Loading...
HomeMy WebLinkAbout026-1290-19-000Sorry au ewweq Di.n1,mm xw PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) n'emasywwua lint I 5 N OXmp bum St. CFO(% ammww luxe Paul Ferton G.y uuT wyq TOWNOF RICHMOND Perot 026-1290-19-000 euu.. E+p wEr.- /ao.8 -3 semv. ro..wNew22. zzaon6.lan TANK INFORMATION ELEVATION DATA NFE MANIIF NRER RI,y(t7o STATION NI FS ELEV. Septic / Fi i.SYYBlllh"*3.z l0 8 7. 3.D lo1.(D Bleeprot 1o. Hoblpg sdNlm., TANK SETBACK INFORMATION Lm5^, suwoumi _ TANK TO P W LL B-W I VI 1,A, r,,b Rg00 DtOat St z3' N 33' alikuts. s sa z H9' So' 'Mm I.l IOZ 3 .uand.Ove, N« ,—� IoZ.3 xwdrN Em spxm ol.PUMPISIPHON INFORMATION W IVMEm' °O Fual Anne.core, L .ed �1n SIB1ol.0MWelNumbe. 13.0 � 94 I fiend F1 S spemTIA5 fy1},("NrISO 'l-7 may Lool, l,NZ, e ner,Na SOIL ABSORPTION SYSTEM B. LDS, 2 >a owl Inn m BYSiEIT, BI LAKHBi nu ITINI-swx IGtNmp SYSTEM 27 1 ot in' How spot v,i BOIL COVER IPmmre Spume Ong, IN Moved O. Y.o.we apleme onry y✓y P e,"""_ • Over rt,e dm « a I Z l /Z a LJ u^ IA No COMMENTS: peawe code ol,no eu« penom preemt mc) me«moerol to &dO meperno. xz k r (III -ND /vi el e ., 1d50ins/Dhlinn.. I I All ON DowlHS0 ,)MM immix ,wh-54'I, U^I1 -L;6edi DM rogu/Ij ZQO doo SNlall. io-A PIMNKbd,- 1 a«.. >yz lb«L� 2a0 Ball ��V�,� oraddmotI /0 2 7p l�'cr�3G5 xe meme m«�l� ON,x.em cor, m sDDm,eIA«,I j-ivW.t li:Pool CAN- 7.o24- IiZ } � . }j^ ! 1 201 W W.Y.ymn4:1 716} ask Rn-em MG) wasoI w wn7-, � (p2� S ip jIiN 15 Ml 1 13 --S�uilary-Pecm't Application s®i� _ e-� ..r,�w.� �.mpro IaI na.� emv p��m.,msu m.ao 'IlA hle�muW wbf¢wYm—PIv.PaaAll .w.,�.N�i .gyp 0 ta'120-19-Wo a mm 94L1� �e a TM .'�� m A�ZA 1� W m1m�r) p W Tyq Np¢mR 1Ce¢4o.ly o¢MiullneA Campltle lweB E.ppltyble) ❑..a-`:i.- or,�,nl,l+mzr..,w�.�mr e❑...�R..®n..�.,,�1w+..) Is....pm.. IVT vR,1u: Cti.YI Ym ru1mM1,¢Y6xutien v O1. cac zoo �L V T.otltlo Cpq'wpm 92 y¢vmwyin Z� va sme itr fir— 6-%S( Al l z_ a� � e Ism, a As m ❑ ¢ `&a, v//zso � ❑�,bo,,, a c.mlm.. or App....lm®.m. ro. 3).dt1 m+4i�w $i.=C mPpnaim2 EM OWNCR ilc bnk, Tueni filkreoE 5 � � usl oe eea�re2L,im� or ps'.a.�e'�esnam olan oro.a.a cmmo... 6Y I 2A _ " ' �-" : pei xpm�Wkime a'mr.xnBi S-jSsc�` s6a�.,I,yi i1 .ILM ST u.�.i- ete, MU�1.«11)11,- �#luv4ip� uuf5, ^mm Mm'T System PLOT PLAN PROJECT Paul Femora ADDRESS NOOC] Port Puthur Rd Ledv2mM At 5064E SE 1/e SE 114a 22 /T 30 KID Is W TO" Richmond county IT CROIK SYSTEM ELEVATION 101 0' 615/20 < DAM BEDROOM CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIM 12M galforns LIFT TANS SUE ROSE TANK STER 765 HMG TANK SIZE LOAD RATE 1 0 ADSORPTION ASKA 600 / a OT Iyml nOOB peN u1BBNCHMARK V.R.P. Topaww.v non A85GME ELEVATION I "Ron Lfeynle Filer ❑wREHou O WELL .K.R.P ERmdn EMNfOglk Property LIIM Area 15' below system is to III WONR salbachs B 1 Jl 6% 310pe GOP r. 12B1h St 431' Property Line 100, R' 100 5' B-3 Grading Is ro ba done to divan run-on away from system Well O to most all WONR selBecaE D ao• BD' PropeM � I I LIGppY System PLOT PLAN PROIKR Paul Fenn ADDRESS N4M] Pan Amur RE leMssim Wi Seattle SE Ila SE IYS 22 IT SO MIR 18 W TOWN RFanpM COUNTY ST.CRW SYSTEM ELEVATION 1014 DAIEB/SRO BFAROOM e CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XIX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK Sera 785 /HOLDING TANK SUR LOAD RATE 1.0 ARSORPTION A BOO 4 at [Lamben none W BENCHMARK V R-P. T OCP f au"y sonn ASSUME ELEVATION 194_ Rher Wool HIM ❑MOUND" 'O WELL •H.R.P, eblOe9�rICBmark Property Line Area 15HIM SySNHI Is to meet all Wnlm selEecke 4% Slope HNkutl Corl Tank 100 4' 12Bth 5t Pro 4 OeUrwm Grading is no be 0.Yy Houses to divan ninon way Dom system 491` Pmpeny Line Well Is to meet all WONR setbacks Scale = 1/4" = 10' ✓ 0 40' 80' wo", 2 O tl Mound System Cross Section and Plan View Dimmslon FM ? �I W i 1 i i A � B 7 � D i F I G a H l x _______'v W •� II L z }- K L � % i'3 -Topsail =ASTM 633 =Clan aggregue -4m sub. 40 Pvc ''� a Cap Materiel sand fill i to 2 % in, dm C observation pipe GENERAL INSTALLATION: The mound are is staked out alcsig the design conmw Existing vegeation is mowed aid raked off me site The mound bond west (L x W) is plowed with a moldbowd or claxl plow Plowing may not protect if the sod is we enough at the plow depN to form a'L own xd xnm whm a sample is rolled be aran the palms of the bands. ASTM C-33 quality sand ss pdsced immedinrely after plowing. Sand is plated wam a tacked mxlane kccpmg 12 or more inches of sad node We trwka in I, pled overhead by a baiMote. Special cot most be Mail whim Placing sad of lean "am om foot thickaev to mmmwu empacuon of da plowd surfau ARcr the ropmil cap, to placed, the enure moved is sanded and matched to promme vegeetw ®owih. limit aovon sal Peter from "among Tbs observation pipes arc Blond in Ne lower 6 ineon ssod secwM in pie wan relive or a close Omge M071® Page J of 7 Pressure Lateral Layout Two Laterals — End Manifold � nnvaed Cleenom LeWal room up phis Ma ifom ~t`-- Long Four Mem / Sweep Blind Presaum Syxtem Cona rust on IemrW tort conesuctM of Schedule 40 PVC ppe. Onfices am dnlle i perprndicular to the pipe wilt to sharp drill bit and face down Islam hum-upe wri nnelc with a l m uRfI chnnout plug and art encimed N a 6-8 inch dhbbhn<r hewn sprmldar valve bon accessible from finiahcd grWe 6.81nch lawn Sprudder Vdve Box Page 1 ofL 03/O51® .. .. :..d. I *� 111 ,. M.. 1�,d[r7IL�L�� �I wm J t-- vw] tr DYammt OMe •bw M.r wrovrc4 A w _ wsy B HM C — Bamr D ? FY r u GENERAL INSTALLATION: > eq.Wdate m4AW(iVu Eetlded em beak flBdrb rWivy oa mawt mars v^A'u emw'J al. mmmim.. tn.umme w oftuyu meameC?Y be cua.depl h 9tPaintearg!ou d is Of ccouen a epa..dln®edebewmeHaatlro loaWLLbvlce(PWbtl:) balled. PiPio{ 6 m° Wn and outlA is of aPPovd mutarW. ao®ec:d m toe wk aVh wpw br diiafittlop, r k bld m mbb sail m Peven: ssaliuc or agynp_ Thc fame mW b tlavW ^'� 4� �' b wC m Mdpa � unk �qb. vipNEG l00 evd Canm 163Y. auvYka aM Ae ebweuvalW ..�LLmuyha. Ebcareli��wl' 005u Pie i of41— Pump Specifications 290 Series 3/4 hp Submersible Effluent Pu 2014004aA m. O i r i 1� SKTON A POWTS OWNER'S MANUAL 6 MANAGEMENT PLAN ,,_ FnE w _ _ _ _ I __ pants 3eLV<Tw4 CapaMY NN PM11Y/ Septic I wk ManukCNw kye DESIGN PaMYE1918 EIMwe FMU Mawr Sac aFN NumAadBMmam ONA Eunnt FMa Model OIU NurbrW Wmrdkl UNb Pump Teak Ce(a* m yMOYy yylyggTO) (/Q Pump Tank ManulAC4vc HA paagnnaN tyWIEMMmMd.1sJ O PUPIp ManRKttmr oNA SW Applwtln Pats Pump "in Z8n am rnnwneEMUYMOIaAb Menlnb We' Pretreatment Undl Fats, Oil& Greear(FGG) ao nryt OPeer Rater amr unH Annual OWeli Bkdlemkel Olggen CaiuM (BJOr) silt aryl GIYSNe Ian ❑Odmr. TWISUSIN GSm]I (TS61 stW Man MWrx PMaeME Fttwent puatiy lbnlM/eaga' DE $) Bb emk Oryyen Dance< (Ecaj AD aryl DI" l9nNb1 vN�9"unded fpeeauy) Told SuslwMV MSEs(FSEU 90nG1 0a9Me Foal Co%aml9eaneNcnen st0'ddtO]M 0Dn o OeMr� acymattra..suelMwawmtaw µWound ERiuent PaMM Sue I(k[nEMiels Vda,' trewam�aemaw. �Seral Event Service inadequacy Imgq WnRtlmaMn4:t aleYtoiv awry OmonN rceI (MWmmlyn.) Pump W unions of tank(s) Mien mTMnei saxNe en volm egws o-cNleJlKl dtanksWme Ineped EbpiW wale) aleeNmv awry OmonN r(s) (Me m M.) I]emeMuntWW aMutaw awry 0Manna r(s) InapeN pup, pwrap convols If alarm aWrtctte every GmnW s) ONA FhW MUM and pmssura test At awry Gmmtlts s1 MA Cape-aleW Cnm awry GmmMa oyeercn NA a rats awe awry OltmMa Gli! NA MaMFN MINSTRUCTIONS ItmF�na aaws ada niapersal aJa eAal be made W an kaknial uttyYNwm dce moowhq Ivamw Or wlMNkna. Muler Floats M+aM %oats reuEMe] Svwa. POWIS lrepectpr. FONTS ManmMeC S yp0 td.Tnkmncclma muvOO,ra eNwal lof aa]Imdpgte noj bkle'ind 0crocskg u'bckm naRMte, tlenb ue,t , trlti w kaki maa, Ty, an,,val Muma ocf, gr J n c,apM S,vm and di crock M anytrack,va apetlkgd0lnuenlmmn 9ewnn wh TMC¢permluweta�s�aa n� as�TM lvvpngdeMuenlnm tlren gnu, anuo, plpeS aM to rl krors+/Wn9�goe pw cuir VVImNemmry va,tearanirg suddecoradmaneMmaulrcntlm Immolatero Ial(no Oneor yore local apuM tank ylurb.M Wlwtfide wmonea em�muaWn BrsluOge aM swm In any anx e9uals nam�m lK) ornwe d Ue tank unluma. Nat N 1LLeosntMb pr Ne tank Snell Ee mma� Ey a SBptpO SeMGiq Olx2twand nisp05ed of in emxeanw vets N Nat118, WIwneln MminSeetrve Code TNeauHii9umonpaFMrs.g at Mwf12Mor sPOWTSmmPsnb, 10,. memmmponedu Gaart;aM any ANniand,O tmmMnrreet'+ovdadgnmay, nIna eeeu Maanmofcb/awnofaaduati IYWJTSMfflut . A aervYM ropan alvu an vmaeeat toms lo®I rpulalcyaModywmin tpe.wornmpleeon or any wlau went START UP ANO OPERATION Fn done, ic4an. Clmund merVMTS NeG evenlm+t bnWq rtt Na puu, a PautE Pefdu or d.Mr OwYal mat may Indicate in, 4eaemm l>mnea indoor u reau me dlePaeel®te) If lye ¢wcv"e\mbm am detetled have me ¢,navy Of lne deal mmme0 to a "Peale annake"p opveM1c new to use Fym_d_. m pWli9 >p+.rei.hmM tlei eiMAN D OOPERI,ibWbr UM dNe PO'MS Twk vb'nem unWq llb p..mm �,���mryp dM Ta IMx mniuSm. P� w Inp[d. MM Gmunwn P mMµy; orirmr poor b wewrtal ulll.). tl GkN ow�mnMM,tl bml l,Mlw.e h' ll Mocc smNmmw.lr WCm.III say, mlrIwIrmo, bW mMnWm M.Nm mtln.P M. a +�Ma ,ARA ,d(0) m.Y m.mn o" `3 mnIO) W1Nn Pm`M I. To III .P.Mtl 1nmot, Ome ow'bM'!q oa mnlb.rE,ml bMalllnMmmup � �b.rvN Mb CY cmta Wmaem.M!'s MIAM rY rnm+aGMe9.N.i.aMN OWM,Pbb MKgP btl! MAnb M snMn • PIunW er POW ti Meimaiw'v e.uX n nenYf w.rtM'E MIMn WFvWFwk _ MnnlEMa plmh dM.ao111KM.. EMNNw tlMnIMC1. Ilp ml bNe pr PMII MNWeNM or tl Bmm.oA.G.o� W 15okmwo MWedol mo AMo UyMPOVIFB' r,.dcYm o, ellmm.uonm WIdbMpMnrms, Menlo Anq MF MoUp PMbniremmsl4sGM. d. AdnMQ PmMNO ,moorIv, vb mali'mM bM: mW.m. tldlxoinue: MrOkkM, mml .nape•. GbbM/Y: Y[ buMtlMl6.M C✓+ol "1 n m +NM M Fw'os E mrto%.: un'+Y 110.11 mtmm: M+brw.tMM GMe ABAMOCMMeNT PamyMrpI.IMMIMN rMm Im wak,019 II "an m uaen to lre a MM EM M'+nl•Pw.M W en Me PI biu"or b m"m Uly Cnrm0all.NRumw Mm'.nMM'w Comm. aM Belay Manor M n mnWw+ May • All pl{Inp totenk.eM PIb NMIm JWmnWM.rd MJeMVIey WPa oPWn6�MBM.bbb OPM'M - r+uov. enOWM.Ii!^,el^aVtlNpmre'nY oleWmE We .pMa. Meo n1R�..Y. • m'reM�N�. Mp:Y.W m.vvMep Mrenv,m wPtir mr.n v9 tll. ntl.PM. • Pemml , m,yvrmxr eo:M rvbnal COMIMOENCY PIAN • Ne kIOmM i�mm Iw. L.en. n I M bk.n. b VmN.. atl. mnYIM If Ile PONIB MI eM "I b nP mPl xnunleYemn. M�yn O n mpNmmenl ame Ne men VI SfO MY m FNNNd br III. NMIMt ol. ^p�^II Otto WIDI at�al�~�ye ,pplyAG ire rm I,m,m oN eM n'oa'+m.Wb+I.,M �FMI moIWWAM ngMMwN.rt.M11 r..uYNtll. m.4 rs.di Mu W .vsl.cW'a..!W.n. VtlaN. nNtlJrlrllemNm 9ebaATME.YMMm Inl.l mIiN.N"RM b eM eI N.I �Ime W AmANI. B.nW aMna In WNfBMMNYp. ❑ A wNAk mq.amMM1 wa. rv+•ve uu. o'x m xth w'mao' ICMne 1.mmay re n;,I ...lur mon's nP.alr•I.rr ✓GNiS Wn.PoMr.a.m.Yw..MNR —tr, ,I, n., nm "Iwvvmt,,I K Imnnn a W W. MPWKI qe. Now I p.n,.mw m Imeb..munN mvl.mmml tl... II w,eq.mmMMw a.•.t'Nb.nmoNR w RIMm eMMN.M WIM W Nw PMwrs. YLI .W�I19� N'.AwWm.N^'e lrW mrm'vneN bNM+NbMq nmm.Id MdmMlMm. nMb.iM 444 .y.bm. mwlmNM MM ei. nW ba.O MaINM,M. .wMNING" °^MBM pp MFA •EMUTIC MER1eEPIICxREM M1MPOfl TO EPREWM TANKUMiMAIIYgMANmiA 'O VMAYN T'NOLUEO PERSON FROM THE INTERIOR OF A TANK MAY BE ryPFICOLi ORIMPOITBLE. 10OIIIMALCtl1YlNF8 _ __ �.�. .. it .. .... � .. �rm�1111D�vAR�11lE�l�il�R�l� ©IFDTR•iT�10mFl4.TIR. dJl,L�1R�R7RJ i�E!57Ri�Af�3�lIDAl�e!!��T�IiO���Lf�fR� cc --yam QB����QQQmm OB����ooO o eu.a. _zm.ya.une.xe m.o< e...n•wo,sa.,�.�++®ya.x m. o.o•N.m�x.�c w m., nv..u�4 r��.v'•mi :�uv�� a �d u �zea ui a m an.zxem •••�••• Soil Test Plot Plan Project Name EnvlmnmeMel Roldings LLP Shen ird Address 70619th $t Hudson WI 54018 O n26900 Lot 19 Subdivision LuMy'e NOM Date V1M4 S 1@ SE 1/4S 22 T 30 N/R18 W Township RlMMM ❑Seeing O Well PL Property Line County ST. CROIX ,BMm VRP baume EleMlon/OBR Topot Surveylron System Elevation 101 4' •NRPSam we nWh M Alternate Benchmark TOP of Ill" MK ® 10113' B.M. *IMLB.M.A Re« ncee wit lee My Runksulu0bla oendeaimd 4ASloee Wdd]nglo egn.SW wtwudunelo B-2 tom, B I amsfy mmng 995' rtevimnease enh rynem nem1 loroon bcfortexuvedng. 5' IN.S' Mr I'mpetry Scale is 1" = 40' une undess otherwise noted Jun 05200516e 02 SEPIic TANK MAWnW MAGRMp ,�/ °WNexs'�cBx�rmsanauaoaM OwnrBuya l.( /ram MLImBAdovwa]^i rYV LL7 T +2 Prwmr neam,SJ LLo7—li�-rx CM1yISYK_ 4/,�L pmai Maufi uuam NuYyK 16(:ev Propmly Wchpm SE k, S i,22, T=1LNRf�' W, l'owoo c. smmScD.�m fir... J. GWha s.mf MWPu 9 1 Ldb �% d 9 _,vwwm Pasea Wammh D:tlp_ /OQOOp r/ �_�Vahmm Pogeii sGv[Av[n >e[ ® m 9Vcre.l rxtM.Jem,0mY irrek K VM?MpI'Dl n _b.^W a ofT'mPe9 w�Ne evppc. euNw[YmmwutleuJ,ua R �tuefiJsebhevtlW papa Ov+MmveeceBen�hv gxnmio(Ue egy[mokueMmeM[m6emW we,b d�byehcmYy Pumpm. µymyuurylipq +vPmubnnlcro-.yvcffiyY6Cwm,93.sy:)amm goemtx.si G.rc CeuKygaggYpy� P`�m¢^ cwa me nv.®roev+r.n.w, ®n�ms.`C.n�yVm p'ffi f�R Da�*'mm,a..�mcmim{�W.y�'wh ka nw�l �]sipa[ea� mnR`w csm®[amivm eebo (Zlw mp,nuvmio •�•hh'Au[p!<w..em •'Dime Ia e..<nap, um ¢pw .� m fw4.ew mmti^rmmw�mey��•r6wcwbmnuw.mceheppgp�1eew...e, mrvoa [va.mnN u. °m°er\uRmeermuMSOW iu m�m�..y„emmz. e.. mmWeae.,arwomM �..... s,.m mv�.,s ..m�amss: G,mu .m.me! omPay �rta�.b...,��vtic..e mwe rm.,c s.. a m, traao-rram e....<y: he wu.w.•m(,)o ae pn.e m:mramswe.romx omu r Nmberofbntlnmms�_ JIVNAnJRE VY AVP ucaRrysi •••norms®m..a�enemewo-�.eemer DAIS .macmv amm,.�m,. p� cnetW brae n1v®q limmeDPMaM ... �°eR�^u myp�mwne r¢gyy"amerrYPevElom YYAeg¢bryD.µ (giuml[uyyol O.cuermtlmrveYCW 1r ^T,Mv LeJ @eV wVD Io k m c o _ REAR ELEVATION F — LEFT ELEVATION RIGHT ELEVATION FRONT ELEVATION GENERAL NOTW I F 3 I WALL BRACING DATA � P PORTAL MR ING DETAIL 111. � o vol ml uzl ucl uul eml g •, �1JIj ROOF PLAN I W �ryr�� ^^^ LUNDY'S NORTH — a m i P I- Y al iil w� Giid y� M. IIpI��e�N r _ �I JAN 0 3 2FW n. a+ou w,',T, S IL EVALUATION REPORT Pte. a 3 em.uw��rwaoM•a�P®ml�ew�e Trz.+T.a�.•i. Pr. Y4rA bl ml eni]b.Twwlaeiu®wise®ow.M1RM1.3vimM P ss PMM1e etl inbimelbn. P.o.. n+�w.i.... ownll•n PaW LP azv- a -oy� (U.w.,. / b 0 Pbowgo,,,. Pbo.,e,� 1 saaT-3b MP/ 6(4. PFPIY Wnds MiMp S' BbSO Nne a Fly w L5y cM ❑w Mwewt•�fai �.P.M.,,».�.,a�w,. �,.,.M.ea.l„e,..� a —�9 ❑P�.t— P..nmstn_6�i<ir �t(t/ad.N rmePaMw.m,x.pnme A./.� n S f a rrY � . be ❑ pli I �PM GouMwla Wr.1 M1 Mob YMYgW�M BW P8 W� GWP M. hniry Mwe Pala Rvypi W 4 Caq eN.< 94u-M f+ Si S Gun1ro 9r+YwY M1wY 'E 4NY o�i i6��al CrIVIA �6 ( ''o z e < ❑-^z ab y 9a � XPit bbn Rtd• D>tM. Rm Rvyv� Ou 5[ Cot ctb aem. 6 h A Weew 8>�Y Pe6 6Pbf 'EIMI mm IVi0 ��S •4 G / r •�' .6 •FAwt I��fPJl�nymbPt sGlR>L<T]0 'EIWwi R.BCO SD�Y abi892NIM Bi Nnt6\�' B'o PIumGng. cSfMb Inc Shaun BiN 22690B _ n2 757 t 00B 192nO Nve, New Hnn1 M, W15001] w—/_� ]15-2a8-0518 ■�®rs�os��r�en��� ©r�rtr�om�rr�w�m��m ' ETynl 01• Y., w 1 m m "Tww.150myh 'FIhMQ-1 .emm N m s m m the Oepwnm� mw,,l, m Arrn , m,kpinl ¢rviveryon@r mtlemploye.l 31 nxE mirYIXeW vFpr rervlW ar naE mertNl in m elxm¢ bimat pleue eontltt the Eem�^m� p 608366]I51 tt lTY bW�lYB)1) Soil Test Plot Plan project Name Environmental Holdings LLP Sha srd Address 7061 sm StJz Hudson Wi 54016 C M #226900 Lot 19 Subdivision Lundy's North Date 2/1041 S 1/2 BE 1/4S 22 T 30 N/p16 W Township Richmond r�ing Q Well PL Property Line County S7 CROI% C BMbr VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 101.4' *NRpSameas Benchmark Alternate Benchmark Top of 112" Pipe @ MY M. a/AItB.M.A 429' Please time: sot] test may nor be suitable for ownersdesired 4%Slope building location, Soil test was done to B-2 B-1 satisfy zoning %5' R4 IN, egui , please ensystem fy system location beforeexcaveting 35' v 1005, 253' Pmpery Scale is 1" = 40' LmC unless otherwise noted