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HOUSE
<br />I •
<br />~--;;i0min.
<br />SET-BACKS
<br />System must be :
<br />Tonk l.£.
<br />1
<br />from property lines
<br />'l 5 ' from wells
<br />~o from b!dgs.
<br />Treatment area ..:::_ ' frcm lakes 1 -' streams
<br />Treatment area ~• from property lines
<br />• OJ ')/ I MA-J-ll-¼oLt.$ ""'YI i,,. _::._ from we!ls
<br />BAl-t:'.h LL-;;l__u : from bldgs.
<br />..LIL from trees
<br />---:-\._--
<br />lb t 10'
<br />NOTE: Power supply and switches must be located in a
<br />weather proof enclosure outside the pumping chamber and manhole
<br />SOIL BORING ELEVAT\ONS
<br />·~
<br />TH.lll EL. -.:13..:i.
<br />_2,_"dio.su ---TH .. 2EL ·""s w
<br />_ l ~ 0 , _ grade _:i_ % ·,. · -~
<br />··n-l~l.. -e,~.~
<br />sv. ... '7 -"1'3.-'-1
<br />Drop to Tonk
<br />Min. ( to 8 1
<br />Tonk
<br />Mox.I" lo 4' 4 '\-:~"? :::(µ,}..). 'C. CS
<br />4
<br />11
<br />10 6 11
<br />dio. pipe
<br />Tonk '• ,, ..
<br />\_Pumping
<br />Chamber
<br />TH. 3 EL.-"to.o
<br />..!.P..:...R:.::::E.::::.:SS~U::.:..R~Ec...:D:::.:;!S::::..T;_;_R.:.:.::IBU=..:.T=IO~N;_.;.:.;M=O=UNc..:.;D~S...;..YS.;::;...T_E __ M TH_ ... 4 EL.-~
<br />$"\:;, .... ~-"I?-~
<br />TH~ 5 EL.-"o/<t. I
<br />ELEVATION at PROPOSED PUMPING
<br />CHAMBER-~ "'?Ll'W\.?.
<br />L.o-.:-o~ A-< "'?wv>"-,,1>-' .... 4}~~--'<'._ "'l'l:z..I
<br />SYSTEM DESIGN -MOUND
<br />TYPE-:S:. 1 l BEDROOM I Average percolation rate?.°? min.finch (design.83sq.ft treatment area pergol. of doily sewage flow}
<br />"J.:{'O gal./doy x .83sq.ft/gal.~ sq.ft. of treatment area + m% -sq.ft. ( :7" 10ft. width= l:? '2 ft.length of bed area +side slope run ..::Lto I x~ height= ..:::LL-ft.x.:l.k_ ft. lawn-area needed)
<br />Cleon rock needed-~sq.ft. treatment area x /.os-' depth of rock=L.S~ cu.ft7"27=...:3.:L.cu.yds. ( 3/411
<br />to 21/2
<br />1
<br />die. 1 includes 2
<br />11
<br />of rock above pipe)
<br />1
<br />!
<br />Cleon sand fill below rock needed :::!laO cu.yds. approx. , sandy loom bockfill~cu.yds.approx.1 topsoil 6
<br />11
<br />.1Lc;u.yd . ....B..\L~-s:&H_--<v S>~?:f:)--ls /.? ,I
<br />. ~ 3~~ . . ( ~.'e(A~~~-'O -{c ~'O ';I.O°lo -(o --C-o~5o,'-~t-\11-:.~~~l..-p,~ _'=>:~~_,.,, -~H-?~'1'.1:1.:'.5o-(r.\..)i
<br />Number of tonks required~, 1st tonkl9QQ.__gol. , 2nd tonk loo D gal. m1nun.rns r\..~s ?urn ?1 tJ 1-::, L-H~Yl')°'$"e:. ~ . ~-, 1 P.' 1
<br />. . , St) c/,e/, '):$"";to , . ~--(1..)~ ~;><:?~ ~ION ~i'.t-. i
<br />Pumping chamber capacity-25% of doily sewage flow of _'7 __ gal.=~gal.+ reserve storage of .:t-5ir-J?11 / BR=~ gal.+ pipe bock drainage-PROPERTY OF: MA~'f: MPCT::l'}) \.:.:::S:D")...l ;
<br />f ~gal. /IOOlin.ft. oL.3...." dia. supply pipe, !in.ft. needed l::S O , __u_gal.-+ manifold ..l..:Lgol./lOOlin.ft oL.2..." dio. pipe I In.ft needed_'.}_ , __1=_ gal. !jo "60 "oA-:i-s ,-s;:;,~ ::?::~ , · I
<br />I capacity needed 'JI)(,,, gal.(plusoreoforpump) U<;,e=..f'rl1n. /ooo C?J"'ILca.f', Q'?-D)...1.0 Mµ. t+1"1:1;J. i:::,o.
<br />tion pipe \ 11 ~ "dio. , ~ lin, ft. , ~• dio. perforations ~" apart
<br />~hp. (pumpoble copocity.2..C:Lgol. 4cycles/doy) ..J.,ls,e..::9
<br />When constructing bed :-:-, this area shoul::l be shaped
<br />divert run-off from entering treatment oreo.
<br />I
<br />~:l_' H""-f.-v f>'?~-":.s. , O_\~Bft~~~-,;;;::.=c.--__ y_,.___7_,_¥1-) m, o. __
<br />Note: Distance from treolrnent o~o lo neighboring wells-
<br />h~t.'\--\0'<.' ::::sYr~H ! no 1
<br />S-P TESTING !tC.
<br />Designed By:~ G2;>,.t;~
<br />nntP ,i~/1<>i/"'74 . PH. 612-497-3566
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