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HomeMy WebLinkAbout1987-11-16 Septic System Design Report. i S-P TESTING, INC. 961 KATYDID LANE ST. MICHAEL. MN 66376 467-3666 mvEiHmMEiis NOV I 91987 j November 16/ 1987 John Laurent & Assoc. Lot 7# Block 2, French Creek OronOf Henn. Co.# NN« This system is designed for a Type 1, five bedroom home and in accordance with the Minnesota Pollution Control Agency standards WPC 40 and local ordinances• The soils on this site are typical of SCS soils mapped - AnB - Anoka loamy fine sand. The lot boundries have been changed since the original plot. The north property line has been moved to include test holes from lot 6, Block 2. A seasonally high water table was not present in these borings. Percolation rates were .9 min/inch for TH#1 & 1.8 min/inch for THi6. A standard treatment system may be installed. A pumping chandaer w;ill need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device# this is in case of a pump failure. (Mercury floats are. a good method). The supply line pipe must have back drainage to the pumping chamber. All neighboring- wells are located more than 100* away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before construction. With proper installation and maintenance# this system should have no problem in treating septic effluent effectively. It is recommended that the septic tanks be pumped every 2 years t I — Steven B. Schirmers SBS/ds Setfeedf^r—iertee T€U§ Si^ SjrsMi IMr* BBwSBSSSSiSBBiiP f* *.• / . !• t 23!«<lni ym ft»?» mtm .Locatios or fiojoct L-13 by R.SgVN;r.vrfr:. soto ClMOificotlon SyotOBi AA8BD t USIM^SCS____; Volf ltd Y t othor _ Aofiir uood (chock two) i Hoad J, or fOoor _; Fllfdit or Boekot othor Ooych, ia foot tf BoriaH aoahor_ _ Surfoco olovotioa I I 1 10 — _ _ o-<^- _ _ ftr1*^* CV \o«Nor>v &rocO<-N_____j'j-. fi4* VocvoA*^ ^COcAii'^ iN'^C ^Ok.%‘N«k,«, tO|'Tro^ctS of Voa.-v-> ^COiO»"V _______^x-9:___________ ftrouJ*'N VouctnA Bad of boriag oc m foot. SUadioB votor toblo: Froooat oc_ _ _ _foot of dopth« houro of tor boriag. Hot proooat la boriag holo- yf Hottlod ooil: Oboorood ot 1’^feat of dopch* Hot proooat ia boriag hoU Oopth, ia foot 0 Boring ttuabor Biirfoco oloootion 10 — C>>< ML s^-vQ" »> s___ \2>rocO*'\ Vocn<>»> _____ ______VO*’-» l«C>« 3>rovorN \><A« Nck^ ^('^ro^efS of Vot*..'v >. ^rO^^^C (V- % tV^N'N S_>tK. 4 Bad of boring ot B*Ia foot. Standing voter toblo: Frooont ot foot of dopth* houro of tor horing. Hot prooont in boring holo ■/ Hottlod ooil: Oboorvod ot foot of dopth. rHot prooont in boring holo 4 1 or Project SA c. (o :^\r^<; ^ L-13 .•oriags aadc by ^s.rs D,t« y CUasiflcatlM Syscra: AASNO_ _ _j USHA-SCS _ _ _; Unified j' ; oth«r AttMt UMd (chaek two) : Hand or Poiror_; Flight_ _. or Buckot / ; other 0«Fth, in foot , 0 Boring ninbor Surface elevation 1 — 4 — 3 — 4 — 5 — 4 — 7 — 8 — 9 — 10 — T0|^^0%\ Out' ^ C>wO<> *:aC***\(k^ V(Xkt\> &rc>uOr-\ ^Ckt'sdk.x c.V«fc*A \o<»r^ _____ L”- lA-____: ^ &rc»«j<N S«M>dLj^ &COoOr<N Vocw »\NiVNC<L.vk»'VN ih’-a’yv i^COtO*^ 'V\C<k»VJLtfVN "SOkcA Peaces or ^•i^\ ^Co»-Ors \VNcd>*vx<N-N S>Ck.<>vc|s^ OV.^c (o R-O A* VAc. ^Cowo.-x P\tNC_ SurN<^ - - - -L- _ I » Ind of boring at 9)1 a feet. Standing water table: Present at_ _ _ _feet ofi depth. houra after boring. Hot present In boring hole.' y Hottied eoil: Observed at _ _ _ fent of depth. Not present in boring hole. / Hopeh, in feet Boring nunber 4. Surface elevation 10 — lOi>'>Oi\ VjoCK \o<.« N 0-C:>--A OCo^»*N ClVolO^ \Cj».».\-.-s ». ■ ,C*. ,'n ckvracc^ ot ___ VoOiv^O^ ___ ___\'|a--:>V ^fovjo.-s c»nC s Su.^cL C ocC SiL ^.j\»vcV ______ ^>CocO.'x 1*A"-b'L’ feet.End of boring at Standing water table: Present at_ _ _ _feet of depth, hours after boring. lot present In boring hole ^ Mottled soil Observed at _ _ feet of depth. Hot present In boring hole / *1 ! mmm. r . '.V'L-14 fucauauM test iuia sheet »* r tf J" V.' 2 /•; TMt Ii9l« location (a .P^VocVl ^¥Hola nuibar \ Data taat liola waa praparad DiaMtar of hola* (a Soil data froB taat hola: Haptb, lacbM 0-<o'* d * i *(^- iM ■. ie>- . Dapth of hola bottoa. 30 lachaa. Soil taxtura q; TT -ji 3 - vSf<iQWt^•-V C\cCkX Vocv filC .'X Vcj J Ck^Nv vb-- iD" Hathed of acratchiaa aidanall JCrv^Cc. &rotAai->> f\Ncg>C Ve<»r»x Dapth of paa-aisad graval in bottoB of hola. Data and hour of initial vatar filling_ _ _ Dapth of initial watar filling, _ a inchaa. inchaa abova hola bottoa. Hatbod uaad to aaintain at laaat 12 inchaa of watar dapth in hola for at laaat 4 hoara ; rd rxcfAfA \c. rarcolatioo taat raadinga pada bp ^e< (data] during taat. atartigg at ‘iA\.Vv -p.U. *s\f on Maxiuuu watar dapth abova hola TiM i Tim Intarval, MiButaa Haaauraaant, inchaa Drop in watar laval, inchaa Parcolation rata, uinutaa par inch Eaaarka # Vi. Vi e ft £l U'.IO K S'lfe .ft fN\. <-V S^h '■li .n V »• Fareblation rata «. S\ ~ pinutaa par inch. 4 , I > • fl?c V oc1211 ^Vfl<rI I : ^3 i 3If 5 J V’ i* e?' °Ims^ipfl cjcj Cj u cj pill l£ o .-w.t.'? 8li> ffff f3S*F ?I 5ImI r<h Ifc4:ji'8 ^ 5Ii f4li \r 91=0,4 Cc <0 «* ^I*7 i!.-l !5 g*!<s-J UJI<n 8I § " I }\o 1iIC:a I I»3MsiIeI.C if Hi HliriG/«* S3li-Jr/ ^ I 91 %«% II V-2I •» S4 11iI•I* - S« l-i^r-*! i Ii i li! 1 'Mi \ 11 Sf• i i: 2 u2 * S I'Ififlll 13* i 11' M 11^11 1^5 a sHill I’siViaMI 8.a §I lG>! r-‘I*:a ? ~ ? j • ItI<zHIPJa i EI iIIIHI}M lia /IaIa«i/l'-.p!8 12 f I I s f 11 if■J j ^ 1 f;! ? j s iil *1|i iHvf! I2 at \Mr Ii JI i ti 1. is ill! ‘ I'5 si S* if'f'•iV V yu r- k I Ukt ^ s» s?? "Jt s I H I. V 'k 5 VJ .N u ^ ^ .51 '< I 5 ^ ‘hr^ < N ^ N Ii ♦ 81 l!^i ^4(1 ih i k w> tl«% i\-IIIICBI0>i d n■-:*■ It §*i \9\V k i »t7 \"sirt/a $\IIr.-I/w is. I«.<tc I id L I)4 /5(N I i r\$A I«jl-f fN <lr r N<« S '9 3 c 'f iO’ \i t <> ,>t : yr j. jt:} t-7.'J t a > h ji I.-I4 PBICOLATIOII TEST DATA SHEET TmC hols locatioQ U^RVocV^^ Holt nuBb#r Ua_ _ _ _ OAt« t«st holA «M prtpafd ^ O ::> • Dspth of holo bottoa. Inclioo. DlAMttr of holo* Cj Inclioi. Soil data froa toot holo: Dopth, inchoi _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _/> \U- iff Soil t«StUT« - j-—, VV-Kk-t \o *^*»^ A-Ovwt*'(*\>t cV.yV^NN ^ C‘«^A v^h^fCkttS Ov VC^’kN N Ntthod of •erotehlno oldowall Dopfch of poo-olMd grovol In boftoa of holt, Doeo and hour of Initial watar filling ____ Dapth of Initial uatar filling, ft_ _ _ Inchaa. u*. vick.k-x' Inchaa abova hola bottoa. Hathod uaad to aalntaln at laaat 12 Inchaa of vatar dapth In hola for at laaat CA hours rsrsV. Ace At* A farcolatlon taat raadlnga aada by <»?^ ov. , >?. /• / \..NVl til on starting at \i\\^ (data) during tast, (o "P-Naxlaua watar dapth abova hola Tlas Tina Intarval, Nlnutas Haapuraaant,inchas Drop In vatar laval, Inchas Parcolatlon rata, ninutaa par inch Ranarka # IV. B u.^q v;v.o^: 8 iali & \rL SU Parcolatlon rata •A.ft ninutaa par Inch. LocatiMi or Ffoj«iec 1 ^ M^c by SA.€iAyovft>^\rv\f %Nvc(S OftM CUooificatlMi SystOBS AA8H0____i VSOA-SCS____; thiifiod Y : ot!i«r _ nmmt II0«4 (cboek cifo)s uU or foiwr__; Flikht__• w Bucbot jij ocher » Ooftb. ia foot • 0 I — •2 — 3 — 4 — 5 — 6 — 7 — • — • — la — lorlM Buibor iyrfoco oloootlOA* V W#v^ _______________________^ __ >« SV^ \'m: WcUomo'«SV>. eVouN^ \ocus^ __ ._____L*4“-i*__To "^\oc><N> &rou>r\ fsNC ; o* y OhO«'^ <v^»JW«>r\ ^Cwr\ OV*4C| \o<x%n>«a C\,-\C Scxrvis^ ^ ________________________________ I lad of boriag at 81^ foot. Staadlag watar tabla: Praaaat at_ _ _ _faat of dapth. hoitra after boriag. got praaaat la boriag hole / Nettled aoil: Obaanfed at SViJL feat of depth. Not praaaat ia boriag hole » Depth, ia faat 0 Boriag a«adiar Surfaaa alaration __CJ*M ko '^ j ■ /• 10 — C^fc>(\i<> M •VO* C‘ ^ &COxja.-x eOcx.(SC.*^'-^*N<^ _________________________________ C>Vx>j C- ^CoxO.^ Vocxcsx*'^ I * •>C iOxr\Av _______.................................................. OVx^jC fcrow.irs Vocx»N>v^ — OV.uc '&foxA:>.^ Vouwxx.^^ i ..><L ______ lad of boring at 81;^ faat. Staadiag water tabla: Fraaaat at ___ faat of depth, houra after horing. Not praaaat ia boriag hole >/___ • Mottled aoilr Obaanrad at M"f». faat of depth. Not praaeat la boriag hole _ _ _. t ' loeatiM or frojnet ^ Ac:"^ j^Vodk ^ L-13 10^1000 by Boto »»-»‘o^o>'^*^ CtMiitflMtia* Syataa: AASW>____; USBfc-SCS____; DalfM / l o»h*r taiMr oMd <eb«ek Wo)i HMd _/., or Fowr__; fll|*t___, or laekot _£.; oehor Boptli. la foot . 0 Boriag nuibor 5 Stttfaeo olovotloo 1 — ^ — fefOwkirN Voo.t>x»J^ t^^^Aiu^.o^Scu^dL __ ___a'r-3'4r. . ----- ^ 7 — 8 9 — 10 — __________O-JsL— __ »N"NC »Uk. »\'\ ^CX.t"N<jk^ uOj^fO^Ct^ oQ Voctr-N tiC'C Vs S>rOtuO.-\ VoUcNNi^Sua-scL. ^ H* 40 - ctNtft^ViN^ - S*H 6 — 0)Co«jOr\ S>(XrscV-s^ \oCsj>^ ___ _Sm"0'_4“ __ ' f tJXULS* \tiyAft«sts^ — OV'.vC. 2><'Ow.J*'n •_____^Va'-Ma -_____ ■___ lad of boring at 8V^ footo Sconding ootor eoblot Prooonc ot_ _ _ _fogt of dopth. __ _ _ _ _hours: sftor boring. Mot prooonc in boring holt ^ _. » Hocclod ooilt Obotrvod oc M*«o* font of dopcb. Hot prooonc In boring holo Oopch* in ooc 0 Boring nuobor I Surfoco olovocion To (>so‘»V Oi-.f V- l?.rc.vv^.'^ ' .i.» A. \(v.., ^ ______________w'” _ ____ vifOsO. N \o<v,s ^ ____ ___, — \ OO*. »'^SN.V ____4M0 -_^ ^_____ CVpu^ J’b* ’ ^'io« Vp u<s > . . ““ (srsC \» os*-s-N g>ck.tfx<L 10 — ___Voters A 5 *“ V:^COwO,*> Tt'VC C^tOk.s'sX «'*\C^ H*-G’ . cS.Cof*.vOC ^■* • '1^ jJ-1^ oC>C Os*'-** V '.C ty*vS»*S'\ j4A.<^tV ______■?’;»•*_____ :pv;i<' -\i^ _ Vot* ------- Sto* Vot'.vo^t End of boring oc H7-i foot. Standing votor coblo: Prooonc at __ _ _foot of dopch» . hours oftor boring. Not prooonc in boring holo / Motclod soil Oboonrod oc .H foot of dopth. Not prooonc in boring holo ’ ^.. 1 > i- ItfM tf Ml tWtiM L.13 LocatiMi or fiojset .?vVqcVl CUMifintlMi tytmi AAno____; USIMk-!MC8____; IhiifM J' ; otter _ (cteek cifo)t loai Jm or Vovor _; fllkbt___t ot Biietet otter tertk. la foot • 0- 1 — •2 — 3 — 4 — 5 — • — 7 — • — • — 10 — lorlM nniter Sorfoco oloootioa 'TbPS6«\ OfiwrK \oe«jtv-\ ^__ _____O-H!___ ______ . 0^0«Ad<rN \oarv> \'H' ^ I'&rOwJVN i*M“- t*iA* VoC»»<VN 6c,‘OMd^N C*C<A»a.<(\-\^iKrv!L V 3!-i;3: Coacsc S<xr\c^ Kffia. OKkwC. ow^v w. oUa<e. ^yy S; \i»^ Voc><» I I M of boriof ot 8*/j. • foot. Stoodiog wotor tOblot Proooot ot ■ ■ _ foot of dopth* teuro of tor boriop. let proooot In boring telo yf Nottlod soil: Oboonod ot foot of doptb. Not proooot Jo boriop telo tepth, to foot 0 Boring nvoter Snrfoeo olovotlon 10 — ‘T’*3p^C^V 0<a( V. OCOW.'N •S^.NtWx \uc» \ N -N V>COwO .-N VoCw«^v^.^ J ^>ccK»a«\ Si*<\<Lv^‘. \ i- VoC-^^nO^ of owOi-N Voa.k'^> ___ ______S'»v*>SVa* _ / ______ OV»we 6rftU>«-\-SW)S’»8j*- Sig- cV^ vT. . &CO o 0^«.C *)*!>*» TtO'* C.\wt»^ \OCn\'N.- oV'tgC. SC'^nCV. y\o“‘ fi b! ^ End of boring ot sv foot. Standing vator tdbla: Brotont at_ _ _foot of doptb» _ _ _ _ _boiiro aftor boring. Not proiont in boring telo / Nottlod soil; Obaonrtd at HV." foot of doptb. Not prooont in boring bolo _ _ _. L-14 9 • * • 'PnflMATIflM TIST pm SHUT T—t liola loeatioa ^RVc^VL ^ Dst« f9t hoi* IMS nr—gad C^- 3^ • ^4 OiiMtar of holo, _ Holo OM^f___L tepth of holo bottoo. inchoo. O Soil data froa coot hoUt Dapth, Idchaa q»R'* Soil taxturo &fOM; *IS A c» ^C*v» \ . Nothod of acratchiat aidawtll J|^kOa£& A Inchaa.Dapch of paa-alsad praval ia hottoa of hola, Iteta aad hour of iaitial wacar filliag e>^ _ Dapeh of iaitial uatar fillias*_ _lA_ _ _iachaa abova hola hottea.* Hathod uaad to at***^*"> at laaat 12 iachaa of watar dapth la hola for at laaat av.-xas jwOi'N4 hour* Cv t «s/NAn^^.g- Parcolatioa taat raadiaga aada bp _ _ . ^_ «a~.o7^^ . \\c j<o. r . ^U.fi->v<«*I on 6^03aurtint at ft;Q^ • Naxiaua uatar dapth abova hola IdataS , • duriat taatg C:? iachaa. Tiaa Tiaa latarvalf Niautaa Maaauraaanc inchaa Drop in uatar laval, inchaa Parcolafcion ratOg nlnutaa par inch Raaarka « 8-os'4> iO-.lS U>:03 Jb 1 M L, Jilflla. V0:4i u 4^ M "i.k. Percolation rata ninutaa par inch. .•5¥7^ r» L-14 mnmATiow tmt nm $hiit tMt 1m1» ioftioa ■el*r DttM CMt tel* WM nwmmgmA DlaMtmr of holo^ U IucIim. 6eO:^,R*l Dopth of holo bottoo* iR lochooi toll toco froa coot liolo: Dtpch. iachoo toil costuro Q^f iC fef ftL.arv VnQ.1 tl ". \0“ IC/. \&* C^c k. iBii‘Q»j>3fv l &Cr\^r\ fv\rA.\>^tN~v =\^okt'vJL ^OL f\fL Nottod of icroccblii* oitonoll topfit poo-eicod grovol io boccoa of bolo» Doco aad hour of iolclol uocor filllnt __ Dopcb of iolclol uocor fllllogt iJL Incboi* *3>‘.QQp>ry\ lochoo obovo holo boccoo.4‘ Mcchod uood Co oolocolo oc loooc 12 lochoo of uocor dopch io holo for oc loooc 4 houro.OlaA Porcolocloo cooc roodloto oodo by on ocorclog oc ft:Q4» CLy, Mowloon uocor dopch obovo holo (doco) durios cooc, fa TIm TIm locorvol, MottCoo Hooourooooc, lochoo Drop lo uocor louol, lochoo Forcolocloo roco, olottCoo por loch tooorko # Rofe B;2fe 8 MB M’.aM (p iQ;iM lD*.o4 \o*.mM 4 0|.U u lOji Aon tl 0, : iv: Forcolocloo roco ■oloucoo por loch. » I.-U mCOiATlOH TI8T OlAlA SUIT /•* Itols Biflter 3VMt boU locatioa ^RVqcVl,^ tee* mt bote HIM wfwd Dtpeb of bolo bottoa. incboo. PlMttor of bolo, . U iacboo. Soil Sato froa toot bolo: Doptb, ioeboo Soil- toxturo VcjLvrv-v U* J6*B orv^A'tt^.NA Uurtv Nitbod of ocrotcbios oidowoll Doptb of poo^oixod stovol io bottoo of bolo, Ooto ood boor of ioitiol wotor filling Ooptb of initial notor filling. 6^» -A'-I 2.: O O >, .>N.T incboo obovo bolo bot ton. Hotbod uood to nointoin at loaot 12 incboo of wotor doptb in bolo for ot loast Porcolotion toot roodiago liodo by P. ^_d ^on C? -^3 -Si_atorting at , MoxiauB wotor doptb obovo bolo (data) during toot.Ld incboo. Ttai TiM Intorval, Ninuua incboo int.Drop in wotor lovol, incboo Porcolotion rata, nlnutoo par inch Eoaorko # h io;2? c, L U VL •» c:.R Porcolotion rota ninutoo par inch. mm L-14 rucoLmm tist nm sunt TmC hols locotiflo ^'Ae. _ _ _ Doto toot holo woo oroootod Dloottov of holo, 6 Holo ouobor Oopth of holo bottoo. inchoo, Soil 4oto froo toot holo: Dopth,Soil toxturo llV Pt/*Ot<L>.~N ^C>t'V^^xA kt:KA<S~ J Mithod of ocrotchint oldonoll inchoo.Dopth of poo-oiiod grovol in bottoo of holo. Onto ood hour of initiol votor filling Dopth of initiol uotor filling, Q inchoo obovo holo bottoo. 3 ' CGi>%/v> Htthod uood to oointoin ot looot 12 inchoo of uotor dopth in holo for ot looot d hour* A«.i forcolotion toot roodingo oodo by . S;li! Jv .-x ?. ritT i>. (l^^< 03-6i/ [doto) during toot, . (a otorting ot •S2LS on "P*o*Mori Oil uotor dopth obovo holo TiM TiM Xntorvol, Ninutoo It, inchoo Drop in uotor lovol, inchoo Porcolotion roto, •inutoo por inch Bonorko ftlOR fi; 3B r:3Q L \o:it= lO*.OG L 3'/ft {O'MLd L Jo. Q.O o.c» Forcolotion roto "i U. 4 ■inutoo por inch. L-14 WMMtXHArUM TEST MIA SHUT TiAt liola locAtloa t 1 ^PAqlVc ^Holtt nmhmr 5 OitA fcAAt holA MM prApATAd DiABAUr of holAt ' A Soil datA froB toot holo: Dopch* InchoA Q-«4” . ; -_ _ _ _ajJk:,-_ Dopch of holo hottoo. .^o InchM. % Soil toxturo SO%V |^<xC V V C • . Ck r>>sA '.a J NAtbod of AerAtehloA oldoiiAU -^rx.r«g. Dopch of poA-Alxod grovol io hoccoo of holt. Daco oBd hour of inlciol wotor flllliig Dopch of iaiciol BACor filling• _ _ _ J rsN iochoo obovo holo boccon. Nochod uAod Co BoiaCAin oc loooc 12 inehoo of nocor dopch in holo for oc loose 4 hours ri ^ A rS: Porcolocion cosc rosdings nsdo by S»^ ^ -J scorcing oc Cdoco) during cosc* ^ fir4f*L on^ oc.^ ?. ,1 U>f. Msxiuun uucor dopch idopch sbovo holo inchos. TiBi Tins Incorvol* Maucos Hso^onsne* inchos Drop la wscor lovol* inchos Porcolotion rocs* alttucos por inch lonsrks 0 8.Si iO-.O O 4.^ iOM Fsrcolocion roes •Biaucos por inch. t • ,* .y-' r- I * L-U /% A... • Hols nmb%T CdVMt tela loftiwi 3l ItoM tMC holm mo wToomtod (o-^ *8^ Otpth of holo bottoo, IiicIim. DioMCor of telo* (o Soil 4oto froB toot holo: l>t»th»Soil tosturo ■* 3 Nothod of ocfotebioo oldoiMU -VCc\\ge- O^th of poo-*oiiod ttovol in bottoa of bolo^ Doto ood boor of ioitlol wotor filling __ Oogtb of initial nator fillings ci inchoo. incboo abovo holo botton. Nttbod uood to —nt loaot 12 incboo of wotor depth in holo for ot looot 4 hoMro S.|jx^g»-x Porcolotion toot roodingo nodo by i^.v.Q.-Ucon atortini ot • Moxiaun wotor depth obovo holo—WMr— '•■• during toots <o TIm Xntorwols inchoo Drop in wotor lopols inchoo Porcolotion rotOs* ' ■inutoo por inch lonorka # S’AO ygy.Q^ Qy Mb . (£> :ii 8.tr» V/li- R5l Porcolotion roto ■3£i •inutoo por inch. f •• W 4r V‘ \/ ----------}-------MOUND FlU. 4'-or ll.•J >to Alc✓V r> ■ft CLEAN ROCK ,1^ v «5< \ is <,'^ ''y w H/'.ir-) \ » 1 4^^ *' ^I •* J'.t*: RS >-. 7“ X ” ?.: >•J S^a ✓X y Z-----3/4* TO 2 1/2* OIA.mM-tSi4 WI ✓✓i!yw✓ I. ✓ ✓ yy ^y 4 // yy\ 70 ALLOW FOR SETTLING GRASS COVER TO SA* OF SOIL COVER ABOVE ROCK 3"-4" LAYER OF UNCOMRACTEO HAY OR STRAW COVERED WITH RED ROSIN PAPER TRBIICH BOTTOM MUST BE LEVEL THROUGHOUT LENGTH 2* MINIMUM ROCK COVER ABOVE PIPE 6* MINIMUM ROCK DEPTH BELOW PIPE -------------------4* OIA. RIGID PERFORATED PLASTIC PIPE WITH ONE ROW OF HOLES ALONG BOTTOM WATER TABLE OR IMPERVIOUS LAYER SUCH AS CLAYPAN. T ROCK. ETC. / -J '■\M ‘ k r TRENCH CONSTRUCTION DETAILS A SJ. 1DROP BOX J 4** DIAMETER INSPECTION V WELL WITH CAP .EARTH BACKFILL AT i!i£”oo^STR*w^ANB AogvE TOP OF A layer of red rosin ^ ------PAPER4"t.*v lat least c* depth of cleanLEAST_____ ROCK%“ TO 2'/f" OIA. MAXIMUM LENGTH • IOC FEET • I •:k /■4 TW?i&ES notes: I. BOTTOM OF TRENCH MUST BE FLAT ALONG length. hi BACKFILL inspection-^x-well -i?. ROCK m £• ^TO 12" OF SOIL BACKFILLAi % IB"TO 36" 2. SLOPE ON DISTRIBUTION PIPE IS BETWEEN LEVEL AND 4 INCHES PER 100 FEET. RECOMMENDED SLOPE IS I TO 2 INCHES PER 100 FEET. 3. DISTRIBUTION PIPE CAN BE PERFORATED PLASTIC WITH INCH OR LARGER HOLES. ^ I?" MOVF LofAfeO^ALONS ThE^ 6^S^M *(){? ThI^P I PE. ^ ABOVE ONE^|OOT,^H;C1.LTURALO^.^^^^^^ AT LEAST 6" OF i ROCK BELOW 4. SCARIFY TRENCH BOTTOM AND SIDEWALLS—1 PIPE AS HIGH AS Rock will be placed in the trench in order to expose natural soil. REMOVE LOOSE SOIL BEFORE PLACING ROCK. S. WHERE TREES ARE PRESENT OR LIKELY TO BE PRESENT DURING THE LIFE OF THE SYSTEM. 12 INCHES OF ROCK MUST BE PLACED UNDER THE DISTRIBUTION PIPE. rhr iiu.(■ m ••ft$m S iOBCf ;i^n r USTMUpm »i \\\\\ \\ \ I I I II I I i tI 4* W«rCII-T«KT fWCt VYV- IM UJ CXTMI TnCNDCSf fF^il! J SCVMGC TREATMIE-HT ^STEM WITH DROP BOXES ou XCT ID ncMiC S HENCN Oil mewlout / suppur UNCt- sjppur u \ TO NEXTT 9.outlet td TRENCN inlet^.i.s^crar-w II I ll I II 4-:r-!-:v-*.:tt. Ioutlets ^ TO trench!I .^1 NOTES, ALL P#CS SHOULD BE AT LEAST 4-MCH OlAMETEII ELEURTION or inlet AND S4#»Wr LINE TO NEXT DROP OO* MJP •!„ adjusted up or OOfN W OESIRED ErriUENT LEVEL M TREMCM 1 SUGGESTED TREI^ tlOUip_ LEVEL IS r ABOVE TOP or outlet pipe 4. INVERT or inlet MUST BE AT ^XST ONE WCM NGHER THAN SUPPLY PIPE to NEXT DROP BOB TRENCHES MAY OUTLET ONE SlOE OR both sides or drop box -outlet to TRENCH DROP BOX C ( \ •• COVER SCCUNEO RRDCNT UMUTHORISD MTMINNOU' ItF I ‘vmw^sr 3S’ FROSTPROOFING THE DISCHARGE PIPE PLACE A ROCK ENVELOPE AROUND DISCHARGE PIPE. ROCK SHOULD WE % 10 2'/« ^ DIAMETER. WITH "wSiScSJgT NO SAND. COVER WITH A 2 ^ WYiwr INCH THICK SHEET OF EXPANDED POLYSTYRENE. WHEREVER POSSIBLE MAIN- niummiT TAIN A GRASS COVER 0^ . RRER TOP OF TRENCH AND ALLOW SNOW TO REMAIN IN PLACE. WHEN SNOW COVER IS LIGHT, ----------A 6 INCH HAY OR l(<irMnMiai MPIM IjT IBr'*'"” ST»*W LAYER ON GROUND OROR BOX *<iS!iag£?8.5.r^ .'iMH ■«<Il2* SOIL COVCR ’-2VIM NOCM FROM LAYER. W SOIL SOIL TREATMENT AREAS FOR TYPE I HOMES* ABOVE PIPE. backfill INCH riON PER RUE SHOULD NOT EXCEED DROP BOX f8^?88nE AMCmr OR 45 GALLONS PER MINUTE ' .DISCHARGE PUMPING OUTFUMr CARICmr 12700 GALLONS PER HOURI. PUMP DISCHARGE HEAD MUST BE ADEQUATE TO OVERCOME ELEVATION DIFFERENCE BETWEEN THE PUMP AND DISTRIBUTION BOX PLUS FRICTION LOSS IN DISCHARGE PIPE. LIQUID CAMOTIES OF VERTICAL CIRCULAR TANKS c TRENCHES oafissshsifsiisnwt. G 12 IB 24 .M.39 PIPE ROCK V-2'4* OIA.- r INSIDE DIAMETER OF TANK IN FEET GALLONS PER FOOT OF DEPTH 1.5 20 2.5 3.0 40 5.0 6.0 150 23.5 57.0 530 94.0 147.0 2150 fASTER . than QI* 0.1 TO 5 6 TO 15 16 TO 30 31 TO 45 46 TO 60 SLOWER . THAN W 125 190 250 300 330 125 ISO 250 300 330 100 150 200 240 265 B5 125 165 200 220 75 115 ISO IBO 200 TO DETERMINE THE LIQUID CAMCITY OF ANY TANK. FIRST DETERMINE THE SURFACE AREA OF THE LIQUID. MULTIPLY this value by 75 (GALLONS PER CUBIC FOOT) TO DETER­ MINE THE tank liquid CAfACiTY IN GALLONS PER FOOT OF depth. ■SC«MCE rum • ISO tfO PCK KONOOM •SfCCiAL OBICN SHOULD K USCO TO MIOMOC AOUOMTC trcatmcnt and msorption or crrmtNT RECOMMENDED AMOUNT OF EFFLUENT TO PUMP PER CYCLE IS 25 PERCENT OF DARJY SEWAGE FLOW. MINIMUM AMOUNT OF EFFLUENT TO PUMP PER CYaE IS 75 GALLONS. FOR EXAMPLE. A CIRCULAR TANK WITH AN INSIDE DIAMETER OF 4 FEET HAS 94 GALLONS OF LIQUID capacity per foot of depth. TO PUMP 200 GALLONS PER CYCLE, THE PUMP CONTROL SWITCHES WOULD NEED TO BE SET 2.1 (»«/•-) FEET APART.Univcnsitt or GNtCUL UnivCNSi Emtcnsion Agp PuMHNC Station I of I i •• METAL COVER — c:' |.:VA II *4^ ft t A V S,y /? I&.4r'- r';- CONCRETE MANHOLE RING METHODS OF SECURING MANHOLE COVER TO PREVENT 5 UNAUTHORIZED ENTRY % > ■»r m s PENOL/■ MARKS p t 1"PI u f £ iry^1^ ;• 3 OUTLETSCUMMLETgt .3E M.-i..!^nuTLET LEVEL-' t. ^ - - . • -mw ■ > T" "l It?*?.::*i* £ SCUM CLEAR SPACE v •>•:•; ^^5SLUDGErk •••: ....IM •*. 4i:,■>‘4‘.1: ' .V r aEAM OUT TANK WHEN - T Tf IS 3* OR LESS OR ? ^ "er IS 12' OR LESS L L DICTINGU^^S . ^ CAY^ FROM LIQUID 11 • . MEASURE SCUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK In I I I ’.i\ r*I .'yaajia S-P TESTING, INC. 9S1 KATYDID LANE ST. MICHAEL, MN 55376 497-3566 STEVE SMIRMERS cree-}(- PfzeuMiUA^Y plvt ^ ^vauumiou 7- UA-|trpMl<tfe sitfrppil ’»?£.D IPCtoMfUr ABgk /mmmm/mM/ x/ /v/v' Lo-r i. ua-r^i tot 5 torn v' V V / UOf £v” tot & x/x^ x/ x/ tot 7 >/ tor 6 / tot7 I5g^a„~ tct 1. V tot A V ✓ v' x^CvjCYT Si'WfxJvt. ^tHivlAirC x/v'x^flvxt tv>»r«. 6'TXi -rit t^ -s tot *4 Lot S V ?v' x/ a^o**Aic.t*T o? I .i'r , . ; #•n» >/ y/y/liLTt orre. -rv»tt 54 u" lo * evpw*r\6-»j,4*5 Ucrr7 >/n/ \Ot TS?r"7 x/ Soil antf Percolation Tcsfi Septic Syrtem De$ign I r - ©lowsc lOBea iO) CITYJ)FORONOn V*# T #840 • t ’-m « / V *• t ^ ^ . ,A-V * « I rs \ NOTES OeNOTE^ EXI^TINCr COMTOURib DENOTED EXIteTIM<v ^POT BUEVArrtOMfc DENOTEt* PRDPOfi>EO CAMTMJE& DENOTED PROPOSED 4sPOT Et.EVA'riOK^ CSENO-TB^ Pn0P04>ED tflORM £>E\A/Ee OEMCmSb direction op 6UEPACE. ORMNAOE. OEMOrTe& pnOPOEED ERDEION CONTROL. 4SO ^SO----- s n - OENcrre£> ^.eptic. enveljOPE^C -zei to pnoPERTT UKIE^ ONO euiLDlNO ENVELjOPEE'). I OENOTBO euiLDINO ENVELOPEbC PROMT AND RE^R EETBACIC, •btOE-EETBOCE^. 0 - oetaoreite weul. (ie' prom ^ept^ oyetem^, APPROXIMATE LOCATlON'). I i'.. 'm- V h i*; »S r*. ■ t 'f • I ■ I f . 9 t- i :k N \ \\ b<\X V V - ' >)» //TT^,/ y// > II -J/1JTV/\ \\I 9f^% -yv: r //\OUTLOT U/\\ N // ^trJNVrVIN *\>X \\X 2 /\i \\/\//r Q/j 1\//L N//<\ •v>\ qv >■.V M lim-7 DlN!/>V.XN. ^ ^0 /i <:z0:/f 'x i$toV\\x\««•f N r \ 9.^0 \r'/' »,X««'•9tO \ /&« « > //'//^^f /‘/\/ i(-^0- Y x»»« --i t\•V V__a»j>//f / K\/ir'4 ■y(%s y's A\>/ \ X .-V./no 2a4k. I c. • \ 'v y \ N 4 \ ■•••\ N \\i ••.Ss«N\W V TXv:•> J.o i t * frf" ... ..✓». //✓✓« •&r...\iSN OUTLOT AtI f / // 4 / . Mt / 1 / t I ■.; \ Isn$t\: (5 \%«•\4 . I ®//^./\ASt\ 0 %\•7 // s '4\.\\ryX'X;:K •v 4r•v\A $60w\X \V \Sn>*\\s!»^0 •Sk tL X.‘X •t\st'V’\ 4/ \• •/.9€0 /N ,• ? •✓/d/t •''.':-”X )%74 V//,'rc/;/.Y5^7 ' ■■•. \\ \ \y\r.\ \•% ‘ ^ > X • 1 V •.✓.-* . L/«✓✓% ^/ ■ •. \ \ •>'fr'v» )i;\T ■ ~x f V V .. . n*PKMOLATIOW TEST DATA SHEET *. v 5 HolP ntaitmt___\ «» T«st boltt loeptioa jPvVqcAL^ Data Mat hola «aa «-.».rad ^.-3^ 8^ . Mpth ot hola bottoa,jSa_ laches. Dlaaatac ot hola, (o Inchaa. Soil data froB teat hola: Dapth. inchaa ^ Soil taxture , . fit;' ^ \^* CVti- A V.<l/sre ♦« • Method of acratchlng aldavall .Krat.C i Inchaa.Dapth of paa-alaad graval In bottoa of hola. Date and hoot ot Initial oetet filling S-OOf•'v>.:_ Depth of InltUl wetar filling. «•>«’“ '"I* '»**»■• Method used to ^>lntaln at leant 12 Inches of water depth In hole for at least 4 V Parcolatlon taat- raadinga nada by ®" I-03-QM (data) . during taat,_ _ _s atartlng at •# l»aBa Maxlnn watar dapth abova hola Inchaa. I Tim Tiaa Intarval, Hinutaa^ MaaauraMnc, Inchaa Drop in watar leval, inchaa Percolation rate, nlnutaa per inch Renarka % 8*0^(9 i ■ .»0.»3 VO:o3 (o M M‘-»l lb .kiL r. .V■ IJv.y;- ■ ^ - \o:m3 i. M*k M"1ib ^.3 ■*r i"-.. ■ •: te‘ Percolation rata -u.l ninutaa par inch. “t p* S : f- V it t L-14 .«PERCOLATION TEST DATA SHEET t' " •rf ’ Holt nui^rTttt holo locttion ^ ^PAc3c\c^_ _ _ _ _ _ _ _ _ Datt tRot holt vtt prtptrtd_ _ _Dtpth of holt bottot. iR Inchtt. Ditstetr of holt, U inchtt. j Soil dttt froa tttt holt: DtpCh, inchtt cllM: Soil ttxturt ^op^Q\V C)£».f k p>narv Vr>(jL( M”. \Q- IO-. aSL fV\^A.tVKfS'X ^OLVNck. Ntchod of tcrttchinR tidtwmll J<ha\C C, Dt^ch of ptt-tiztd grtvtl in bottoa of holt, Dttt tnd hour of initial water filling !• .hat. *^‘OQp.^v^ Dtpth of initial wattr filling.inchtt above holt bottom. Ntthod uttd to aaintain at Itaat 12 inchea of wattr dtpth in hole for at leant 4 hourt OL\jjLg><\AnTt!r^ Percolation teat- rtadinga nadt by on atarting at ^ • Maxinua wattr depth above hole (date) .. ————P^. during teat, fa inchea. Tiat Tlae Interval, Hinutta **, Neaaureaent, inchea Drop in wattr level, inchea Percolation rate, nilnutta per inch Reaarke % ».Ofe 8 Mfc ‘^:06 Cs i'/a va-1*1 VO-.OM 4 £iSL \o'MA U Dili 10.4 ii.a. Percolation rate >minutea per inch. LJ - .l: I v L-U PERCOLATION TEST DATA SHEET •m u Test hol« location Holo nua^r 3 Onto toot holo woo proparod_ _ _Depth of hole hot ton, tJQ inchoe. DloMtor of hole, U Inchoo. V I 1. Soil data fron tost holo: Depth, Inchoo O-fa-* « *. - - - Soil texture Vo^^oW ^oo-n-N (jT-ifovt^A <v\ »A\o(- [oif>N Method of ocratchlnR eidowall _ W r C. r Depth of pea-elsed gravel in hotton of hole. Date and hour of initial voter . lling _ _ _ Depth of initial water filling, •3 inchoe. 3>;00;>.«nn inchoe above hole botton. te:-Method ueed to naintain at leaet 12 inchoe of water depth in hole for at least 4 houra t /^tsjVN.nT^iu*^ ft Percolation teat readinga node by S- fia<^og<>v R.3cW>f <syirS on etartina at • Maxinun water depth above hole-- - -*—" ' p.n. inchoe. 1 (date) during teat. t \Tine Tine Interval, Minutea. Meaeurenent, Inchon Drop in water level, inchee Percolation rate, nlnutea per inch Renarke # 3*V •(o .\Q:i? G • .» Jo It <1.9, M S.'l U .5 [. .« 4 r* — Percolation rate •minutea per inch. ♦; / 15. .! *. Jf L-U rSRCOLATIOH TEST IMttA SHEET 9 ' iI . f Hol« nuabarlast hola location S't'tg. ^&VocV^ ^ Datn tnat holn w«i pronarcd ^03-. Depth of hole botton, 3Q inches. Dieaeter of hole* (o inches. Soil date from test hole: Depth, inches _ _ _ «« So- Soil texture ftrou:^rv Iocxyn- &>rOLOr\. SoVNcL J Mbthod of scratching sidevall Depth of pea-sized gravel in bottom of hole, Date and hour of initial water filling U inches. 3.qQ(».A-' Depth of initial water filling.inches above hole botton. Method used to aaintain least 12 Inches of water depth in hole for at least 4 hours A. i*V n AA Percolatioa test* readings nade by S- f p. at . S'i/ Jg r\ . ScW. f rS on ‘ .. _C^. starting at flloA Mminun water depth above hole during tvst, _ _ _isL inches. Tine Tina . Interval, MinuteSo. Naasurenent, inches fi;6a 6-.3B L o •7 f I’y. . S. • \o:\4» lO’.OG L Drop in water level, inches Percolation rate, nlnutes per inch Renarks 5'/b 4 <=\.9to \^.Q o.c. > Percolation rate minutes per inch< t : L-IA PERCOLATION TEST DATA SHEET *■' ^ * T«st hoi* location S*Ae. 1 ^ r. it t S' I iI! i ? . / Onto tost hoXo woo propored Diaaotor of hole. Hole nuiri>er 5 _Cg‘i33-PM Depth of hole bottoa. 2o Inches. inches. Soil dote froa test hole: Depth, Inches o-H‘* Soil texture iOC Ca\ji2>r\ o r> I O OL/v»~\ J iS". 3o*&c O Vail'S lo O- ' Method of scretchlns sidevell S fs DeRth of pee-slsed grovel In bottoa of hole. Dote end hour of Initial water filling _ _ _ <3_ _ _ _ _ Inches. S-QQp.A'N. Depth of Initial water filling.Inches above hole bottoa. Method used to aalntaln at least 12 Inches of water depth in hole for at least 4 hours Percolation test* readings aade by ot<^ ^.^U.fftsAcS on ^ starting at (date) during test,_ _ _^_ _ _Inches. Maxloua water depth above hole Tlae Tlae Interval, Minutes,. Measureoient, Inches Drop In water level, Inches Percolation rate, minutes per Inch Reaarks % 8.S1 c. kO-.O") 3 ViB r/& 4> iSiL 10.^1 iO.®l Percolation rate S2A minutes per Inch. 1 (>■ 1. I “v .;. V. k-' f. V ' ^ ■ - ■ ‘Jii ■ ■ i-^.v-' '• ' ’• Vj' *',.* '. L-14 ••; Tf PERCOLATimi TEST DATA SHEET TMt Kola location j&\ocV. ^______ DAt« fmt hoU »•• prepared______(eOa -6^ DiawtAr of holo» (o Inchoo. Hole nueber (o Depth of hole hot ton. inches. r > Soil date fron teat hole: Depth, inches D-(o" Soil texture ^OipSC^A QcvCVL ^Cc>v.:^r^N ^iCo'nAja Vqc^^^-n'n VoCfcrvyvX ^C».C\A^ J i. [ *; Hethod of scratching sidewall --y.<N\Ce. ^ m . — __ _ _. ___ ^ - -- - - -4 ^ A f M ci Inches• i U 1:; Depth of pea-sised gravel in bottom of hole. Date and hour of initial water filling_ _ _ _^ Depth of initial water filling. inches above hole bottom.-> pr Method used to maintain at least 12 inches of water depth in hole for at least* • , /. 4 hours A t iVn ~ ~ ^■ -■ -.‘ah .-■> » t Percolation test readings made by startiDi at ft>uO> . Maximum water depth above hole (date) during test. ^ inches. Time Time Intervalt Minutes Maaauremsnt. inches Drop in water level, inches Percolation rate. minutes per inch Remarks % S'.vo C \C>\09^ 4? y/a (p 3>^la lO.Mft IkL. ;r .»*. ’^r . ■ . ^ . T -p .. Percolation rate minutes per inch. rs- I I f & I t # f' r ’ t ■ '4 ■ - • • •• -V IfilA of Soil Borlnoo L-13 LoeaeloB or Project 1 ^6\ocV^ ^ BorlBfO Bodc by ^govx-^Dote Cleoolflcotlon SyotoB: AASHO_ _ _; USDA-SCS_ _ _; Unified ; ocher _ Ausor uoed (check two): Hand or Power_ _; Flight_ _, or Bucket other Depth. in feet Boring nuiriier I Surface elevation 1 — .2 — 3 — 4 — * 5 — 6 — 7 — *8*— 9 — 10 — TdfSOiV 6>fc«i04-i \oarw^ P’8- CVc*.^ WcWowO* 'iV-H 0^04.04^ CVcvj-^ \oo>.ooy Voo.i\x4^ «^^C<l^»v4.*4rv‘^Ci.«Nck y-i' _ .3'-^ crvC- ^CcOvO T End of boring at BVa. feet. Standing water table: Present at_ _ _ _ feat of depth. _ _ _ _ _ _ hours after boring. Mot present in boring hole / Mottled soil: Observed at S7^ fast of depth. Mot present in boring hole __, Depth. in feet 0 Boring nufldier ri Surface elevation Ou^'*^ licoworN \c>(.i»vQ-M 10 — C^frC K «'> M -tO" ____ O OvOcOi^ fVN C t Ok.•>.■% \o-- 5 J------- ^CO«jOOs VoC<k.><v\^ COC\.CSC- y:L*- MVa•.csno^v.£v^ 0\%j C ^CovO.^v VocvckNv^ ^ ♦.•^cSarscL MVa’- C:*i" oVkot- 2>fooki<^ Vockv>>v^ OVkJt. \c*c>-k>N t kk'^C. •. . End of boring at feet. Standing water table: Present at _ _ _ feet of depth. hours after boring. Not present in boring hole v/ Mottled soil: Observed at feet of depth. Not present in boring liolc _ _ _ «¥ I I I ' Location or Project S'AO ^ I I *• i> i- V f L-13 Boringo node by 5j-? .S'Veoex-NtS»S><A^\rj>r>^fS Dote Cloool fleet ion Syoton: AASHO ; USDA-SCS ; Unified I t other __ Auger uoed (check two): Hand or Power_ _; Flight_ _• or Bucket other Depth, In feet Borlng nunber 5 Surface elevation 1 — .2 — 3 — 4 — 5 — 6 — 7 — Sr- 9 — 10 — 'Tof^O»\ \OO.rv-s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ^c'ouOi'N rs'^c ck. luv v\-\ oO|'\“ra.cd^ of Voar>r\ Vo<A.<v\,«^^c»jrNck. ^ to*- cfNC)\rk.V*«N^ (^*^** "* OcOOs S>CiCCN<^»w^o.-> il'nv t • _ _ __ _ _ CA.vC- (iifOvA^i'N Vou-in-nA f'.,'vC^»»>A _ _ _^Va’::£Va __ _ End of boring at 8V^ feet. Standing water table: Preaent at_ _ _ _feet of depth. _ _ _ _ _ _ houra after boring. Hot preaent In boring hole / Mottled aoll: Obaerved at M'lD" feet of depth. Not preaent in boring hole Depth, In feet Boring nunber W Surface elevation TopSoA Oaf 6*<'c>vc>.'s \Of«.,N\ SjCocOr-N Voa.N-x \*iow — Xoc^^'N'vCV S •'\ck- ______ __________t'lQ-.AVA* *______ -c\p.^ S>rowO^-x <v>,C vAW-^ ^ VfV 10 — &C OvO.-N cVoui^A'a __\oafv>. 5 — S>Co^.-> _ ___H'-C,' 0>fOwC»rN CocvCGC Ov-O.-s Cn-' c S<x<^(V 0\*it t ..'C'*»*vk, End of boring at feet. Standing water table: Present at _ _ _ feet of depth. ________ houra after boring. Not present In boring hole »/ Mottled soil; Observed at P> feet of depth. Hot present In boring hole _ _ _ _ I ,« i t: A% f •r f %\ •> ; • i •. Um of Soil Borin.. i* . _ ' Location or Project SAc") .?\Vqc\c _______‘ L-13 r r Borinto no^t By S-f /^<vC.*l>v<.oc<-n fe«ScU.f wscrS Dote CoOS-fevI Clooolfieatloii Syoton: AASHO_ _ _; USDA-SCS_ _ _; Unified J t other AufMr used (check two): Rend or Power_ _; Plight_ _, or Bucket other Depth, in feet •«Or Boring number Surface elevation «• * 1 — •a — 3 — 4 — 5 — 6 — 7 — 8 — 9 10 — 0- Tofsow \Oew.%> ^ ToDSo^V OaC ^ e»roco.-N ---------------------------- ------- -------0-C,- HJMV SrOiO.-N_____ \'iy C^tu^ Voo>>rv^ S»rovO.*N Voo^^ c<<A.ivK<\>xSckr\<l^ OCOoor\ WnC.^xv>w^ ^O^'TNici^ SfOLO»-N Coccsc S<X'^cL — cvu^ C>VWC fefowrN ^ ovwtefo,o.^ -,.iy.av ^yy Vo&>«v^ •'iO r- X t End of boring at 8V^ feet. Standing water table: Present at_ _ _ _ faet of depth. _ _ _ _ _ _ hours after boring. Not present in boring hole >/" Nottied soil: Observed at feat of depth. Not present in boring hole Depth, in feet Boring nuaber <b Surface elevation \.OCwO.\v^ 10 — VoCv.>Vs.S- Scv^^<^ Ca’- _^£O^A SuoA^'. JVa’ \oar. # H 6" ____ ^ id)^ Oi^rN CVdUA \o<X 6>fOwOr^ \0Cw»Nx^ _ __ _svov 6^ow*>»-> Voc..>> OV»vC- Sc.»>nC^ ^otv yu>" Bvy r • ' ':;■*' . ;••••■' . -I'- ■ * ■ r - ' t • '.• ■•* . .<• , .V ... End of boring at S7^ feet. Standing water table: Present at _ _ _feet of depth. _ _ _ _ _ hours after boring. Not present in boring hole / Mottled soilr Observed at H’g>“ feet of depth. Not present In boring hole e s. II . * ,;j.i