwr Cwnporki S¢e 0.5p le Muimum FOG Sp MWL Typed Wafteweter Dwiesbc Maximum Faml DOMorm atOFA chJ1W mL Seark: and Pump EffusionFlltei Puma aral Cmtmk lean v,aesura Mabm aurer Othe 00e Ina t ardlw servjce J Slwu to aMclean at but al¢ 3 Test once eve2 3 snouwtmdmonmi m LaterNa ebonw be stared pressure tes3 n Sorandi seepage grace every j yea_ CalITLSf pumping Inc For Pumping and Bervlce. 1 ObservaNn ppss are sbtte l and moderate conform to T&as SPS 384 M 1 have a watedipM W and are sacursO In as sawn in tad mound component ma ue 2 Duwrsal roll aggdpaR wnkmrs to SPS 3643016pi), We Men Code 3 M greenly and pressum prop materiels conform b the rdsuinemenb in SPS 3W, Was Mm Cape 4 Tillage W the basal WEE Is acwmer plaid am a muld board or Mlaal Plow 5 The mound structures and other dalufbed arms will be ssMdd and mukMd b pravxnd stuff erosion and MID reducer exist wmlnUan Lateral Turl Dalall Finished ......ML ......... Grade Nx% 68' Dbmenkr Lawn Threaded Clmnwl SDnnkbr Valve BoxPlug or Bak Vsk" f%NW1n �.�swmUndsrs wa me Guam a Lateral Project Mike McNamara Septic ryaMm. Page 5 of 10 Mound Syahm Management Plan Punuan\bsP9]L ". Wl. 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Pat 10 Flow -Mate In high hired dendaut or effluent igralicarcins where pumping IOWIV Of pumps 18 know, for callabrohnflurebrindeandpannomence powder cratted Granded, finish add up to a long wong. throuble-ftedisprodinal t aquvmnX6 • sPEP a, arom.pwlronp.. • nenepurche e.v,a.nre SMIWAPRM9' elMe,pe AIiInel liP intrinsic m mmnphrourn,alim wrvewlmna'�'at improper ci 145 La' 119 mml epeenul epliAm and iry wilt reptller Xqe Me ISM"' "'liable 145 eeeul Nuek Shaft Sent ""tuns ei for added p ... 01 male 141 cormorm wm`d.ma.,nrsmw oar, eneere r+ ,, foci ,5, Dose -Mete ThIs Is our homes a commands designed far reNaral" town a arms range of Oppilconsonor, They am Met awmand to applications with low pressure pipe LPffl and ... I r,, design and corrosion A non clogging voll imperfor add up do a long lopong. troublerfree product nwSTEP ...... nto Mol alma. Lgdlmmmercul Eewn unp sPECAR(JUM Ng through @HP _ ur Ia,m a variable Ideal mm epenleueem owaMwImvmm leerm impMlm l M" nbermrtlpn an lxealul Mass Neet iMt)N MEN ISM I e So do us an_ wAsIS a oau eeeb naervee. grouse; Adisho dam I ea_mn9, 19pcan,en l '+aegnnm -1/0 The Best Just Got Better WOD The most efficient, the lowest maintenance, the most economical effluent filter! • Nearly Twice the Filtering Capacity Estimated to go 3 Times Longer Between Cleanings • Cleaning Made Easy • Does Not Retain Solids Between Plates • Lowest Price 0 NI.Sfs1IR9� - Eliminates the collection of solids inside the cartridge. - Nearly twice the filtering capacity of any other filter. O Y � . By eliminating solids between plates drastically reduces the need to clean. - Cleaning made simple and efficient. jr- LT-1/8: 3500 GPD/Residential Strength Filtration 1/8" - LT - 1/16: 3350 GPD/ Residential Strength Filtration 1/16" LT -1 /32: 3000 GPD/Recommended for Commercial use with Residential Strength - Filtratlojn2o, - LT - 1 /64: 2500 GPD/Rlronyhended for Commercial usage with Residential Strength - Filtration I1W _ 1? //0 - 2700 Inches of I inear rnf6nnn Oda,A1 , v..:,....6,, r.......- QIRET 3Il EIEVAiNN (TAM BASE, T t m Et) O M. WRE = TM (TNM( BASE. TP. t ELVER) E �� tlw r 2" v wi6 �., lFa� UKrE �,✓"n Rry Will Heide Sot! Tmun9 h,m pr rT" Aj-yl &<II C,•� f 1 - ��`p T— \ Hemlock Ro5C oWv MOn00v1. W15at55 Mon v�w,al.iem/aeagaer�amara..sm v/a ra� awN�a/us/e..s sau evnwnnaN aEratt' m.�aw�xnms xs.vn. �.cw. w.xY •mm�moN/.om.nm®ro..e 1a.�-....7.....•. ia:.nu ...a. 4 ..nr.uaw.� �a....swmau,. a.ml..amweo..' c.a1n mda...iw Ne,..ae.e...ro..�l».•. - .. -.. vN•r Mn oil l�Yen. 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