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<br /> 3,a. F.,..‘.: Icc. SS
<br /> 'RFU?-�. V\ ) I. . s o - c=1.:1.0 '
<br /> SET- BACKS / !o' /
<br /> + +--
<br /> 1
<br /> HOUSE System must be:
<br /> ' . Tank 20' from property lines X. - S ..L-(l r� ....1 t''*•,e'-4‘_ u..)lTD-c-k= .
<br /> LI\-\_._ • f A,� •,-r 2.c...' from wells .
<br /> !.U1 \...4 -01 T Z� from bldgs.
<br /> "Ilii
<br /> Treatment area ='from lakes , streams
<br /> Treatment area ' from property lines NOTE:Power supply and switches must be located in a
<br /> ' •' from wells
<br /> weather proof enclosure outside the pumping chamber and manhole
<br /> MA-1.1I4oLEs n+,n ►?
<br /> C3AGer)L - a 0 'from bldgs.
<br /> t— —I Ai.. L' from trees SOIL BORING ELEVATIONS
<br /> r-I t —I . . Ir-
<br /> 14 min. --
<br /> rJ a - THAI EL.— �,t
<br /> I- — 1 "da.sum; be TH."2 EL.-'-
<br /> I - S _ , grade �!
<br /> Tank Tank TH."3 El...- ,':--.
<br /> ..IA 4
<br /> D-cp to Tank. ( i PRESS!RE DISTRIBUTION MOUND SYSTEM T H. 4 EL.-
<br /> .
<br /> 1 1
<br /> Min. I"to 31 1 I �•
<br /> —pumping THa 5 EL-,
<br /> '
<br /> 1:%X.l to4 G:� , ' Y� rJ 1.`.'ALx-c �l Chamber EI_^` ATi0N at PROPOSED ",;IMP1 G
<br /> 4"10 6 dia.pipes =:-1-1WL -11,:'Y, k-/IAL, <. `•s4;: CHAMBER- - 1-� , 4->~:, _ _ II,
<br /> 1='YC i-1 1-. G /' u -1.a r: C-1-1-=-! - - _l,Y-O'i i- M 1-:7 -..71';i..V�t_ - 1�:., _ 1
<br /> SCF LAL
<br /> SYSTEM DESIGN -MOUND 1?- SQA �t r `? . e� ,, - 1. .
<br /> Z 1=t S'C''v.-:t-io'C t.--,.:!--';'-,
<br /> 5 .:L -' ii.o
<br /> - .'^
<br /> TYPE-. , BEDROOM , Ave-rage percolation rate = ! min./inch (design.83 sq.ft treatment area per gal.of daily sewage flow) L4--u
<br /> - 1., �1
<br /> V,r )
<br /> ''L> gal./day x.E3sq.ft./gel.(-%= sq.ft.cf treatment area +10% =(-s,'"), sq.ft. (- lOft.width= L-4' ft.!ength of bed area +side slope run__to I x�`- heigt1= ` ft.x!. ft.lawn.crea needed)
<br /> Clean rock needed- (--i-'1 sq.ft.treolrr.erlt Brea x.l• •-' depth of rock= 1(t' cu.fH-27= '...-__)2.cu.yds(3/4 to 2!/f dia. ,includes 2"of rock above pipe) •
<br /> r Avg, <'gv,-Q ' .1 - I,
<br /> -=-'~=� •`�- Clean sand fill below rock needed 3.-L 7-‘-‘-`-_----a.yCs, el�rex. sandy loam beck fill � `/a.yds.approx., topsoil 6 ��, cu.yd.
<br /> Number of tanks f_ .. d Is? tank ��� f�' I �.i: N �L��?__-cc) F0� �• to 't0---coeSo]��`�_1€��Lt.i�i-ry¢ Sl_oo -=(�Z_c`:�14.t�.� '
<br /> eqI r e _, cal. ,2nd tcnk l��gol.minrrxrns PLUS Pi-1 m P,y_11-. c.. 1--,Y,��i C K—
<br /> Pumping chamber capacity- 25% of dailys-ewki e flow of <<l al.= t c'u' al.+reser.i stom of- 2 5 0 s=�1/B? -?^ ol.+ ; bock drat e— _ 1
<br /> 9� g 9 9e �- g pipe PROPERTY 0'` �''' .•, r�.; - _•
<br /> -of 1 `z/. gal./100iin.ft.of .dia. supply pipe, lin.ftneeded '? `'-- , I-I gal.+manifold 1 'gal./1001in.ftof 0 "dia.pipe,!n-ft.needed 0 . ,�, gal. •. (.".•• ., /, -, v -
<br /> • total capacity needed LL- gai.(plus area far pump) se :rN. 1 j r 0 o. t.cK ,--,-7- 1 , , 1-'
<br /> ,._“...2. r.
<br /> • , Cistri'a, icn pipe 1 '� .`dia. , .1`1 s' lin.ft., ')1?=*dia. perforations :•t-- "apart -
<br /> • Pump size_ILL_hp. (plum b!e 2.✓ 1 nil. 4c cycles ) LU SC !`� ' t-?E :.v "`-.- -SS 1`-?L\-.if1l `� of ok,) Yv,, ,, , n/ INC.capacityf" Y S-P TESTING �'y I
<br /> ;7;. 1
<br /> Note : When con tn,chng bed , this area should be shaped Note: Distance from tree!ment orEo to neighboring wets— L Z�, F i
<br /> ,� --c1-1)1)4---(. ., � Designed 9y: 2� �_ ,
<br /> to divert run-off from entering trectment crew. 1�=V-s`--F ,v -- ' S
<br /> Date =�/. /� -"r , PH. 612-497-3566
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