HomeMy WebLinkAboutEngineer's OWTS Design Plan\., -s I I
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Existing Well 64.64',
',l00' Well setback 76.25',
Building Envelope
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Proposed Drive
36.33',
z Sanitary cleanout
aart'1000 gal. Septic Tank with
baffle, Min. 5'from building.O.)v-/\
..vifi^(4/34.16'
Polylok Distribution Box W Baffles
and 2 dis$bution pipes 2" -OAE
lnfiltrator trench 9 units long
3'x5'each = 45' total length
Perc2
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--!access easement //
long
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lnfiltrator trench 9 units
3'x5'each = 45' total length\\
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\...--. Noir-exclusive
access easement
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Jim Lord
3257 CR 237 , Garfield
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Site Plan
and OWTS Design
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Site Location:
1 "=2000'
0 30
HORIZONTAL GRAPHIC SCALE IN FEET
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30
1 INCH = 30 FEET
60
Lord house - HarvevGap
l'rrlrr I.'ili C \&lobfa6$Jrm Lodtgdbr c.rqbedq
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'1000 gql. mn.- Corcolc
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Jim Lord
3257 CR 237, Garfield
Slxa.t'l irli'
Site Plan
and OWTS Design
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Tlris Onsite Wctewoter freolnrent System is rJe::rgneci to serve o sirrgle fcrrr ily resirJence
witlr 2 berJroorns being c1,'proxirrrcrtely 1200 s.f. of lirrirrg i:reo.
{c6qrrding to Grrrliel,J Cor-rrrty regulctions; fr>r dr::;irJn overoge wo:;le llcrw lire r:olcuiotiorrs
r-itilize tht: folloyyillg; .) bedroomi with 2 per:jon:; per bet.lroorr ,,tl'/1qpd/per,,ion.Double Cledn-Oul d Renovable Caps
orbi4i6clional nye
'llr ere f ore:
Sewcrge Flow.
4 persorr:; X 75,.51t,J/ persorr =.1()O r,;tr.'cl
Avercqr: l)cily Woster F-lcw = 300 gpd
Desrgn I-),:rily Wo-.;l.e Fiow = 1.0;< Averoge [)crily Wostt: Flow;
l.(.t x 300 gtrcl ,= .100 g1:,J
Mirrirrturn r"et;omrnendecl c()n(retc r;eptic lunl< size = 1{.X)(.) <;ollrlrr:,
Finish Grada
Cottc. Cover (Typ)
. 20"O Riser Seclions (Typ)
4" Schlq Sawt Pip
fo Dislnbulion bof
lmh. StoN . 214)
Percol,:tiorr tt-;:;tin9 wcrs perforrnecl by Bell (lonsrrltinr;, l.L.(,. Re:;ull:, 9f per r;rilstir-,rr te:.;ting
we-'I e rJ:i fr.rllc:ws:4" Sch40
piry to
colledion
syslem
F)err--olritiorr Rcte l. 38 rnin ,/ in
Ferr-olr-ttir;n Rcrt.: 2: 1i).5 r-nin / in
l-'err.;olction Rr.lte J: 4(-\ ntin / irt
L-i:;e c F'err-ol ct tiorr flrtte.= 40 tltn,/ in
4" Sch40 Sewer Pip
(min. Slope .2961
fhc rerquirer,l qrb:lt)rF,tirlrr ore(:]
L-r::;irrg lire follc;wirr,-1 ferrnulcr.
7\ = ([)er.;ir.;r't flow /!1) x
(A) f,>r c n()rrlr!ii 11r'trv€l tyf-rr: lecrch orec r::i,...rLlr,L-rlct te<i
!,cq.rr.rot of (Ave. pc.v.;1j111 ijorl Rrlte)
of 40
4" C|. 6 B€dding
Compact gase b
95/o Modifod Prabr Densily
Il']eref()r(:r, A=. lQil, x liq rortt
5
A JB{) sf
Gr.rrfielrl Oourr ly rlllow:,; (r rrrrlxinrLrril reducli(.)n of .-i0% r:f the rr,.rlrrire(l lL.(.1(tlrirrr.; orer-r fr,rr
.,) ilr{lvelcl'i:j tyJrer rie:iqn in c frr:nt:h r;ortfiqur<-rtion onrl rttcrxirrrrrrr, 'tO'2" reclr.rr;tirlrr l'r.rr rJ
flrllJ,.:r>rrliclr.rririion l.l-ris i:; cr lrrlnr:lr lorii<lrrrotir.;n,
Tlrere:f crrc tlre r eclurr e(l AreC ,= .')80 :;f .r 0 7 = 26it ;f
Reclt.iiret.l number- rtt LJio- clif luse-.r Units - lt-t'.s / llt - lB urtiis
ll're lectclr irenche:;:;lrcLll be 2 rows, -u unit:; loncl for a lc){oi ol lB urril:;.
M l t UlLtr-f1.. i |,.rr r z o 11191, :> st|l o c L<,:i,.
Leo<;hfielij 5etbock frorrr \n/ell:;
llt:ptir.. tr;rrk :jelbock i'roirr well::,.
5ctlror:l< frOnr Rir.,er or liv€l :,;tr(-r(-ll]l
5,>eit..rot.l.. fr9r.n [)ry (]Lrlcir.
100 rr
5(l ft
5r) fr')i: tl Sldndard G/avelless
chambet pe{ d€sign
RIC
fhe crirove t1e:;ir;rrec1 OWI5 sircll l;e instr:llerrl
sotisfyin<1 crll rnininrunt s;etb(tt-l<:; cnd alesiqn
st,.rrrciLrrds os'; descr it-red by Cirrf ielcj C)rtur.rty
Plortnirrg Dept.. OWTI'i reqt,rlttticrrrs rtrrr-l or..cordincl
to oll rn,lnt.rf r.rcturer:; sue{tifi(jetirrns lntj
r fj(-(Jr rrfnenrlc t iorr 5
J.
I Residenr--e rJi.rrlr:stii; woter is.;
existirrc.; well ,.)rl :jite.
:;elveci b y rrn Slub Pipa 12" lnlo Chamber
(rYP.)
))2E"
Ixis;linq1 C.onciitiorrs, LJorrrrdor y infornrtLtiorr or'rc]
prr't:po..;e<.1 re:ri(lerrr-,e.r l,tccrtion Irr ovirlerl lty owner
2'Sch40 Pipe (min.
Slope.241
L
4" PVC lnspction Pon
lnstall in lrflgation Valve gox and @ver with 6" of gravel mal€rial.
4" Notch to b€ Cut lnto Eoltom of Pipe.
(Locations as p€r Sib Plan)
Siodilfiiser Sbndad Units (OAE)
ShaI be 6 TBnchas x 7 Unils Long
br a Tolal of 42 Unils (ot equivalent length unils)
2" -9O" Elbow (fyp.)
Finish Ground
Eackfill wrlh Excavaled Soils Stub 2" Sewel Pip€
12" inlo gralelless Unit.
4" Sch40 Seter Pip
From Septic fank
(2% min. Slop)
(See lnliltrdtor installalion instruclions)
NOTE.. |HIS DEHCTS TYPEAL
lNSTALL OF LEACH FIELA ACTUAL
CO NF IG U RA TION AN D N UMEER S
TO 8E SASED ON PIAN''.- ?
Polylok Dislribution Box OAE
w/ gaile, Bed ot 6" C/. 6 Base Cource
Compact Base to 95% Modilfed Proclor.
Scaify Excavaled Leaching Suia@ (Ke€p Heavy
Equipn ent Out of Excavald Arca). Enlie Leaching
Bed Sutface lo be Level l/ylhin 0.1 feet.
2" of Class 6 pad base or washad
rock lighlly com@cted to stabilize
Unils. Scarily suiace.
lrrl. o2l15/?51 liy | ( h((l'cil llvnb ?77 Lord house -HarveyGap
l'r,,i.tt t.il(. C \Bc.pbtuSim LdLddbr ddqlEdq
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