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HomeMy WebLinkAbout032-2183-03-000 (2)GENERAL INFORMATION PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT) PUMPISIPHONINFORMATWN YAP `IAU- .Nnere� 4 i y G:rdid O ? 47 srx_ Ti . 41#' rorc.m.H �a�e'70' ol.z.,4 SOIL ABSORPTION SYSTEM Ali Examoms3 .Ya . T 2 Si x. x WEIBACKUPS"Me sreTEMTo • rnnm0 Pn 1 ��/o^� � vhu /� �N<ErsTPeeM UNIT •��- $. I Ideeli LL. F�OLJ SYSTEM Vx'M•I WI.4tl9 MYO�.t/� , Premium smNNe, PNH COMMENTS e, MEPsAYR btlbn: 3GBSnST—yVIZ M � EdON i kry Yf �HLk I)ac.Nsorpt (wtrV'ira c ,oF} a.• H.EsI- c.•J. ..momdmdr-7P l—SYS�Gh e�-yi01Q /✓41 w3e �iieMenf: se othw,i. for additional �,� �m Uen Sn0lx ma>, M3 Zo Z jfSo,34¢< yvi PNx a N&6ngfc.l ar A,I, 1 11, 301 VM,o,,xn nF .VOh.]1g2 a NOVA 9 $OPO �.Rn,m mro+ in sr em.ra..mx®e. it 2'ppli l ovm.W AdwVox liirrs.q� nonlinear, m, 'w. nnm.n..reeaa�u.�..ume o-"°�v-mis�w•amv� m+mm+�smnrm ZD Pi araf ( � 5: i ,mZ carr ell�b a"� Ss,.,. r1x R E w nryr.Pawyc.. taa.0 r. a Bakke Lyons ❑�> MM - o.a-omkr. - osn/ p4 Trye pe.¢rtlx4 Rely me�lueAGil WeBMypIna roranya =xr®®5. 'Cv ra P.p®m1 Oorwaa.. �+yN+tlW OTIN rv. rmwrs _ ❑wm.ra ocs.wo.r+m.®. i..i o.�.�eR,.r�,wu. kilik, Warfarebw..umw+eim o.�v.,aar S. S IN..44a pia Gil � y 63J . 2z6 7rr- o�r�a �-k1,q opt 3Z vm aui r. o.im lfs s. w ��a o pa- rVO-s OWNER f . Macon, �,y ��1 e tic tank enmm efilter an P S ,5 Vital pal I be n I rip ! VIVO ymvbN� OM4 N+� }�5r;bko ill, ra%n 4 '�.CII INI) .k$ oS�.o "°Q .,L� p^,Q�4.+.K i.4y S�C d' Para ar.no�! a 5,4�- P1a / PROJECT Scott Gostwcn H WI 5CO25 NN/ IJ4 MV 114S 23 a 31 9/R 19 W TOWN SOTBRBt COUNTY ST CRUDE SYSTEM ELEVATION 95.8o3563' below greds 11116/20 BEDROOM 3 DATE CONVENTIONAL CONVENTIONAL LIFT '%%HOLDING TANK MOUND SRPIIC TANK SIZE 1DOG gallOne LIFT TANK SUE DO)B TANK 812E HOLDING TANK SIZE LOAD mm .5 ABSORPTION AREA 900 p of EZ-FIOWS18 111, BENCHMARK V ED TOP O1 BIO(AdCol WX ASSUME ELEVATION 100' Filter LlfeDme Fiter ❑BOREHOLE DWELL -H.R.P. samentenchMark BM^ Scale = 1/4" = 10' r^� 90 4 B-2 GG�r d 3% 2-3' x oYcells w)th>3' spacing 62nd St Cover Page Shaun Bird Brttl Plumbing Inc 1432 120th St New Richmond Wi 54017 715-246-4516 Date 5/2020 Owner Scott Gostovich Location: NW1/4 NW 1/4 S 23 T31 N,R 19W 209262nd St Somerset Manuals Used In -ground absorbtion system version 20) Page# 1 Cover Page 2. Plot Plan 3 Chamber Gros c on 46 Main nti enc PI IV 7 Filter Cross B Sig he lure License n r #226900 12e�ZSL�on 5.4-e- Plo , Sod Test and System PLOT PLAN PRIUECT 9cntl(DIAN IT ADDRESS ROA MUM Tree tBM$omemel Ahi 50025 MEN IH W VaS 23 IT 31 N/R 19 W TOWN SomemM COUNTY ST CRDO( SYSTEM ELEVATION 95Tons 5 Tbelow none 11115120 BEDROOM 3 DAIS CONVENTIONAL CONVENTIONAL LOT :CKX HOLDING TANK MOUND SEPTIC TANK SIZE 100E gallons LIFT TANK SIZE MOST. TANK SIZE HOLDING TANK SIZE LOAD RATE: 5 ABSORPTION AREA 900 0 of EZ-Flovel kk RTNA 11MARK VA Top of Electrical box ASSUME FI.EVATION 100' Filter IAfeD111E Fit= ❑ RllµliDOLE, D WE:1.1. •H R P. Sameaebenchm81R B M Scale = 1/4" = 10' a0' 3% B-2 2-3' A 9 VIsells with >T spacing Pm 3 HutrbOm Bousc pmnage Frseobe stakul' All piping shall he ASTM SDR 30/3a, within 10' of tank, piping shall be ASTM F891 62nd St Cross Section of a Two Cell EZ Flow In -Ground Dispersal Component fl l_ 3rOarelm + y Ft tz' min CA M1 - Treatment and Dispersal Area Design Flaw />_i • Loading Rate �; = Requael dispersal area 977S? Sq Ft Reqused dispersal area Y�V 1 50 (EISA) _ / � (number of units) Geotedrle hbnc to meet Comm 9e.30(e)(p) Ws Adm Cale Minimum of R' of cwsr over tap of cell Tvm observaboN t pipes to be prwrded per cell Not to lisle Celt Ml p! aria System EMatlan 9�Ft✓ System EleMran7s Ft Final Grade 901 i Ft FIrW Grade �� Ft Fuml Grace Observation Pipe Geotedle Fabric system Elfwapen Septic -Dose Tank Cross Section And Pump Performance Specifications JIWW7 W A Flba Mmufaclmv PJta ModelNunba t ! t + 40 Casa -a IH°'^^ prvjeeCed) mum Pane Petfimmma aequBW _.J GPM ® O•SFt rnH Odle MWwle Min. 4" Above GtWa Wlth Locking Devoe. Inln Me ole < E'Belllm Giwla�SealW War ght FBI Iniol fiMe DepN of Cova _`L Ft Outla Fills � TWO Basin Purriln M. nr mm v Model Numb !! h2 0 Alum Mmufx9ua C 5 Akml Madel NM Swmh Type e Taal Dy kHad CID -Fm Eleonam Had Disc Pressum Network Lass Puce Main Loss •S— fowl Smwely MowtW WesMm-pmnf� Imcnm Box Vem Mom li" AboveG e WSW VmtC p Ojfglen.mm C K Ft 5 a% Mmhole Min C"Abovet� '� _ With tacking Device .'"'11 O Means, Me OWtt Wools xole Bottom Elevation M o Ft GFNBnea rsln I nolili The x d,[oss tmk is IM{dW and leek Unit in eaordma with the mmwcmtm's Pool= approval 5p 15Gtiam. Mini depM of bmy m spm W by tlm msnufecoow may not beamWW wn an 0inlemio etis ofRmvem exryeW ro®ede have me took ve locklmlgM (pW. soni vid on noise sesoi a Nevmu outlet mmof approvedtnRriel, mnna4d totherook 0PVC inbodge and Ieitlmemblesoil mpive is W of 9111g Thefmmmaii is sl Iiio NEffi 3W 4o PVC in 6.28Aonis C. meavedw mtl the slave is emlW wmmgh� Elemigl swvim romplies wbh NEC30p and Comm 163g WAC. olN5 u Page — of lUbep"tyPumpsI 50 ,�,w,PEa.150 no 12 10 , M Ph WI47 mif uwrY mifu 11 no..RK, w Sckfi.u® W, nrss n.w R. '� T=00a0-37c) ?VALUATION REPoRT c x n s. wx aar coe. PI fib w f •a Imam. ©��rsmn/evr�araca�un.�nm��rwr.� OB����QOO m t■�RAI£3'R�F�II!�1JI�717mR'.�JQ:�iI� ©1�'liJliflL�/ls��.4�1►.fI1911 R��IIC� ��iiFi•������� CST &(m mRIM). _ •VCST Nub , Batl Plumbing, Inc Shaun Bid zzsBW iaaz izah St, Now Rlcnmona, wI Sao -Z J GIs-zasASls Pw.yw�. P.M or pp _a_ error ❑ m"° _ 1_= ' -_ —��QL� •pf4vP m.e ,.w= m mx.w]se .w. Imm¢a •pmwn•ea4<m�gt.n]se:w�µ MOepwlw ofCwm�eumeymfo plury�erviapaWECWemploye�M.3151 M�nleu 2u Hee wriwar ox! wmil in m.l�muk (dmy pluu mv.�l Ne @P.w�^�.16LWI65�3151 wTIV m3-160.811] POINTS OWNER'S MANUAL& MANAGEMENT PLAN Ppe_a_ Spf[TSMC=v oat sagkTW ManuM=no, ; PAIF. Fun MenJsaurer Otw oeu EMwnt=RSP / ONA gplpTW cala.tey raw are Pup Tank Manulriunr Rp o sanwnw.:=ther owe Fmn o Mxnan;glneMnn ow,41I o GaaMrnw ooear Whirr o In Ground taeeeuahadl o Moony ,m MMM.1w errM s.yM. Fe.appM an.P.d ard'aandMnul Atd d,nI Ireeakawpr>yenal Mm _ Jwre'iw,drey.wp. on mnunuatwia:=1 am eo.n.Qule m.ew MMmwknu am o-inp sced d"W""Ii wMa) —.._Audraw of even T°el°) IlYdnun l Marna) 0Wl �lwn euwaone, Ny�� anderaftefid OMe yla—lW a� 'npaa ondrPude mnyaea.lum wxa spay_ l" pNnlej uA a.nr+.�yMe�.ar urt�«.r o� e) rare x,r _ NmtdrMm why 0Maybeje�_ MA 0 MAINTEMNIOE maTRULTIOIb n4arL m. N MFa.M auonael ull. YWI M meye Ey an IndAwl omrnE ore a M bb/.MN ypnw u mlybWm. Maybe, Plunmr Mean un I a,wher suer nOWrs maPeGu' aM!"S Patentor SrpI Swwap OWalbr Tank hydroplane n. d portable a Waalmepeplw M the unkMlm Nampaaer miasma w oator t archa,a, iteMlh em•aor or uMu.m Me himM I wmb,nW SI and any a dmb k m for any back up o, IyNo of ofluuin on he around nearby Th, deparnws ; mule) shall be auuaq InspaW to tlreG the MI yrale It are asemWin byte and to cm'x to, any W ronv of alMenl m do arwrtl wrhw They pending or emueM nn and nmatl Surtaw ,ey IMlaia a MI under yard Meadow Pa narnJeb mower of are lool 1pumory "Amory FMan thocomarcy eccumulauon ul eluaaa any arum in anvinnk equalsonfu;lal'a o,mpe of N. Tenn aaum.,iM enWa wnMM dl Ron " I M handout by a tiaplapa Sarv4ap Operate and proposed A an temper MN rlspb MR 112, wotp an pymneveWe Cade Ni tiger wMwn, mtlumne nul nm landed to the hawane of eftam nikrat mnyeader or preaeurtM 0.erMMMe. peb nt unN, and any sunny at 6,01 ul .12 rhorthe shall n, nenmmed by a wneed FOWrs healmenn i Mnv; proud %W he banned Id the aavl ",1811 a ldreal ran 1: days of w,tpMlun a any stem ewM. Py._d_, START UP Am OPEMTWN Ftw �Mlm, aHw m M dM Po 0oaa uuNwa hMla) lar toDlrma apVYlnH T• mntliu dal tl�ie pMW iwriwtl W••Y.faawWq^ MwmislaPatl al(•). Hrieb mlO.YWiNw Sytivn aM W Nel Mode Mm aai vnSkw w M1avn tl!e NYNewabG•. JUNq V^wr w41� PnV bria mry 91 awe rnnW Hidxtle� 6wb. `AHr� Va.P' 4 �eslwM Na muY.i.Ms MI Le m. �wwe b e. dyNw aNe) n wc'xsa eme, .'..�I.amiV ne caMq xm Ira' m� bna eamv w..oe. a.a�.w atler.. Pena aw mwa Hnlbm PbNIS Manlarcr m atltl b m/.tlVY R•TVN as W O mm Y b r•b. vmm knows 10I411 W mw dlt. obMeeww PoM wNm. ww tlam wp aevw,tl we.. mna aN. ar Pom mw.wmMofae atl.bmmmpct ms ne.eamin 16 feetew.m WPo awry nmuM wApaY ull ebuptlm uw. gattkAks. bw MJWoods.ntlab•. aHn lcap"GOO l 4 fiwn tla we m saffals wwnwaeWwImwP, abwMMloa4wmmwim aGMY PdwgN2 bY•ofM IYRCost`Cost(mRc) v md " vpdedS plainw: PRISAM s bawloadwmmdktum: Pdn" mWFSe. ptlknV unry neaYra:lenpw: and wpmedamy bOa AS WNNENT ~to PO SAYe mr aRmmww*bkan a.Y ofrrvUe tlb Mbrnrq WPL SNtl be lakm m Ww HW to Netmk Popelly am eala/ dnrcMee m wmFLarc , MT bapb Cmon wm, Nhcnay. mmuibetlro C W N • Nl ppry mbNs eM Fit YUYMe'mmilatlsl eM MCWnemeO pY,e opeipeWff. 1ti mnww. a.o tatty dt arse bemm ea wp vmPtlNU'NpW dtY • EaP>le Eew+aN MaL. Ab Pemeq. a tat elm Ntr eM De ®.ata arc i.�ww w yr m+. rmo..a em ew.ap sew lua em W, • dww w.�erm.e Ma n.wtL wertnlanecr Pu�x n m. Povrtq tr we anew a �b tlM mkw.aa ��w Iw. �, w wm a twlr. m watlee a mae mnaw+ ieWonwaagtR: wFyemMe w Is bm mLWI nl rtIl Es dWaE bl Ne bmEm a e mPl�mwa oY sawgMn rytlmi Tn. wpts„wH ww •bmm ba wdWN awn eweewiu .c maww+lm .m.naae M e. ktlepe wm a waullsl NOL'b awn otlkp sN pa[mW Waw. M IIMeN rNt. Palua m Pd•=aM nMwnwewwM nW m CI• �tlsl Marwtidem bwWWmmmtdMawMYYa waonmtam FupbeMwaaWmn mutl emWY'tlmw MHm •Htl tlNtltlma. 0 A NWe �yNonNnl wm Y rol awttN ew m rIEaG aMbr W YmbEone Bmkp a'M� In PGMS bMMo.V a Ntlanp tM mry M Yu1WEasa lap �ewrtm nao N• tlltl PGATB o m•pw lr Mbwi•vtlutlMmWmtlly.eaww Mdaemm�em. uPonttwatlM PoW18aMWWmpakm mib pRmw] b kmm a •�eabb �e(IMmaa wa IIm w.JvwLLv®t MYeasa ltlglq tNtmq W IWIMv e W titb Tp'aztle WN POMS O Mutl W p9maa me kaMNbm ayewna mry es imsmu•e h qsa Mw.1ry tncval a tlx tbmtl tl W YM4aIM •wsu. gamuv..am.nwN sywmaweMYx�m ne mwmww wrwtre «W . F EE RNFNIOOTHERTRFATIORTANIRT COMMALETNALOABAFH NI qJR WBURIUENT0%YOEl1.UEMOT ENfFAASmiIC,WYP OR OTHER TREATYEIi TAMKYMORAMI'gRGUYSTAk Eb. CFATM YAT REOULi. R®CUE OFA PEgeLW FAdI TPF INTENOq OF A TANK YAY BE gfTIL11LTM II1W919LE 2 0 1 4 Q 0 4 a t, N w y� SECTION A -A i eW O.% 6T CROIX COONT}' SI YI'IC TANK MAATCNANCB eLNFPMI'NJ ANO I IWNFRSIRP CFRTIRCAT14 N I ORM owlemlllm _S :r `_8ccrie__�e�✓leap - — _ MmbnS AIW�_ $Oi. yLum'T¢CZ _LarvE_ _.�nyon<fr WI_.S✓o11 PmpMy A41RIz; 2092- 42,6`6 -. ,So..,✓2J2f Ail 1"YJ L> _ (Vm{iC.Ooo I'maut l Irmo PlnnwnPx a^nm41 ,TIII i l t luonx ..moon m 1 ` r n (]ty/SIu1eP,•'r¢5 c> =✓r I'elcel lauubfiuebbn Nmul.e1 032 -.2/gJ-03-OOa LECAI RLc/'uy ION - Wwany l.«wm NW I:./ia/ y., su _iL. r.)1 NR 19 W. lrr.n „I 5=WC4u-/ subm.-Ino11-(,..✓s_fsl6rs nrsr,Aw_no✓ CmMlfetl suety map ry __. V,hum. I-ugel' III Reee x_. �031yv .voltum, ,Pa1;, I, L..IIII nle..nl...l.l p ..., SYSTEM MANTEN NCEM'1 l NER CERT6]'Ajj I,gr,q,ve me mtl wrpp rmllr .,rrm Wr.... rinrtllew If .rvw����m mpwWrr<nn.r.,am II,.1 reymphrLum ue gnrGN rn Il xmm. �p � •u vurmm mye m rhLL' ne MPrwa mlr,.LL u'mm rwoomu. IllvxlmtWpuat ba , Yranmprinlrm>: T Pll"ty wrc,'I""n..1.1..'W%InI.L.k, W Plllw ael, IF, ll.w„•.,...a.,wr,.aaar 1..11. utl FY.n+.rer N`w..FnL lOuemnrw pl.v�e„aMON pimmarr. JewwJ wn.v rnJymH wgyrbrv.. ..mw mm.wwrrnn n.w m.wa...we.nnw,x,lzl.krr,..w.n,m.M P..IIm.wbla,e.,.,YPn11 leu'aanrlll loll nrrlrulyv v � Irel rrrm r, I bl It I`MMOI� .til1.10111. 1.np eIm,; Ilk Y ail". Ym, m lwl� Mid III'(„I' IIIIkln l.M rer.rrel XeII It I. <m WymN wr Wn lu Ave al llm Wrte Pn.andwI i'r, Ir.nu,l6warpA rc+IMIl,u tll lumnmu nn'LU Fret xn vur. to Y M W rn'aa Y... YJv,� Vwa.oln, rhv n Pn'nnu'n OVnWmc nh,. IY'IorrnbM b,IM.It,"'mY l lCmbJ ul µCFum a' IlmYl)ryru Irls Numb/er �� rNA12()F AI'YLICANI(S) PAII. Nry 04t nua one ,,6...... I mmW wp.ervF 14 lhn rm W, Pnnrl EeinP nrvn4erl bvrhr PLm..v,¢b .anrn, mrrc.n IrcLJe w..p an. yphu4nn. rtunEutwunnry M.1 hnm Y.e NeHIIta. It Ila.lr ollwe.nla COPY ^I IF, whhrvlsmp' uxP a •• .elmv,n v nIlk n III wn.ulY Jm1 (MV savil tTM� �i a i �''<a `� O� � j a ,� —_ 1 ---.a2,.. 1 fy u .1 O� ____. _.. .,1 .. ® � .. q ,Y,;.a �� � �,., _ _�v� � J� e :! �� _ 16586 1 (Nda3b i 1_ 1217A6-NO SCALE RT OF LOT_3 L DE MBED—IN 207] P0. 239 ~ M6 6'22'E 415A4' 130, B28 s9tt. i y`5 ` �d IJ0,685 sq.f Jew a sJeW acres Id LBO � 9MO MI�'frtT W D Y � 130, seeft. �'e... 3 00 acres � CBO=93440'. elf 440'lq' �mN"j54BW f. pe 4' 4 130,812 sq ft.. J.00 acres LBO = 93440' iT 7 � p nr to 130,688 sq. ft. 3 00 acres m i LBO = 9J5J0 M01/Q �01 a^ F Fp..z SCC ArcGIS Web Map 9/29/2020 542 23 PM 1 1,129 ®OrevaOeFaumenl LMeM Vn'M PeM1 Geireral Comnm Ebmnl Fba]XauN Prt¢f 0 0. O01 PaMC XIXV a'b' W Or.t Pa,d OZWEA 0 001 002 00N km LM LmYelf E l SbtlaalIDR CO EGE mma vcw sc ®. W+�aattcw.rtwtttw OCT IS 2020 s cm,coomv I \ i a N y (D ~1 g rn I. -/- — ! SETBACK 1 / / S01054'13"W 26665' 62ND STREET :j iq�ll' i2U1 WMsA 2020 nah Wa707 %aT]1672 N®b . . SEv -� s 63o3/S Sanitazy Prs®i�Application .�"""'o,r:m°, I.Wa®.a'smoslmem.m u..,mm.� �— ar<wm°art „"rs.rrma mmmm`mp mrokas�d emw.m.m tema�rmwa.w 2092. Via a-air3 ,Mrs per"°" 3.3 S/ 6 pNB. IWYNW�I.ppryl flaprya 3 "IPA" a oaea ❑rp,, m-o,..lwam CSMN ❑.el.mm_. share rye."r n Ice... e.peo.e ♦ c"mplm lme engw A o v.,l.m®,e o aM ,emm �az��,mw { e rem"rm... oe r.m Wr es.+v.wm ce •Oµu� —Vm Tara , ,mu,wm Ggaen — afR1u1� V.q 4a p.lwmwe. titimt CmpFx.WVI CaW SW MIw �Dmml.m W umnY.ue Rnp.f (11O 5 rsaw,ra trara ,mw�l —u..m. Pj9 2Z 6 l tG•G ST Carrara.AWw u....yrplmpp.sy 1I a STEMOWNER3)tWSAP_L' sbb GS n�... Llme'rS k w penpmuentM b,xntl deperaCall mull par epn1wei p imamemea °�a'OF^68ee c+�°ie..d-� i Ply as per manageWmpmn pro"�aoa gpm.,oer of ate• tas per eppeeeeie t� P= ! ft b� — o,./a�.P+co PROJECT Sven Gostovich System PLOT PLAN ADDRESS 804 Plum Tree Lane SOmerBet Wi 54025 NW 114 MN 114E 23 IT 31 SHE 18 WTOWN Someone COUNTY ST CROIX SYSTEM ELEVATION 930192.8l 5' below creme 9I6I20 g CONVENTIONAL XXK DATE BI'DROOM CONVENrIONAI LOT HOLDING TANK MOUND_ SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANS 512E LOAD KATE ) ABSORPTION AREA 676 M Of cbembera33 I, BENCHMARK V OUT Top of T pipe R. ASSUME ELEVATION 100' FIIIBT IA(Mlma FilterFilter ❑BOREgOLE O WELL rH. P. Salre aq benchmark >6' of Cover Scale = 1/4" = 10' 3 3' a ki'i cils worn >3'Imiue WE/\\``.lA11211w1 11 B-9 ID%glAB- nn [ To be>IlloW1from buddingdroomJ.B� ouse 9E' ll of piping shall be ASTM SDR M36, wBhm capiping shall be ASTM F891 ! of Area of end caps System Elevation \I 6Pnd It Drainage Easement slaked by surveyor Cross Section of Quick 4 Standard Leaching Chamber Typical cross section for 2 of 3 cells RECEIVED Spacing 5' Quick 4 Standard OCT 152020 Leaching Chamber with 20.0 112 of Area per V. oasis coutm coo Chamber 5 6f A2 pair of end plates To be >1' above grade / Finish grade elevatlon Typical lnstallabon \ �( 9B, Gratle y Vent 0/34 Sepal Tank 4 3-3' X 46' System Mevebon Observation tubeNent To be located on end of Cells �Da System elevations C A_93 0' B_92.8' C 92.5' System PLOT PLAN PROJECT Stoll Grstomcn ADDRESS 804 Plum Tree lane Somerset W154o25 NW 114 NA' 1/4s 23 /T 31 N/R 19 W TOWN SOmer52t COUNTY ST CROIX SYSTEM ELEVATION 930/9285below grade 9/6120 tlppROVM 3 DATE CONVENTIONAL XX\ CONVENTIONAL LIFT HOLDING TANK MOUND _ SEPTIC TANK SIZE 1000 gallon LIFT TANK SIZFI DOSE TANK SIZE DING TANK SIZE LOAD KATE ] ARSORPI'FUN AREA 651 p of chambers 32 \� BENCHMARK V R P TOP m 2tjape ASSLME ELEVATION4W' Filter fulellme Filter \0 I90"HOLE O WELL _ � same as Cenchmark BM.sa�270' 26' Procenv Line 10%Slope events a 2' S3" = 10' 2ells with pacing pro Bedroom 98• House aI1wrch200 of Ares y✓1 5 6fM2lpmr of end caps �s 4' Ong 12.. Dade 34" at System Elevation All piping shall be ASTM SEE 30/34, within 10' of teak, piping shall be ASFM F891 62nd St Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Spacing 5' Quick 4 Standard Leaching Chamber With 20 0 ft2 of Area per Chamber To be >1' above grade 5.W2 pan of end plates 9 Finish grade elevation / Typical Installation 0 980' AlGrade Qvem — Septic Tank System Elevation (trade at System Elevation 66' Cells end observation tubeNent / 16 chambers System elevations A_93.0' e 92 2' 1213 bsmmptwn.eawa,.w SOIL EVALUATION REPORT Pqe I of 3 w.:mas+kq.weuunye in "llnance.nn Cmm efl we um Cone Tanwere Miami wmpbb as wm m papas ffImron A'/., 11 mad b our. Pm mas CwmY SA Care imaena but adiheel m w4S aM nonmma mlmmre WWW) increased PnairOd _Tj—03-CLZ owmamn.e..aeamw,mm, rom.nn. Pb.wP.n,.ubbawapn. - ~Cw n.pvelx�uaisal,Iw1 w m�RECEIVED I ad QP 9i,mM1c,,,, Grand P,owfaw, Urµytp MYtpB 23 T 31 art19 W Ro{aly Pme(a MkXp M3em W. Bb1[P Hupl NunercCHA1 ]12 RN sense, BUXe 300 N �)J 3 1 0"%&M FIMMNbn Clry Ster, 21p Cods PMe NumM 0 CRy ®Wg ] Town N®eb RwJ Sanv®I wl SIBIS RLry(7JyyT a 3,.me.M Mc SL jfl N..twaen 0 Mamlkwee,xu,ereMmw 3 a.Xm,deeVib,m 450 lV0 �3elYerel �Pwera.a,en.ael-awde.: OUMmn _ Xooa MpMmwn.B4NktMas etl,mmrirvnmu Preeb POWOb Hpbm dm�Hn be Hlnie h)91M.nom+a,NanW5op MWO]pgNyRmtlnp. (NpN OareNI Bt ]0' (hw tren A) 8050' Sbwb 1tlA. i�m.ce JBrab9 MR uaeesma b.. 96 a1 n pmmm rerancrm 100-f ai 79,i Ferran I Npl, CweeOCIN awa.�. Cw.amr, Bnmd9 fain .ertri 1 am l4r34 none b Of aex mm mM Qry Il if ] ] is 2 10 Iss" b or 4w pv is 3 3BW 1gT68 0 2ntt mM pv B 10 a :Ap3 ]SyiJB b �iWc ONTV— coal pv ] — ] 1.5 1B 5 63-1[O 1g5R a mA.O, 4 Iw,..,. Marano 'EHnw.n-Bop�s.mmPv.e TaH>x.,�igh •Fw.r R-eopiwaeid Ts3.JOnev CBT Nmw(FImfPTp 9eeWn ��33�� // CST rvumM 227420 PW�o Tan 9nnmlY in pYe flanelkn WWrvW ieMpbmrvum4e saraea xee ansoa ]ls2wawl P��v+Mawer cmm cmoem® In, v.owioX__.... Nw 2 0 3 ©n,�©omom ©mm ©��moo©©mom 14 Efts ®a ` +0reb I ww amab QVlp W. R Obl�b YrYplm'h 'EIINap Xi•BOOa90e�ny yp T55 a3J.lE0 �L •E1MhIR•BOOe �NmyLWT95 �mpM1 IMUep�wmlafCwmoewnenrqueloprym�nilY,crvapwlJwmlempbym Ifpu n%Lwlpena Wx[evmknw n¢dmmeW in n¢Imvl[ Nimm, nl�nmrumm�iM1eh'wmimr4608�3LW 1]I orllY 608-366dY1] AP* U!J Part of 3 Conducted by: Conducted for: Schmitt Soil & Site Evaluations Name: Grind Properties, LP Thomas J. Schmill, CST 227429 Address 712 Rivard St. Suite IN 1595 T2ud St. City, Stale, Zip Sonoran, W154025 New Richmond,W 54017 Phmc: 715.247 2941 n' Subd.Name: Gavin's Acres, F si . MW>fl Lot No. 3 14, N!✓U4, S 23. T 31 N, R 19 W Township of SomemN BM EL 100.0o' ;To a it a riOdG //iP ARamte BM EL JVJ, > /r �p ei d" W— 1V,4 Sbpe=1C—% ComourLa El. �V N _ P.aPad Qatld Thee sml«pxl wu done to eWable Im yan d No pmancna IckMakers were lOlIeIc,rywrm mIw not Was Net �a