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SET-BACKS
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<br />HOUSE System must be:
<br />Tonk ;JQ_' from property lir.es
<br />'l {' from wel~s
<br />~ from b'.dgs.
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<br />/ O I Treo:menl orea G& frcrn lakes 1 -= slreoms
<br />Treolmenl area 2.:2....1 from properly lines
<br />_1'1A-i-t l-!ot£5 .,.,; n \,.,. '' ..'.2;(' from we'.ls
<br />, i e4 ui:=-iu... -;..o 'from b!dcs.
<br />NOTE: Power supply and switches rrust be localed in a
<br />weather proof enclosure outside the pumping chamber and manhole
<br />;·i dCi ~___,_-.32-' from 1rees LL .,,,,.---: ~~ti S SOOIILL BO-RING ELEVATIONS
<br />---:------rs==~~;;;;:::::::::~~...;l..:...l ....:i_-'--'-'i --'---~-, -~ -,r-.-_ !J7 ~----t;----~ TH.·t EL.-~.$' -::C\:1 ~ &-)OJI ... <o
<br />l .3.." d!a. su I ;.p,e ll TH •2 i:-1 -Jooo.~
<br />I • l-----:i.om1n
<br />_CQA "?-S~_
<br />Wl'.:l.'c>~
<br />grode---'2.. % · --· --. ::1 ;;J.,S TH.•3 El -"7'1i.s d\ PRESSURE DISTRIBUTION MOUND SYSTEM TH."'4 EL.•/0/$,-6
<br />Tank
<br />Drop to Tar,k
<br />----,,--
<br />• It I Min. I lo 8
<br />Mex. i" lo 4' ~-....:~:...~~~::c-...;?,___~ ..... ,-',µ,...;..)..l.:.;:.;_'c'...=--.;S=---S'"""""'tl...:..'\'.:\:...:\...:-=-=L=o=--=u.J=---
<br />\_Pumping
<br />Chamber
<br />4'_' 10 6 11 dio. pipe
<br />SYSTEM DESIGN -MOUND
<br />TH~ 5 El.-/ol'>. 5
<br />ELE.VATIO:--J al PROPOSED PJMP:NG
<br />CHAMBER-~ b..,a<;:,, -y...1..,.,,v> ..,.,"6, o
<br />~,><.J ~J )-1 \,, __ µ.o l.) 'S ~-.:--_Ay ~ft________
<br />\..J:lu...l~';,-"( 'y\...t:>o~-1010, b
<br />TYPE-.:f.. 1 < BEDROOM I Average percolation rote~ min.finch ( design .83sq.ft treatment area per gal. of daily sewage flow) ·
<br />.2.2_gol./day x .83sq.ft/gol. <.,;;i_:i.._ sq.ft. of treatment area +10% :l,,'2{4 sq.ft. ( :-:--I0f1.width=_kj{_ ft.length of bed area +side slope run ~to I xn heiglt= _:!2_ fl.xi.!2..£ ff.loy,n,orea needed)
<br />Cleon rock needed-~sq.ft. treatment area x ~ depth of rock;:Jl.:L_cu.ft-:-27=..3.2._cu,yds. ( 3/4"to 21/2' dia., includes 2'' of rock above pipe) ,
<br />Cleon .sand fill below rock needed 2..!:d2._cu.yds. o~rox. sandy loom bock fill ~OJ.yds. approx., topsoil 6" .:1l_Q..J.yd . ..BY~-'.5:8~ 'Q"c-?::(\-3 · ") .-:S / Jo 1
<br />• • / ~~l..0-~~~j,l_____s,_-(c .. ~'O'O _ ';l.0_°?o ~0-"f'.:0'?$-0l\.._~f-_\~f,.~_'.L><,-1_\._B't-,_~_g~ --?~,;;) Number of 1onks required-2::.._1 lstlonk~gol. 1 2nd1onk.i.Q.Q.Q.gol.minm.ms fL.~s ?1-4m~1\-.l1..:, .:::.~"Arn~~~ . ·===
<br />Pumping chamber capacity-25% of doily seWJge flow of ..'.2Q gal.= 1'6'<;< gal.+ rewve sloroge of 15 Og,a,; 1 /BR=~ gal.+ pipe bock droinoge-
<br />of ---1..:L gol./ 100 Jin.ft. oL.2:....
<br />11
<br />dia. SJpply pipe 1 !in. ft. needed ::i.. $' , _£_ gal:+ manifo!d I cc gol./I00 tin. ft of J..... "dia. pipe, In.ft. needed _2_
<br />1
<br />~ gal.
<br />total copoci1y needed 9 Y s gal. ( plus area for pump) U";, "Ee-T"l"I, n. / ~ o ~"'\.co. f ~
<br />Distribution pipe )'I&-.• die. 1 ~ lin. ft. 1 ?Js:2.: dio. perforations ~"apart
<br />Pump size ~hp. ( pumpable capacity h..S_gol. 4cycles/doy) J.J_~
<br />Nole: When consl/'\Jcling bed -. , Ir.is area shou'd be shaped
<br />lo diver! run-off from entering treatment area.
<br />I rJ-. ' H-e.:P.<u r''?~'l::.-.. ~_p..1~a-z-\..,,-~~--:S~D-....,~,¥""'~\1.,._l~:ta,.,__.__1 o .......... _
<br />Nole: Distance from lreotment Ofi!O lo neighboring v&!ts-
<br />6YvA:::S''.?:R--:::n± A-.,..1, 0 ~ '
<br />S-P TESTING ll;(C.
<br />! Designed 9y: {;,._._63,.'7~
<br />I 0o1c:Jl/.Lk/::z.{', PH. 6l2-~97-3566
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