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<br /> 3.5 •-•- I'of rc7) 4.1
<br /> SET- BACKS l< t 1 . if io' as
<br /> • - - - - - . HOUSE . . . • System must be.•• -
<br /> Tonk �52� from property lines• X- S E�-(>Q tz,�Sl'4L- v-)is . - - - _ - - - - -
<br /> W P‘ y.- -_cn-.T • ' •. from wells .
<br /> 2. from bldgs.
<br /> -14,4 . ..- • •. -Treatment oreo =1 from lakes, streams _ .
<br /> Treotment area from property lines - - NOTE Power supply and switches must be located in a
<br /> MA>JNoLLs " weather proof enclosure outside the pumping chamber and manhole
<br /> rhiAx.134LCF;tL ,from wells
<br /> • �'f rom bldgs.
<br /> 1- -, .• from trees SOIL BORING ELEVATIONS
<br /> I r _ y-• 1• IMI
<br /> 3�min. • -I- THA'iEL,-2. ' '-)fl{ .- q' -,
<br /> `� • "da.supply
<br /> grade >c %TH`tEL.39_.1
<br /> 7-- Tank
<br /> Tonk PRESSURE DISTRIBUTION MOUND SYSTEM TH"REL-1 '
<br /> Drop to Tonk. I ; THI'►0EL-35i1.3
<br /> Min. I"to B' IL Pumping TH71 t EL.-3.1,3
<br /> MO X.I"10 4' ' �� ? 'Ilk 1-1V-C, `._Oce) Chamber ELEVATION of PROPOSED PUMPING
<br /> .1 (to 6"dia.pipe CHAMBER- 92.n
<br /> wo Yc,'S4 , 4c1.�5E-. )0o•0
<br /> SYSTEM DESIGN -MOUND
<br /> I. TYPE-. , BEDROOM , Average percolation rate I3..11-min./inch (design.83 sq.ft treatment oreo per got. of daily sewage flow)
<br /> ...). -c) gol./day x.83sq.ft/gal- L-aZ L. sq.ft.of treatment area +10%=1•1`141-1 sq.ft. (= 10ft.width=..42.5(1._ft.length of bed area+side slope run.9.-to I x. .L height= _9.1-ftx.L.1_ft lawn.area needed)
<br /> Clean rock needed- (o`*'`1 sq.ft.treatment oreo x 1•o� depth of rock:')I`r cu.ft=27=a') a.yds(3/4'10 21/2'dia. ,includes 2"of rock above pipe)
<br /> I: Clean sand fill below rock needed ac,a cu.yds. opprox. , sondy loom bock fill So cu.ydsapprox., topsoil 6 un cu.yd. Avg• 513,rL.o o�N 1; -
<br /> l' Number of tanks required 3—, Ist ionic/ovogol. ,2nd tank 4,L, ' gal.mirwn ns ?Lt.).- FL:•11PS0v c•-N 14•,1cC V- •
<br /> ..?• .....-t,\ E,_
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<br /> i Pumpng chamber copocity- 25% of doily sewage flow of n11.2731 =i'-'51 gar•+reserve storage 0)=t/bedroom= 7n got.+pipe bock dronoge—
<br /> i of-1 gal./1001in.ft.of_2_11dio. supply pipe, lin.ft.needed ISO , �_gol i manifold 14/gal./1001inft of a "dio.pipe,ItIft needed ') PROPERTY OF: To 1-4 N M L40�t �•. , 07 .gal. - -r Li -?.,1_0(...r,. 1
<br /> totol capacity needed 9 G-''? gal.(plus area for pump) u F +,,,r._1,3.,cE) c ►-c..,‘0.. (.vD0014 t.0 Deo t•• D 111 h
<br /> Distribution pipe I r'a`dio. , 19I - lin.ft, 11L �dia. perforations - "apart t} Gv • �'�' Y1
<br /> Pump size l I z hP• (pumpoble cxtpocity d t 7 gal. 4,yctes/day) ' 5 - 4 1 N o p Sz E SS 9 :,,4-t.1,--,..---$-P TESTING /
<br /> Note : When constructing bed '7 , this oreo should be shaped Note: D,stonce from treatment oreo to neighboring wells— �
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<br /> to divert run-off from entering treotment oreo. E►?"te->z- '"1" ArLI I Dc) r Designed y
<br /> _ Dote.,g/,s/yam , PH. 612-497-3566
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