Loading...
HomeMy WebLinkAbout022-1056-40-000 (2)nw PRIVATE SEWAGE SYSTEM "am" St. Croix s.,...aaawnw.•� n INSPECTION REPORT On" w.axe 830319 GENERAL INFORMATION (ATTACH TO PERMIT) Selewamxa Fannie, �ON pu4 mace... w amwry wrnr Sinel LN w(,I(wll cM P.a T,.Ne Wayne B Cathy Warnke OWN OF KINNICKINNIC 022-1058-00-000 �+ i�l0o wn� w�m.� amRnvM.s• 10 DF 11 20 28 18.3076 TANK INFORMATION I ELEVATION DATA TYPE SAN ERg-,,TS CAPACIiV STATION SO HI FS ELF/ s.pbc I,�resL,T Ica wMAn loo cnmeM1 I.vS ro(. lot) 56 n% Z5 AT I r 15 An.lw i.es fig, 1 aN a ov 96. ac TANK SETBACK INFORMATION Lyt, �I,w,v !XOWN .51 91v4 TANK TO Pn tl L RLOG. IU,AI PRIME)M Small: 7Z5. ZY` Nl IF mean Doe IS H..e.,man A.mmi °6zPl°"Flow �r, S 41 1. 79 19.(6 amnv °ass.an n 8.10 Y z5 PUMPISIPHON INFORMAMN Finale ,Y 17.0 M.ILMaIIn, Fee 1 ycr .I5 TB.B MON On TON Lln nLa sy ..e ITA Ft Pa,am.mTree, GI. naval MOIL ABSORPTION SYSTEM & I "R } L .'$ Q7 F-[ys 3. Ln�DIMs, z N w.Hww ACK `JETRn.,'srsTEMTO PM1 -b' KOG 7 v' LL 53 ( uNE/sTAESM W�nYs.aT./I. SYSTEM �NIn� �. rPI 3) Ol ElfiWEW HNSp.aN �z bA. SOIL COVER weu O ceMae • w COMMENTS: pncmee ma, asa0p61cv. al pm.n..nl Inspealon xi repannal I -NOW, Ea. Her as -V%tvLis 54',n evil fAds. ON 111 e..ol RM G..e,n,I,. C, I FLf(n,.l -obsyJuStkal IO FL 'Iv en SA.. i++w% �, May..w.MINm• So ..,n.nlam..,.218"e., lirtl-30; KsF ivrlykr� w/�M/'^J:nA,(. iro., Pun DShwwT Yen N [23.`2T UPS, Shelf ekcSUwol MomIL Seo-m10 iRmrI P•N inowlsammum can. ra. mull 11102 .lea 28207A Iglu EYLEi„pw qrc $%��/�. s.wrwww.v.mMeu 1 I. � e� :$EP e6 m.na I,�nnnr MtllvgM i1N (a'A3/ camm�n¢ n1BP ennit Applicetl i w,seswnm. w. m,. cm..m.�a�arx. mm,w �rN/t wmdtlwta.+..w.�.ne..,nrv�ronp�, u,,,.rAme..e WTyN F. �Ci4TH Wn1fNK£ Dyi.f056-4a.0op .ao.na.r.n sTH &5 1� mlubb, A M E 4tl Km 2O le, FILLS any PASS, ad RIVF{� Lam SYOZz T inn n Id"a°n� nrm<.r..lw.e<w<a.nwr.Mpl . v B NA M� ❑anJ ❑swow-maa. u: o.IrJ M a9 quTa.ar �.m,�e ld e rmmv.�.n: (ow.M...e.. o.x.. •. cwMe.lweu. � ❑N..cmw �.ugww�a+® ❑Tw,m,nwuigiw xmwovrmy ❑04.N✓�nmmlNgeiw,IwMul o�r.,o.wam.e ❑em.n.....,m ❑L,.swe„�, ow.l�.w<„w.. Sal w erew.e tl In<aow a OMwa<m w.rm.enm ❑xmgrm mmerem, �ml Leon ss5 A..wrm�+wl VRt6 m. pool Amv .w va,.,elt va.vl.AWN Bi®pnvlm kii 0 7 Y4 ' 3 /✓+z, jai 92.8 VLT.ek1.Y Cwnr6 yp am a Sal "' u m V,n.. wlwe.arronsr..e...ww m}lJ i�OpEWpLO g3/38H 7�SYbs=6zOd �IGN�Fi. re m d866r4 5s yZ1VER �flLLs WF STfa2z 6G. a w ek, o sSeoul Sal/Y== W illappy IXfaelyw EMOWNEP 3).u.Q-Pit 50, lank liki Allel and {{ }J&1 -is '(-(pa (y /my15 fpyjj6Jy'ila<� cot oerSal¢n mull be servi¢tl l malNaiond 4e i per management plan provided by plumbs` !iry 2 All as Poll aE�nM�w k PeI- ' .AnO'`"Pry ! 57 ftu^W prnl s 5� ilemil �¢hf.Mee_ Mbr -hp rsMeddit Plot Plan PROPMYOWNER: WAYNE < C,fMy WsWJM LOW DWM i lm Csm a Iztw uJ/ +tac ue1y, � A T"A 'R 'm. K /If1C aT eReu �. WI�'sl. Teri i* Jy C of 0 lat �-MM1V tWf Site location: 1;4 &asz�Bmn.. oYa.sdnews Uwup M.I4' 0 _ .cLL gee' k +w rc� w YrsriMC3 M`w 9 Fpn VEu- fte za9 r— 4o Pr. Is�M�e.mwl it _ypy0. pq /WACR� COPY Plot Plan PWPEMOVJN n:_4kMYME � C^y WAWM LMW www x l� can 4 Iyw crwTEn sw/ me e% SL ]L TL4�! MIW M c wl]�uisiiJ OLL -M56-W-OCb/ � Th`l TVA (.J Site location: sec � Y_ 4o Fr. � W ACRE5 Nmd BN'x2=Ew+en SODA WV AtwV➢ �&Q ryw oyWL� v4 pIIP� -iWk]ES envy Ry FW�MY�` .f p®RW7 Se ron � 3 Z1 M y M1 R PV T�•tll Y R RO IN -GROUND GRAVITY DISPERSAL AREA BepOCTenk(s) o1°"°r WIESGG Uniform Elevation Trenches with EZ1203HP Bundles 3-ftTrench (down -sizing credit) LTooeN _„I _wl —w Ehlumr NW N."IxLi.� YbLY�K I EIP�em FIIMM1b1tlM 5� TYPICAL TRENCH CROSS SECTION VIEW (No Scale) OBSERVATION PIF£DEiAII pnap 9yabm Elewlbn•�fl(A.. �nai�..��I apao��� (dplvP /y.we 3/ aeperek ebmeMval"n�has ""a`0dm" �1 rm��."°'.a.s.� TYPICAL TRENCH (sha:w.-am"aireetlmnatgpe "Mrenupnm plml 10 o$:P+ PLAN VIEWm,,...e....om (NO Scale) a^D ft PenomWd jaiela 1 �a IbPlceq 7q hN®II — ---- ------------------ Vc A:30ft D G B= ft G1 I yjo-'O 7e f://l2 56 z wu R A"E'D INSTALL PERTRENCH: _,� Esk�ud.T EZ1203H Bundle R1 N(Z.f� � t0.ft buMlw®SOff EISPNnk= ® q° 12. 8b q 13 wYR5Wlwmryn syawne.InGI Z t3xio=/30 In011WnuWbmarWxlyeM14vWLx. ♦�5�ft Wntlles�25 fl'EIBNuMt= z5 q' (2) 3!x bs'-rgENC17 =RvpowIEJSAwrhmch= fl Required Vmlbetl=Am•6V4A' ft: Distribution MelhOtl: x z trenches=Proposed T0WEISA= G50 K -- PAGE 4 OF 4 In -ground Gravity Management Plan WORTNNT Tog omar of meinglWna ymelly pats "it torrewonamiemr im pelDeWa opereflPli nna mallknanca Dumuam m repumnnng o(3pS 332.igiI talon Arai Cona pashon W SPS 3XA.52(2), Nht. PbnN. CPYe, this station SW humesonare all ioposs, �nlere�ax ecmifea shall an gammon W arpiatnnaFoal Nathnislmr in ariyNann+fih 3P533352 (3). Wx. Moan. Cods, I DX A Olrmtiri L'mXs: oli Flow 4L_,5V 9P0: WDa S=hl M51601n ; FOG 530 nal Irmpecdon ChecRl6l INSPECT e11ERY 3 YePR3 o !yore ate d �recwa(ta mwa mmgmpla�w. ern) mecha•n Imdmmeimos 3UhIZlas aNskra Uvs,flmis,ek) Wass Unnei (to, sons, Isaka, howls) etc) o Was or aemmMCNC Ve scioduanps)aNanYa prolnapWam TQIun.. aleaihilag /tlrtP Xmu) o nnJlai or inpoparum (ta., mcmar5 aaa9n cspeciHas, q^M1�OIt 1 afwlliw. eh'.) o doers NPpNiry in dA, optional pn son Ddmmtl e-C o tlmnlg nmpubMda-XypgWN(i VPUMP e-WHrxYdiM.tbffi swYUl oafv ek) ,lecwel amwmraa-n.pD3dank P.a. ware. SUM all,.wanes mmda, umdra alum., at) oaYnOWm Wleml of eshall fftoocM DIibElam into siNAsse Sn Drware-mnDdrem EsaiVrW631®wrr) o eraaceair2wlgwatmimmada�ema+p into awmi gNm Chocklist MWMN EVERY 3 YFARS Isar whin vocational yy am "I he parxi tl'Ja cartoon sWi3d aervonD sparrow licensed anal ti8 YN. a SNm Mnmeaawr.meoXacln n.mnWeld �dne+MN I1nI Xw IgwX.aaiaa Xitexysla aerWuiitl by lwal arWlmsa GymelMmiersadlydll0e pumiwnib NR lt3.W Mmirt Catld. m••draflXMatsM1ell Ce ImpevleE a'M' 3 yeamaM dotal Oa tlmreawXan na[sasy b ranwe anY emflas miad mnargrymnianiLetluNawadflcatiga NaemdnD pwida Mtl atawYa Ea 9rmleriM1a512 mpnha. Syaim malntwncd reports Nrdll Ea eudnXiab aMPfaWunl grmXunNon b:nXMiCcaNeMnsaXo 3PS 3X196 W1ec. namin. Cosa. Rasp Try comWrr NwmdiMrvWPWwcwngaf h� K Bs T N 86 EC Fovg' 715-42fi12OD tpul gwwrment nrrvt $T C[o eo/ mYUTy Tm IDPm£NT Floral To 80 Iccm p..®nmam una deem.. M�' Y - OF Sol tF Mytorachve pan a tlns%Mdm a1W he rotation IINW. nor rMmwtl partial W SPS M.510). Wlsn Mmin. Code. Repmror regecenwnt offeilaa or manmrbonnp annotations shag camltl)•ahilir SPS 3a3. tall rhann. Gee. No prWlao fore H[Nd ar PXpiulraehseYCn oliM POW(S my W uwn rooms sprywel Wma depwmwll in armrtlanm wall SPS 3n, Nflw. MmM, Code Qatnquencv Mn on tat anall " ohnion IreeareM wmgnern.title laW cnrMM ipal it Mai od rePWgd Passion m emnaurlebme to�M Hg� a Wtliromnlmmrorintmteiga iqa e a¢Deiem a. mow I�r^T oe T"'wT PM WLPI OOD-MR TANK SPFCIFl APONS av Wa •wi : r xns e• VW �.so u) anEx t rwvc xt u Nxan cave[ asn IOalf: MI!/AEII pJ I/f aP bGN 1N Op Yom r on 91n xxLL �Y an ww uru r YOa?: 0.Ttl ue wn rxo C G4F�-oruxi: GK BWi W FWK W9Ff. Caf-1-YH 1bTW FOI.LL N£T NO aiRET yftiF Nq�IRIFR Ix]I� W/Orv: vm N MSaNO TN am[r xa[ wwam .rCIIIK WAOR. f.OIS CWL4f Illuxlo RiEit C P 116�M11FU a lw[ GV1 S vA0 w4 �>ti/ wpnc(1/gwf�ry�W sxW i� Yl om �° (SAUCMY flSRf a�atorap rwa FW aBlal iYK9 aWTKi 1®t 0gE1[ FOR APPROVAL r AL arz: mans avo ..: y _ 3NYb i. woo! I,'25 P1-Cn7 uilu .:PIDEILDIi�s ' ..... .1.»... !A+ 5 FILTER ` �NSTALnT1ON INSTRUCTIONS I I i rcr .IK WJ4`: t1RR.YIYE .._..� ... MAINTENANCE INSTRUCTIONS It I.If .... L....,.. INFILTRATOR • sways clean and he of floes • Bundlas am quick to amblil, saving costa on heavy machinery and labor • Modular cambructieh shows configurations to metd bench dimensions for most system shapes and a,ma • Engineered for opCmal slcrage and s orpinn e'fidardas • Abmly to mhtow along sloped s,las rod around trees or Imrdsc C • Ught..might system Is xrlect for,apa5s elld fight ph sites ° Ea 5y herldraMatl Yrb posMon rtduclog tore aid labor • 5' or 10' ar9ft wah simple snap, Imemal couplers • Eaaer cleanup at the pa sitr vAlh tie afmiradon of mama • Manhrfacfured Fran recyced metedals m1her than a mirhed natural resource • A by" vadety of diameters and configumaau to meet any Inslelladon professional's needs • AWIMd In manyjudsdkdons wth a rncregsed efficiency rating, reduong drardeld arse • Backed by the leader in the om ite vesteweter indwhy 4 EZ by INVILTRATOR FoT fechnkel mabdrrp, MYNltllerh Rrar"a"oru a coatama aersite, call h nik*toT SyaWni at eeQBag.]]59. EZflow by INFILTRATOR 0 SkV� Pipe u,WV.(+Q 1201VGE0 Ntl; µ' OEO IM!La .CEO IW'IIGFJ 1401FGE0 MtIUT GEO IU' 2'. 13' aM 14' -a te. Mnv)ks iiYWH aEG NDr 4CKnb'GEI EO y's,„n„ IlWI WEG I$Y.1`FCEG 1 H OZO l0 H GEO I:M 3HPGEO 1303tl6E0 l X2H-CEO 1202E-GEO 140611-5E0 1402 GEO veM l spb 160V-GEO IOJ90-GEO 1g)ay.GEO I WMV-OEO 12 -GEO 12(13v-CEO M4V-GE0 1203V-GCO 14WVGE0 TrW*uler Sy t 1 Oa3T GE0 1401T.GEO 209T-CEO 1303T-CEO >'w'i•=�110 w � _..,,, ,..,. �. _.. �_...�.11L., _,,,..:......., INFILTRATOR •e .Y..n.lI md•r.c u_vw Oms, ,cTI M _ ... _. ...e _.� .5........._..mi.na��,„ :, l .. ..._._, ....>... ""^�_•-:.. rrw.wzflowlD.com ' .. ,. www.Inill[IetarSYBtams.Cam Far techmcel asslsMncD, Mft UY IMrualbro or W94mer MlVice. call Infiltrator Systems at 609.666.1769. n. momeOXINTP SEPTIC TANK MAIM'RNANCE AGRBBFffilT AM OWXIl9tSHIP QIRTIPICATION FORM Gwaexe.fQ L,AAyus PwrMY h AKAu[!C- Property Adlhes �( s"wo lis rvbm� mlXh.l Xa. flea • u.e Deem Air ...em.modl cuyrswe gwa FA" l,,T Parcel ldenEfimmNumdX OZLrosy-w-OD6 LRr-AL OPBCFiX'I le Rnputy l.aenmun 4" Y[._AE %.Soo - ,TAR R W. Tone of KIAMeX/.W/If_ suldiwman Plea Ala Cbaeea Seney Idap0 `FSS38� va0a��py,X . we ty D=J X I 013 Z�'3 (Ibfuv 30a])Vo10< 9 �Y qg X A"/`y som nm�t; TFa w�iemprm.Ay.pe. cvervw�MAeemNANCK AAD OWNOI �mmalfl5ofpumpmR nNJm yvwwptl[ry[mm mWJmWiln it[yrtnmue fbomb3sBeeba gape 4e ryYm LO,$[6Nefi.enoe olEn ¢y4lnkewry m:¢yev orwrcr.6nm6�{M.3[�Xp�e�py Avpr6e up[ mk [[. uvmua, vMem Ne wumgrym 4m�e O,��IYse ,a�edtititln [¢ma:nm „ 9ves in ntp w �mn.rm. n-ei o.�. e..wh 3.�,¢ey uanwre. lM empely onne:,xr...z 11[u tm&C,mu)Min Me geicme1v 't[m[tiLeem br YremXWb o me amesm,ylw,r i�nlmer, wn:.mf el� m e b� nmme.mJrbeM(Dbem.:e In toll dyoul eymm �s in ompuwm.na vxGnon..4m Ill [M mgvnun.J yrv,yin8(�rnovfx bstfOemku I�Wn ortl Wae. Vec ve whrsipnm n[re,ultlu:2o[[rtp,mmm W[pwm welvn rte ynwe arye M[ryry ry wpq[ mdv4nfimq nCrev v¢, ny tln pp,mm[ yluy Iyf®eny eemru Wle lMpmmep lNwtlfmiv.n, Smeafpl¢n ¢ .6utiouemoB tPn[rynemnu lm,vmptinM mu[IMmmp1 1Mm�edblb 3[Ge¢ corn eh.mre a m[.,.e �em¢w minwior 30 oa M+ar X¢ mn%mv.11a.o,mumroi. m,mxm.o uses Mmrnv hoVlWn. v.e.m.. e. nwrf.larlb PmPmya.ertmee[mag M.;me or. m¢,mnmw¢mma u xegumallxoe trl3a. rya f6dnems )7 9 ATM OP APPL(Si DATE ^Aw mbmaee M1b is nmmmm a b Y mwy wmt tm, u enlM me el[wnee zwv cwe "[ o'Owmb an u eo0�er bri Mm64o,es 0(1v rxnv¢tlo¢alMroeueldvMl^ro'f (2R'. Wlil sa,.,m;P AI D:7c SOIL EVALUATION REPORT 1 4 S t- e¢oeQan®wpro�Y ST CROIXPer anwMx Pay ID 032-1056-b-000 a mim, Me/mr,aMba0manEEalnnnm ma0 Please print all Mbrmetlnrl W Ome mro. �.e.nraeub w.�eaw�w�vn.�._.• i5itiltinn Pmpe Ctwmw Pro"LoCam El El WAYNE&GT WARNKE CM&tm--SWIM NS IA 20T 23 au 18 CONVENRONALA'411U) DEZFLOW A A \'pT. i O fi""B. ❑ &ng El Pa G/umlanly mw 9758 ft 0anMlolimYrg ygP, s90 In ee Ismail MMcn MW/ F MEonCvvpn pu Si CmL GIw Seuawre G/$tsn n® BwxNa/ goom 1 G-20 IOYR2/2 1 3pmebk mvG 2Hm 2 20.27 IOYRI/3 MCI 2Lmebk mfi Ivf-m3 2)-36 IOYR3I6 - el Itms6k R IF[4 3 IOYRM6 - Odl JOA0.6 it Hormonal .L n MY . Mori ❑Mp El Pit Gmundwidawm 9]00 a, MMmaaW bs >93 M. W Pd HpOm pWy YunWl !U! Pala Gmublln Gu4 Cw4 Cdn TMea 66mLe G�Sz 8x CmuY/M BY¢tlml Xttb GDdIP •Qlpt 1 0.19 IOYPJl$ - I 31mnbzDk III 2Hs 06 0.8 2 1g8B IOYRS/3 Mcl 2f EI mh IHm OA 0.6 3 IBIS IOY0.1/fi al llmubk 0] 4 36-93 IOYR4/6 NH 0.] z.8 HOA oY •Davila-BCO>ID.LO J9 xtl T55aD].IW^B' 'EAlu MA3. BLO530n9=atll�. WnVL UbFNerre(Pb®PM1tp 5" gnik"i MARYJO HOPPERTMoWMh So/I Tam¢&Du�m0 n $2g82 AtlOm A ppk Elm nLOMFyI TeM1p6ga Nmya E8497KmgAMuls Cmrt,Dmbmy Wl 54830 052.2020 ]ISi241))5 Pnrom Orvner wAPNKE. wryue@WNv rry,,4lox 022-1056-40-000 PAY, Of a a mx� e ❑eaMx Q• alr 9683 Diann wit li rxbr >95 6W Ilrmanf Oint. In Wnirwint Murrell Ptlw Mmplm 0, Si. CON Cdx Te.En SbrLae Or Sz 56Efltl1 CmeYhno CPNM RM3 1 0-M IOYRH2 1 3f-m sbk mvG 06 OB 2 20.28 IOM/3 sic] 2f-mabk mG 06 06 3 2" IOYP3/6 sl If-msbk mfi JMW-f 09 0]q 4 95 10YRN6 Ong If0] Ib �R I •EMw[Yf =BCO�a30yiq nryLWT9Ganp <150 myL 'EflYwmC=BCOr<p�y�aipl55�3]ngM1 Pit Plot Plan P4p 3ofy PROPERTY OWNER: WAYNES CA7Nj U.%AWKC 1.a 40 FE Imotwene rorml 5ITW F K CK S POVmyl4va 1+�RFs f w s-��s� OLz-M56-4�/ 2H4 'rN 6> North .50'Alwe fR�+�D� z"o 0& w/ AO •� pv[ <wCJ- 9 Atlurm~/fO.M Y F W 3 d Site location: R R s..j �v A M I Determining Lowest allowable system Elevation Boringpl Ground Elevation 9I58ft Limning Factor = 90lnoNs Limiting Factor = ] 50 feet (Inches converted to feet) Ground Hey 975g fi-LF(h) ]50 90 Limiting Factor elevation barrel Factor EL 90 Cg a 3fi= 93.Og Lowest system elevation at this Wring BOmg p2 Ground ElevMlon it Lambing Fedor = 931Mbes Limning Factor= n5 Met (lnNesmnverted total Ground Flev 9] fl-61fi1 ) )5 89 25 Limlong Factor elevation Gmmng fad" EL g9.23•3ft= 9i.i9 Lowest system elevation at this Wring Boring p3 Ground Elevation %.83h IlmhtlnB Faetp = 95 inches LimilingBMar= ] 92 feet lines wnvMed to feet) Ground Elev 1 9683 it -LF(it) )9E = 88.9I Limiting FMw elevation Limiting Factor El 8991 a3ft= 91.91 Lowest system elevation at thls Wring Lowest Alowable System Member between all 3 barml- F 93.08 h Designers Proposed System Elevation = 93 IS IF Imust be higher than Lowest allowable) Ground sil F Proposed system loading rate at depth Maximum loading rate of 3 Wrings= DP lowest of