HomeMy WebLinkAboutSystem Design PlanGRAPTTTC
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;1 CJ\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 1 Q) = 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 gal 11day 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 1 112-2 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 C 1NS 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 L 1N'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