Loading...
HomeMy WebLinkAbout030-2065-20-110x' PRIVATE SEWAGE SYSTEM Sri and ewui.e o-..a. INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) peremei imm.nzmn ym pi may be ueee Mir secondary aui Iom.w a...1 s As I1IM11 030-2065-20-1 I isjor, 1>60, 1>so,IS' 1 fi-16>,+I I e103zgl WEi �dxJlWi 3, ,�5, $5 x ...2 ` NFOPis x.e } uT ./ C )5%1)6% esoc weu %$D snne)smeae r>eo' . ROR uxrt +.ad,m`l �+ I -�drESparlbx OISTRIBO nemid oX dot m�neiFCaw rem m•a SOIL mil oaPn.�n c.m.��—).5` Hoduron .,7 rz" :a° °°°°s"'A y" d,ay1C, oxd �xo COMMENTS: prcauea rode aiavapennaspersons poi ea) inspenlonYi 'fTw1`3 LIT0.'2gnapauonm Lc[eXon 1250 Hits 5i=\ &E +-'ks1rIi d kA F wiI i )ateM cexnpmn-ST-2 Corer- ST-2= WiPF RV\k GnyJ l�bns iti z)eiaa:eayeriang,x-14'-J(v.1s .ud abscrxtiro�S lbf}in eH er.Js� LvP� -emnnmi ihsOlsL�lwc2" inSJ lo." <e fire It 4,xe., 4tri Use en onruenadd+ G .e fknd EaP J edth"me. Aiaid. d, �xnei �n a.. ?p Z ._ p sai -Gx�Si1� sii SOcve, Gba.u�on[fl wasw.xte,. Misr xo w W.I WUMngm An yy rr jfp 03 N pa Maaor�i Tow 1 bzv99� it Application w mli-o vwm. .,l...w�sme..mma. "'� Ze 2 9- 1 m.m..e>..,.r°.".:.mw'w._I ::av-.•."°mew"' ..ern w '-...w.lmr. CM") m,.mw.. o,R-zoos-zo-!la u BeeNMaJ 260 STN� 3-`: _u Icy (.6oSH-lo) 0 Was kD50A1 I.dz SYO/b rve.x.r (e5l.,ty(-04.$ �K w NY r 30 (mn y�yt wo R ft vfy acys - ❑wwm-w.lmw avers zs_sayg �r._a sr. 9au4w utry..rv..m N..rb _.m _wA C.4zw.r.gwnq �. atk,v,� onwwnmin,n,mwm„„mrvy ow.Mawmmwww.l.mu.l rv. rrom aw Nw..�l.�l,.� ❑e...w. ma..A ❑Aww oM•.m ..m.+l,m.®I ❑M..e<„m.r..wa 11. y� I td4s. w•rr.ys.m•alml e4al.rn�. s °'y n. n.kl.re �vz rr: cSa 9'Y.2s 42, 70 amp ramrm tmAEL napLutncU :_ -� Qj138ei >/sY2S(.>ji 296 CTN. IL¢]C �A165 Uu 5402a DAgwwa a v Iva "va y'-- S�Zab IX Ce.CN.aa ' STEM OWNED 3)1k_5.�aa,,,v tlt, SeONRIk MM,entlnlerantl dlwrol WI must Oe WN¢ lm. m1ME i .ncemmpmrm. n�at„ c,nmce. 4) sn'•eN-Ott!-S6W- z . n 3°=-f r- 0 Dt ea pet eppnreolc ccaalc�amenms "` p> `pA".''iG i�°'•" _ ]� sre.Ku. Duo- .,PI%.� IIS(�Ilt 7��. :yN�2'iwkrnu'�� .p`'-�-'��-f:¢-'f*r-,-• lM.� S)� % Amut-, IH Ljkts o.QP.x {�'+.s�"(L4P_Imv_o31i aLL' .�.aq�°^ bz 1n...4�Q .o p� 4)Srit r+•u#-"6�iuw.aAi +r,�:�ReD GAo re All.w.a�{j ! m,..µ•Ls` •F .'q(,�,„ 1fl,•,rtT c >+p.AowYs O 1V15 I40° � : /bl I C9N zs � 6o rats /f_Z T�I,1 R2d�'(LLL RY X l0 /°*✓r iJl`r 4. 1 9b—wew Q� GO �wz 0 /� i a ai Fr. (d!p[�11ml44Yd1 d= Z 37D A3*s a 9w p�;v',Re ice' t77 /aumK W r TO ZV% Qq`Q yy D'D YI t' Ske location: 97255E @>9927'too 6 SS �� aas8 —�i 92 7 S E @ >93.T contou 3 K 5 Vy E VF M+iEf9�� �oiL fREa�%� fiF TILL ClOQ.W/\wMf O .Bm? ��µMl ANO � tKFls M 4 'coPY `.: S �' ycrmlX Aa`Y �rrm.t,rrrosr.l.pul ud.Mh s3�m-nu Sanitary Permit Application 851U1iPL'�'L .YnCNe.b,m Jtlebmmr ��wemr•+m+..M•+rr�nm. Nd°ambrkr«��Wmwn� w Me/dslYsrwmmrtieW�) Mr�firy `gige.m mm. a.srpmmt � \ L Yr�lYt-n�Lr1.Y1W�� C�'ye/ Tp.Ov11� So5Ept7 BQeNLwrJ 030-2aGS-ZD-1/Z/ 26 57II 3- P ubs0,tf WL ail-/1H•P rT 300 n L 1�TIApY lO "i MLbI 1%f . ..wo-r.-....a, 3 _ ❑o.m ❑awa-oes.u. ❑vrYr mere. YLT)p MLmae (0.1.�mY.�IYeA filYe YsaYM/mel.l ' ❑Y..Ssa ep. On+en+4vvmL�M ❑mee+u®mfssA+mlrrl o nwr.sa o.....,® ❑o.Y,YIW Olwerr.m,. rue au �(pl ear�r�Iowls.n.,,e ❑nm.m-^_ O.wma O,. .>r.✓ara ❑ar.>. aara ❑Iw.ra ❑o.m"M.v�l am.mro...mm� V. Mbex�W: a.P WI LrMYOyidswml 1 owMMupJlq py. ML,MaiW s)r z av tBD 97 zs 25 • 4a,'X1 vLrr 04 ar or u. aa jj VLL 6bls.-Lr YYwY..rrNMls�.�r--" nA er.a"n) m.e.tsMm.. rro� J •6lCHs}EL �N1ALD Q313fy 7/S42�b2D ryL*N •eTN. FO. 5 ZSS CFO. 5 116C rhtLs Wi 5y02a vm ❑MwM ❑uMp,a � -a u r..sys.. ❑OV M.11abm.l IX CYIr JAppweeas.� L.. phgpe.el sa1Wgmmm) ; di �p�\. '. Nx rnw�px w.xw aw w.ywumw aerosol 01 ii j/ rM1'MYnJ September 1, 2020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2022DI Plan Review. PWTS092000299H [1OMMONALLI APPROVED MggY 10 HUPPEfli DF➢l OF SAFETY AND PROFESSRONAL SERVICES 28697 King Arthur s Court DIVISION OF INDUSrRY SERVLCES Danbury Wl 54830 SITE Joseph Brannan 1E50 STH 35 SEE CO PONDENCE St Cron County Town Of St Joseph 535 - T30N - R20W FOR Oes "'on Individual Site Design as allowed by Table 3 Bad rooan ln-Ground-450 GPD- 383221 Replacement Ad 84" b limning factor re sued The submittal described above has been reviewed for conformance with applicable Wisconsin 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 manuals) referenced above The owner, as defined in chapter lot 01130), Wisconsin Statutes, is responsible for compliance with all code requirements No person may engage in or work at plumbing in the state unless licensed to do so by the Department Per s 145 06, scats The following conditions shall be met dung construction or Installation and prior to occupancy or use Reminders • This approval recognizes the submitted plans as an Individual Site Design that does not conform to the approved "In -Ground Sell Absorption Component Manual, SOD-1 Wo5-0(N 01/O1, R 10/12). That Is, the component manual does not allow the Installation of in -ground systems on slopes >25%. This proposal has the cells on a 55%slope. There Is an existing dwelling on the property served by an unknown septic system which needs to be replaced. The lot Is covered almost eMlrely by slopes wall and there is no way to avoid nMalling the POWTS in a steeply sloping area. The Installer is responsible for installing this system in a safe and responsible manner to maintain the health and safety of all Personnel and equipment The Installer is responsible for ensuring that the installation shall prevent seepage and breakout of wastewater moving laterally dance lope of the cell. • The system elevation shall be>3' below the lowest side of the existing grade in each all. Install deeper if necessary to prevent breakout The EZilow uni s shall be covered by 21' of son met the top of the geotemle fabric. • Install and backfll the Infiltrator tanks and distribution boa per manufacturer's instructions. Prevent all components from freezing per SPS 383.43)8))c) • The cell shall be backfilled, properly sloped and seeded after Installation Erosion conhol measures shall be In plan prior to, during and after construction until the slope is properly stabilized. • The existing system shall be properly abandoned Per SPS 38333 • A sanitary permit must he obtained from the county where this project is located in accordance with the requirements of Sec 14519, Wis. Slats. • Inspection of the private sewage system installation is required Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145 2O(1)(d), Wis. spats. • Astate approved effluent filter is required Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • A copy of the approved Plans, snedidi gnd this letter shall be on site during construction and en to inspection by autM1oi zed reoresen[at ves of the Department wh [M1 may ndutle local inspectors Owner Responsibilities • The current owner, and each subsequentowner, shall receive a copy of this letter Owners shall also receive a copy of the appropriate operation and maintenance manuallsl and be responsible for ensuring that PO WTS is operated and maintained in accordance with this chapter and the approved management plan under s SPS 383 Sall). In the event this and absorption system or any of its component pans malfunctions so as to create a health hazed, the property owner must follow the contingency plan as described in the approve t plans • The owner if responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes Reports shall be submitted at Intervals appropriate far the components) utilized in the POWR In granting this approval the Division of Industry Services reserves the right to require changes of additions should conditions arise making them necessary for code compliance Asperstatescats 10112)2), nothing in this review shall relieve the designer of the responsibility for designing a safe budding, 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 provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWIS Sincerely, CeC& Rudnick cece Elizabeth) Rudnmb Wastewater Specials /POWTS Plan Reviewer, Division of Industry Services (609)400-3186 PAGE I OF In -Ground Gravity Plan mrvamoseur Index & Cover Sheet MPRMI) rommixe'lam penal Dmoun Reftenne. DOT Of 34flY AND PROFESSIONAL SERVICE! omston a aousmr sERncEs Vdalon 2.0, 59610]116AM a1N1, R 101`137 Py 1014 Index & Cover Sheet CfLcdrk Py 4 of • Plot Plan ass co �zwocro: Py 9 of A Dispersal Area Cross -Section & Plan View Pill Management Plan AUaC1mwnts: _ Enclosures: FwK sfg's _ POWiS Application for Review 1ANK SPriS Soil EvaWation Report B Site_Ma�_ E] F. w .. _. Project I DMCNPtlon owner NarrWel: T. UENNMI Plxor: lfi- -1 sue_ owner Aferme: 12.E sTN. '.� /t LsmcN i.3 71P: syar/r Pm)ecl ArleraaC �s Gout Lot It _1N auctionof=1Nauction35 T N E❑or WE) TownaafP: ST. JOSCPil cony: ST 401A Pmject Parcel DR n3A_'bt1/0 Designer Naen:l I4jkwP PlLnln. %li -!"- Ijyl D gner AeereN: 2y49-r K_ +Y� (+ 1) amen; ho4lsfndesmn ��mflmK.�an Llcene Number. Remarks: ..�� 3wupkva. y LZER N RK ylWes )25/a, Signature; �a_ ! .AMMO ��l ��ii q. L n63 feu*DK :1 y :)iw�w.n �It6 ao x l* w ranee � •L. 6[ �x;ooq b BDR 4qp9"02, y�{ M Yt Site lMocatio RT BA re at CN xep foL 0 DW:' llz.l7 3KV iM1VX1�c5 9725S.E @>99.27'conto 3.MWiM W+ g2.se contour FoR F„)-��`X� DN L1m LP BmOM TRE.�x'M AND en�EIID Btlrlom e'er y REICw ' IN -GROUND GRAVITY DISPERSAL AREA Stopped Elevation Trenches with EZ1203HP Bundles 3-ft Trench (down -sizing credit) to Sy wm Elevalby= 25 9L.] k CBSERVATI� PIPE DEfgIL M� TYPICAL TRENCHPLAIs�..Io•.maul.Iivaaaw m..ae, a, .......„Pe F; "`'°0 Pnk l MEW A.0 (No Sc (NO StH18) Pabalep tivdm0 I�aw ID k .a.,....- _ ... A-30 fl 9 y T msI n cvz vEi6'; Spq=s`ry�"MW INSTALL PER TRENCH. EZ1MHRuMle eIz.BLawls e>Z i+o l (e Nry Q .e AIC,m IDS O 1Dk hw6m®60N EIBNU10= 3�0 k' DaeMMle.0 an•�. L.cl i3p-2 Tffi.uEs T1) + ( NdMa ®ibl F9VVY. 25 k+ iroul n.+wniv..n.u..ryw..a.� _�.�� A . PmpoveE El3q PrFw T. 3Z5 M ReVwml lrlAlMtlm Alm= LY, k' OIe0lLukm M M. z 2 oenM"=Pmp eET0IaIEISA= 660 M PAGE 4 OF 4 in -ground Gravity Management Plan IMPORTANT: lne n.mer of Nis inymuna gnsety stobw shall be responsAb for nn perpetua opnmM.lUrrerYsrMww^"e'n °o ry^•mrenls of 5Ps 332. 3G. Was Aamin code pu,s'am 1°SIPS 3 52 (2) Wne. Ahfih Ca<db theme ahea ce wnsaerenahuman MaM nelaN R ncl maNmmed n,c canoe wnn Inrs apry°veG ma4w^t qsn_ accorsrmne. ail SAS M ant mV%fiSC Moan ies shall Ce pnelu+^W by a rR1eMl4 PGMi9 WmnIMI n amN^e^z wnn SPS 383.5213), Viec. /dmn CMe. Maximum I A=oomatlrw Lens: Declgn Flown _ grad; IWOs S 2M mBCs: TSS S iW wgCf; FOG S M NyC lreTc%95VIwl INSPECT EVERY 3 YEARS lypegleve wee New^ wuex tame Re. o, I, e up, fvmgama. Ne) mhsoeawl nW4nNon (Ae. pumps. vWw. Mrcnas, noels. mC ) rnysiy4tlpw (i9.,MakSbeArn °Tmion.erc) e., ditridAun/Ortp hoses) JNaa orvolbone MmMeseLi" excae«ne fee,antnnyniAneun°nappWen'ses' (r o yycl , ^Ym ,gi n Use n e_ n a.41 Poo EmOn mWaEa, «M1Lnsl a16Tts. °lCA Yt ,nt .. pcohro fn tlisinM°n pAl pnw to p r ir51 eA,,, nregulnnLesMa, appli,kby (ne., pump recy°hng,, Oual ssy, settings, et) abnnreinn,ga oa mass pNmpl (Iingamee.x,ebb fmai- le,lmse to boom. Al wln ,im ltenl m mler9 cnfeepluggingfno"no Mara se"ypmwre-mnFa'ebnevprgs]M1�«il n am a��rpeaarx+era«M..-age l,3«-^p mm m.yvA+^fea Mel CM1 )mt MAINTAIN EVERY 3 Y (oe mien wceaeety) ta&W aWl he pumpM by a cannon ugeae smkiret clamor licensed rents e]a1 a Wls Slels.when Mcvdunthel Mllna in yI tbason o;sall e p MIN to NIdw3r ti Assol °Idra YnW)a asrMuheOOy lc[q «Mnvlm. LYSosal or wMaMe shall he punueN to NR 113, Vfic.Odnin.C«b. r Ftn•Mtlnual M°II Ue NupxtM every 3ywnBM eIWIEe rlesraE alrw ^ecweW l°w^^+e sry eccumamel w0W amlydln0 to mvWedurKa ePetlSCYJaN. A wnlorq pesiM MN emne be team itw 13 mmina SYelnm nblNMarrw Iporb shall be euMrXW as Offs Pr°Pr Al aI pwermrenl un" In � MT SP9 ]ST.S6 Wmc Adnln. COM. QM e«IfPMe^I MIu mellunsWff b: NamedliWsvYsl«mlOaH'- ATV i1cN E PMfv g/S'42fi-L lOU l«a19oiMnfMl vz S"CLa, ,Cofsn uuinY *XV Fi.oP M£NT Plore ?T5-3eh 44gd L«y pvernnMluNedOaw u . haT ZP Syn/b Any smashes ban of Vre rystan Nell be"assess ,missile «names meal toS M,51(1), YNc. Pdms,. C 1e. Repair or npleCanent o1 TYmd prTafUn11M11G mlgeYlAb NN MnpYMlff $P$ 3R1. Wee Adnnn Cede. No Alcohol M aanW be physsi emt«eMn aiM pcf B rwY be wed ugwepvn WCndepnunemm acnadence why SPS W. fell fi nb. Uam cp amcv Pwn In the eves WI ant Ailed (naTiaM mmlmant Of" MG oalrot be reWked. 11 eh64 as ApmaA punuanlb earwored ape eeWlaawe byancodemmoMlre d®alsal hooporse in o�ie-'dN e�inime maw. 0l neMbie wlle�he actual oawma.am a saeb✓a entail 11014001 oNiNonamewlnsaamw. SOIL EVALUATION REPORT apa! a 4 n.comonuwa aro.n, we ren vm Include .epc.�:aaadcmMMAdel �m ab wan 01 yt4x,1 WI, dead e l Q n l l lrc.ln PI. m wawmmtamaldn accounted deaaa m.wnwto wmal Ph9a6 Pat all Iabnnellon Dry nm v'�pws mnruwlom u+Prepar11 a WI Gr.^b sT CROM Pwo 030 x03-2-I10 by Oq Healy Gal JOSEPHT BRENNAN 1WIN ON 1,12- 19 - 14 S 35 T 30 H R W jI�j�I❑('j i:(o hgarydavM1MeRry Mom WeSTH 35 lax,BbJR I Ill Xna>CM x5-SBd9 HODSON, WI 54016 6511 261-N35 RV Inely M�lal STiI JS NwfoaPCb� IgQ RwtlalY/XanEaa6Mnms 3 Lltla6t11. 16�13n am . aeplmmt ❑ ItwCa' all all amer at.,m n.wwtNwetaoala�aNaet 1W GEM t Deal CONVENTIONAL IN -GROUND TRENCHES-0 J LOADING RATE atl mmremu 1 NDI V I W AL SITE DESIGN REQUIRED FOR SLOPES >x5% El ry GaMwloMw 93OS A 0{UabMagl4 'PA n 8a Ibbn 0.p1� an Owival Y.N All DanMM Ou Sc Cat CM TeWa 6Mta G L. 86. CaWar 0 1 All 91 4M 1 O] IOYRLI - B N& dl n 2Haa 07 16 x 7-I9 y d1 as 2H 07 16 3 I% 15YR314 2 am dl IH-f 03 16 4 p& 10Y 6 ON OR wI 0] 16 HOamad Piaia � ❑ eaN6 Na Q• Ph GmuMtuaoalt, 1W 5x metal aeY Ya[t >N 0 M1 .led R W all ht6 G waa P D�aY{Y I Da 6a Coacm TMn tAUYn a a 66. faaNtlav iaaaM Rama G10i vn srx 1 a] IOYRYI - Is 059 all 3Hw OT 16 2 7-31 75"31 1 On d1 xH 0.7 16 3 31-M 75YR04 a AS di 1N-f 07 16 . ]6�]Sa9A aM i88 a6p<t6]myldeal NO MTBBep C3i wre rytem PMq� MARY JO HIIPPhft f(HOIIbIt11 S0J Tet0n¢RDOImO 9 altar fS Nano x3d83R_.. Myay 0.Y nfuMutt6 28497KuagAMWS COw, Dentury, W1 54830 p6. 12 E030 TtlpMaaa Nnbr ]I51x61]]5 ROW*DmaI 6RENNAN. Imepb Pama M* am-2%5-20-110 palle 2 w d �0 ❑0�d9a L Pj W'ws0 w1weelw 9238 0 CaMbimm,9 fxlw �86 6 Sd bbnfl6 xMmn Mb 0mnkrtalO As,'W1 Pwmc ,Nvm OU W LOmuw T"m 9vnum Gr5 VI Cmwmrm BwmM RaX$ tiMP 'EM 'EM4 I UA IOVRIJI Is OS8 JI asp] Ib 2 5-26 ]SYRJ/d3 On EI 0.t 16 3 26-86 a We CI ❑ B NO @m9 PI GnuM.u,kreet-u M Domb" MmrN A Ikgnn p.plli In Wvuas MmM, mxsxx 1pMn eu S GM Odor Tmm BOirbae Gr ass CwYhnm BZMvy Rory OsEw 'Flgl •FT/1 ❑BMn9. L SPPI GmuM.urhmak. fi uNuasN OmNd Rb in Sal Rb Homo GwN om.wmc. maaal we GmoNam ea sa am cm, r..a.m smuNa c, s. sn cmwcnw eaaman Rmb GPonP �sx¢ ' HAuempl. EKM" m sm nsT 2mT ,bd IN mpM1 'C-0hwmi3.9Wr<yr,gq pg3aee2pnp{ I i PWKRIYOWNER:—Zras W % i'ieFJJNAN 1•= 20 Fr. lepl0wipllwa (p/ I C9q zs-[S[A Gov? larc /� Qa nun Tier] RID[. -it M W S -0 E a )c IN may w' ' 1 Z.39b po*S p w u North '9 1a�4 .._ _ wr1.N (" BM, $P;k W 9rUi,�,Me L2'AL..'n.J /oa. ee \yf� G- �d Bn2 fv .F 60A:Pwue �ypp, eF 1MK [ lit.77 •�eaW )Ci)�)(ipY IIL 6 i QY looiy S OHO'✓` or IP lur A) � Mr 9f4') �t Site location: ftT aaic as x::vvs eeasvtiUi avvvs . .,.. INSTALLATION INSTRUCTIONS urra.� vvnvs',aAw W INI ENANCE INSTRUC (IONS riNFILTRATOR IM-W tanks The Infiltrate IV B Is a Ightw t st m aM duralha &wWsiarp si This wslsh9M1l twk design is oXaal wilh Infinralofs Ilno of pfit w stl heabY-0utY Inds. lnhlVeln Iiiii nwkIwj reeks pra+ida a ra dunwwy inorovmrenl b plasm unk design, onmry I V iia rn e.cepidanal strength and w derughbeos Protecting the Environment with Innhratiaa Wastewater Treatment Sohakem Features & Benefits Cen GaIMMa]MM 6'b b'dmry ' Canbpnptl who sek9 PwT� 8r4aW b lua r a gory w nYmmarinoriooreeM ask etlslInstallation. hidfill or%ew PoxNa as, nmaI iiiisommy reo cream a.ur nwn nwe.w nwr d e.derd wIb aWm.a Wis swaaal.oen k.hun�w. nr eidaaa.. C INFILTRATOR` SIMS� MAIL MP a MMON A %"Y nn xae: Li 1 1 by INFILTRATOR • Aways clean ®N free of ones • dundlas are quick to ast,Il, sariig costs w heavy machinery and labor • Modular cons9vdlon allows wnfiguraiii b meld, trench dlmervaom for moat systen shapes and same • Englneered for optimel storage and absorption effidandes • N dy To =dcus abog vhVed sires end arwnd Lees or landscaping • Llgh"ji system Is parted for repairs and tight job sites - EasYy held -canted Into PDSI aeduong time and labor • 5' or TO' lengths vWh simile Map, vderi coopers • Faster cleanup at the job site vedn it etanlruaon or stone • Manufadured from recycled materiels banner man a mired madand man, • a vide variety of d ameers and configuretiws to meet any InafaMetlnn pmfsssvw a rleMa • Pppraved in many junsdichms Mth ai Increased eHidency heard, reduarg damfleld see • Backed by the leader in the crvslfe wastewater industry EZ 0INFI RatOa FN ts'a"as l wsls"i eetalladan inseaedona or c�atomar ses"i call Irdilhatpr Syabvaa 9 M.11eg.]]a5. EZflow by INFILTRATOR nWkbh n )', 9', 7 IV, 12', 13 and u-diameter III OWN O)01P�E0 1201PGEO 07C HGEO 10 -GEO 1203H- 0001P-GEO 1201t PISEO GEE 121)0,4-GEO OB H-GEO 1003H-GEO 1203HP-GEC 133.3Hf#0 1ppIP-GEC i<Ot P-GEO 10b1H-GEO 12V2FhGE0 tpgHGEO t402H-GEO tNI WP-GEO Krlkel SYebmc Trl�rpypr 9yeynu 1pWy o 1w4v-GEO 10RiTGF.O teIXiT-GEO 100-Ti-( O 1 1J-GEO 12 -GEO 120.9T-GEO t W4V-GEO xqm 1203V-GEO WQVt EO 13WT-GEO OXvr ^FI%'^r rv1b iZ vWereM IP w rTM[ w:lmx 9Mue w:Y'ffi M1,rmrq fN'n. R 5/6Tprentivn ve 4gNu.l vwhM tiw+e:s vNPm^WM 3 4F6 b'bi Ryan Pq'nrryprprvum w' rM1umrkn+/e['•�rT4+eaa4d S:MF4'S�Y T+du.evM .�oM ...,wr bll'p•'M.wen Y•Y.m=.J.�m.y a...w..p TTI.II.a.. r n.In _ I.........0 INFILTRATOR ou sayedd,, crm.n v, ry _ 4 PDJ-0T^�rFA.9DJ.ET.)Wt ._...o-,........,.........:.,...,...... �,-..�. �..�.._. www.ealeMe.com ........__..... v.r..+.�....<.....>...._ .u......>.u.u............. nww.lntlltretonrebmaum Far bcMlul eulebnu, lufeyeIT, Inebyellone er aglgner eeMce, ull Infllhetor Sys@ms et MO.B89.)]S9. IOSEPH T. BRENNAN INDIVIDUAL SITE DESIGN THIS INDIVIDUAL SITE DESIGN IS TO CONSTRUCT REPLACEMENT IN -GROUND CONVENTIONAL SYSTEM ON SLOPES GREATER THAN 1S% WHICH IS MAXIMUM ACCORDING TOWIS.ADM.00DESPS383. SLOPEISC 55%4TTHESITE. SAFETYMEASURESWILLBE TAKEN DURING ALL CONSTRUCTION Of THE PRIVATE ONSITE WASTEWATER TREATMENT SYSTEM(POWTS). THIS SITE WILL NOT BE MOWED AND EXTRA MATERIAL WILL BE PLACED BELOW BOTTOM TRENCH TO PROTECT COVER MATERIAL THE WASTEWATER WILL MOVE VERTICALLY THROUGH THE SOILS AS THEY ARE A SANDY MATERIAL SO THERE SHOULD NOT BE ANY LATERIAL MOVEMENT. THIS PRECEDENCE HAS BEEN SET WITH PREVIOUS APPROVALS BY STATE OF WISCONSIN, DEPARTMENT OF SAFETY AND PROFESSIONAL SERVICES- DIVISION OF INDUSTRY. DEPARTMENT OF SAFETY& PROFESSIONAL SETpi RE: JOSEPH T. BRENNAN 1250 S T.H. HWY 35, HUDSON, WI 54016 INDIVIDUAL SITE DESIGN The equipment used will he of the excavator type with a leveling blade to assure a level trench bottom and for safety. Installation techniques to be as follows' 1.) Lowest trench excavated first placing excavated Soils uphill from the trench 2) The uppartranch will be excaveled next anti bacMill of Me lower trench will be conducted with equipment at the time of excavation of the upper trench. 3.) Backflll of the upper trench can be finished from above with the excavator to complete the project. Mike Rodewald Supervisor/Project Manager �psg EXCAVATING pl 715-425-6200 0/29/2020 n fq ,, ,hjpl, IRv St Croix County Land llanaeemem WLSEp g p 2020 Re loesph T Brennan Replacement Sunni permit & S tm lagk r pment 1250 WI-35 Comm It Town of St Joseph Septic pink is currently being sen iced his 4poslle Septic Service 715-499-5929. There is currents 15ft of elesatmn di ferenen now between where the truck is parked and the current septic tank cover. bottom of tank approx 19ft lower than truck New tanks will be installed approximately 2 to 4 ft deeper than the ex [sting tank. Bottom of the new tanks re estimated to be approx 23fi lower than the truck Apostle saws his truck is limited to 251i ofeb anon Idt, howet er when more lift is required he uses a 2"electric submersible pump connected to his sacuum hose to lift the sewage up to where it can be sucked Apostle says the new location of the septic tanks would not be a problem for his capabilities I also have the capab l b of suppling any pumper with a 2or 3' pump than will pump sewage up to an elesation where n can he smoothed into their truck Michael Rodew'ald MVRS 931384 ST c 0A uM Y PLANNING & ZONING MEMO DATE: February 15. 2011 To: Towns of Hudson, St Joseph, Somerset and Troy FROM. Dave Firemen, Planning 8 Zoning Director Replacement of Pmate OnsheWastewater Treatment Systems r ter T^ & ;.w :: (POWTS)in the Lower St Crock Riverway Overlay District :I ]IS-a0 TMs memo Is Intended to notify St Croix County towns in the Lower St Croix x.,rvm Riverway Overlay Distinct that we intend to authorize replacement or repair of 1s n existing POWTS in the Riverway District using both a sanitary permit under the County Sanitary Code and a land use permit under the County Rivenvay Ordinance x. se 75 issued by our state-cerllhed code administration staff. This does not include applications for installation of new POWTS We have received the concurrence of the Wisconsin Department of Natuml Resources to indiate this method of processing applications to replace failing POWTS in a timely manner Repair or replacement of POWTS that service existing dwellings along the St Croix River can present unique problems based on site limitations There have been several recent cases where replacement of failing POWTS have been delayed for months while awaiting approval of special exception permits or variances due to the prolecfs inability to meet setbacks from mufllines, OHWM, slope preservation zones, etc Failing POWTS often pose s rnous health andlor environmental hazards that need to be reminded as quickly as possible We have cooperatively developed this policy with Wisconsin Department of Natural Resources staff based upon the following interpretations of NR 118 and our County Riverway Ordinance • NR 11805(1)laj lists single family homes and accessary uses as permitted in all management zones if the standards in NR 118.06 are met, • NR 118 06(7) Private On -site Wastewater Treatment Systems states that POWTS'shall be constructed in accordance with requirements of ch. Comm 83', • St Croix County Riverway Distinct ordinance Section 17 37 F 2 a 1) allows single family residences and accessory uses subject to standards in 17 36 H and with a land use permit from the County Zoning Administrator POWTS are an accessory use associated with single family homes, therefore replacement may be allowed with a land use permit, apter 12 Santary Ordinance, and • the agency responsible for administering and enforcing these regulations, our department's c had POVJI'8 inspectors will ensure that POVVrS installations within the Riverway Dialect are e m compliance with both the Sanitary Code and Riverway Ordinance Based on terpretabon that POWfS are permitted as an accessory use, we will simultaneously issue con nd use permits and sanitary permits for installation of replacement Poi in the Rwerways act to requirements in Comm 83 This will allow our wide administration staff to complete th mire plan review and approval process in a reasonable time -frame Land use permit wnddions include oblaming a sanitary permit and addressing applicable items in Section 17 36 H. performance ndards, including filling and grading, stomnvater management, erosion control, and revagetatron We administration staff already makes it a pnonty to document compliance with zoning pe contldions when performing required POVlrS installation inspections, which includes photo d mentation of the completed project Compliance efforts by plumbers installing repla ent POMS on Riverway properties In the Past few years have been very successful. aWk you for the cooperation of Town Plan Commissions and Town Boards for this approach to hng this particular type of land disturbance within the Riverway District Copies of applications and permits issued to residents In your town will be sent to the Town Clerk If you have any questions �boin the process, please centact myself or Code Administrator Kevin Grantee at 3864680 or �o saintcrmx wi us Pc \ Bob Bacrynski. WI DNR Water Team Leader j Leroy Jansky, WI Dept of Commerce Wastewater Specialist ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwncdBuyer Joesph Brennan Mailing Address 1250 Hwy 35 Progeny Address 1250 Hwy 35 (VMfiwwn requirtd fiom PIam1M&Toning Degrlpwm for new rommwuon) Cily)gtge Hudson, WI Parcel Identification Number 030-2055-20-110 LEGAL DESCRIRg Pmpelry Location SW%,NW%,Sm. 35 T30 NR 20 W,Town of ST Joseph Cernned Sumay man a 25545e gss4rb Warranty Deed a 958831 Volume 2 S_, Paged E6149 (before 2007)Volume Page Sqx house Dyeal7im fur lines identifiable eye otim ak s Impryerue, and munewnroof wiersepncaplemaould name in me prtmamre failure to handle wastes Prefer mmnlenarm statists ofpmnping cm the erylie restlessly lbm[ yearn or warier. ifnmdud. byeliermNpump2 Wlmyoupullom the cyalemtw:Rat We fuatloe resgmdbilikm me sp[cifietl w 63M, 393 ]ptilclIse unechipi 12. 3. aSt, is tpe wmtediymal sygam Ownm tmmwnaaw Croix Camry Sanitary ONimme. Tlw pnpenY Owner Ogren to submit o St Crete County Planning & ]umne Rapunmom a saturation form, signed by firs and by theater pW lum, foumaymen plumber, team mLmp ed Plumber or a nsed umper verlljing WI (I) a the osis a""ntheater1n wadisport system is w Pw}r apnwiryuoodmien adow(3) afkr ireport ion and panOmy). g(irmors the xu pue lank IeaNw U3 full oftudge. Uwe, the undersigned have mail tM above rcquinmrnu and agmc to mumuln the private mange disposal system wire me standards al foM. hen in, as vi by the Defertment orgafiery Ad Professional Seem. and the pepmment'fNamad fi w State of wnepmn. C[mificalien suhng dyt your segi[ rnlrni has hrn maintained muss be compkted and Named we the St Crime County Planning if ZOWM Dcp mOvt within 30 days offs: flume year separation date. Uwe nNNrhat ell euumwfa warrants row tedin bw ofmyf Doest O edge. Uwe eMm dre aunens)afdw pregrry d. roan ebPea.tiy.iltpe ore w.r.ntrdndtaamma in gegmn aroada ofgaa Numberiefbedrooms L 03NA I VISIE OF APPLICANT(S Lg-o vO?o DATE "'AmY infolme4on Ilan'¢ mi[rtptamled m[Y tnuk m IR wiluypetmu Mng rooked by IM1e Plmnin8 a Zunine Dep[Mrzm'• screarewis made the imart[wded wamntY dad from @e R[gialerofDade O? eMawPY oflM anillatl wrvq map if afetena is m W e in fs: wmmnly deed. (REV. an s) Oyr�v A Sam ,SOIL SPORT in n.wu.z.n ra.c,.... ,o...m As rnvw.rr.i�e la:11 n6.. ��.r rs bs6e..rrr +r.mwYrn. r e.eb saw+§u.en.�o..rnumAaw�a....un.a. com'FI.r9 p6Ntl61fane0m. pwwu�wrr�ti r.�blooEn wnr ST. CROIX — R.olm rob-m65-m-IIo R.e.��a �M �Wa 1(.e �*#bPwW JO HT. HR4l pyl ly 113- 1M - W 6 M T M 6 R m �� h�pVM1�/.eei.AY� Ii505T.H 55 ul Y. YIMwsCAb 2SSM9 HI1D59H. ql Sg16 1 6511 261-M3B Tr.e IY.aYR�I STH. 55 O11i IWQIYWW,W/4J6eNT.450 MO Qom. ❑Wiamm�W-�W CUNTkNTpNALMGROUNDTRETICHPS-07LOADMOMW r MMTMII.LL 9}E U69GH R W 11RIm 6DR 9pE4>3A4 a a (ArMO...�. DPb.wnpb� SR Pi 0.[Ii b DrM6 WWe RYV WnWM 4YCOLfibr Ta6n Sbufu. 6YA CdYYMv+ b,.r,. RxY WIM 91 1 M IOYRLI b A 1.( 07 16 3 7d9 T y5 B tQm 0.> 14 5 19 TSTRY9 M16 A JH 0.7 16 . /pM 10T115'N - bT 1.6 b•Y.a4 j�j'{b®• O rbV. IC W°° Imm LLJIN G�o�1�b.W l 6b61bN65'I64Y S! IIY 406 6r = ROCgY YY(d fi4 04W 911w VYs 16>Y 6VI 91 1 0.l 10YRy1 b 8 w 3{ 1 V 1 I6 3 Lll fyyRy6 a 2l 0] 16 5 31i I.SMW Ot a IHf Ol 16 -arn=em •a.em.bar lss.vy bo •e�.Ym•em .a rlm.m.oL IwtiRe. MARTID Se1T 6 mrir . })µ)1 TN99[mgAM/.0 ,Ombry. Wl 56R50 06-I; 0E0 TI3�361T/5 70) Am.r��.w.h�h am-m-m-110 z s os�a000ea m ©mee�aa�oee�m ©��aaoosamm OBf'���ooOo ■ riot clan PW3 of PMPERf MME0. IagA)7IW N�N 1'=21 FT. I��rwriesrd) J-3W am. -rw,: i CJAd 1 1L10 sax 3s P3G- , Z•3'9'D _g ars- zD-x0 PD-wau. North 'q Ier� r )/L.j% Buz) �e,y 0014 b 6r we.fl- D.�c. e'er p b o'A" �83. Site location: at r r - k r; n� 4 4y s 4p a ti• ® if 4