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<br /> SET- BACKS I o' 9`
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<br /> HOUSE System must be: •
<br /> Tank 2.-0_. from property lines • X- SP --fit o o-A czAN SICI-\— wVC)-CN
<br /> .2 . from welts
<br /> \f•-‹ . t'-1t.-1'P---w ._ .\� _ 2 from b'dgs. '
<br /> t-‘15 --,0 ::..c, 114 -1-‘.4., _ „,"" •
<br /> on • Treatment area =a from lakes,.2 streams .
<br /> uourc=q4 ,•- -(v K NOTE:Power supply and switches must be located in a
<br /> �>}Nt✓s s ��c� Treatment area from property lines
<br /> MA>a►4o�5 » .t�." �from wells weather proof enclosure outside the pumping chamber and manhole
<br /> •I 6�►crF,« ao 'from bldgs.
<br /> ''I i L from trees
<br /> admin. I \Ia. "73.0 t ty -11 SOIL BORING ELEVATIONS •
<br /> PJ — - 94 t.o TH'I EL -zula.. -CU'tle-9,-0.L,
<br /> tr5,a`
<br /> I ; da.supply _ rede�_%TH. 2 El. s1z9 z"`as-940-,
<br /> / Tank Tonk �('' ,ss.o , 11 g TH!3 EL-.
<br /> Drop to Tank I 1 ��9PRESSURE DISTRIBUTION MOUND SYSTEM TH"4`I 9y.v
<br /> . Min. I"to 8' ! k 3 s.x�Lq �%)A c s,,�,�.-ups TH`5 EL.--22 °.
<br /> Pumping ,�,�� ,�. v��s,' - -rrrs-f
<br /> Max.I"to4. 4 v..- ... ...? To,)-1`-S Sl-V4tk.-ouJ Chamber ELEVATION Cl PROPOSED PUMPING
<br /> . •4 o to 6"dia.pipe - CHAM$_n-939.o- L V i ' 3t
<br /> . QY4--on, -co"? a F 15u?'-' - -94$.o
<br /> SYSTEM DESIGN -MOUND L.0 •p&,,ir_- 9y°.o
<br /> TYPE— _, ...9._ BEDROOM , Averoge percolation rate 14_k_•min./inch (design.83sq.ft treatment area pergol.of daily sewage flow) •
<br /> • oo gal./day x.83sq.ft/gal.` ,sq.ft.of treatment area 410%_ _42 sq.ft. (=1Oft.width=5 ft.Iength of bed area+side slope run y to I x. height= '�°_ftx1.J..ft.lawn-area needed)
<br /> aeon rock needed— . 2sq.ft.treatment area x /oS depth of rock=�?9.__wit 4-27=a)_cu.yds(3/4ito 2 I/i'dia. ,includes 2"of nock above pipe)
<br /> - o Clean sand fill below rock needed )9 0 cu.yds. approx. , sandy loam back fill.3i-a.yds.approx., topsoil 6" 'cu.yd. 1:1‘.W--. 5141-1.- o�•P'C V - /,
<br /> uJ As ((��t QY�t���—Co._Avo_logo _Co�t'oP sos�EoF-._l�R4tst��_3s.o4� 0 Co G�Y�)
<br /> Number of tanks required a , 1st tank )00D gal. ,2nd tank/Oa 1) gal.minrrxms hits 4tlrr,P1t4i,, €.-? 7h1m' E9- t.)1 S '0 Z- as-9LS
<br /> Pumping chamber capacity- 25% of doily sewage flow ofo o gal.= LCD gal•+reserve storoge of 15 Ogat 1/B oo gal.+pipe bock drainage— PRO?:.RTY G.-:' \ u -c:-A-4‘-
<br /> of IC/ gal./1001in.ft.ofd"dia. supply pipe, Iin.f1.needed. , 32ga1.4monifo!d_L'szgd./100lin.ftof a.."dia.pipe,I•ri.ft.needed'L , z .go!. Terve-c,w?s
<br /> total capacity needed�_gol.(plus area for pump) Lis Thin. loo a ggLcap- -cEu(-N.1• Ws"`. V \�-<<•i
<br /> Distribution pipe Oa"dia. , )sc lin.ft., '29 "dia. perforations mss- "apbrt cy-n--O V11-1• 1-VV-141 • c 0•
<br /> Pump size uh' hp. (pumpabte capacity -got. 4 cycles/day) u s.o a i H O-Ao v.v.css _p_x_Sa�3t3�10'� 4 D 0,1 t!.m.n.
<br /> 9 I S-P'LES77/yGNC
<br /> Note: When constructing bed f:- , this area should be shaped Note: Distance from treatment area to neighboring wells— Designed ° �.��iii�y¢¢---=
<br /> to divert run-off from entering treatment Brea. L'�� -� °O s ()etc:j /a5/3l, PH. 612-497-3566
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