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<br />SET-BACKS
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<br />!,_., /0 !k /0 >K I '.2 :J w~
<br />HOUSE
<br />I" 1 1 , c,, 1 'i';:::P,--S--(.
<br />System must be:
<br />Ton~ ~o• from property lines z . .' from wells
<br />x S ~---6-< I o ):..-\ y-, }\ s, p \_ w,s:2::(\-~
<br />.,)i\ .. \«fl--lW\? v-J\~\-iS?---~-"~"
<br />H~~ ))-1. ""i'Yr-"e-\...OW.¥~ 1111
<br />c}c) from b'.dgs.
<br />Treatment area ..::::.. 'frcm lakes , -' slreoms
<br />Treatment area ~• from property lines NOTE: Power supply end switches rrust be located in a
<br />\....~~ ~ ¥-~"< -fCll--\'?~
<br /><s::.,-lri::i;,::_~DvT -_MA->-11-!ot.£.S .,..·,71 \;,." ');(' from we!!s
<br />cr--~~t:'.Fl\'-:;,o : from b!dgs.
<br />weather proof enc:Osure outside the pumping chamber and manhole
<br />_c:::,qA ~_s-~_ w Cl,~ ~
<br />I • -~min.
<br />i·1 :=-J ~ .Lfl. from trees l! I I ' .. •
<br />! L_! ~::::::::::~ B~RlNG ELEVATIONS
<br />11 • ~ TH.:1EL.-L!2l.bs -:S:\-)..,..)";~.._-}0)3.$'
<br />.I ..2. dia. su I :pe grace .:L % TH. 8 EL.-~
<br />Tank Tank :T -1 ~o' -C..~o TH."ci EL.-~-'1
<br />\ PRESSURE DISTRIBUTION MOUND SYSTEM TH.ic EL.-,L.Ql:11 Droo lo Tonk
<br />II I '------\...-----' 1' • Min. I lo 8 '--Pumpmg
<br />Mor-.!"104 1 ~ )'.:...-,e-..~'? -r-.,:;,."\..i'G'S S'rl.'P-.~Lou.J Chamber
<br />-4'_'10 6
<br />11
<br />dia. pipe
<br />SYSTEM DESIGN -MOUND
<br />TH~li EL.-1014.~
<br />EL8/ATlO~ at PROPOSED PJM?:NG
<br />CHA~~ 3 ER -1..Q..l=Ul ~ 'PW Y>1? I t:J O"l. 0
<br />_f.r'f'_~M., . "1't.7'? ~~L.\C-I o~o.o
<br />TYPE-i, :;;;' BEDROOM, Average percolation rote~ min./inch (design.83sq.ft treolment area perq::il. of doily sewage flow) 1
<br />') S'O gal.I day x .83sq.ft/gol. ~~ ~ sq.ft. of trealmenl area + 10% =~ sq.fl. ( :-:-10ft. width =OC ft.length of bed area +side s!ope run ..:Lto I xM heigh!= 3 '"6 ft.x '7G:. fl. lc·i1rn-areo need€<l)
<br />Cleon rock needed-(..~1,I sq.ft. lreotment area x /.c:;:,-' depth of rock~cu.ft~27= ~1 cu.yds. ( 3/4 11021/2' dia., includes 2" of rock above pipe)
<br />Clean sand fill below rock neededJ:l.Q_cu.yds. a~rox. , sandy loam backfill 'J.cJ OJ.yds.approx., topsoil 6
<br />11 f.;"-6 <;u.yd . .BY..~-51tl-l....:s:>~:?::(\::\ · I. 3' -u·}
<br />. . ( f::.-<::l.O_"t:'.'.\~~--(o 'r\'0-0 _ ~O_'?o ~o __ --(:O'? 50l'--~~ _\~~~_1..-..!_\...B't-_';,;!,.,OJ'~ c ?ti-.:;)
<br />Number of tanks required_;).,_, ls! tonk~gol., 2nd1ank./QQ..Qgal.m1nm.ms f\..ij':'> ?i..lm?\\JJ..:. c..~""Porn~"Ec.~ .
<br />Pumping chamber capaci!y-25% of daily se'Ml<;)e flew of ?~ 0 gal.= 1'6'6"" gal.+ reSerVe slcro<;e of 15 Oge: 1 / BR=~ gol. + pipe bock droinage-
<br />of -1.:Lg:il./lOOlin.ft. of~" dio. s;pply pipe, !in.ft. needed I 2-,0 , ;;)...~ gal.➔ monifo!d Kgal./lOOlln.ft of~" dio. pipe, ln.ft.needed..2_, -~--q::il.
<br />total capacity needed 'J L, ;;l, gal. ( plus area for pump) u~ 'c-P\, n. J if O ~"" L c:a. f',
<br />Distrib.Jtion pipe/~• dio. , / '7 8 lin. ft., ~• dio. perforations .J..ki_"aport
<br />Pump s!ze ~hp. (purnpab!e capacity d)&---gal. 4cycles/day) JJ_S~Q. I k. ' H.=::--P.<:;) r''?"(;:.<:.<::. ~_pJ~ 8~\..;,~ 3o/ ~"'\ J ro, o. J
<br />Nole: When conslrucling bed .---:-, this area shoutl be shaped
<br />to divert run-o!f from en:ering 1reoIment area.
<br />Note: Distance from treatment Olt!O to neighboring ~lls-
<br />bli'A~ ::ll) A-}d r; ,S: I
<br />PROPERTY CF: v~'~' x , ~ , , 12'::t?"-1
<br />i 5-~ f EST/NG fl-IC.
<br />1 Designed 9y: 7-i:::=-tfZ;,, tbr 1
<br />I • ! Ootc=.)J./J.k../"'1-.::, PH. 612-497-3566
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