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<br /> SET- BACKS 1. - ` . 1 10 ,k A 1
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<br /> HOUSE System must be: •,
<br /> Tank moo' from property ries • X - SFtst'i r-)‘...1 ..eiStd'-. wNb-
<br /> sfl' from w4lts
<br /> 22 from bldgs.
<br /> L.
<br /> itri Treatment area =.from takes, -1 streams
<br /> Treatment area .122 from
<br /> property lines NdlEt Pyr supply and sv�nlches mst be located in a
<br /> riplve ? u0• ?%.4- • Lal'from we s�`fii"' weather proof enclosure outside the puriping chamber and manhole
<br /> 6At eALt-12.+,.A. all 2-'from bldgs.
<br /> 3Um- L'from treesy SOIL. BORING- :ELEVATIONS
<br /> Wait.
<br /> t(—y l
<br /> m'n- TH."I EL.=.lL2 '1' 'r IP,-1 aro,.to
<br /> — . �rd1a. 9rode r..)r..) %TH.`2EL.-11�. } -0,4"?..At- 1 au, -
<br /> -fo.'‘/A\- si4f,t... 31/ Tank Tonk 31 5 PRESSURE
<br /> � t - K3A- taa,3
<br /> \_.} ..‘ .., y`,viA. ;,;..5S �� MOUND SYSTEM
<br /> Drop to Tank /aSJ9! t<s v.,,t Ht TH,74 EL-
<br /> win.i"io
<br /> &Eis1‘.......pun.yping• ITC5 EL,
<br /> Mox.i"to 4' ' Y--c4 -C' AY-s ‘-‘'Av:-ocsJ Chamber 1 . (.9.3..! ELEVATION of PROPOSED R,JMPWG
<br /> .•4
<br /> .�106"dra. CHAMBER-93•Sv� erg.,'>, , X4.0
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<br /> SYSTEM DESIGN -MOUND o co 01-3 i.4-'1 - SQ S= 5 Vs='s � -(0'4 0 `• 'i " e€3).'.4.-,
<br /> TYPE,-_ ,-...5...QOM, Awoge percobfon rote 40.0 minfinch(design.83sgft treatment area per got of daply sewogr.flaw) AJ;.
<br /> ' gd./doy x.83sgft/gd. sq.ft.of treatment area+10%.= --sq ft. (•10ftwtdth=. .ft.tength of bed area Pside slope run.�..kr t x41.4 he'll:: `i 0 ftx a ftbbmarea needed?Nei
<br /> aeon rock needed- sq.fl,i4•eotrnc t ores xZ2_depth of rock= L cu.ft 4-27= cu.yds(3/4'to 2 VI da..,i eludes 2"of rock above pipe) tat.ye.. sata-z) v •et-c\.� ) 4U-,
<br /> " ii t�>✓1r_cs.�.fis_s2:.'AO -fo -foV,on., - - ”.5d G+3.K�fS
<br /> -��� Clean fry beto>ir rock needed a a0 cc�yds. approx. , sir ban back f� �� aryls,appcoa.:, topsol 6 Qu.yd:-�° "
<br /> WASNko • - --1 `o i =:Y1f11 -)
<br /> Number of tanks required_3—, 1st hamlet z c2 got,2nd iciatt galniainira ails m e•?--
<br /> Puirtp7ng chamber copocity-2570 of daily sewage flow of.X50 got,=t. gd+reserve stroge of .15 0ga l/BR got. pipe bock drainage-- PROPERTY OF: V-1144 G 1L 'S--
<br /> of• 1` .got./10Obit.of .dm supply pipe, im.ft needed 3 to S- , �gol+manifold._/1. 91/10051.ft of D•rda.pipe,f:lftneeded 7, ?gal. ,410 D liu -s, .c.o,, : ; •-'v,
<br /> total c4pocity neededaro gd(Plus area for PSP) is'e-rnr». l a.. () w+l,c t f. OV-03-- 0 IVA it 1 . c o.
<br /> Distribution pipeI dla., 1't6 to ft, tom`' -+da. PerforationsZoport
<br /> Pump size }L hp. (pumpoble copocity a Io got.4kyles/day) . Co t ! . •o -r- �,,,,s . ‘415,,,,,, ____ 4,2 gat) tnt». • + $—p • EST/NG /NC
<br /> Note: When constructingbed -- this area shout;t be shaped Note: Distonce from treatment oreo to neighboring welts- I ; d g s. !_ --.-..:-.�
<br /> + t Designed y
<br /> to divert ran-off from entering' treatment area. !.1•'4- l -'S k-" i00 ' /
<br /> Dote=.fie%/ , PH. 612-497-3566
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