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<br /> "PLA-5-k V1 43 ?J SA� c, v ...-___--_//
<br /> SET- BACKS /car �
<br /> I, 10' , /4.�
<br /> HOUSE System must be:
<br /> Tank 2 t from property lines x- SP-(--f t c::,)--a -Sr-'\-- (-0\•c)<µ
<br /> .2.i_ from wells .
<br /> 2 from b!dgs. '
<br /> ,E.-, ,.,, ti 1)-A -Noe--� nt, Treatment area frcrn lakes , = streams NOTE:Power supply and switches must be located in a
<br /> '-° - ..�E..- Treatment area 20 from propertylines
<br /> weather proof enclosure outside the pumping chamber and manhole
<br /> M4t-1 F}owS n+.in ti?.' 1S from wells
<br /> [34GCF,Lt_
<br /> ?(:from b!dgs.
<br /> ' 12 ,from trees �I SOIL BORING ELEVATIONS
<br /> (i ! : I !-F-1L; I. t . IP- ��
<br /> Fr) x min. I 1, j-L
<br /> >.l ,t TH"i EL.-9,4.4. err-G)5s s
<br /> 30 �, { dia.s Tt TH -2 n '1424 4
<br /> � , grade_._.:._-.*/0 ,.
<br /> Tante �1 Tank ::1 - ')o — TH. 3 EL.95sQ
<br /> PRESSURE DISTRIBUTION MOUND SYSTEM
<br /> Drop to Tank Ii TH.-4 EL- G3
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<br /> Min. 1"io 81 Pumping TH.-5 EL.-'
<br /> Max.!"to41 4- P --(A).-1`-S laA\._k_ouJ ChamberELEVATION at PROPOSED PUMPING
<br /> -47 l0 6"dia.pipe
<br /> CHAMBER- 99K.Vtsev -•,
<br /> -Fu. P -19c.D
<br /> . o-Yo -1-0-7 .0. _-_ -‘3�F- -'m .)
<br /> SYSTEM DESIGN -MOUND )1 Le,-,-,v--•71- hoo•- -9Yo 0
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<br /> TYPE-1 LI BEDROOM Averagepercolation rate 3S• t min./inch (des design treatment area -
<br /> -, — , 9 � per gal, of daily sewage flow) ,
<br /> . oo gal./day x.83sq.ft/gal. L-41 c-' sq.ft.of treatment area +10% =5 L.42 sq.ft. (- 10ft.width::_t_.5,.t ft.length of bed area+side slope run Lto 1 x..11...31..-). height= 1 ft.x `L2 ft.lawn.area needed)
<br /> Clean rock needed- s`- ) sq.f t.treatment area x /"Ldepth of rock=S')4 cu.ft=27= :-') cu.yds.(3/4"to 2I/f dia. ,includes 2"of rock above pipe)
<br /> - Cv� Cleon sand fill below rock needed a'7D cu.yds. approx. , sandy loam back fill _cw.yds.approx., topsoil 6"�cu.yd. AVS- 5BN: pS-3?-1.-\4 • a•D
<br /> ((��cv�i-���—So..Aoo_>.o�o -Co_-`o?s.o Eos_►gR� t.��S.�o� 'r<cD c�z)
<br /> Number of tanks required , 1st tank /oov gal. , 2nd tenk/Bov gal.mirmms Pt�1s 4•amP1Nt, �1�� peg- v1y�� SA'S
<br /> Pumping chamber capacity- 25% of daily sewage flaw of Gov gat.= WSJ gal.+reserve storage of 15()gel]./B1 a_• gal.+pipe back drainage—
<br /> PROPERTY C=: I\I SCE22iF-rF Har;�E�i+_t,z
<br /> of 1 igal./I001in.ft.of dia. supply pipe, lin.ft.needed '.) C) , J _gal.4 manifold )Y'gal./100lin.ft of dia.pipe,In.ftneeded ') , "— gal. d- ,SZwoK.. WA-e .--fow -c)
<br /> total capacity needed Lsgal.(plus area for pump) ugh mm. Joe() gal.caP. v-oGo� J ooso r-/s1-1y {11-1 Du.
<br /> Distribution pipe.Z_ :dia. , l5' lin.ft., /"-$ -dio. perforations ;z[ "apart
<br /> Pump size �/a hp. (pumpoble capacity/1.a gal. 4cycles/day) J..1se:o f r He—Poo PwEs.s .D.D,SeygQ-�,'E Li C s0+11 hat n,_ I S-P TEST/NG INC.
<br /> Note : When constructing bed , tnis area should be shaped Note: Distance from treatment area to neighb7ing w^tis— i� Designed By: /� •.i
<br /> to divert run-off from entering treatment area. Lm- 3�-c ._ —c 104' ; Dote:t PA)/2.k.., PH. 612-497-3566
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