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<br /> 'Pl � �(1 �nl 9"1.5Ss� LI&70
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<br /> SET- BACKS /0 / L 10' 17I i-ata
<br /> 3 1 /l,t s' a 1 sou-1,50, s�sr
<br /> HOUSE - System must be:
<br /> • Tank 2,‘,2: from property lines >C - SEc_ �,a g1<SL IoS-2c
<br /> -u 'L
<br /> _ 11:'3-_ 2s from wells
<br /> . c vA-L�-01-1-T- 2D from bldgs.
<br /> • -t'wiu Treatment orea =•from lakes , streams .
<br /> Treatment area zo from property lines o' NOTE: Power supply and switches must be located in a
<br /> MANHeL�S eatiWi17-'1 �'from welts weather proof enclosure outside the pumping chamber and manhole
<br /> • BgGCFlcc. 20 'from bldgs.
<br /> i- -, _ .L 'from trees SOIL BORING ELEVATIONS
<br /> t , r _i.. Iy -1I
<br /> I (T I
<br /> L- ftt1 N-� �r 2i�min.
<br /> sr- 1 = a „ H TH. I EL.--/QS--J,
<br /> Jo1.o sce4.- .sd
<br /> I da.s •y1 _ 010 TH�2 EL. roo-c'
<br /> 7-------- Tank •� 4 D crude y
<br /> Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH"3 E L.-3�.7
<br /> Drop to Tank Ht TH"4 EL-90
<br /> . Min. into 8' 4 5 EL.-.9__%,,J,
<br /> �-Pumping 5Q-T1
<br /> Max.Into 4' -4- P -VA 1.aY•••S SN+t1/4LLot3J Chamber ELEVATION at PROPOSED PUMPING
<br /> 4 to 6 dia.pipe s-ci)-t1�_-Sf? s - A Q4i-Cadt E_
<br /> • CHAMBER- `7'4.ok,�- -1-.tw:,ni.o
<br /> 'p..1 rvt P 4'r 'tom$.L L C4)' -_S D 1 L- •- LT-q,a F .i.i}+y 1"'' �
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<br /> SYSTEM DESIGN -MOUND 70,Q- - _ ,r „ , , - a,...5.e
<br /> TYPE—. .._, BEDROOM , Average percolation rote 44,6minhinch (design.83 sq.ft treatment area per gal. of daily sewage flow) — --- — — ---=
<br /> . (00 D gal./day x.83sq.ft/gal. L 1 sq.ft.of treatment area 410% = •U')sq.ft. ( - 10ft.width=s� ft.length of bed area+side slope run ..to I x.2 height= 'I_ftx�a ft.lawn•area needed)
<br /> Clean rock needed— SLI') sq.ft.treatment area x/-0 SI depth of rack=S1 - cu.ft=27=....;. 1 cuyds(3/4'io 21/2'dia. ,includes 2"of rock above pipe)
<br /> - Clean sand fill below rock needed )oscu.yds. approx. , sandy loom bock fill a`" cu.yds.approx., topsoil 6" (.:,S W.yd. A vim. S�1-,� oQ �
<br /> l � -r - / . ? •'/
<br /> ( �� Flo -(b. Aon_ •a,0`10 So. - o4so.m-__f9.c _tg� �� SI.oPr- f)c ci-L�fo.-scS
<br /> Number of tanks required *. , 1st tank /0000. ,2nd tank/00Ogal.rink-nuns PLUS Pia+ro?”...tl.. c-1 �awI-VC
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<br /> Pumping chamber capacity- 25% of daily sewage flow of .—;=gal.=1�(Lgal+reserve storage of 15 0 gri ./131; -- gal.+pipe bock dronoge—
<br /> PROPERTY OF: SAc\L -N Ate/ �,
<br /> of 1 cte gal./100 iin.ft.of.3T"dia. supply pipe, lin.ft.needed , ') gal.►manifold 1 Vgd./IOO Iinft of "dia.pipe,iin.ft needed '.-7 , 7 gal. .a p 4 S \A./ _-\•2,s----z- H 1 tu_s � ) .
<br /> total capacity needed.T7 gal.(plus area for pump) u5r rn,r. /o00 oual.ca*e, C o)-\o M 1-1 ,-),-)-0 • G(.) .
<br /> Distribution pipe I li; "da. , 1 tin.ft., 1/{-4 "dia. perforations 'a-. "apart _
<br /> Pump size1_ hp. (pumpable capacity/S gal. 4 cycles/day) u .-- l ' t--1e-to o t?¢ S ,, o kr--NLA t U•G 1-4 d 90,1 I hi 1 n. $-P TEST/NG /
<br /> • Note : When constructing bed .7* , this area should be shaped Note: Distance from treatment orea to neighboring wells— C.
<br /> - , Designed By• —�
<br /> to divert run-off from entering treatment area. L,�•�-�1 -- D1 '
<br /> -1. as Dote- .2/3.2/g3 ,
<br /> PH. 612-497-'
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