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<br />HOUSE
<br />SET-BACKS
<br />System must be :
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<br />11
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<br />u.)J:\"!:>~
<br />I • r----~min.
<br />Tonk ~• from property lines
<br />::i.s:. from welis
<br />22 from bldgs. ,
<br />• • • Treolment oreo -=-fro-n lakes 1 -=-sireoms
<br />Treatment area ~• from property lines
<br />M.4-)-11,ioi.lS .,.in\">--'' '!.< 'from we!ls
<br />131'-~F/L(.... _;::.9.: from bldgs.
<br />IO from trees
<br />Tank
<br />X -SU---:< lo >-1
<br />NOTE : Power supply and switches rrust be localed in a
<br />weather proof enclosure outside the pumping chamber ond manhole
<br />SOlL BORING ELEVATIONS
<br />TH~I El. -.!..'2£.:.3
<br />-TH •2 f:"L ,,,,. ~ grodel.% ·.. -· -. ..,-....
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<br />TH ::ii i:-1 -Joe.,.:_ I
<br />Min. I"
<br />10
<br />a' 1\..__ ..!P..!.R!:E;:::S:.::'.S.:::U;..;:RE=-!::D~!S~T~R:.!!:181:::.::U:..:.T.:.:::IO~N.::_.:.:M.:.:::O::.::U:..:..'N::::D:....S::::.Y.;.;;S::..:T..;;:E~M ;~~~ ~~_::.: i
<br />Mox.l"to4' ~ \-:l2?:'? ::r'Ai>A"f:CS· $\-,:..~\.-'-OW :::;r ELEVATIQ~ at PROPOSED PUMPING 1 :
<br />.Drop to Tonk Tank
<br />A
<br />11
<br />lo6
<br />11
<br />dia.pipe ~~\~~l1-4b --("A,)'\~ M~,-~,;:.... CKA~v',8£.R-9.;,c~.-,>w.....-,\"' 'rd<.o.C I;
<br />1 .. h,,;;;-..--0 ~f"o,-;. t>c~-(NA:;'-S:P•L .. -j'o<? -~~(.,\:-.~_::-Jo/.'¢ _ .. •-~.. I ,
<br />SYSTEM DESIGN -MOUND ·n-+1,'.... ·'-0 1...tu ...... J}-11.y-~-n,v-· fl"~r'L. '::>'-F'o.-'i!> 1:?1..--9·s.'.3 , I!
<br />TYPE-:r: , ..;:I_ BEDROOM, Average percolation rate _2L min.finch (design .83sq.ft treatment area per(}JI. of doily sewage flow) ~1=,e*~i-~/.r'·-S:::-,-;::: l;f~ ~~'Co-:~-:-~ I !
<br />k..QQ.. gal./day x .83sq.ft./gal.~ sq.ft. of treatment area+ 10% = S'--\'1 sq.ft. { :+-tOft.width=~ ft.length of bed area +side slope run _::Lto I x.dd height=~ f1.x~ ft.lawn-area ~...ed} .
<br />Clean rock needed-~sq.ft. treatment area x J.D5 ' depth.of ror..k= fi'I l.l cu.ft-i-27=..&cu.yds. ( 3/41110 21/2 1 dia. , includes 2" of rock above pipe) I
<br />Cleon sand fill below rock needed I '-1 o cu.yds. approx. , sa..A., loom bock fill ;;i_ < OJ.yds. approx., topsoil~G" _s_::\_. Q.J.yd. Au~. '$R>At>__ 'S)v ~ · J • ;,~ ·_.. I
<br />'""'1 v ,Xe~~~--fO Q.'O'<;;) J.-0~,'o ~ "t' O'i;'SO'.\\,... n,'?-.. \i?:.i'-~~\,,l~~-~ ~£"?--{,.,;:::, -''-'':(:c "'i.,-C,~)1 l
<br />Number of tonks required_·-~-, lsttank~gol. ,2nd1onklt>co IJOl.minmrns PL~":;; ?wl'Y\~,µi.,. t:... 'l;,~1 ~c~ · • · · 1
<br />1 "?-~0\ S?'= 8 -~ -"') J ; Pumpng chamber capacity-25% of dai!y5e'ft<lge flow of ~got.= 1:$'0 gal+reserve stcmge of 150ga1, /BR=~ gol. + pipe back drainage-PROPERTY OF':' MW::~ · :::ronwsol-.1 ;
<br />oLl.£:l<;Pt. /IOOlin.ft. of .. 1~ ... : dia. SJpply pipe, !in.ft needed 3 $5 , ...J2...gal:+ manifold J.:i.gat./lOO!in.ftof ..3__ • dia. pipe, ln.ftneeded-1-, ~ «1JI. .l:t 4-55 j:>J:,..'-{S\ -.;::;,~ :s?:S?
<br />total capocity needed.J <l 5 gal.(plus area for pump) L-lc-.:,-e.,.. Y\'\•""· 1ooo °'""'\,c.c-.~, £f:::,<?=-c:~--L-A.. , CL.:::-,µo MW-\-\r.--'}.1}].to. · -.i I
<br />Distribution · pipe I 11~ • dia. , ~ lit ft. , ...!.l.!:i..• dia. perforations .3k:..."oport
<br />Pump size
<br />11 L hp. ( pumpoble capacity 1..1.S. gal. 4cycles /day) _U~§..::e:.:::::.'S>~...Jd.liCo...J:7,_· _, --!:-\-\'-"e-::::.ll.=-==s;:.,.__'-.'.:....::;~;..:~:;;.."-=>=~ ... ~~:s:>__,._, "::>G-= ..... 'd-'--'8:51:-~-=).;..._~ ~=-'---Y..;...:..()..__ .... ~~e ... \.,/.......,m.,_,,...._r, .... ,,__
<br />Nole : When constructing bed ~ , · this oreo shouki be shaped Note: Distance from treatment oreo to neighboring wells-
<br />to divert run-off from entering treatment orea. la~l?'?-: :::t"B: ft:2::\ ? $'
<br />S-P TESTING~
<br />Designed By: :zt=._:53_ :zr:'.'_
<br />Dote :~/Ji/~, PH. 6!2-497-3566
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