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HomeMy WebLinkAbout040-1324-34-000vmunc.F.m�IaPa.wa PRIVATE SEWAGE SYSTEM St G01% ,s++r.w N+NnNw� E++�r vM.mxe INREPORT 624965 GENERAL INFORMATION (ATTACH ATTACNTO TG PERMIT) No v��m.v m.wo' m, No �.mimw rva++•IEmxy m+ dNxmn xPwn. �Ne 1RPb x- KernOrn t =^v .nMw iPMeTOWN OFTROY E �.e. xn. 040-1324-34-000 wiWa' N. EO.NI 10.01 ci- M/ '%OM.. _ � ommo.,�m.�oa101x 28.19.2189 TANK INFORMATION U ELEVATION DATA ME MANUFACTURER CAPACITY STAI 83 HI FS ELEV. Sufic Fpp.�rT' I' Ben 217,zo ELLAro.o' On.InO <A,.iM 74 p- An BU IITTiI rtXm BW Sown, M,I•la 5• e IR•w' 18, n.e<3SI o2 n NM wM Pn M$i0 WELL LANbSiflEAM mswer INFO RNA Tron IVIlWp/I DISTRIBUTION SYSTEM11 �. 532° Dorn toll 40 24' NN2° m. uu SOIL COVER oPmmn Svoremn Mlv In Mound O• AI9nE. SON" DAY aphoo. MOof 3.1dedd,40ad BM7..h c.me. lueffnechEdge. IT.M.1 [Jv.. 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Sysmm PLOT PLAN PROIECI Kermon Beat ADDRESS BCB 088Me Road HW90n WI W16 HE 114 NN I146 1 R 28 AIR 19 W TOWN Troy COUNTY ST CROIX SYSIEM ELEVATION 113 59/15120 BEDROOM A DATE — CONVLNTIONAL AT -GRADE CONVENTIONAL Lin HOLDING TANK MOUND KE SEPTIC TAKE SUE 12M gallons LIST TANK SIZE DOSE TANK SIZE 755 HOLDING TANK SIM LOAD RATE 1A ABSORPTION AMA 600 p of chambers none �]INCHMARK V.R.P.Top Olaurvey Iron ASSUME ELEVATION IW' FAIR LIfNnIE FIIW ROLE (DWELL .H.R.P, SarraistionchnswE �IC IL O{�nr St. PMpeny Line LLSS\JLS V L SEP 173020 Scale . 1IC' = 10' St C. 0' a0' I 80' i Ares 15' below system Is 10 remain undisturbed nr 8 3 fi%Slope 112' ❑ 112 IIT B-1 .2 Grenlril Oe Uoreb BIVsn Dan away from system NSel fnmM TRnk 028' Property Line ayl ILNTV Well Is to meal all W ONR setbacks LZ SchwMen DMe RECENED TV) SEP 172020 � c wixconnm 'agxx. Cora De rpenr Eryl,mbc, 17 mro COVOITIOSAL APPRO\ AL PLAN APPROVALEYPIRES 202E-04Il Plan R,vlew PWlS0 2} 72_M SHALN R BIRD N,w R,hmond WI 54017 SITIV KPTOR Beet Lot34 lchx ulcn Drrvc TownwrPROY St Croix County Total Amount. $8000112cv1•mIO Wrcndim. 600 LPD he fird a— is Cnm'llelm Mall'ICI nce ReymM DIVISION GR GREY SERVICES EN AvNOFPit vyA Threann Riley Imp III ••.aP.IplPcnn,,.,lwm ma xx. Mowd Compi Mai— Ver E 0, SDP I0691-0 IN 01101, R IW13) Pr .... A Dearlanw, Component Manual Ver 20, SEA 10I P IN 01 A1, R 10'12) The wdnnal dOnM'd dM, her been I Did for con(orni ars and6i WI¢mam Admli .ve Cher w d! Rlwomm Sierra, The Dbi no, hrn COODITIONALLY APPROC ED "I'11 lno her cmumcnal and hKand kit pmal x n 11 Me elWoptl From MI Plem aW x uh era'wmponeo, lPl mfim,ni Al Cox on Per 11di m.hapNf 103011101 Pnmman Slamrn, IS r,plutble for comPhaxcc x ith all Dark reymrtmcmr No pemn i entlxtle or or ,,it at plum MnB m 0e All m1n, Ilcwoil no Jar w by III¢ Dupwr mM,aIU Ol. 1M 10 11oxmg,onduni Atli So mtl dunna t...R lion ormil aM pit, ,Dpi or Me • Prei dirpeml ne, poor and during mmrmcuo to ,,to dismb [e aompamn and I of IM1e xue • Wlrh xm mmrruer o,. Hie re, mmendM not to Ii Me Pump In the doer lank MILI the sank' xre Ronald Pnm to hnmmxnvuuupmcy • Went ewam µuxe rated from mn4rtmr, deao.ngof e9Edi and IRE, and or left wveonxwalow, parr Anllnot A dmhi ram the drama dticMlgnB to the pi oowe xvmwnm Mattnent system EOWISI Wadc e+IN SolUPpophly ddpsod of on It, or off me • Any all µm r, leave,Had Arxbr¢hit beet ¢ hard and removed prio to SHUT the ad", lot MxIIPIi pularl ,ailing under tldugenol xre All runs, otgmis muderh to be man owd From PDRI Dmorral Cover Page Snaun elm Bid Plumbing No. 14321201n St, New Hbnmon0 WI W17 715¢4&4516 RECENED SEP 172020 COmmr„'t oeonoom.m Date&16120 Owner."mon Bast Location: NE1%4 NW 1/4 S1 T26 N,RIM LM 34 SCnwGIln Dfra Troy Manuals Usetl> Mound Component Manuel Version 2.0 (N.01/01, R. 10/12) Pressure Olebt4Ution Menual Verebn 20 (N.01N1 R. 10/12) 1. Co r Page 2. MOW Plot Plan 3 Mound Cross Section 4. Pipe Cruse Section/Pine Layout S. Pump Chamber Cross Section 6. Pump Curve 7. Filler Specifl4tlona and close season &B. MNnenm en0 mnNrgency Plan Attachments: soil test Slew Bird Signature License number 900 Page 1 of System PLOT PLAN PROJECT Kemon Beall ADDRESS O48 leB&w Road Hudson Will 5W16 NE Iq MV 1148 1 /T 28 N/R 1E W TOWN Troy CODNTV ST. CROOK SYSTRN EIAVATIOY 1135 9115120 BEDROOM 4 DATE CONY ZONAL AT -GRADE CONVENTIONAL LH7 ROLDLG TkN1: M 1255INllcoa LIRE }ANK SIZE DOSE TANK S2E 785 MOUND SEPTIC TANK SIDE HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 E of NameerenrnS EYCHMARK V AP TOP Of SUNNY Irm ASSUME ELEVATION I00' Filter Lliefin¢ FUNDLi (EHOLE n WELL *H.R.P, $amen benchmark Ij ?�T O rc Scale - 1l4' = 10' 0' 40' Bo' � I I Area 15' below eyMem W to n maln undisturbed nr B-3 B•y.Slope 112' ❑ 112. 113' B-I I GWN 4 to W doneb dived a so awry from "stem Hul IN Cgnbo Tank 420' Property Llne Well Is W most all WDNR setbacks Pro 4 Bedmom Ibrre Sobwelan DmNS Mound System Cross Section and Plan Viev SEP 17 2020 -- --- --- --� �.,...,, eB F A Till, '.. .6 I{ S .. i7 Itl jKi�i t'9 -Topxd-ASTMCJ3 �Clm eggregme 'S =0 m. xh. a0 pvc Cy Mmenw send RR to3 am dia observwon pipe nrotexole pathos jjZ.sS- pt Contour Slope Direction f pr GENERAL MSTALLATWN: The mound men is staked out along the hnigti contour Emsaw vegetanon is mowed and raked off the sik The mound buel area (L x W) is plowed ws a moldboard or Chisel plow, Flowing may not proceed if the soil is want enough at the plow depth to Lorin a A inch sod wire when a sample is rolled between the palms of the lands ASTM C-33 quality sand is placed immediately wim plowing Smal is a buldice Speketl corm most haling d when nine mehes stood Of less trade creeks it th placed overhead by a bxkhce Special em must h used whin placing sand of less then one froi dusts„. m mwunch compaction of the plowed s lArdl AM the mpxil cap or plied, the entire mound is seeded and cowshed to promote lower 6 inches growth, limit erosion and protect clom forage The Observation pipe we stoned m ibe lower 6 mcM10 and swuretl in place sntb rcbm or a closet forage 10/07IVI pege_of Pressure Lateral Layout Two Laterals — End Manifold Clmmw Luenl llvn-up PNg dhM M tom_ ppg Fomc hL'm 1 swaep W ama DYtlAntlooN r S cifiurbm Lmel Diameter In Z le. .$ Iv. m Pk Pk Maoifok Dieme or5m pie owess L N M 'eW Force Maio Iv. FI Pmm Mov Fraum S o m Comrrvuaoa LebNe ere wmtrucW of Schcdwe i PVC pip. oriacm me ddI1W pcwp dcwm m we pipewIW a ahem m ha and Bet down. I o -upa mmimm with a Weedd ci® ul pim eM w grg a io a" loch diameter Nwn sprinkler velw Mr eceemiW0 horn fnl yedE. *goo Dnle • ••• 6-81mh Lawn spdolam Valve pore �of� Os/OS Igl sr�.r*���urtsrscrri caa.�r�s� �f. W4-� Loklft Y.. Id. blmhNe <d•emYmiae ae.bdwm.Yma sm..y.i�t+ d PWl.bee OnN �� —vaw 12' E wpJ wa Va Cy [C�L9F.IT>ii'�3� ��� crime A Wm e s li'le OH Elwpm C GEtlH Yet Y b.dd.d w b a Y � w'Y me manuf.ceom'. gaAiotgipmU.pP . MPsimum depb ofbm P.V.mfYd by Yw ye,,,a d wtmxA ofttPPotrt M.emY oovom ..am®.e. n...... vs MrmP m.i�crvmw� iWWlel NGW 6L1104.odtlWlYof44^M1 mYaJ. CamYW blb YN wbA w4wtiol F Iiap..,d I.tl ou.Ybb nilb Imp W� Y.�NThe ¢m mw �Ym.lpv1+tl rhh �• 9.E. b WC m lMle W wik a.uvYlm W3eJweu.nl.dwYatltY' ' ofJ�rwbINPL IOJ tl]Camm 16].Y. 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'aM�WNXii��NEW RMPGNOME,a CO lIIR AIM WOOR EY PIXTNKUDEAMG"OI GA P®WMPIrpa TIeIMERroPOeATANK rY EOIMcuLraa Ins VB e F 9T 9 MMtl ^/L—'SOIL EVpLUa—REPORT g —LOA muriuelv-n �w /M.. pMIW NilomwI lZ wu�� . Y -J' Irv✓r-� � Yl� fpJ ..II�u.S CM a5F . lyt Iv ✓G W AW 1w 5 Y r 9/ IN R rf EMS RiV . 1 b wa. w 1I 9-�5/t✓ox.. Tu1Ln N, $Yel471W laxn = m IM CaNiw YwQJPWweIMwYtl Wwnb�hb WhMpwV, µnit ie. pq M1n.MNw ❑ mqk Cwviv. _ _ ___ IIYi 'f l% MMW.I�wtl.ubb� Me 1btlm.mwe ��^ T � eryennnm� IM �MV. ❑ft fl 4wtlrvb.4r./. i.� Or-wbMVYti+L' rt ICM 4tP Oarina Wvpmyq. MOn Wam bNry Pm Y9 z ,1 r r s _ .W� 0. Mw. '-' o�W Ow. 6YN Cew.e bA 9vOry pr 1 J mF rF n cl AlnNM1W �A.1lTnxp.OW <A IY�A �R pf1YnO�feN� BIN %umblrq, lnc S�eun BIN 226WO 9g00 IM 192M Ave. New RIChMM. WI ) -�� 7152464516 QB��®�QQQmmom rw oea and,Wmiin0�.mmi,fww,wmy.�it na40 9016rre'+•rca a ands di .&777 rc erca m.rc�n �� m.ircm.rc tmrev q.u. rceun w av��m.ei x aoe.�aa.s�si rc rtv we.xu.em Protect Name Kemon Best Soil Test Plot P]an Address she ird 948 LaBarge Road 016 3 Hudson WI 5401E Lot Subdlvleloncomonwood Soon l at Me M6900 NE 114NW 114S1 Date ll/BE/13 T 2E Ln19 w — — Township Troy ❑ 806M Q Well PL PmpeMLine County ST CHOIX ,BM or VRP Aeaume ElevanonlBOtt. Topol Survaylron System Elevation TBD .ueen.,...,. n._..__.. M.e Scale is 1" = 40' unless otherwise noted 6%Slope I \ \III' V B1 113' I'mPedy u"c System Cross Section and Plan View - - -- -- --- I ^31� w 1It t- i 1 ' t I x�_K ___________ _____________� t�l -Topsoil=ASTMCdin - ;_: Cap Memel) sand fill J3 ACI .g d� observation pro: Geotexhy Fabric /l3>Q Ir GENERAL INSTALLar ION: The mound area is staked out along the design contour F ''sung vegemoon is mowed eked od the site The moved basal area IL x W) is plowed with a moldbovd or olusel plow. Plawin y not proceed if the sod is wet enough at plow dap@ m farm a mch mil wort When a sample is between the pslms of the hands ASTM C-33 quabty sand is placed immediately sifter plowing Send js placed woh a tracked ntazhine keeping 12 or more inches of snuff under the Imeks or is placed overhead hY a backhoe. Special cart mue be used when placing sand of less then one foot thickness m miwendu compaction of the plowed surfam After the topsoil cap is placed, the entlrt mound is seeded and mulched to promote vegemtive growth, limit erosion suit pmtect hum fwmmbg. The observation pipes arc stoned in the loxes 6 mches end sc):ysed In place with orbiter or a close faults10/07 I&1 page f(/}1-- Pressure Lateral Layout Two Laterals — End Manifold .--'rnroedea Cl lateral Turn -up —� Plug r L Lon Force Mein y Sweep Bend re System Comtructmn 'ms6neted of schedule ea PVC S are dnlicd pnpcndmulm b a shmp drill bit end Gce down rpa tmmnaw x dd a threWed and are enclosed w a 6-8 wch (m a s * $ • Groh: Y• • e ..'h,4 . .. . Wit`...... 6-B Inch Page �of- 03/o61g1 �7i11'�ilS'i pn7d. _ ��!/7✓��AIA131 �IRufnrt! mom OUNMmhok A6n."1n IA OMe 1a41y Dwbe. l. hdeohole Maohol Min. 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Y t I rnvfr •Ruro/f.8'A>x.mimvwrss�n.�w _mm%ebt88.mnN 91rE Plumbing, lnc Shaun BiN T209W Be 1008192nd Ave, NYW R¢M1monY, Wl 54 3 ]t548-4518 .. ..... ..... .... . .. .. ..m--�,-��rn -+�ram © —_—■�_��\_�� ew..n •em,.x. mma..e+ea.n.�nma+ e....n.eao�.o.m.niassn�4 ac�m.nl 0 . i 31SIwmwa xeaem...mwa Project Name lemon Best Soil Test Plot P1 5 81d Atltlreu 94g 'Be9r0e R00 HWean Wl 54016 STM #226900 Lot 34 gubdNltlanCoaommod So. lsl Atltl eta 1128/t3 NE 1N N W 1/48 t T 28 WR19 W Township Troy ❑Serbia O Well PL Properly Line County ST DROIX Miry" Assume Elevetlon 100 R. Top of Survey Iron System Elevation TSD < •NRPgemeaeganeh h M, Line', 113' ST. 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Hmx„cnoxwx. _i sz m.., _ enema v9EM. 9°°n ez.« w ooa 0 ST=64 ial- RI I I I 1 � m I �`11gew�I or �I �I II I s I � LOT 35 1— t;8 1 eased 1 e 1 n cams* j �I LOT 27 Seo>io2a 8 re0 nwao �e 75 1 Eea—iweo � I I25 �I / � / / m ern Euv w xerva s.e is ru n i -- iLOT 28 L,57 SCHWALEN DRIVE mwzsr.erx _ate` -- - --14 t� � ze'r — ar v 75' n.P.a,.adcmma �^' SOIL EVALUATION REPORT Page 1 03 smyamaaairee ♦. ��� YY sart......u,n.m.<mM w•mmmgeie dr �ne lrz.,, in ee�nuC [. mihm en a ercInd bo, lllaeun]i6n •M•�o/pU e Lme,s Please plm all lnf0rma0an.• a �Zzp a�� n w7 CUMY Sr. C lh Pvd iO • AM1 wwm+r�rbn•r%ayrm . _IyNE^ 14Ay/Iae I T At IN H Elml• ,d eaaa swa w..*o,csw Or LP We wl sell. Gm ❑Wa•�ynetl ge .,J Se �x..ce.ew,� ue.m Puwe�err.ero.aeemm• 1 s�.,wa.•�mae.,w __ ss cvo e... e,..la ❑ P,uaommn.m.omu .. __. S �� .B ring w.�r..w,n.wwea N. n spat 4&Anp lE///_ _ sv.rem Eiev.z. rep_ _ �eaya ®n� 3a xmT oePn ooa.a YVY amE®lqu� 0,14l Tina• Sarin•• eaL Bn. ra..e Eacul leaps Gal 'EA, I EYl O<L /L in /q .Tjf 2 z-36 s �� �( , -T Eaeea O o=+e 4101 Aall cm,ldspsal JL1n owmusmyeuo-LLan ew w NNm 09pl, an Dal Waal Wb•OUMPa^ Gull ¢wa Cdv 70plum Say.Ve @ L San Wneal•cs ¢zNnY Pmu OFL•w 'EXl1 EMt Apnie ma r v 2 n <1 smdr P,F,- .n - - .n �l� v- •c 'FIM1vd Xl.9e0 >a]<ZO riglatl TAq sn9<t 'EAFenI@.BCO <pnghW TSS<plryt [S! Nnn 61w• hMl LSf1YrKa Butl Plumbing, Inc SM1aun Blrtl 226900 1008192ne Ave, New RicM1montl, Wl5 ] // O`U ��3 e ce ]15n266N0616 cM'S7RfO®®® Ersenal- DCD.. WIMingAL w]ss>ane lso mal_ •em.mm-eoD.!WmyLw]We"ss- The Depar,,em ofCammerte is is repel apponumry eervrte provider nd employer Ifyou nsd eeeuwu buaee eerviav or neM maknal in en elleme¢ 0�mae pleas owotl tlm depuVnmt a� WB�]Wd61 m M W9Q64fi]]]. Soil Test Plot Plan Piojed Name Kennon Bast Sha ud Address 948 LaBar4e Road Hudson W1 54016 M #226900 Lot 33 SubdivlslonCoflonwood South 1st Add Date 11/26/13 NE 1/4 NW 1/45 1 T 28 N/R19 W Township Troy Boring Q Well PL Property Line County ST CROIX BMor VRP Assume Elevation 1001t. Toped Survey Iron System Elevation TBD •HRPSameas Benchmark 80' ME Scale is 1" = 40' unless otherwise noted A 6%Slope 113' Property Line Pro Town Road , /\¥ _ n�. � ��\ NE