Loading...
HomeMy WebLinkAbout020-1485-14-000-maid a.= eoa9 D..�o� PRIVATE SEWAGE SYSTEM $t Crol% INSPECTION REPORT �^y c.mu on GENERAL INFORMATION (ATTACH TO PERMIT( Ande ai.. rD e. 624849 ..Ivn...v L... a 1S m V➢mIl KernoO Bello o "" vo., ..re l, "To." • TOWN OF HUDSON c 020-1485-14.000 dP SMS"• wl 3 "'°"" "z"°sslsaoas TANK INFORMATION ELEVATION DATA MEW �i•�i�i i��RiL�IL 4�JY'Zi�L�l,,p L'�'� iwamm M��ridll►�ili/ , �<flm[rFL'r im. pl LM mmm �=iii �Miii Hui ME �GQM �Mmml %iiiiiiiI KZG:LSL1i 'Al 3L m... 2 - - o, li,im In M1 s BLDG wELL u Nibya nxs n" coi+""" S' DS" $5' Nf} UINIKMUIIUNbYbTEM u e ,.. SOIL COVER apmeme 5yenm Only 9 Maund O,AlDnae Syenme Oqy w�nnmG 1' D.pnme [ .v1 L" COMMENTS yauee wee eieuepencee pewo epneent nc] DISERRY DR n Ail eM Ddo,�pe.D=#op >f $RM.ia,M. COOL z, DMR.ewe.leni "'°'w, >41" Ei LOWi pv pwmbw SagsTa'IRaaPlan ;oDoae�,�.roaelo.mel� " Co. Inepeomn ai nsp.oYon 43 Nfl-Well no-M mHMlkd e u�y�,ciian 1. m-7$886 System PLOT PLAN PROJECT Kernon Bast ADDRESS 948 LaBande Road Hudson Wl WIS SW V4 NE 1/4S 21 fT 19 N/R 19 W TOWN Hudson COUNTY ST CROIX SYSTEMELEVATION 938/9345'balowgMde 618/20 BEDROOM 4 DATE CONVENTIONAL XXX CONVENTIONAL LOT HOLDING TANK MOUND_ SEPTIC TANK SUE 1255 galore LIFE TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD KATE T ABSORPTION AREA 891 p of chambers 44 BENCHMARK V.R.P. Top of JOE' pipe ASSUME ELEVATION 100, Filter Ldfewre P111er ❑BOREHOLE 'O WELL 'H.R.P sarneasixonchniark Scale = 1/4" = 10' A ®1 Lea�lu�sano� r vnth 20 O f12 of Area A 5.6fl^Ypvr of end caps Dade at System Elevation I 34" 11 J3'Prepe¢y Lune R 0 736 BF 99' rB-3 B-I Vend 2-3'X90'calls Zmh>3'spacmg 98' All piping shall be ASTM STIR 30 , w BY of lank, piping shall be ASTM P891 REC N o a J N ql nAve, V O,Bw 71U SvF (bkLlmm ryml MaaimR! A]W-7162 (0 484°I Sanitary Permit AppLcaT on ✓✓I z °ba-0 N OBnal 'e-B z � x? T 7zA ix ° w 308 vyp<.rmumecm6�.+aimw.°>m � � SFvedYOwalm{-NULLV INBmronv � �B x L� ❑WWcmowmJ-Cm.M C'sO°�!- � o a,Ym mZN (J f2L W ZZ+ CF19nEaS m (Ch m19ow M. wlm r Gmgm L.eBR.pp iu0lry nrzan�sm® ❑.�.m.B�,+mzu°i.m.m�an ❑uea Mm�m®m�w.sw�rm�®� o�eW.ww.,m ❑e�x..,w. loa.,>m°�m o�.ma.�mnw rmz�.,,.me.m. m� um.r� �enaw®r ❑e��w.,ar�� vm .,rom. �m�wi �Y� m�smo mym.� x«�� w.,waemmmmr S 3 g vr. xwerm. �wrom v¢e�epliry9Mmw�- m M aemOm.mmixammm.powrsaw.n. ra.m.em m rv�m zsmertsv� zz— swsw a� S ✓2 rGi1 s , SCD "° l02(al?D r a cooamw.° ww.unww m. Bn.ewa"a 72N+k�11 1p 4rra+ N yIZ SG 4 m11AO1^'r" 6wm.w wwm.i.«iw�m��.w�° rj) ('p�eurk(in pro✓iAt lug hoa+eaw bomb nIll" °„w zn QGp�NI.Mf/t'f QlGh. p(CiC /'✓P m SBH6i90B IrT) Cover Page Shaun Bird Bird Plumbing Inc 1432 120th St. Now Richmond Wi 54017 715-246-4516 Date5/22120 Owner Kennon Beat Location SW1/4 NE1/4 S 21 T29 N.R 19W 555 Wildbemy Hudson Manuals Used: In -ground absorbaon system eversion 2 0) Page# 1 Cover Page 2 Plot Plan 3. Chamber Cross Se n 4-6. Maintance and Cd b envy Plan 7 Filter Cross $ Signature License numw#226900 System PLOT PLAN PROJECT Kemm Beet ADDRESS 948 LaBame Hoed HuScn WI W16 SW 1/4 HE 114S 21 IT 19 N/R 19 N 1'r16NMudson COUNTY ST ORM SYSTEM ELEVATION 938534 S Wim border 6/8/20 4 HATE BEDROOM CONVENTIONAL W I N\ I: S[ IONAL LIFT HOLDING TANK MOUND_ SEPTIC TANK SIZE 1255 gallons [.[IT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD KATE T ABSORPTION AREA 891 N of chambers 44 kk BENCHMARK V RP Top o1314' pipe ASSUME ELEVATION I09' Filter Lifetime Filler ❑BOREHOLI: 'O WELL '11, R. P. same 88 benchmark Scale = 1/4" = 10' vrnt W11� ' N6.. Qmck4 Standard of Cover Leaching Chamber with 200112 of Ares 5 61l^2/pmr of end caps 4' Long 12" Grade at System Elevanon 233' Properly Line 99' 102' B-1 Vents 35 2-3' X 90' cells with>3' spacing 4%Slope 98, E-3 All piping shall be ASTM SDR 3094, whin 30' 10' of tank, piping shall be ASTM F891 M" ran Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber To be >1' above grade 5.6f A2 parr of end plates Finish grade elevation / Typical Installation yC°r 988, vwt — i Gratle 3 i�3g/34 Septic Tank 3 5'L°ng 1 5 5 LOng 1 Orndenl9ysiem Elevannn Gmde at System Elevation Spacing 5' 2-3X 90' Cells Same on other end Observation tubaNent At end of cell A 22 chambers per cell B System elevations A_93 8' B 934' omasm ewww Iu nsfUxncun<rroeoasbeYeeelxcfST. CROIX COOM'Y SEPTIC TANK MADIT@!ANM AOREEMiNT AND OWNERSHIP CERIIPICA'I KIN FORM OmRrlNnym JiNeyDJ_3. 6.ar _ MulioE AAdrwg JAI�R �Irsemx hl.fiSYOfla. _—_ _--__ ISOtrIY AJNicy �1�.y9�yy�-bolt.-Hueuet.lJ.zSVOflg_...—_—__ (VariMnmrmuir�J fiunr Ybnrtirry! %unmG Ueplrnrlmllrcuew ambrcliml QtWSIRtn �fmsailw]>J£NO IdentiRcutmll Numblit JgjE-/y_�____, LEGAL QMCIt WON Peuperly InenbOn-f(af/., A-5. N, Sell _.kL,'I09_N R JAL W, Town ol,_NypPpy_._.____ SubNuiuml r Va, CerIDNd SmnY� _�VNume_FAA Of WvnnryDeeEM __ �Valnlne _ _�PeywN__,__ Sp¢bvz® LnIrm L4,mfia4'e/ SYSWM MAINTENANCE AND OWNER CERTIFICA1'JIM �T Inpr,pgr.v.mruiG[nvmal)murclnn:vW�m u,uln re„Il,rr,nmm.nne h:e,re wlrrml=wr. Pruw edllnn�up of bhernne lsterelruuw$OYAO, n111 rl nevnuJ.bYahcenvnl Pamwr wMI" wlhrn. md.pmnawonen me nrldlionorine Imnuc mwr..aaelr,r[w.myrr Ia lne wanur norora erdmd. uwlrrLnmmmlrllod m.wluibnlnm me.pmlr.nln u � sr. r.,,,r �maV s.mmry rnuhma... x PwPmry uw,n..g.e.w.rrhrr: I. om, urr,,.y lanaanu s mauyl Sill n cu4fiuhmr rwrrk agmu by nrz ecJ LYxnuerm PLmbu,Inumvymun Plumlrcr,ry Wmu PLrmnrnm nliveruoJ VumVvreJlyriM nullDlhe Jryerw ry u Pointopwnr,gmMition mu,(x)vnn nuPrtuon m,J pwgwMOl mwvryl.ILyw wplk M1N lv ftllm m lw.I,Ier lrl rw Lbage. .0 Luw road Ihv nNw,urmree¢nn ercl IISM ro mnamrn 0.p:nc vuwap Juww rrclmn v 111 nm rcr Lylhe Oapemmr ul'Canm<ra m,I lI¢ Iluy,S mm IS Nelml Romwee, 9ng0f WircmM Cal c.aWtWr Yoru rear ry¢mhu hmrnldruW nmr Lv wnnk6l nN Itu wISO Qvia Gnwry Pl k 2,,1l%wmml wnhm 30 day[offt 0Re )ar"P'n11w bn mnrly rMlall.relemeu.wwr m.e`.r. n,r•re uv l..rnl,nN�w lovnkdGe vw..wale nn,mula)orlm pgrq deuibN tluw, by.ulmo(v mmnryhnl em,kdm. nvguln ul Ovb UOne. Number of bWroomy� / — SIGNAII'fRFE OF APPLICANT(S) DA'PI'. Arylnrmmxbn dal I rgnvmralrmy ,I AYhe ullmry lwrnd III nmdeJ by any PLlmuog t%aveg l IIIIIWel.• IncLIN willr llJv rypllee ev'orJcJw mnly Oerll Oom Jw Neyirler of l)aN ORvo arWncopY alrM a' Ll"d survey nmp rf reforav IF III In II IwmnlY dml IRgeoNA POINTS OWNER'S MANUAL B MANAGEMENT PLAN Pa._d_ s.µc � IJ caPaay o xn EIIV.Fi., MJnl�lunr 01 01M EIAIN� FW 4PW � Oxn W T"Cp NP Pu,p T�iMMem.w Np moral)Na.lyaw W. P mp MPM H. Pift. l most1N osnLLuwlFb OeNMvliul n.wYl, o owniam oP F Oman ooms okparad C.g(.) ,amln.GOYna (9,.YIy) o ac,.ae ol,Pm,. Own olnmcun (p.WRMI owed aouw.. omk u CO ❑ a a.rda esln amP. FI.pMNy Ympce WglM abJS) OM vvro wm„Ywaunlq wP�,m,bap MtlgeNe.n gaon.1A0 (WdYrIArW,I. oNn �.+P.,.dasw uM.l :x�,..e,Onr awNei MNT ulspoowY O / ➢ino •1 I.w,�.,.Pay.rq oNa a) Olin nNIM WIV. W,V m4oYa Yvm— Al area, Many O�:) �o _ Nn =N.Nlrrtm Pia. Nc aran,ls«v p� Dow - uwu u,m evey. oya.Nda� — w. -- xa LWNTIMILI INOMN OW u,a.rnms Of mils w alwlw m wu may dairy M Marconi ®n)ms we of rn Name lamari.m n (nmruYn,J. M,v..CYbE S..er POW!s mMadnr.PJW:S MYMa::vv'. SaN9e SamcnPOM,.b, Twe mYd oWae. of inaPemm mm.,.nx(gna.nury any miwnq o, loran nzrtriale IeelnManyasks Y,kab,m nmw eYnaeof zmbmoO slurry ad xnn and tlisf m, Oily bank an w Panama or around d on did o gmuna YYnTlv mepolml,numl Mee b. ,,eudy Inemi to eMtiv rM volume Wei In Na dxandi Opens One to � for any Varnana of elllunY on le Y,wM w,rem Tic Paying d .1Puenl on ma pound Belem nay Makan a kWp mnkm aC bpulm Me anvai iuYfcMiw, 0 me pxJ When Me WrItAreal accumukiM M Yutly sued wum In any bM Wine dP4N:ltl N or mIX. Of me bilk ld"OB Yie 111 odi of Of Me ork Mol ma ,mlma'1 by . a.Pip. S.nioq OPNeIa am demai M In cvtlnm xM lnabo Nv 113. wisoci MamnMatlw cola. Iw omn Menu. Including M not lank to do «rvMnp Of emu" PMa, meamonlow or PI•yuhe0 mnP}wnle. PlalreeErkm on". ma q.avkspM Ybrv.Yd 513 maMN, Man 0e PerMrtM Ma srnPea P(1W15 MYnrvin. i varvi,e,gv\ WP b pOWIO! bmBbl IpYletOlY iNM' JI rXM1r 1C aM a(mnPlan Ol.n/ vrvxe awM. START UP OPEMTON Fw iw'mn W,pvbu.edMP Srl+Y MabOad b^t(elb Mpresenm N[elritin0 pt��Weaoms dwrilo6 Net mq mbeo. M ce.onsa Pm®s eWd eam.9. M elry'•RN ullpl. n Nin mwnVino+a ere dewb Itm M mnmu d ma bnkl.) may b/...dge b�NdV �rwldm Iw. 9ryen mn w Yr M my Wlm v] m'LWv ve hmn.IM biM.n•e wNz. aK'9 P^+'.r aRUeF W.T Nhe Iny' fl aR Ivmtbl hp1o� brele. NTat GM1er b mLw 1 M m.e rIM M la GIWpr bM d.In.dolla) n cre Wge 0a+. dnbbYV Mdl(el dm tlq' 2aYtFM PwYW wvW 4rM1rYd elM1nd. dMwN W^VucvWtl~iP �wbPOHfS McNWbb M1lb In memd/Rntlnd DeOW�mO��em� mr�mY bw�. M nMp Mk. OOMpNedpM Wtln mer Mrb me daps®I mYe MIwIJM arpN aw, wotliervve tl6•Ewam[aw.M eieehMln 19 M ewm ebpe N aM' mwM w tlgi W e nll vNaptlm w 0.Wuron a.OMnWmNM WWnp 6wn nc wubxemr+tmnmry ImpanMpabmmma xtl aobnn M1'K PIM .dtdrm: MM wkae: dphdm bmY: mrtmtna, mmn wsbe: mmrrondrem (w d9��..)nlYry negr.. unflwlW°n'�enaaa°wwlr a°aone'n�Me anhee: render: m.K auw: m.emtwns; m: wmtlm Pbew: ABANDONMENT m me P0.VT8 Me bLLMMpetm d aW lekan nn of MtlbMpakgdW Eelekenm Yaca M\M1 epbm YpapeM •M eNM d�awbtl mmNNmm.mt dWbrLmmn BSM..9.`MtlyhlnpJnNWrw • PL[WgmW eMW WIIn M1mMMNMeEb bianpP ni b'ia�e. m.mm.barrdi.ae db NwMmas re PaTbry dboned MesgnEe seaNaq Dpe� Mtr MHn4r Wlb vtl Coo aNlMmbltlNmFnV dNdr w.se maeEMnwN aPmliG Wn vi. ybr w.trw M1n.de mawNL WMIRNENOY RAN H M PONfS YY aq rabw Co IeWM M MbxYq m�ub Nm beet or nwR Y Wm. m wa'N. a mf. mnSbn e AM rtgeunvnw M6 Min sMWOhe 1k mAy bs u9ne(u'M baWn de Tplareinsn bJ.bw[WI rye1T1 npbiwn n.e enwtl M pdadrL M1an ebdlStlN YM mtbedm tllS.natMl rM be IKnn}e Ipm M Ibulbe apda Ear Ofeyp btl pICp1N0 ipYgib.lq Y� atl wlK Frunb ptohdM iepManvn w WI bbY N M nq. b i rw WI ne.N b.I�nSwm nbtlhn a bIMiLM bdV' npiAw ReiigmMl fYebne mW mtbly rNM neM In ell.tl elNtltlme ❑ p niiq• gAwlwN w b nW eeuhd. M b blEed eMb edl IlmiWbu BeMlq tlm In PUM6 WMnobpY e MWtlp WYt my M'meWIW nelimnaalb ngrsMlre]PGWCS. O Tn•wwmmeeen.blumtlm4eMrya Md. IwlionbYnr Upon lNeed MPOMS. bnwwmaWw n.rb mdnr•a N Mvh a YJNNa bphwynt w. IIm b[YmmsO w li m1eLYe iMWry VJi mry b IN.M r . ha mo+m •wam M tiYtl vovrs. ❑ iaaim.b dareee .w N»wptlm •r.hne m.F M �.Nme m pa tlbMry bmw d M mnr N M erbmne wM1ia. PxnViniS-�Pm.M MWm muY anMY MNMrW.ln 6aa]wN9tlne. .eWARNINm. fE911L. RIiP NID OMSR TIEAIENI TIMRS YY CpFTAM IETUL G/S9E8 MOOR WSUFFIY OnDEII. CO NOT IMGA SEnM:. %lIV OR DINERTPEATYFNTTANN UMOEII pNYpRC Wt4TAXLE4. DEATH YAY IIEW LT. RFBCUE O' A RRSOII Fppl TXEINCINOP OFA TMM YRY BE pPACULT W IIlO95BLE ��lIDZ�/d�f1/_� �t/abL J/.1LT�I1�a� cam• i•.. _tl� ��/�i' �— 2074C 0 4 8 A 1slot 1slot 4 Y1 192 0. I„ FW +1; M R�R B ATI V..11 e �q r. �F ® - lu 093M l ATIOM I/6 . I w s�itis APB a0.C4R .mu iwmn 1 CW�m •.O ©PlmICBMK. mm a wl 0 dM 6 xCGVDG�LONp ROCK CVIFLgH 'oyPUM a.mn air o�f�Yre• taw6an 4 UMMQ MR I2 2MO 'dui S. m ^ LOT 15 \\ ` 2.00 ACRES 87,169 SQ. Fr. MOCAM LBO.=9152 I � a � it 6 6' I Set f_ 246 IV 22000' O 589°4900"E 4%10' o w I LOT 1,*, 2.14 ACRES I $ 6 P 93,315 SQ. Fr. W C LB.O.=915.2 ug 6e 4e'M'E 4Bt 49'-u2 \ � 3 LOT 13 2\� i .42 ACRES i 105,554 SQ. Ff. \ LB.O: 9145 J) H.W.E.=911.9 i E�qSl \ n wp.m,ml4, cdmmv SOIL EVALUATION REPORT Pee+a D,d�aslm.manum in evar Me Cmmm R5 Nit 4dn CWe � Mademmdeie data run Or md(amI�e�e � Mid,91 � /YES—/�/" mca p.�`I d a�menaan.n .aa» eleven, and dr 1111 mr Oil Pnnurt indmmRbn 11,11M, In, wu P,en,do n, wemLor I .. 1 ` Ec,jerf ne a ne s ' N ,damar 'amMi sei /i Lrye� Bbta 54]NervdCSW r y e — - =ram / ` tried, if ni t, ar. SW ww. pee car .d.. Pd.a yj ia.,r K.Da.ervim DO,---w4.4dn.aa..,,�a.M. y-,..--. ..drand 10 dependent Sysum Type ear E.danw -\� ram'• 6QENf O Pam �mro• Drolrb.rehe ® Dcutlealu Yry it D.M Dar+r+ Pmwenve>• I fau,udv Bdeevv leader W L Ge Cur Gi Intel 'EM 0-IL 2 li- r J . / MIA Eltair wp �Pn .w�n im�.m,ead Vir wnm at. Depa, pr..ru„cm� n.m. o.empt s.uw. du Gelleras w,Carl, Lc L 1s Wp ay<ypaplyy T95>]l _<1'A,NM1 'ERwemq•BOD •]9rgh WiSS<Jp,gq CST Name(Plean Print) Sig CSTNumCer &rtl 'tumBmg, Inc Shaun Rvtl—' 226800 dmn Aret ioor Numev Flpu" 1402120P St, New Richmond WI 5401] 17 / 91&2464 Pam._ c._ Poem Fell S, Cis, Gsi ?EAR .d E/ L 1. r /a �.j� .l 1 ❑ �Ns _ __ ❑ p Oepn ro im619I Id" B GPP Od 00sfor CewWmr Ou�9. fuGpGaf a 0,,11t a Br Fwl. 1 gyp, ❑ �� �. • _ _ _ n 'Yy. Bo.�wr Gb WM Wa.OmdW G9eA Wutlso BdavY PMa 'EAY� SI�I EMunrvr• BOO, yr y0r Wi99.ID, i4mgl 'EmuM N[•000!]O myL nE i99_YJ rrgM1 The Oi or rom nr.`opp,t a< « m o,o,e...e <mppm<e Err^ n¢e..¢d.lmn, rnr�.m wc o .pleamp mwd nc� d1pi r e-d 6 3151 11 nv W8e1M'e77?` Soil Test Plot Plan Project Name Kennon Bast Sha Bvd Address 948 Lads r e Rd Lot 14 SW 1/4 HE Hudson Wg 54018 1 1 /CS'rM #226900 Subdivision -------- Date 4/15/15 1/4S 21 T 29 N/R 19 w — _ Township Hudson Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Survey IronAop of 3/4' pvc pipe System Elevation TBD HRPSame as Benchmark Scale is 1" = 40' unless otherwise noted 233'Property Line 99' / 45' 45' 10 B-I 35' l n 9s' V4 n M`