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<br /> SCI - / ��G F" mfr �G1,;,C. , _
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<br /> PSA)--I \/\ - -- --_ — �'2i ,
<br /> SET- BACKS � _ lo' 4ao '
<br /> HOUSE . System must be c . .
<br /> Tank a OI from property fines X. - S�-Z Sl o l� P. �czl�i\__- W\QS�� -
<br /> `?s from watts
<br /> • 2,0 from b'dos.
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<br /> . , '`:ii _ _ _ _ T ea ment area — frern lakes , __ streams ,
<br /> Trectmerrt area �a' frcm property tires NOTE:�` Fpy and wit hes must be loco ed in a
<br /> �^�^.s��eL -S mAx.te'-t�'" ') 'from we'!s weather proof endosze outside the pumping chamber and mont.ole
<br /> . EAGCFict.. wb , �r
<br /> ram b,_9 s.
<br /> _ t— -,!�` In from trees L 14 SOIL BORING ELEVATIONS
<br /> ' II --->I-- ! n t� II 11
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<br /> rZ., min. ( 1
<br /> rr . . — TH. I EL.----0 .3 -r\-N-'(0--,ter, !
<br /> I- ! '— 1. /-!--..d.o.s�� y P grade_�% TH.-2 EL. --, 4:)--, 4:). 4� S •
<br /> Tank Tank TH'3 EL.- L't
<br /> Drop to Tank l PRESSURE DISTRIBUTION MOUND SYSTEM T 1-i.-4 EL.- i' .3
<br /> Min. I"to 8' 1 Pumping TH.5 EL.-`7')L� •
<br /> 4.
<br /> Mox.l��to4� �F P ��,?-1�S S\A'A\--\--e(3-) Chomber ELEVATION at PROPOSED PUMP;NG
<br /> . 4"to 6��(Jia.pipe CHAMBER- 9'1O-0
<br /> - ? ?-o.x�tDP of \-\E- X90
<br /> SYSTEM DESIGN -MOUND_
<br /> I 5 1/4-P-13 - 1ISA -0
<br /> TYPE-.. , .. . BEDROOM , Averoge percolation rate 1°t min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) ,
<br /> �Oflgal./day x.83sq.ft/gal. yCIc1 sq.ft.of treatment area +10% = Sy')sq-.ft. (.= 10ft.width=SS—ft.length of bed area+side slope run.to I x3;``height= �I A ft x ` ft.lawn.area nec.1ed)
<br /> Clean rock needed- 5y'),sq.ft.treatment area x /c ' depth of rock= ..'")'--, .cu.ft=27= I cu.yds.(3/4"to 21/'f dia. ,includes 2"of rock above pipe)
<br /> Clean sand fill below rock needed A A.S---cu.yds. approx. , sandy loam bock fill AS a.yds.approx., topsoil 6" Co`d cu.yd. Poe-. S-r=N-z-_:. of-tea - /- `6 .
<br /> ���_ :C Fao �o;� -ro -r'oesc�� � ‘v
<br /> gc-c,���� s`�s��1_4 ��TT�;
<br /> Number of tanks required , 1st took/0 0o gol. , 2nd tank/oo 0 gal.minrnuns Pw Pu»,?\�1 L. e..-‘1 .--1-C„—
<br /> Pumping chamber copocity- 25% of daily sewage flaw of-. 0 gal.=./.5-0 gal.+reserve storage of 150 raa 1/BF ..l._._C) got.+pipe bock drainoge— PROPERTY OF: - - '
<br /> of o gal./1001in.ft.of I 97.1dia. supply pipe, lin.ft.needed �C , 0 gal.+ manifold ) 'gat./1001in.ft of 01 "dia.pipe,tn.ft.needed. '). , .. gal. LoT / C_L`(.- fox a
<br /> total capacity needed_ '15-Gj gal.(plus area for pump) u�t_ n„r,, / G ctc.,I,c..f_ G v.k.)1 () 1-'\)-\ 4V:-1-k,--i . (1;-
<br /> Distribution pipe I/.`dia. , Lrel Iin.ft., /Al"dia. perforations ,"opor1
<br /> Pump size 11..2...hp. (pum e capacity 5, gal. 4`� l /day a ) u��, 1'7 ' N ,no c= •4•._ _._,, N-.y�1-kA-~ � L-1 o;tick l vr, \ r\ , r
<br /> �°bt �° �' 1 y � � S-P TEST/NG / ..
<br /> Note : When constructingbed this area should be shaped Note: Distonce from treatment ores to neighboring welts-
<br /> 9 9 L
<br /> Designed By:/� �• �''
<br /> to divert run-off from entering treatment area. 1=Y� '�� Z `� )On 1
<br /> i Dote.n/'�.n , PH. 612-497-3566
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