GRAPTTTC

COORDINATE INSTALLATION IP/ wx; F,' NT F' R p RJS F,'S, 1 NC PO BOX 913 SIL1, CU /J166)c! OFFICE 970-876-20:5? FAX. 970-876-2360

Slope Grnund Away frum Riser

~-PVC Riser with Grommels1--, (bond to tank adapter with recommended adhesive)

~---l'lbergloss Goskeled Lid wllh1--, Stainless Steel Bolt.

Conduit Sool--J

Dischorye Assembly

Aexible Hoses (2)

Effluent Discharge

lnlot TH·--.,_,-i----~·~=!T•111n~k~Ad1C110'1'plle•r_r !<(cas~t_coir_r _bbolallieteidJlll::=-..,!--'Tl""lttltfilt

LI uid Level

W+--- Check Valve {optionol)

--IHt++----- Vault Inlet Ports Aow Inducer (2)

_,...,,___ ____ OSI Efflusnl Pump

Drnln Port

r-+---- Filter Cartridge '"-t---- B"iotube" Pump Voult

Duplex Effluent Pumping System - 2nd Compartment Drawdown

Ii : ~~llj lilt: I', •

II ) I~ I~ 11'E:\1~1/1l\,1~

l"l'l:l:S I llM1::,, Cl.llll11,1'!0 l•lilf' · 1·:i11: rn·111,1111:1 ·11: > ,,11111.1i1 11"11

''•·

..... . ..

NA.Tl/£

NO-.r:c E4CY ~J'\I OF Cf-'4\18E9S M'.JST BE I E.;El INLET ANC END CAPS TO EE INSTALLcD ON EITYER ENC CHAl,BcR IN EACY TRENC~ l~SThL 4 °V: IN1P r:noN PnRT W;1 \:AP 01\J '4'"' I ll\Jn \,I Alvfn'' ()/ IAr:l I TRl/\r:J MAINTAJ\J 6 OF UNOISTLRi3EC SOIL 6ET\/1iEEN TFiEf'IChES Tf-IE lv:JlXlll!Ulv1 DE:::iTJ--' OF BED :Jll~'ACE SYALL NCT L>(CEED JC INCf-!ES N3TALL s 0 =:1FIFD PERFORATED "RcSS0RE PIP= LATCR~LS ALJ'IG TOP OF Cl-//\MBERS TJ THE MIDPOINT Oi- TJ--/E Er ... o OF Cf-f/\MEER l"J E" ~H TRENCH DRILL 3;116- N'::'rl OR FICES IN Pl='r:c AT 4-FEET SPACING ANO OR!r::-NT ORl'ICES TO SPRAY UP\~fl\KD PC/l,Jl'..ST /1\ITERIOR OF CH4\1BERS INSTALL A BALL VALVE AT TH~ END OF ThE DISTRIBUTJO~J LATERALS flCCESSIBLE FROM THt JNSPEC ON PORT -.J ALLO\~ FLUSHli\iG OF Tri= UN:::: THE V41 ./E l::i CLOSE'J -op l\ORMAL OPERAT/Of\J

CROV'vf\J FJLLD '.:;/t_/\CH TC DIV=RT SURFACC NATER

l'"'NI 12 - 24'

f-1 IC.Jr 1-Pt:::H-f1C --- lv11N ~.i1,!1 X

I R[[ or ROCKS IN [XCLSS or J lJ A METER 12

LEACH HG

11 IC 1'1-<t..'.::i_JIJ~

DISTRIEUTJON Plr='c

/

SCARI Y/Tll I rJO'TOM :iUI? ACI '8 4 DEr='TH OF 3' ANO RAKE E ,;El ..JC.Lt..(_, I ',C/L kt..PlAC lMt..N I

\JATlvE OR MPOF?J PIT ""?:JI\} 3~\f) ill/ G'A\/'LS AS \}~ cCED PER l\PECTION

PRESSURE DOSE CHAMBER TRENCH CROSS SECTION DETAIL

DOME:S11C 11£1.L

11'11 '! 111)~!111'.:lfll' I )ii II •1,111i1 ""'""'""' "' -:i:11,:;:,m1'

~) " 4 MIN.'r-:'7-Sm~H~~ "'~sUIT~BLE 3AC-<FILL CR

r-1:~- 1"~ TRENCH CROSS-SECTION FOR

SDR-.26 HDPE OR SCHED-40 PIPES 1' TS

2

4

5

6

7

8

10

2

3

4

6

7

PRESSU'lc COSED ABSORBT ON TRENCH NOTES

111 IJIMI Nc,10Nc, Al'Jll r>.J(J c,/IC Wf\J l)\I 1111 1'1 tJ\,/ lrlJIJIC All \11flJllv1lJM Al~I A lcl\::;Th, \~IDTHS A\JQ SEPPR<'\TION DISTJiNCt..S FOR If-le TRE"-JCHES EEO OR MCLNDc..C ABSCRT/01\J 1="/ElJ

TH= ABSCRFTION TRE/1JCf--IES SHALL BE EXC4 ~ 4 TED -o LEVEi GRADE Le Ii CH1l\C Ch "lv13r::-p:, WILL EE PLl\Cr:-D JN 'YE TREl'~CHES O\~R THE NII- vE '101 (;R SPI'""' 11111 M0 'lr:>T 1.-!ATIRIAI Tl JI Tf\lf\Jf;I nDTTOM Ar,,in Sil' ,/,/Al Is

SYAL" BE S~AP FIEJ 4'1J/OR PACKCJ IF S\IEARINC O~~JRS

TH= LEL\Cf-Jlf\J(; C~i'\\18£RS SH6.LL 3' JNSTALLED £\/EL NTH A MJNIMUtl COvER OJ 10 IN~ I'S NCT -'.::) [XC[[O 24 INC/ /[5 AND \JSTP.lL=D NT! I J 1/4-/NCI PERr:cORt. TED PRESSJC?r=- CJS-=? CUTI0/'0 PIPFS ~UN':; FROM Tf-IE 10° ) THE CHA/v'.F:FRS F"::JJAJ FRFSSURF r)'TRIRU-ON OVFR Tl--JF FNGTH '.JF FAC/--, TREl'.Cf-1 W LL BE MAINTAINE'J BY 3/16-INCH OR/LFJCES JR LLLC 01\ ,3-,-00T CE\JTERS ALONG Tf-lc PIPE Tf-IE ORJr=-1cES SYALL BE ORIE/, TED AT 12 '.)CLOCK

ll\J/) 'Al/~, {_,u;11 IJ /llfL, Al II) ON Ill INIJ C/IA~/I/ /(L ll\J 11'.\ I lldN(I TNO J/16 ORlc-ICES S'--//\LL BE DR LLLC Cl\ EITHER E~JO OF Tl-:E PRESS'JRL

DISTRIBUTIO'I D PE AND ORIE~TEC AT 6 0 CLOCK TJ A LOW FOR DRAl~AGE ' SPLASH FLA TE OH' ORIFl::c SHEILC SHALL E:£ ll\JSTll,LLE'J BLL0\~1 THE JRA. N ORl'ICCS ON =TllCR :-i\JJ 01 TlJ[ P~CSSURIZCIJ OISTRliJUION lAT1"4~S

vr:-R TICAL /l\l'::::;PECTION !-'ORTS SHALL BE INSTJl.Ll_=C FRCI.\ THE CFNTER PRE M~RKED HOLE ON TH£ TO" Oc '1-/E Ei'<C ChM,1acps (T!P ENJ OF EACH RO\'\.) THE POR-s MAY HA.\/£ TREADEJ c4=i::; AT GRADE

TH= ChP.lv1dcRS \/'i'ILL EE BACKFILLED NTH E>CA\/ATt_C /vl4TERIAl vOID OF ROCKS, THE BACK.Fii L MATEF: AL SHAL NOT EXr.cED 2 1/2" 01Plvtc=TER ANO ~1-/Al~ /::JC 1 1 P.lt..LJ '.J A I L!:..A'.::i I b f\}(_)--f!:_::, f'l::JUVc.. H!:.. IUI' Uf- lrl~

CHA/v'.EERS THc TOP OF THE Pl4~cc BACKFILL SHALL BE CO\IE::'.:;/c_C W1TH A I 4 Y1 r<1 er I IT R IAr:JRIC /; lvfll\Jl~/ll\A L, f)l"TI or 18rs) IS TC 81 PLA=::=o ABOvE T\-jE BACr<FIL~ -o THE SURFACE

Al INc 14 I A 11/N (),--- I 41 H N, ( f--lA\AHf-L,JL ll--,f;J / rf- IN I ONf-01--(MAl\I !-

WITH TH£ MAl,lFACTURES ll\STAL' A TION l~STRUCTIONS

TH= AB5CRFTON -'.?r=-N'.::::---fr=-S/Bt.C OR MOU\JJ MUST BE GEl'\JEQALLY MARKED AT

TH= FOUR CORNERS WITH INSPEC- ON PORTS AND/CR BURIED ?=24R TH£ F1ELDS \1US BE PR0~2T£D FKCJlv1 \/Erl CULAR ANC L ~'£STOCK TRAFFIC

TH= ABSCRFTON Ft.LO SJQLA=EC:: ~.i1L_,cf BE CROWNED TO CIVERT SURFl'>.C~ OF./ll/\.t>CE A\~rpy FROM THE 1JELD

TH= ENTlr:;'= A6SCRFTION FIELJ SURrACE MUST 3r:c R£'1EGA'A.T£D

TESTIN~ INSPEC 1,0NS ,,, J CONSTRUCTIO~ 11AN,\GEIA£1" T

ADDITICNAL GEJTECh"ICAL cVAco~TIONS AND INSPtCTIONS BY ThE ENGl~FER SY OU LO EE PEPFO::;iMEIJ OUR I\ [ INJI ,Ill ST!!,,~=::: CF CONS-:::;'JCTIOI\ TO VE?. FY A.':>S~MI' U\l:i MAIJC. f-Ck IHC. UW.':> Li~!:...JGN

ThE E\//\lU 11 TICNS ;\NO INSPr=-cnc10s MI\ y RESUl T IN \1CDIF C/' TIONS -:J T/--,E f)IS1(,{\I Tl IA T MA v Nl1 ur~r r II f) S171 R'VJSIONS AND l'OSSI r SOI pr:c=>LACE~!IE!'\JT 1\1 SELE'.:::T AREAS I r-J£EOE:J SLFFIC EJ\JT NOTJ:c TO :---JL t..\JGNC.LH. l:Jv lf--:t J'f-?CJt..~I ~//'N4._,1-R;1CJ\JIH/lC,llh' Nt..!:..LJS JO l:J!:.. MAC!:_ fl\} OPD~::;i TC SCHEDUlt. THE STE NSPECTIONS

PP/J:::;> TC CONSTRUC-ON 01 Tl-JE PcF.lvf TTEO SYSTEM Tri' ENG/NEE°" Sf-IOU~C BE CON-A.CTEO BY TH= PRCJFCT ~.\f!\JA.G:-h';1~0l\JTRA~TOR NLLl I\ AC/Al\CE -:J PPOVIOc ACECUATE TllAE TO JISCcSS THE SYST[\1 COMPONt/\TS l\llo THE CON-=<4.CTOR /l(\':: 1/'/r=-R QUESTIONS RESOLVE A\I) CON1LICT ISSUES 4\llJ ~v'---!r=-JJLE /i'\/S"LCTJOl'J SITE VISITS '3ASFO ON CONfTRlCTION rROGRE~::,

C8UN'Y REGUlATlQ'\JS REQLJRE TrlAT THE 'JCSJGN ENGINEL=<S OF RE2QPD pr=-:;i10RM SITE UIJSPECTlONS Of- Tl--/E Pt.Riv! TTED SYSTEM DURJNC ::J\J2'TRUCTION AND PPQ\/IDc "4S-BUIL T" OOCU\1EN t, TICI\ CF T~L l~JSTALlEO SYSTEM TO THE l:.JUN Y f'f-ltH 'vJ\J2;/kLlllUl'J I~ LUMJLt_/i:_ /Ht.. t_P>JGl"-Jt1-H ~hLLLU tit.. C8/'J-ACTEO ANO rJCTlclEO OF THE COl'JS12'JCTION SChEDULE

CO~J-'-<'1.CTOH SHOULD DIS::::JSS l'.:iSU£S Rt.GJiRCINC SPECl~ICATION'.::i 11\~TALLATION

AND OPE~ATIO/\ CF O\\S MECHAt\JICAL 3YSTEMS A~JO CONTROL3 NTH THE MAJ\JGf-ALILJH!:..uS Ht..I f.i[_~[_('J 411,;i:_ ANU/OH. :-JI- !:..NlJNt..!:..H

OUR JCSlm 1\NC R£COMM=No I TIONS ;\RE 311S~D lFON 11-<FCRll I TION SUPPL ED IU U.':. l:JY U/Hc..H~ 11- .'::iUbSUH.f-ACL Jf---i :::,llt.. CU\JU IJCNS A!--<;!:.. f-U1-l'\llJ JU l::ll DI FERr:-\/T FROM CCNCIT/J\JS /'S'.:L,MFO OR INDICA-cD N' SHOULD BE \IOTIFILO TO EV1\l:J/\lc /\(\IY EF'ECT :JN Tf-IE PROPOSED O\\iS 1 Tl-JE COJ~ITY E\JV1F\ONMF'\1Tll1- HEALT/--, DEPARTMEN- i\EQllc T", SYANG£', :Ji:;' MODIL/CATION', TO ThlS D£S1GI\, \i\IE SHOULD Be CONTACTED TO EVALUA'' JlN'J RESPC/\.C TO THE RFQIJEST

C:JN-"'ACTOR. SHOULD REVEW A/\ Y COl'.DITIJl\JS QI\/ TJ--!E JSSJFJ PERl.AIT AND COORDf\JA.TE V\11TH TH= ENGINE£:::> RtGARCJNG CONSTRUCTIJ\J oc THE S'rSTE~1

/J- YOU HAl/E ANv '.JJESTION OR NEr=-J PNY PCD/T/O~JAL 11\JFOR~;IATION, Plt.PSE C/\LL

<,ngle tcm1ly ~-bedroo11: home': & f "ure s1ncle c...edroom or c Lee 4'.JJ Average Oc.11) flow 1Q) = fl of people x gal/pe sen/day (avg fcv,) l\1ox Oesgn fl::i11 (Jd) = Q x 1 5 /peok1 g factor~ = gol/doy (oes gn) The :jc31i;;n flow s calcu atcd a_ folla\\s G bedroo- hou"'e eou1vcierrt 'al 2 perso s pe1 bedroo11 17er cap1to fc\\ = 75 ga/;:ierson/dc1 :)d - 6x2x75x 5 - 1350 gel/day

Tota! Po::;k Dcs1g" Flow ~ 1350 ocl/da)

Septic Tcnk Design.

'er regulc;t1011s QC = 1J50 gol/doy voiu....,,e (v) c tcnk = Qd " 1 25 = 1J5'J gal1

1day 1< 1 25 = 1688 gel Use ::>ne 1::00 gaJl::>n primary sept c tank & cne 1000 gallon ser:ir1~/aosng tonk tor t:::i cil co1-oc1ty cf 2500 ::ioJ/ons

The tonK mU'.;L have aporo,,rate occes::; openmq::; with 24· die ri:;;er'.; with 1 rls r ,_h"' s 1rfrY'A on" nnP. '( ~ ncr. 0 ss l1rl -nrl risP.r 0v"'r rl0s ng r.ramhP.r Tunk rr usl U l!o!:o;LeU uncJ lo!r re:rJ us wulerl ylil

/\ '"Ubourfoco "Cl/ nv::r;t1gat1on war; cond~ctcd by HP Ccotcch /re -re reoort nd1ccL 0 s scls con,,1st q of 1 1

12-2 feel- :i-'" opso ovErl,;1ng slty

sandy gra\el with :obb es and scat ered boi_,lde"s (\c free wcte..- wa: ""ne:oLn~""r"d 1n lhe profile pit uer:::clat10' -est1ng J-1.,s oerto 11;eu 1n 5 rest '""i::>les \\Ith s1m1lc rec:uJts The -1owesL percoat on rate 1s 26 \-1PI end the fa test was 20 MFI with "n a\eroge or 23 MPI ..J::oed f'J obso pt10~ ie/rf :lesion h exco\C( en O"O layou-1 of l:_he s f:e mpr-ovements vV ii b n.soected !Jy So~r s E"'g1neerng to confirm o:su""'p on.s :Tcde for the oro:Jcsed de"'tgn MoC1t1cahons to design based ::in add1t onal F-valuation,, '.Jlld s c z;o'lod1ons rr1a) be yer --'rmldd '.JS needed during consf-ructf.--,n

So I Ab"oobon ~ vs,_e~ Ues qn

The :::ibso~t1on "eld 1-. II ce des1g,..ed based on ut11z1rg pe,..colai1on rates for the native sols NT- pla::ed ot c ml'" mum o-l'"Cfl /:Jye,.. of select s-a..-c tc er cl ur ce lr<:uln1e I 1-1 J u J U1(fu'- ur c errluer r :c;/1ullu.iv re 1-I e~ '...It 1z1ng gr-ovellcs coch ng c::homber:::; ~he trench 0 s will be Equo Iv uosed

throu:ih nstoJled p essu tzed ::J1sf:r but10" p1p1ng

Trcul111enl lrer cf es Al surµl1or ;/r r1JlrcL Gii Areu Le:,;1'-rn 1~1erace pet:olafto re e of 2J 11nutes per irch ',tanda d r.bsorotion area eq1Jat1or. ;relds /\ (srl = rod *(t) Y,: wh2r2 /\ = t\1~0

'i f- = fimF. n rn n JfF.:-; rF.r- n~h=/' Sr-r1 Qd = "1ow (gal/dov) = 1.350 gpd

Apf:'I / '-:i11% rcducbcin tc A for gra\elles t1 enc:n chcimbers end d::isino

A( credit reduct on,, - 1J50 *(2.31 b x 0 5 - 647 SF 5

~~e 72 J ck-4 cl1urr1bt:01'- fr) 6 lrencl eo; will 12 u11 Is µer lrer c ur, IJse 60 c10-olffuserC' ch::imbers 111 6 tren:::hes v,1th '.) units f-ler trench fa :J r ito hov-17cntal 1n ltr 111F- CJurfacF- orF-o of r.pprox motely 740 ~,'

lnclu-"e a::if'ropnate ec:d co;:>s

GENERAL NOTES:

L Tl-{£ PROPOSED C1NS CESIG"J f\l\JD n=TA!LS t..~E 8( SOPRIS [f'IGlt..J££'flNC LLC

O\~S SVSTFM l\OTFS

All ~tit!. If-RIAi Al\JI IN'1 Al/All }\J 'iYAIJ (f)Nf-Oh'lv1 1) 1IAlf- Ar--JIJ }IJN1Y JNOIV1Dlftl S'=..Vi/AGE D SFOSJl.L SYSTEr;I (ISDS) REGULA-ONS

2 JT IS T~c RESPONSIB LJIY OF 'YE cnNTRt>CTCR TO CON-A.CT L TILITv LOC/'TCRS /\ND LJ'lLJIY CDfl,F:J/\NJF__, /\S NEEDLfJ 1CR flLLD o=/TJCNS OF 'JTILITIES ='R DR Tn 1:11N1TR/J('Tl()N ANn FXl:.4\/ATll,f',

3 ALI GRA ,;/-y S[\l\/[R Ll/\[S 'O DL 4' ~CR-26 OR SCI /[DLJl[ 4C p v c ;:::' F[ UNLESS NOTED OTrl=R/'/ISE ALL GRAVITY SE~\iER LINES TO BE J~JST~LlEJ 0\1 ll, 2% CPADE lll\JES lv1A v B:::: STF'='t=1=o COi/i\! a=TV\1£EN 2% r:;;uNS

4 AL' PRESSURE LINES TC BE SCrl=~v E 40 " V C CR HDPE SD'l-9 Pl Pr l1'LESS NCTE'l OThERWISE PRt_SSURE lll\t_S -o 3c INS-A LED WITH P Mll'.l~IUM 2% f;RAnr -nl\ nRAIN flA!:K \JO n11 "'."")/\ye; nR n1~-=; /'R1 Arr1P-A'il r Al ON[, PRESSJI'?= PIPE =?'JNS 11\STALL AIR VAC \/ALVES A- f-1/G/-i PCINTS

"i ALI Gf.(_A vi Y PND Pf\t..SSUf-l'l LINt.. o l::lt. BllJOt..IJ 11\ Rf AL BA' t.. ovt..~

COMFJ'>CTED TREl\Cl--:ES AND BACKFILlE:J vVITH A ~Jlr-JIML/v1 0 6 SLJJ-,AB E ON S/TC MATCRl41 CR ROAOIJAS[ \,1INl\1U~.i1 OLP- I 0' OURY or 4 L s=/l[J' LIN['.; SEPV1CE lil\ES /':) L

6 JNSTllLL A. TVl/J-\~'AY ClF4fl-J JJT 0\1 Tf-IE SEvVE~ LINE FROM THE BUI 01~-JG

ADDllO/\ll.L Cl'AN'.)UTS Jl.F<.E REQUJRE~ AT UPSTPEL\\1 GRADE 3RLAKS Al\CIOK 'v~I- I /\I [l/[RV 1 oo' 0' GRA 11-y U'\JCS

7 THc SEP-c TANK SHAL BE WATE~TICHT ANO INSTJ'>Ll=o LE\lcl ON COMPALTED EARTH TH£ TANK "!-:flLL 3t_ CERTl-IED AS l/A-LRTJGH1 BY THE \1ANUFAC-IJPE THt TANK SHALi BE TESTEJ FCR W' TERTISrlT,tSS AFTER PLACF\IE~T A'D PRIOR TO 81\Cl-<FllL f\JSTflLL i/IATERTICHT RSERS AS \}~'vESS/\Rf IJ i3Rl\C /\Ll RIQIJJR'l Af:1~1c;c; POINT'=i TO T /~ llN/c; 1111 r1 l\IAl.I GRAnl

R A SANITARY BAFFLE T[t IS ccQu RcC Gh TH[ SEPTIC TAl\K INLCT JNS/111-L /ht.. INLt..J Jt_t_ l-'LlJ\18 A.~JD 11\J 4 t-1U llJD~J 10 fllLD\i\/ t..AS'i lr0'11-'t..C JN AND MAJr0TAll'\JANCE CJF TANK Fr::;i:JM '1--j[ TAl\K RISE?.S

q rn~ ~ l'v!P SY1Tl~tl'l ,/'/' r;rr:n1v11,11~Jn Tl II INST4 I A'llN n AN (';RIN(;f; BIO-TUBE sm=rn '1AUL T FCR THE JP EX PUMP ASSEl1BL y ro BE ,,STALLED JIN THE T4\J:..< OK PUMP 3ASN 'HE r-ILTER SHOULD a· INSPEc-=c EVERT SIX MU!\JllS 1 I_ LllllJLNI llllLh SIJAlL UL M/llNJAJNLI) 41\JD vLLANLLJ YVIJLN J /_ Tt;\J'\ IS PERIJJIC/ill Y PUMPE:J OR t;S "ECCESSARv /f1.1STALL A SU/Tllf3lE EXTE/\.SION ON --IE Fil TER HANDLc IF NE=OEC FOR :-4SY ACCESS \/ RISER

0 THt_ COl,TRACTOR SHALL £1\JSURE Tf-illT THE SEY\IER L1N'S SEPT1C TANK AND RIScRS ARE ~VATERTIGhT AL l>LU\181\JG f-IXIJDFS /1f\ID ONS COlv11lONEl\JT.:; SHALi BE IN::;TALlcC A!\JC ~JP/I\ TA/NED JO PvOIC SURFACE JR GROU\10\i\IATFS' F'.?:JM Ei'\/Tt.RING ~'-IF ~YST£\1 /1ND 0 PRE VENT LE1\K1\GE F~0~1 THc S (S-'M JN-f--Dll~F Pl J~181NG Fl<TURFS Sf-JAi i Re MA \ITP.lr\JFD TJ t-1Rf-vFNT -xcFc;s 'v~A f[P 1RC/vl E!'IJ TERl'\IS Ti---1£ SE 0 TIC SVSTE/vf

Fl~LD DISTRIBUT/0"-1 & DOS/NC SYSTEM

A/11 CRENCO SYSTLlvlS EJICTUBE Oi..JPI tX PUMF ASSEMBLY :'f-1.t.Ll D~ lfJS~Li.!....LEIJ I\ THE S~CON2'1~Y Cf-1'1.~18Ef:? JL THE SLCONO l,OO'J GflLlOflJ ',L/'J1l ANK

/\ PRESS'JRF O!SCH/\RCE P/?[ /\f\10 5/CTUBE 0 'J'l1P IJOSINC I :5~Et.1i3L (

II/ AU TOMA TIC ~a~Ti!J"S AND ALARMS SYAL" 8£ 'NSTALLtC CO~APONL/\ T;;, /\I TH£ PU~AP \/AULT ASStM3L f 1"-/STPLl V/ATCRTIGH' /rlSl ic CLf1ill 1,J/ Ll UVLI\ fl__ J'vlL.__l- I Cir/', 10 LA',/lY lfJ',/'LCI A/IJL MA!'. TAIN SvSTE~/, COAAC:JO\J~VE FROM THE SLJFl.'ACE IJSF 1r1.1SlJLA-CD ACCESS 1 /OS

3 /fJS..,L\l__L QU/CI,( D SCC/IJ/\CCT Tr--IC?CASJED COUPLERS ')/\/ T/-!E PUMP DIC::Cl/ARGL LINLS LXTC\f[J DSC/ 4'GL LIN~ LP TO V\r!Ti//\ L4' Oi "!' ACCESS I /0 10 ?RO\, CE EASY PC:css FOF? \t/AIN'[NA,\JCF Or- -::----1r:c PU/vlP

'1 TH~ DUAL I LS-1/\CH PRESURRIZED TRA/\SPORT L /\CS SHALi EE /NSTL\cLEO TO DISCHARGE UFLi!c\IT TO THC' ABSORPTION FH0 ThROUCrl

5

p

7

A 1 Lb /\l ... ,1---1 i-IL/!LlcJ-1 I // 1 [_ /hi' I CG/11/\itLl:..i IU 1 Lb /P>JLH 'II__) 'v/UUAL FRESSURE 01STR/B'JT1C/\ llN~S TC EA.CH TRE/\Cf---! THE SOLID DISTl71GL TION I Jf1i/~, ( OtJNIC' TO A I/?' 1-IR/()r!A ''11 I RISSUR! DISTR1BL TIOfJ P1°E F<.G/\N /\G THE I ENGTH OF LACH TRENCH Tf---!E 1 L.5- NC/-< TEE C'J'Vll/£CT/Cf\J GN THE \1AIN/'OLO P/CJ~ SHALL EE AT 4 HIGH I LJ/P>J1 /G AL~Ull Gi-i'<'..1/1/t l__Jl-!A/\IAUC dA~r<: /(_j '--If- I U\,1/J V4'.JI I

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NO DATE REVISION

LOT A, COUNTY ROAD 109 GRAF/ELD COUNTY, CO

SABO RESIDENCE

SoPRIS ENcINEERINC, tIVIL CONSULTANT51

LIC.

ONSITE WASTEWATER SYSTEM SITE PLAN AND SYSTEM DETAILS

C02 MAIN STR ET, SU TE AJ C::/\RBO~~D1\LE CO 8 523

1,9'J) 'J4-031

DES PER CK YTN PILE NO

25254.01

SHUo1 1

25254 01 S'AEO-OW"' PL!:iNDWG 4 f4-{J6 DR PEn DATE 4-14-0G OF 1