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HOUSE
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<br />.... ~ :.Sl2:T/-BACKS·
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<br />System must be'"·--------------
<br />Tonk ~{) ' from property lines
<br />"'l::>' from wells
<br />;;i_t) from bldgs.
<br />Treatment area =-' frcm lakes , -' streams
<br />Treatment area -2&.1
<br />from property lines
<br />M.4->-ll.foLt:S .,..·,ri i,,_" '? ~ 'from wells
<br />134 c.i::.FJL1.... 3..Q.: from bldgs.
<br />& from trees
<br />::29min.
<br />Drop to Tonk
<br />Min. 111
<br />!0 8 1
<br />Tonk
<br />Mox.i"to4' 4 'f-~? :::('l\)..l~S
<br />4°
<br />0
<br />lo 6
<br />11
<br />dio. pipe
<br />Tonk
<br />~"die.SU
<br />30 1
<br />\__Pumping
<br />Chamber
<br />NOTE: Power supply and switches must be located in a
<br />weather proof enclosure outside the pumping chamber and manhole
<br />SOIL BORING ELEVATlONS
<br />TH _:i I EL. -:'.Ll.:.Y.. ----grade l % TH."'2. EL. -c;rs. y
<br />TH ·3 EL -'10,D
<br />--f)-} •c,,, -95.5'
<br />$"\S .... J -9'3,':i .
<br />S:» ~ '6 -°1'1.~
<br />PRESSURE DISTRIBUTION MOUND SYSTEM TH:"'4 EL.-°lb.O
<br />TH~ 5 EL.-.:liU
<br />ELEVATION at PROPOSED PUMPING
<br />CHAM8ER-C6'iS .u
<br />6"1'-0\....'-,..\,:;:, ~'") ~l'S<'S'>Y G . SYSTEM DESIGN -MOUND y\..1~•'1--'\.. ~ .. ~~ -qi.\."?..
<br />TYPE-1.., _5_ BEDROOM, Average percolation rote JL.2:,min./inch (design.83sq.ft treatment preo ~roal. of doily sewage flow)
<br />i;:X\~)},I\,. 10 X. 41 1 ·'?".x\~-{)1,J'\'.:,. ~ gol./doy x .83sq.ft./gol.~ sq.ft. of treatment area + leo/o =_:ll,Q_ sq.ft. ( ~ 10ft. width=dL ft.length of bed area +side slope run ...'.:L.to I x~ height= 2J_ ft.x~ ft. lawn-area needed)
<br />Clean rock needed -.2.l.J.2._sq.ft. treatment area x /.os' depth of rock~cu_tt..;.. 27=_S{_cu.yds. ( 3/4
<br />11
<br />to 21/~' die. , includes 2" of rock above pipe) .
<br />1
<br />.
<br />Clean .sand fill below rock needed _2Q_cu_yds. approx. , sandy loam bock fill __s(__cu.yds. approx., topsoil 6 -1.1,:;u.yd .. BV<c::-, '5fD4:s:> :s:>"'=-::9::C'r-l · ), L.f ...; 7 ,,
<br />. ...,_..,..,,4c.11.._ . . t ~~u:,~~~-"v -(c ~-o ~o°7o ~c -r-e>~5o~'-~o~ \1tc~~,-l\...f>l'l-.-">.Jr.Q.j>~---<--~-?-~t:i.-:s,,.n,,\...JI
<br />Number of tanks required _3_, 1st tank Jo DO gal. , 2nd tonk-gal. minim.ms f\_\..\ s ?>-l m ~\ t...i t.:. L-f:i ~Y'Yl '$ ~ ~ · . ~ . \:
<br />I"""')<,:, ',/,,I ,,-, -... .-1' ~\ ~ µ'v YY1 "w),, :t:>. . i
<br />Pumping chamber capacity-25% of dailysewage flow of~gal.=~gal.+reserve storage of· 150gal/BR=~gol.+pipebockdroinoge-PROPERTY OF: MA-rX... BP..'.k-g.)B\:i:1QJ-J :
<br />of Ir.? gol./lOOlin.ft.ofi
<br />11
<br />dia.supply pipe, tin.ft.needed JO , ~gol.-+manifoldHgal./lOOlin.ftof d..
<br />11
<br />dia.pipe 1 ln.ft.needed~, --z_gol. HD½() ~A\..(5,)JZ::e:-:'.'f:-<v. ( (o.1:~'"l\.\J !
<br />tat capacity needed 05% gal.(plus~Ae~forpump) u~1::-lr\1n. /000 ~"ILce..f>, O:1'.:0)JD M>:J. \-1~\~. 6V. !
<br />-• IJ • /'ri:'O"'fl ) \. ' II • • " I ·tx.it1on pipe ~ die. , ~Jin.ft. , ....:..L:::.L d1a. perforot10ns ~ apart -~:u-"i\~~ %-,
<br />ize ~hp. (pumpoble capacity B...{'_gal. 4cycles/day) ws~9 .;:;t'-) ' H~~-<;) ?¥,~<::.~ -, . .P.\~BR.~',,.,>-.:Z-1.-\ '.2 °~,'71.\J ro, n. l S-p TESll(V{i /p/C.
<br />: When constructing bed :. , this area shoux::I be shaped ~~-,!;S~\-Note: Distonce from treatment area to neighboring wells-; Designed By: 7f;_, 0'5. ~' .
<br />to divert run-off from entering treatment area. b:?:v-A:::::s:"-s;::SZ--:::SBA:,--\ >Do' \ Doie:/J/';2,:,/°11:-L, PH. 61 2-497-3566
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