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-- f)-3 _ <br /> qt .-1 :! SS <br /> ,+� Jo',�SS racy- Quo - _ • <br /> .),1, • lis <br /> •_._ 4, e <br /> I4. _ 3.0- f;`:- 3 ".8_ . <br /> - lo9 i.n's -.;> •0tom . <br /> ?LAO vN' -,"/ <br /> SET- BACKS 1` - ' Y 10' 'k a0 ) - 1 <br /> HOUSE System must be: <br /> Tank ao' from property fines - X - S -(es ) i C-)}\S1'--k-• W N4-fl-'r . <br /> 52.. from wells _ <br /> 22 from bldgs. • <br /> ivg Treatment oreo —1 from lakes, 5, '4 <br /> Treatment oreo 7o from properly Cines , . NOTE`Power supply°nil switches must be located in a <br /> w•p. p..nA„►,s weather proof endosxe outside the pumping chamber and manhole <br /> ' rallr�s�N ..�zo� - Joo from wells soy <br /> tBac>'F,c� •>•+�:►, from bldgs.ii <br /> �1 1s2 from trees ��}} SOIL BORING ELEVATIONS <br /> i .-_ II- t <br /> f.. I THIII EL,-95.7- <br /> . . i-- I ,— "d_a.supply 12 t, TH.�2 EL.-%- <br /> / ' ! t grade�% <br /> Tank r Tank - �S - TH."3 EL.93•b <br /> Drop to Tank q <br /> PRESSURE DISTRIBUTION MOUND SYSTEM TI;"4 EL- <br /> • it <br /> Min.I"io B' - .'Pumping - TH75 EL- <br /> Mox.l"to4' 4.- Y-•-•c:=: .-F-> -VAIAY-s- S!-\'A`-�:-O J Chamber ELEVATIOV at PROPOSED PUMPING <br /> ,� .� CHAVBER-Joo•°6�0 4�w�P <br /> 4 l0 6 dia,pipe 91.0 <br /> SYSTEM DESIGN -MOUND <br /> - <br /> . . - TYPE-1.,a_.BEDROOM , Average percolation rate at min./inch (design.83sq_ft treatment area per gal.of daily sewage flaw) <br /> • O0 gal./day x.83sq-ft/gal.a. sq_ft.of treatment oreo 410%_,S'-17 sq.f1. ( - IOf t width=5-C ft.Iength of bed area--side slope rut_.to 1 x—�help:: '4 ftx L. f t.lawn-area needed.) <br /> Clean rock needed- '`I')_sq.ft.treatment area x /•O' depth of rock= 5`l')wit=27= k) cuyds.(3/4'10 2 Vfda.,includes 2"of rock above pipe) ttao . Srt�.-3;) -a'-{t-1- 1.s ' <br /> _G_o_AYJs loom bock fill -- w. o topsoil 6 S—cv ._ �1-'M_—p..-so ft'zp so., -e. -{oQso,}- )0 ce_ G,_vi ,s <br /> c�J AS Clean sand fill bylaw rock needed O cuyds. opprox. , sor�dY Y� PProx , P • . .► ."moos f = •Cti'` f1r" -) <br /> Number of tanks required a 1st tank C2 Q got. ,2nd tank.�0golminir uns all s ?am QtNt,, 4:1-1-Amp -9— <br /> . Humping chamber capacity- 25% of doily sewage Boa of C.*o b gol.=f D gal+reserve storage of 15 O gz:1/B1:0000(o00 got..+pipe bock drainage- -S y Y''' '('' "- <br /> PROPERTY Or= <br /> of_I_�gal.MO supply pipe, lin.ftneeded -7� , 1` - _got.+manifold Ice gal/100 �mdia.pipe,fallneeded 1 , 1- gal 11 0 1 W\\,\.. n "- lr-" '- <br /> ' total capacity needed 1lv0 gal.(plus area for pump) use r►,„n. /0:3 a cal.cap_ C)NZ-0 --O 1'e. , 1-15'5.` • 60 <br /> Distribution pipe Ill -dia., ls"I lin.ft_, 119 'dia. perforations 3 "opori <br /> Pump size 1)2hp. (pumpoble copocity )Colo got. 4 cycles/day) J-1 S ---c) <br /> 19 H yo P���s '�� N - 0 - - • S^P TSS T6VG / . <br /> Notes When constructing bed , this oreo shoub be shaped Note: Distance from treatment oreo to neighboring welts— � Designed 9y e <br /> 1..-a ��� - - -111 /00/ _ A n7_-k566 <br />