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<br /> • SET- BACKS I '•f /o 1 I
<br /> . - - . - HOUSE. - - - . . . System must be: • • . - . - - - - . - - . . - - - - - . .
<br /> • . Tonk ?.Q' from property lines • X- S•_L-r,'1 r, 1 Z,1),St4L w\o-fYr
<br /> • - • •• •• .2' from wells .
<br /> • • a.o from b'dgs.
<br /> - D flys. - Treatment area _--z:.frorn takes , .. streams a uv ua►aos •
<br /> Treatment Oreo ao from property lines NOTE:Power supply and switches must be located in a
<br /> MIEN HeicS
<br /> Treatment
<br /> e, �from wells weather proof enclosure outside the pumping chamber and manhole
<br /> tiacrF"`- O 'from bags. t
<br /> • t- -, Air' �'from trees SOIL BORING ELEVATIONS
<br /> 1 , 1 r - i.: . ctP- • 1
<br /> ao min.
<br /> tr- TH. I EL.-toa.q
<br /> - _u I ` grade 3 o TH:2 EL.-.Lela') , .
<br /> — /o
<br /> TH r3 EL:103.9
<br /> lank Tonk
<br /> Drop to Tank. ' Pump!ng
<br /> MOUND SYSTEM I PRESSURE DISTRIBUTION TH,»4 EL.--,_-
<br /> Min. I"to 8' � TH..5 EL.-
<br /> * Mox.lilto4' # r•- -- --'? "1-1 )3Y- SNA`.L-ovJELEVATION of PROPOSED PUMPING
<br /> Chamber CHAMBER- 93.0>~vp.
<br /> Auto 6 dia.pipe "roP_QF— .K--141:ee0,4 , qq.o
<br /> SYSTEM DESIGN -MOUND
<br /> . TYPE- .., .s_ BEDROOM , Average percolation rate 13.') min./inch (design.83 sq.ft treatment area per got. of daily sewoge flow)
<br /> . -0-Q71l./day x.83sq.ft/got. '- .sq.ft.of treatment area +I0% ar) sq.ft. (- IOft.width=�_ft length of bed area+side slope run.oto I x `�height=2•_-„LLft.x •f�I ft.lawn•area needed)
<br /> Clean rock needed- ,R13>sq.ft.treatment area x /•o. depth of rock- .(i5(e• cu.ft : 2,7::_14..._. (3/4 to 2I/2 dia. ,includes 21 of rock above pipe)
<br /> .. Clean sand fill below rock needed 1 CuLI .yds. approx. , sandy loam bock fill "1 e i yds-.approx., topsoil 6''_�cu.yd. Avg• >�)h vc_�T1a - I •S
<br /> - -- _- �trcc oc-ni• r0� -to Fav o ,o -c-c) -roe sow_(-0.gc.
<br /> o.g � .f.ti .
<br /> .�i-wQ- ��_.�-5 _4����>
<br /> • Number of tanks required__a__, 1st tank ALL o gal. ,2nd conk/00 0 gal.mint-runs Ft.L\ F w��,r 1 p 4- *+•»N'c K-
<br /> Pumpiingg chamber capacity- 25% of doily sewage flow of 3OOgo1.=7)gal.+reserve storage of Sg:5gol./bedroom=.O gal.+pipe bock drainage—PROPERTY OF: L01-\T-1\E- Lrig eTN
<br /> of. 1gal./IOOlin.ft.of a "dia. supply pipe, lin.ft.needed 3°., $'_gal manifold . r. go!./lOOlin.ftof=*dia.pipe,In.ftneeded _•. , gal. 54Sa oY-c.-HAPW---- r2-tXl•,D
<br /> total capacity neededy t L gal.(plus area for pump) :,.,,, r,,,, '1 :<O o e.1,c.,f_ O i••10 t.1 D N•1)•-1 . 14 ti\1-1 - 41)••
<br /> • Distribution pipe.[ diar) t ,tn.ft.,. 1/9 dia. perforations opart-
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<br /> Pump size 2hp ( obl -capocitgal. 4 yes/day) u - ' %- -u- t vt s a1.o c1/ m, .
<br /> S-P TEST/NG /if . . . -.
<br /> Note : When constructing bed - , this Oreo should be shaped Note: Dtstonce from treotment oreo to neighboring wells— Designed B l • .
<br /> to divert run-off from entering treatment Oreo. L'1� � A 1J /0 O ' i g y
<br /> Dote :c/ad-* PH. 612-497-3566
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