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HomeMy WebLinkAbout1984-07-23 Septic System Design Reportn. . '. •- ■' - /v. «»* •i- (- .V S-P TESTING, INC. O ' i. c> r?s ^Co ‘,V‘.'■ • • ' ?• -■ ’•.- ■■ > ^’ ; . r- '. Ml KATYDID LANE tT.MICHAIL«MN6fi37f 4t7WI ;• ’■. L i-' ■- 'S. ferov^c^ RoO-<L. Ccooo, or\r\ fTivE •HmMmt r. ■i t /^W»S ‘S’J^S'^Cx'VN ,“^^Ar.rcc 'o^cVroo<v*N VsoiXN^ cxrv<^'\<-N cvcLocc\.<x»-\cc oo‘AV-v*^Vv<_ ?o\.Vc»A.*ov-> Co<"^oV CX^e^v.'^ S^ci.tNcLac'Xs uCi?C: Vocfvl oCcA.c-voo.v »cc ‘SoA’i. icn '^>'S Cx Ccc3c o (C-. tx»VV. ;Sch \.'^c‘rxd.*^ CV oj ^ Cs'uicX or\ *ko<? CSCS So\^S CVvo^^CcX* VV'&jC- VV^V-o^Atv n C^cm-X 'n , L CVco\ \o&.<'•-•% Ai€Ce(i.\cx^ Co- CociovJOw S\ \oo.v%-\\ Cu"S > * 'l'l ^ ■ A ■ t 'A ff A A^l •Se tv.sooa \i '3 \jO<x^i-CjC “^oAoVc-AOCkS VpcaAx<k- U&' SoA \oor\(vY^* \ vrs Icioc \i\ A*o).‘\ ke. ■VuetNcW'i (wvvst VocoXeA- oX\e.o;A. XV^c ■:.<•. '3 *• r .» ,:■ 1 ■■■- 0\c\A lS. VV^'SoAs cct cv. 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' 1 OLCei)^ Wf of Or\<k.of Ccbv^s\,<;u.c\■AOC'^ (\_s .^»iSS‘>b\c.^Kc.‘tf eo't<s>eA-acc cv.SWj‘/Ac^- Vx. roo c \i<t'X oCC .^Cofc Cof\S^ j * V !u>*sAlW pCo^c C /\osAcjc\^cM^r\ a c^^^:‘\r<Axvvviav\CC *-Ws So^tiws-N SWoodcL W (\O^CoW-\vx\rv-^^Cf r^:V\rC^ C(f^% oc\ ^. * CCC.C3v>>.C%'\<?.v' ^\jL\N\^<Lck. €.O<L\0^ t.yi(xCS. S'C* .ic<\c. C— K iri v," -I’ • t :■ ' ... - ‘ : ■. 1 ••* ♦ * I • i“- r f r^:• ir - >• .• ; ' ■ .• V • ^ . .i 1 V ,,. ir-- ^ ; ■' •■. ■■ r y- r!-:■.■ •■ . ■- •. •."• ': - • i '■ ;,^ . .i.. iI icrs C (T<n 11 4 iOI . * • •• • ! • -J - J —JUJ uJ lij UJ I J UJ m • . F F P P H O X ^ lO ^ j 'X.o S£3 I 1 J Ui ft K I I 5s I I 92 «2 pi 3 (T O c o PI Q c s I I o CM s i 51 i I CM 5 ii0. ll:i it r k A 5vr/^' i. I , , : 'f J P i-- tffii yf >?F^nM Loeatim or Project 'Tkorv L-13 Borlaso Mdi: by P/t".-a? SAt>oc »a iCc.'^CS» Dete Cloooifieotlon Syotoa: AASHO_ _ _; USDA-SCS_ _ _; Unified / ; other __ AuMt oood (check two): Bond _or Power ______; Flight ___, or Bucket other 1 — B — 3 — A — 5 — 7 — f > \\ - C)“-< VOCK i'N'N . ..OrC=."_____________ f\\\* he Ovj^rs Voc V Sos^eVvv \o \ *'CvC€^' O Cw •«> oC CV ck ‘>^ \OC*.«n >v P'W- ^afK v^cocoTN Vo<xo. ^ 0^1 •'V'ro.ce ’i. of ‘^j<x \-ac L_ v'vW- OCvC K. ‘^oC*.<r\cLu>j _ . . VOevvv ^ NOeWs oCt Ind of boring ot 6»V^ feet. Standing water table: Praaant at_ _ _ _feet of depth. houra after boring, ■ot praaant in boring hole X Mottled ooil Qbaerwed at .feat of depth. Net preoent in boring hole / Depth. in feet 5 — 10 — Boring nubher A Surface elevation f \\\ • C3 tAC V"> ^o ^ O s* _ __ . o-\' _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ or 'jo* 1 .. J X jC vjuo.'V O c*^ »-v - \LfOoO.-A CoCM'^e^ O Ck v^*n^ ) OV»N/C t^Cuv.O,^ VoC'tNv 'Tfcvcc*^ of End of boring at feet. Standing water table: Present at _ _ _ feet of depth. _ _ _ _ _ _ hours after boring. Net present In boring hole j Mottled soil Observed at <-B' feet of depth. Rot present In boring liolc V , e ! i i\y V J. ? ! *• . I , f,. r' ■, I e ‘i- ldiML£LH£jlLJbUE4BS£ LocACion or Project fefc.iOr\______________ L-13 ^ •■orlnte Mdc by S-P'^csX.'.rsc^^'TAr ,c <wtf s Dcte ). \<^ ClAMlflcoelon SyetMt AASHO_ _; USDA-SCS_ _ _; Unified _J__i other AiifMr iwed (check two): Hand or Power_; Flight_, or Bucket other Depth, In feet ,0‘ 1 — 5 — 7 — ID — Boring nunber Surface elewetlon P«U- Oc* ( \<. Voc^<v-x Q............ \r »U- \Ot«.V'.N CA- Vc-)cv ' V r<v ( f o (- C V \oo .'•v\ U*- O V » ."V ^ \>rowO(*N S,c».x's(V •^N» it" dL. or «o»^'.rvo.\ Sci'»\- ^voVV: Voa^ v rs-\ TVstSt SoAs CLCC-.^Sts SoAS » VV V - *So.<sA. •*■ C^nuk-s. Voo-fs-x o.'N \o^ of ' ^ H (?>C - VX A. < Ox c\ C k>A V oo.rv ioCv< Co . CoCdoJCk- Depth In feet 5 — 10 — Boring nunber Surface elevation ► K'- , led of boring at feet. Standiag water tablet Preeent at "7 feat of depth, houra after boring. Hat praaant In boring hole _ _ _ End of boring at feet. Standing water table: Preeant at_ _ _ _feat of depth, ________ houra after boring. Rot praaant in boring hole r Nettled aoll Obaarvad at feat of depth. >/ Hot praaant in boring hole Mottled aoll Dbaerved at feet of depth. Rot preeent In boring hole 1 L-14 f-? * r’^ *. '' jr ■ ' l' :. » . < r- •%1 r ’ p*" ^ = k'' A ' :• • PnCOLATXOII TEST DATA SHEET TMt hoi# location ^rou^r-s Holo miabor 1i Doto toot holo vaa praparad_ Dlaaatar of hole, ^ inches. Soli data Iron test hole: Depth, Inches o-t?' , Depth of hole hot ton. Inches. Soil texture t- WV- ^aC oi-ot^ ^ :>(Ai*v\,<>^ VQCiL.«>.*v f cV-C Cat Cl\.o».^ Vcx><>. N Hathod of acratehlni sidewall Kr\» f C. Di^th of pea>slsed s^hvel In botton of hole. Data and hour of Initial water filling _ _ _ Depth of Initial water filling, _ inches. v:i Inches above hole botton. Hathod used to nalntaln at least 12 inches of water depth in hole for at least A hours rv k A f. r^-^fCVxx^ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Percolation teat readings nade by on startlna at VtSO . Maxlnum water depth ab- - - - - -CIj3>_~h£L£d<datel during teat. above hole Inches. TIm Tins Interval, Minutes Msaeurenent, Inches Drop In water level. Inches Percolation rate, nlnutes per inch lanarka 4;<So c.M''te Cr . ^ C? i-.ji LM e - Percolation rate (e-3 nlnutes per Inch. ** I V ■. f i>r ■ V ■; <• k* L-14 FnCOUTlON TEST DATA SHEET Hole nuaber ATaat hole locetion Date teat hole waa araparad Depth of hole bottoa. 3C> Inchea. Diaaacar of hole, (3 inchea. Soil data tram teat hole: Depth, inchea O-lA*_ _ _ _ _ 16 ’. 50- Soil texture r v\\ - C)u< K V^rocO« *N Voc.^fs~\________ Or<^%t~\<xV lI)o>CK ^Cowa.~N VccvAX ^fov-Oi'N Vc>0.»*s N Hathod of aeratchinp aldavall Kr\\f €_ Dfpth of pea-aixed gravel in bottom of hole, inchea. Date and hour of initial water filling______vc>-"jc Depth of Initial water filling, \ ^inches above hole bottoa. Method wood to maintain at laaat 12 inches of water depth in hole for at least A hoora .-snoXa^ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Percolation teat readinga aada by S> " v*c^A\.nc^ ^ 1 ^jc . A g 01 c on r f • • / .' • < • atarting at f. S\ . f*-^ . Maxiaua water depth above hole inchea. [data) during taat. Tiaa Tiae Interval, Minutea Naaauraeant, inchea Drop in water level, inches Percolation rata, ainutea per inch Remarks (0 VO>\ v\M ?.*.oo i'. Pareolation rate •l\.3>minutes per inch. L-14 i PMCOLATIOM TEST DATA SHEET Hole nunberfeat hple locetlon \orw 0^rc3vo.~"-- teta taat hole wee prepared_ _ _ _Depth of hole bottom, ''o.. Inches. Dlaaeter of hole, C? Inches. Soil date from test hole: Depth, Inches _ _ _ _ __ _ Soil texture Cw'- - r~^k>; V. c'j( c N 4 • 4 * V vVV- ^ Vc>i* \~N ^ \Gi* j \ C CX CtS CJ \cj( * \ Method of scretchlne sidewall V^rx.^C- )th of pea-slsed gravel In bottom of hole, Date end hour of Initial water filling _ _ Depth of initial water filling. fO Inches. \Inches above hole bottom. Method ueed to malnteln at least 12 Inches of vater depth in hole for at least 4 hmira ^\ t\.\ aoI ur Percolation teat readings made by ^ L \.-^c. ‘ Ar o«-‘ ^ tt^vti'^on starting at (date) • during test, * Inches. Time Time Interval, Mlnutaa Measurement, Inches Drop In water level. Inches Percolation rate, minutes per Inch Remarks G ^ 1 'Ik-. 14 Cr>cD?k‘.Ol Cr»S.O > Percolation rate •1.*^minutes per Inch J JY o" NO LLa ow 'v in M Q �O W in > I0 A N\ W a3a oLL' V w z� >w LL.o OV(r wQa > Q a - Q Z O o M Q Izo w Ir J w J w m N F-- F W O J m D 0 w Hcr W a a W > n - O d ch 3 Q O J ED w> > m o = u � Y C- u w 0 0 � Y L) > O L > N Z I � s W z 0 } 3 a Q u U 7 Q � W &0 } F-- J F-- m j O O Z > CLS � J a a- LLJ N � ow 90 0 W O Q O ~ u c W I Q 3 u /% /ice l000l/ llJ Q Zo b q: h*inzou Iuz UJoc I” L ■r zo eS3 |>a'^5 ho -, I ozo _ ficz UJ UJ Q. UJ fcj 6? ®liJy UJ 09 in 3 2 0(M liJOi-p UJzo.tn o - id o_i 0.U HI muiy S5^Q:^-»-|-o fco3i*;Z? Q-^i 5**^^ ®o^<i - iSccu OyJ UJ^U OTO 3 ZO-OUJ x.Q XuzUJa: j- Hffiui “o3 U.o o:Zu» I- -u>^q “oS _y< es5I- z OUJ CD-I — ^UJh- uj-ii|i!s:u/o “-o>^o□ UlUJX«n-i£cx 9>ki_? l-^h- o 5®Ga: O , UJ 05 -• 0:0 g2g«UJ _ o q:<2 _o myji-SSS £>-®b *15 {-<uj 3uj ^ jzq Zuj OCLO-IOCD CEl ZO< \a^OC^fEUJ ^/l<^-o: CDUJ h"oz ^UJo> 1 —CD s P Xo og |V CD !•\f “§l ^UJUi 0^0. z UJ CD 6^4-UJ S'-Sz<ooo sigi “:aS OUJ q: i£2!f nciKic S 12* smith CRftSS coven 4* hater - TICMT npcs SEWAGE TREATMENT SYSTEM WITH DROP BOXES outlet to TRENCH MXT rnoM SCPTC TANK on PREVIOUS DROP BOK - SUPPLY LINC TO NCKT eoK ricun 6 I. .NCT.ES^ all pipes vkjolo be at least 4-INCH OIAMEIER elevation ce inlet ano sup^y LINE to neat drop bo* *J5Vff.Dcr»ADJUSTED UP OR DOWN EOR OESIRFO EEFLUENT LEVEL IN TRENCH SUOCESTEO TRENCH LlOWO I E^L «2* ABOVE TOP OF OUTLET PIPE invert OF inle '^ iajst be at ^*st ONE INCH l«GM£n than IN\^T ^ SulY\.V PIPE 10 NEAT DROP BOA TRENCHES MAY OUTLET ONE SIDE OR both sides Of DROP BOA -inlet OUTLETS TO TRENCH - drop box Supply LINE OUTLET TO TRENCH c ( \ I C-13 * /' < \ ini g 3 2 3 U a V, i .•