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HomeMy WebLinkAbout032-2027-30-000Glan NUEN end ed I oiemeomm� PRIVATE SEWAGE SYSTEM St Croix INSPECTION REPORT EFEN Fore o. 615473 GENERAL INFORMATION (ATTACH TO PERMIT) All Plan No. l i UP S 15 wPNMI Andy Fabbrinie on wTCT NOF SOM ERSET d"Ta mx 032-202Z30-000 For aM De, esuonen. n �QM A� nna.,�xa.sa' 07,30.19.569A TANK INFORMATION Rio ELEVATION DATA TYPE MANUFACTURER CAPACITY STanon Me He vs ELEV. omwe- GI'4... All BM s.3 a,.s bastion Cth_ Bldg. Sewer iii n J��11 Tuddiftleat TANK SETBACK INFORMATION ARM Gmm 440 945 TANKTO PIT WELL BLDG. Dl Intel %.0 q a5 R1q Bµ�L 7D ZI _ i 7.Z �1'601 q 7l dR�O neOMen. col-19 Aelauan Me For 9.is I3.b 1 Dot srylem / J fl Flnvl Grztle PUMPIBIPHON INFORMATION ,dreamer slcov 4i TB 57 8 GPM fir Me Ni T 1der O p .J Fuldion o syaie TDN I B7 It Trip, Lengln Da. 'Qwe�I — /4G do SOIL ABSORPTION SYSTEM aa5 ungLal T¢ PITRT!!!!!SjNda_I Us y"I Al sysTEM10 1L uKESTREnrn Ne.w.T �,l��� INFOBRA.. Tlox,�,,,�1w,1-.� 4L fL »o texas xP��eYSP:.l�9 50n'� ,�,i 5H [DISTRIBUTION SYSTEM Palsi"°� �e �Fee le BE Me �nN "nm-azaa ox` mangy SOIL COVER am on, igie"i ldaM or Mw�O� �exn calSz noon Eauo: \ ouln ��a U No No COMMENTS: Ilndoaemaeo/lw AsSrOl sevor,pmum. 1�y� m¢ nnp I / m¢peelon ryl Ltttllon'. our 165TH AVE a1 II / J� /Jn1¢luA iwA. k L.— �l Lc✓lI q All SM DeSvlplon- A0O" LSO / zJ Bldg so", blplM 1 / a,nouMofmver- I GL.� Ire—�. dis a-dide- Plan revisionn RdB1Nwl E:Ye¢ a I, ,y b 7 Veeo ere ebreoolfionel lnbimalloA SeOwmIR aB)I Ind,Iwpuo a CM. xa cI®n 0S 2019 21 W. Wa¢p nplm An „PO. Pos]ifi3 Sm�yp��1®av (mpe611mr, pY�l nba M III 7-]ice SEP ( {�1Sy73 S PPlica �. PI 5.pI a�- sJQ a.1 iw 'ON e a� a+rw If BldW,,p; (AIIA,,fi 11"w JY) r a 44 d�1 w fA f 4-6 ❑ e.w_� n . o un� _ ❑ e�4F cuy ova.®a L (.I L,/ 13F23 C 2 w.irp.we.,mx: teen m w .oi�A. c.mN,x m.emvemw..) a ooepw�m. eom�s.�i�.w 'r"® sowmvr�p-p�..m.ban ❑p�IIII„we i❑ a,. ❑rMIItT�WNM ETA � 01 > IIII ❑x J<24m. o Namvra. ma �m,1� ma op,mm�,��1�,a o<� Ill r,ec W, smsoxayiu vu.mw,meiMsul 1-4m.a .mp.mwnnb.u.w a•eowls.w.®me.uael p.,. 4 w- } Ip�4Pn5 iipp>r) Sf/ 4'm. m NI ,S66 . � j 9 /a /q a c.. o.1.er 1 awe e.�x 11 2 NMMVMnG��'!,M1.+mu1VY�iP]�Y13 (� GO Tq{VbebvGr�l.eNuvaa L4 I System PLOT PLAN PROJECT Arco Fabbflnnie ADDRESS 394165th Ave Somerset Wi 5402E SE 1/4 NE 114s T /T 30 SIR 19 wTOMN Somerset COUNTY Ff. CROIX SYSTEM ELEVATION 895/88.5 5,5 below gratis 8129119 BEDROOM 8 DATE CONVENTIONAL XKK CONVENTIONAL LIFT HOLDING TAME MOUND _ SEPTIC TAKE SIZE 1000 gallons CUT TANK SIZE DOSE TANK SIZE HOLDING TANK BILE LOAD RATE .5 ABSORPTION AREA 933 p of chambers 46 kkBENCHM VRK V.R.P. Bottom of along ASSUME ELEVATION 100' Fitter L1foril Fi nct ❑BOREHOLE 'O weW. *H. F, P.sa aebanchmaM 1656 Ave Well ' 15 T 0'hernk090,50I5H-1spacing 10%Slope V t >6" Qwck4Standard of aver l-euhin,,chamber B-2 wida200ft2of Arez 5.WNpmrof end caps 4 Wn g 12• Grade at Sysrem Elevation 34" Properly Line Scale = 1/4" = 10' property line Scale is 1" = 40' unless otherwise noted All piping shall heASTM SDR 30/34, wi1Nn 1 Of of tank, piping shall be ASTM H91 IT 40' Veils 94 fICOP v 92' Cover Page Shaun Bird Bid Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 8/28/19 OwnecAndy Fabbrinis Location: SE1/4 NE1/4 S7T30 N,R19W 394165th Ave Somerset Manuals Used; In -ground absorbtion System (version 2.0) Page# 1. Cover Page 2. Plot Plan 3.Chamber Cross Section 4 . Maintance and Cor{�gency Plan ]. Filter Cross Section/ PROJECT Ana. EBbbnnrie System PLOT PLAN ADDRESS 394 El Ave Somerset Wi 54025 SE 114 HE 114S 7 /T 30 NIB 19 IT TONN Somerset COUNTY ST. CROIX SYSTEM ELEVATION 89.5/88C 5. 5' below made 8/29/19 3 DATE BEDROOM CONVENTIONAL X%k CONVENTIONAL LINT HOLDING TANK MOUND _ SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK S12E HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 46 _ M 0f ohemhe�3 k BENCHMARK V.R.Y. BOBOm of All ❑ASSUME ELEVATION 100' Fluor LlfeOme FUNA BOREHOLE O WELL TUR.P. SameaStaireamark I6 th Ave Scale = 1/4" be 10' Wproperty Lin. Existing Scale is 1" = 40' 15,Houseunless Othemise 15' T IS' noted 0' OFllar .M.* Tank All piping shall be ASTM SDR 30/34, within IO' 10' of tank, piping shall be ASTM F891 90, 50 Vents 5' 15, B-1 s with>3' spacing B-3 0' 10%Slope 40' 11be >b"DIck4 Standardof Coveachl Chamber 0th20.Oft2Dfbe B-2 Vents 94' .bfi^2/per of end caps4' Lu0'Gradeet System Elevation 92'Pr Cross Section of Infiltrator Quick 4 Leaching Chamber Typical crass section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ftA2 pair of end plates To be >1' above grade / Finish grade elevation �Typical Installation \ �( 93.5' Gratle y VeAt Avon' eptic Tan5'e at System Elevation Grade at System Elevation Spacing 5' 23X94' Cells Same on other end Observation tube/Vent At end of cell A 23 chambers per cell B System elevations: A_89.5' B 88.5' POINTS OWNERS MANUALS MANAGEMENT PLAN q_ earner nk Caar..a Saplc Tank apatlly I ONA Pw lt% Sapk Tank Manuktlmer R.4pNA Bill than, MantAxi oNp mom pMNAETERS NUmW NBWwm° 3 Om EMuanl"dayMWN NumCa WFWkFMINy llnrya Ju.IA pump Tank Cepetlly NA j EsgmatW Aaw (BremgO) J aV Pump Tank Manuletlmer N Omlgnflme (PaeM(FaMIeMd. 1.5) C aV Pump famufa M°r NA Set Appeal Road : gefrokmz Pump MolN 3 rank 16taMeNIIIAueIMEMuenlQmdy Fair, 0il& Gr°pe(FW] &Wlwnkal Orygen Demand(20Odj Total Gucpemel SOIIEe MS) L PrehOMtl Effluent Ouvfy &Mmmcel Ozygon Darwla (RDDA Total Suapndmi S:1ds (155) habit Conkrm(garnepk mxn) Monthly ¢,dal 53pmgh ffi0 ml aNA yISgmSaL ManNryara, so mOM1 / 53p mg2 �HNA stOr ,thnI>< Ft P:eoeaunml Wit 0 Sarobbevel FiXm DMechaMwl Aemtlon 0Dmfuctn okpesel Cale) now fgrnity) MA1.Gntla 0Dn ne Nq OFwI FIAer OWtllarq Omar- QNA []IrramuM (pexlrtpep) MMouM DgMr. :hNumvn Emuwn panicle aw in ad. 01,110, m°°r. 0NA ° area D NA vnM.NTulbrnanwmwxmaNr.m xmatw mwmt wnr OwA EIN S°nlw Event Servke Ireful Ilnep]mr:%fm 0lLnk(0) A1MgImm OVBrv: mOmN(°) (Wtlmpm a anal 0NA Punp OUlanYnb dynk(°) Wlwn otndne0War and eym"Bals ollPNLtl QU of Pdhk modrp CINA rumem dlomall cone) ukesr anmerery: sorrow (Mntlmum Jywm) 0N.4 LCome1[l film Mleaela^m evelY: A 0„l O'M Inep 1pumP.Wmp mnpn'afl°lenn MIBx[mmevmy _Dn'°°A:(e) NA Bum kbleY and genus NOt A(Ix0r0nw ee0rY OD meMM1(°) aw ear a NA Atl®Y Bmx every; OmxN(e) NA ]Mwr: NA NIENANCE INSTUICTONS !InopB°tlMe of 4nka ern dlnmrW wile dull do mete by °n In0emed anying ona of Ma Nimeng Ilcpina Of mnlfotlox; aNcr Plantar; Marta'purer RnnipBd Sawn, POV IS Inspegon PIXN!$ MarySaplage Seell OperatorTank emanated thinmWtle ° added Inegmm of the by l40 ly any mining or broken hanMne, IOamNl any mom or mh maeeum the volYme W ramb'Ina! su di and aam rand to tlmgr fw any bank up or pending of eMuanl on me ground suRxe. The dlatemal col ilen fa d° N r$tlM to drerk flee Werra 1 In the obammom plpm antl W Ggck for any panting Of Will on fIK gamy! surface lte pmflng of drill on Na gmwd nPr ed, my Inalwfe a brand condition and require¢ the v nnedia o mgRaXon W the local IWa1NMY withody. M4fian tlp cpntlred maLnUfaked M Steel Md arm In any tank equate deal (ld Or Phone of the dark v uma, tlw more w:fankM tie tank WI W femouN by a Sege Sorviting Operator and depend of In vcmWnw yal °Iwpay NR 113, Wxomn WdMNebativ° Code. WI other marled, Thal bN not IYnier M Me Mehl W arruen Bryan, medl ,W W PlOpufkW mmponeded pretreapneM unite, art any earvgnp 01 hymens Of 112 months, °fmll Ora not nmed by a curdl POVJIS famban m. A Mrvl®repmf"I be go beef 0 the loaf reguler aumolItYmdar, 10 days of mnnpbfpn a any darned¢rent. 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The MP� elm Nail Y ryWCdl Oem dhn N nce and mmpmnw and eTVYt rtl be IWnBW 1 W �UIW eaWeds homblWgeM pomW apYCmR, kAliMa upwJy Fmlure WPmlxltlro repWmmlN WInW F Mll b a mwacYMd Ne eglmtlmm u1NM esuMtle rap®mma ama, ReWmmml syebms mW mmF'wm tlniWN Inn eNa'3 alNatlme. 0 A wimam 2gemrert w b na avelYGe aue m etlt k aMbr W IimlMuna. aeninp etl•e� In POWf6 mNnpkg✓ a ,�dnayN may be b.leNd.aereNr«onmreq.P tlererze Powrs. /ern. n „y„gM baemye.uimNe�eplaP�nl an.. UPan awPmma Povnsawl w.r «.'u.lpn aXe perMMtom bmb a vuXabb repemranl vm Ilno reF'I✓Ynedwu xenfedse NtlN�YmM: mryb ImW W u a kG msN ro �epla`a M IYba PGMa. o Ymna am Ngale.ou ebempfim ayN,m may m laoyaaam m pkp blkrxllY remcvel a tly bmma a m. M1tlbalNa aercao-. RewietlUSm.a.aN VRmam mPlmmpNxaN ma mN.m Maammaame. .aWnaxlx 8EPIIC, RUMIYPAND OIXER TRFAIYFM T/JINB LIRY CUNDER CIRCU ANCES. DEN MAYFESULTYOEN.DO WT UEOFA PERSON THE W OR OTNER TANK a= OER R OMPO CUMSTFHCES. OFAIX YNT RPBULT. �SCUE Ok 4 PEgBIX! FKOY TKE INTEPoOR OF R TANK MY BE gFFlCUIT OR IYPLl981BLE F W lxllff 1Bt PoWNi1WIRRWER P" 1 — — T HIWa S- 8EPPMiFfE RE<TM1�lATORYpUN1010r1' ILOG�L TYadmnwaw OeMmWNIMPWm Na{prtl09013y1kaxllaWO W]Bi3N11, 13)a2). T/ riMMib�Me 3 23; �Fy1 Y zsi 1 J Y-V NOIIJ3S H9Y00VLOZ ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK This is to certify that I have inspected the septic tank presently residence located at: SFn;• /�_ Section �_• T N, R/ 9 W, Town of Sn me sP pon inspection, 2 certify that I have found the tank and baffles to be in good Condition, and it appears to be functioning properly. Last time serviced: Did flow back u oc c from absorption system? Yes _.L No (If no, skip next line) Approximate volume or length of time: gallonsminutes ` Capacity: /V�r) Construction: Prefab Concrete Steel Other Manufacturer. (If P.ge Of :k (If known):(Ly1.iuY (Name? please print (Trt1e) p (L Number) Date form to be completed by licensed plumber (s.145.06, Wisconsin Statutes) or Licensed Disposer (NR 111 Wisconsin Administrative Code) _______________________________ Plumber (applying for sanitary permit) Certification: 11, accepting the above statement me at ing existing septic tank condition, I Certify that the tank to t Cat of my knowledge will conform to the requirements of tlJ 63, W s. Adm. Code (except for nnspection opening at outlet baffl Name � 7" Signet MP/MPRS ZZ ST.CROp(CODE SEPf 1C TANK MAiN'rNNANiCB HC'ReC47ENT AND O W NERSJpp CFRTDIICATION POAM MmliDg Addrpa Proyerty Add w lvmMewtw�edt Pla®g@7 ms Dwvvrmtfarswemmivdm) Pmcel Idw45c�iw Numbera3 7 — �i1Z L$GAL DRBCNr qpN ftpmrtrLo =� .E „�v.,s«.7 T�i7Nx w,Towuor Some . 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Nv rbedwove� � J r-- 147REOPAPPLICANT(S) -�r DATE •uA%�tl®thet iemipcp,Nm,y®Y,.eo6u�heuM+,Y W+mifbmg moFN by l6e PL,ma%hT 'og ]kprteaoa a.. ,olmmmvmtlewihe wanaoA.��aatYEatlfimn theie®s4alDadtOBce 1awPYK�hecvtifiedmvrymryJ ("V.0sN4) `5'--o7619 -aoo SOIL AL TIO REPORT' cs �`* sr ; mi io ca. avx:fi v.;ffrmmronn.nore. w ow, r u4: Rs . s Mio$ fh.a� Iw Gs — sw Pcm° Pnore x..ex Ll ❑cey ❑v ". I I16 1 �� U.° eame.eao,., rm e.m.ae°°.m na.,°reY•U coo Pal, A/hV ❑❑ R% MWAFF7l11e�l9P�F f�PI�J®'F1�R7m ©� v��[l�icuai�lJlfm mm saw —a M m,w �Mt alt}�371h]R�©®k�'!l�l..7rJ[}�JR�l6llf� ©�1GfE67►AGi®IPIJJfEIrM L7wR.11RYDJ L'BJIw�®���®'i����:' limL+�JH/k1b7/A[' -JI/JR'I6� 'E11mIP1=BOO�>yIEYtO rig1 Wi55 >30v1W� EAM:A YI.9W�v yrgM1 ap]i53<N myL The DM,Mcns Of Commeea is anqual oppmNmOsen'ia pmviOesanEemplaYa. 1(you nutl aniaWtt W ¢tns urvitn m need maknal m a^ ahmmm lmmaL please cmmct the d panmem m 608-2W)151 m= 08QH�8777. Oef'®moo® o ©en�r�r�®n�ae�a�rca•�rr.���e� ❑mmox �awre 4q I Iv ❑ &,. ° Omw ❑m «.. Emmm#1.6 ,O W I M m am Ixelmig4 n,DwetHrcmmsmrisoffegmlwwmniVM,momnkr. mplo,rvyoHH=d•ssmmmma<ovsmmiomor nza Hwvl« i' w slwm w km&t PIMM WHOM 69 tlgemnmt at We-26.1 151 mT 6O 26E nn. Soil Test Plot Plan Project Name Andy Fabbrinie Shaun Address 394 1651h Ave Somerset Wi 54025 CVM ri226900 Lot -_ Subdivision --------- Date 8/28/19 SE 1/4 NE 1/pS 7T 30 N/1379 W Township Somerset ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Bottom of siding System Elevation TBD 'HRPSameas Benchmark well Propery Line aeExisting' Scale is 1" = 40' 15' House unless otherwise IS' T IS' noted 50' Vents 80' B-3 109 Slope 40• B-2 20' 94' 92' Poopeny, Line