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Proposed Septic Plans
r¡rT a Ðverflav * *Jü,¿ I ßø, .Õnyo0 Núoaqe slng/ê fanÌly hamc fuppar) parkng area luppar) pdrktðgdroinoqe ot, ^nflV ßË.d Existing Õommercia/ Building I trrigation ËEt t.) o asphaft (lonør) parking af¿ra Cøp fw area ååäå UJ tÍ, CI c (t) a¡,vtlll c (t) E() ilúf z4' ñ)?p * tap, t.5. Ea: ftr plin PìlntDolË 7,5ã¡tt I]IE A, l 'þ(d dAW Mt Slfe DIan Ptpe 4ttand -Õ"}¡rt/bÈI¡ J¿Wiffigrjlrrm'N MñMú û'IMMaÈ¡ffiJllliryg¿møñûwtuwewtut a 14ñ ø,ffi& ue ffisÑMMWMÑThÑEfrMú6.ffiffiNþlMbtaffiñdhnffi d ñv gwr/@ ffi tFabrc ùwffiwllry.ítffiÉDÞñ8, úMpıøaotqàl6d ââF M ñE tutw z) a ffi4424 thot mn Clæwood С'tch (Þ Sectioô!¡ G. '9¿ Õo¿k ÊÐÐ" entæs an undægmund pípc hæe e Þt\t çl Ë downspouts øød dmínt empty into eubeurfaÇe draine thol ruo tø ßo'6 ûotÊ$ Gúríølù ã s Ë; F $¡ã) E Ê ¡tvt EÈ å * fl 5{}Í.ã,¡Ê5ãtT I çalt¿JC.¡ I Ei rt .ìr ç\tt SfTtr 'lÍ;lltTNVERSO PÊOÍIERTY A I)Åí{Cß'L 0,f' l*,lNI} S'17'l-l;lTIII) lN t'l{n' S'If I /"1 Nff I /4 0"1" SÊ'(]T!ON g$, T'OÍf NS'/1IF 6 ,SO{!TII, !{¡lV?lf tl7 ÍlrûSl' (}þ' TIIII 6'l'Íl PIIIN(:\I,AL idIlßil)IAN, ('O UN'l'y' Ol" G¡lllfLIt'L,Ð, S"l'ÁTIi' 0Í,' COLORÁÐ} I I d ij 'rl $ ,i!i!,t{ ¡ ¡ ill ¡a¡- -!'¡ ,. 1_ ,. -,1¡¡i a'jl ' i;¡iÂl'¡¡ii :{.t¡.:: j trìûdl Jra¡trllr 4.. f, tt r- {' T. IJV I¡&'HSÛ Pft üPETI'I'Y C?tIilN I{ELO(aTIûN l,l{üJß'{jf STTÊ PÍÅN að?I T MANHOTÊ ÊISÉRS(mrÅ)4-¡ilCB çORl5 PVC Êtr¡ { MrN, 1/4'PER rOOf SIOP€ (m) NOIIS: I EXCAVAIÍ NilCil:3 IÔ MHN SH- AND PROÞER DFPff ÀS Faôutftó BY St^tr ÄND ræÀt ffiS 2, gOOil IAR€CUIAR¡ÎES IN ñE :XCAVA¡ON.  IWL RAT SUBFACE ¡5 NECESSARY. J. AÊÊEMBI SIODIflSEE LIÁüINC O{AM8ER6 ANÐ UüIWRSAT ENDPUES IOCEfrER ril nENCH(Ë5). 4, fiE UNtWâS^t ¿ñD PSE tS CONSnUCTED gft T E5 50ilAT ü[ EARü iILL ON OilE 5IOE HLL HOLD II SEURELY IN PLACE ÁCAINSI ËE 8ÌOO¡FrugR. 5. PUICH OUI P¡PE HOIE WENINC5 ¡N 8É ÉNO PLÁES AS NEEDED AND CONilECI INIEI PIPES. 6, ñLL STOEWAI ÀREA tO ÌOP CHAI¡ffiRS S* ñ^lW SoL <2 !/2' 7. 'wÁLt tN'R:L 1o QoMPÁcl sotl ÁLoNc slD€s F cH^tagR, üts ts wßY uPoßr Nl ro AcHrEw ruÉ ËrcHT nAtNG. 6, cown cHAüstñs to ^ MrNn0[ 0¡ 12" AffiR coNsouD^róN FOR H-1O APPUCAÎNS ÀNO 18. IINIMUX COER ÀMR cNsouDÀnoN aor H-20 ^rPllcAlm$ AwD uRcE RocKs OR Ð'BRIS IN COER UAERI+- A ELI ôRAÒËD, CNUSHEO GRÁWL AilO CAR&L CqPAC¡O{ IS RECOMM(NDEO FOR H 20 tNsl^Lß1fr5, V ffiOLE PioÐ3Ê1, FÚt ¡tNe 12' aa' -_c-gåor 04Rt5l FIEXIBLE COUPIIN6 IÑSPÊdìON PORìttN.]NSPEtrON PORI TæH ÍËS CHAMBÊR Sffil, sEE DflAß4-IrcB SDRJS Prc SSER Â1 HrN. rl4" PER FOOÌ SLOPE (æ)OOSINC TNK w1 SìPHoN rNPREN ssxßurcN mx NHOI {'t x 6' TIL OWTS PROFILE ñd lo *oir Jß' OWTS DESIGN CALCULATIONS SECTION A-A VãNÍED MANHOLE COVER 6,' ÀBOVE FINISHEÐ CRÁDE ÔR FLUSH WìTH PÀVED BRÂsS OR cast rRoN cowRRiO $RN ôUES NCB: ffSioN ¡LOr PE8 trflELP CoVW rÆLË 6-2 - 1,5æ gPd ilDY LON, 5lL1 LW LIáF = O.ıo. PERcoNoN &¡E Ve&nrü Ñ 24.7 ûin./i^- UlNluuM ÆsoRmN AA * 1,500 qpd / 06 - 2.500 Eq Í. ,:E læ! t¡EL! Æs = 2.5@ !qjt. W A 0.7 AD 0.9 ßEDUCTON {FOn 'MIEER:00 oosNc RESPEqWLY) r 2,500 aCJl, . O.7 ' O.9 = 1.575 sq, lt. ÆSUIE0 BCH ÆsUüE, çWsERs - (1,575 .q.tt.)/(t2.u !q.lt,/ch.ñb.r) = l2t ô clomb..s,sml rclS Or 19 CIdBEâS - llJ chomb.F RESIRIÐ sEmc rNX voLUÍÉ - 2.000 Spd P€R CÆRES COINÌ TÆU 9-l SUPPffif FOR PIPE 8FORE ND ÐUÈ¡lE AACKF1ILINC FqAMÊ AND LID CONCRIF RISFR CONCñEIE SUPPORT RINGS AS ECCENIR¡C CONI 4-rNCH SOL|O WC ?tPE Ñ 2V vtN. sLoP€ nou æsrNc rñx 4" SDR35 PVC S¿:WÉR A 2.0% MIN. FROM SEPTIC TANK INVERT IN IO 8E ÀBOVE SIPHON OPERAÍION LEV€LS. PER MANUFÀCTURER.S RECOMMËNOÁTION. CONCRflã LID mtN otstRt8uoN 8ox w/ trFLE:ru tMaTs ow fo aE ^T¡ÐtmR w^noNs¡IE ¡MRT IÑ fO 8E 6' ÆOW rNVEm ouf CLEANOUT DETAIL 4,ÐIA. CONCRITE ¡]ANHÕLE, WAIÉRT'GHI OR ÀPPROVE! ËQUALNot to Scol6 1. fûrÊ rtd !. rÞbFn. .lfl0ild d rqk.d o{. d d¡hÈ.d s.!.. Ê,bb{ t{ dd ú.6 tñd rF{¡. 6b¡. oltu,rh. .ÞFd ry {h 0.À.t; .'blh! Ég.lotbÀ ùtjr d br dilurw ¡ffi¡ lM ñt.rra hil¡ d lk €6Ùu.lb. 2. À, dislur!.d nr..r sìdrt h råv€g.lolùd b, l¡! Orñ!. 3. lS sllá srôl bó grðd.d !o lhol rurolt rotô. do- nol drdin onio h¡ J¡och t&rd ¡udq.o- 4, Coñ{ru.t¡o¡ rkll roñrom lo Goliôld Coun9 Rogulalio¡!. 5 Cùilr Ho's, Vou¡toj Crod! E{glr.dí¡9, lñè .h.lf b. ñorit¡.d or thû .offtruolror progreúÉ io th. crll.r móy È ins*ctod, oo not ùoc$l¡ o{.r lny Ðdrm coúoûnonl¡ unlil lbóy hw! ¡oon i¡s9.c16d. 6. S€r!. pìplng sholl ¡. ıoddıd .nd lnlllolly bocHillıd ki$ ,avñr 4 iñnhá6 ,ñe ¡i¡iño r¡d 6 :iclñr on lop ol plpi¡C, aockr[ rhol b. .kd for corpôctôd PiÞina 3foll b. lndolbd uol.diqhl o¡d lo pr.rânt Ù..¿hq 7- ñ. ssotìc ionr eloi h orlast <oncr.le sll ln¡l on o ¡d .f tr;u'l l¡rlnrl !h' lññl ìn r....dr¡.. t¡lh lh6 hoñuloctu¡er'e recôñúúdolions, 8- ñ6 s.ptië knr c"p6c¡ty ñre¡ b¡ ol r6oeì ths s¡26 9. rhâ s.Þtiè lonk '¡lDt muil Þo ot lsott J lnchæ ùiqh.t lhdr lhó ôùll.l. h inlôr t.. o¡ boll,! must .f,lnd ûbd. tho s!d.¡6 of th. ¡iquid to withiñ 1 ¡nc¡ o, ,hs òotton !l thd lo¡¡ top .nd ñusl s^104d ot r.o8t 14 hchos bshr lho inlot t0, A fill€r js roquir.d o¡ lh. linol oùU.l læ ó. of eonô poÌ¡t b.b€d. l¡ã e¿Þlic ld¡l ond o!!o4l¡ón l.l¿ eo thol only th! lhutd lulo!¡t çill b! db.¡oa!d. Olhø .!l¡.1 ie.i or bôltlos m!61 cxle.d {bve lh¿ !!ldc6 ot l¡! ¡¡qu¡d to vjthir o¡€ ínch ði lh. ù¡d.r!ìdé ol {hÞ id'k ioÞ, 1ð¡ mü8i 6xtÉ¡n ot lóod 14 i¡ct.s bdot üo olll.t 11. th6 d¡dta¡ca kôm lh. ¡6püc tınt oüil.( lo th. u.dæida ol ìhc t!¡k lÞp düEt & ot l.o3t tO hcnls. 12. ùù'd dåDtn must h ot hod JO inch6. ond muet no¡ u""oui tn" "ipt. loñr l..glh or 60 'nch.E, ihichry!. is lð3 lf,-  e.pl{c Idnk ñuÞl hov! two .r æ.r côñF ü¡A (sr ñot. lloñ on6 lonk h rsilr€ lo pro#r lh6 mñry .ópddv). Þo fßl .rmpddosnl ßù.1 b¡ .t ¡oóel ôs lo.g. or lh. ,!..ñd .onpodñ6ñt. l{, ú. i¡oîsr.r or l¡qlid rrcñ ûe ,iFt codPodm.nl lo th6 sFcınó or eù...¡3iv. .oop.dme.t m!31 bâ ñod. ol o líqu¡d d6pth ol ol lôrsl l4 ìñchse bolow thd oullót iñvd, b"t nol 15 at l6.st- ø. .c.o5r no '.s¿ thon 20 lñch.. d('oos óud he rrôvidcd in.och coñp.M..t or o lonk. 16. lhd opsnhq cous¡ or . r.pil. lod, InlpEclloñ F{, o' ¡oo![ñg oc¿ãse Fd ñuol bú no'!.d ond nù3{ bt ¡o ñorc th!¡ I inctos b.ro. ìh. liñ¡oh€d qrodt. ll ñ{31 b. moda of ûoiorìôls .ælstqtr¡ to dlgrodolloà løñ ilÞblurc or FLU¡D DYNÂMIC SIPHON.4" SDRJS PVC MODÉL 417 ¡NSTÀLLED PER MANUF,cCTURER'5 RECOMMENDATIONS sEwER o 2% Mll'l TO OISRISUTION BOX REMOEABC C¡P\\- 4 SOL|D prpt ¿ - I l_-: \t lLNr Htrs++rl'rvtN. ^OS CH^uB¿8 Æ_ AIR VENT & 1NSPECTION WELL DETAIL SET SIPHON SUMP IN CONCRFTE PER MÀNUFACIURER'S RICOMMENDATIONS SET THE MANHOLE LEVEL ON A GRAVEL 3ASÊ DISTRIBUTION BOX DOSING TANK _ ELTVAIION Oostnc ÎilK Not to Scolo sox SDRJ5 95', A A lrR EM & |NSP€CIOÍ Wt[NSÍU ryO CWEEF POßTS ofE oil acË END 0F Row (ryP) .r<¡.d{ Æll ttôrdûd 30J4 Þrop6.l,l.ryr b r.lUE N¡l .¡tsd írom lh6 h (3) ,rrl arø þ ¡út e, ôuu.l ô, tr UNDISARSEO EÄR} SEMEN N¿NCH WAILS 7 RôWS OF 19 LWIING A CHACEERS ôO"XJ4.s"Xtl' &cH RW |NSÂUO LW€L À 6' Ot UNDISTRBm [À8ff BEftEN EËÑCÞ WÁrtS A 2r, Grd¿l .nórl bô cl.!n, ¡c..c¡¿d toct n" 1o 2-V' it .i2., 22. lone. l.óoh.nl v.ila,.nd plp:ng ßt.riol ruil b. rolodiq¡( o¡d nu{ h. cÊdillèd b, lhs Stà' auolil, Co.kôl D¡vision or th6 Cdorodo oôpodq.nt ol P!þllc naollh óñd kvüoM.nl. U¡de. cddoi¡ c&cùñ.lorcés, th. o.podü.ñt mot r.quira t¡. loñh b. lill.d $ìlh ml.' p'io, io boclill to A LEACH FIELD SYSTEM SEPIIC TANK, SIZE PERPW SHENS E- fI J. ,l o oT 3' ) oT J' Io 6'Or UNüSruFBqO EAAñ AEmil üENCH WáLLS EäEËF ãaEgå ãäE¡Ë ãäg*Ë a -Í,Jæ,2=<<i¡ra¡f1 dã,9. Hä3 ¿ı5 tt '4 06/19/ 17 scAu NOT TO SCALE ENGINEÊR C. HALÊ REDEARN Jos 264-oos SHEEf c2