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• <br /> r, ;ai• . <br /> ti 1 S <br /> N) ' <br /> `� 3.5 - =-1oe oF_SA1-lo y.1' <br /> ;- ` < FW-A.- 613.1 <br /> A to' <br /> /.S St1a - 1,c„ <br /> PL41 L.' — lo°70 <br /> SET- BACKS ,a4 (,- 11' /0` a <br /> HOUSE System must beey 3 <br /> Tank moo' from property lines X- SP --<t()1-.1 c211:‘SAS w‘o-k- <br /> -\-- c.AS6+•,) ,-'4s'C. SD from wells <br /> 2.2 from b'dgs. <br /> . �w Treatment area .. from lokes, streams <br /> Treatment area aO from property lines , NOTE:Power supply and switches must be located in a <br /> • • tntYNAw ,. ? oo from wells, es -64m-is.64rs weather proof enclosure outside the pumping chamber and manhole <br /> al <br /> �as� .�s <br /> .l t•AceFa-c. fa."vaT 'from bldgs. <br /> P :=a r .LYL'from trees SOIL BORING ELEVATIONS <br /> ilrilm. THIII EL.- co -f1a10 -90.9 <br /> i ...“601.______,2_3pply grade °/ TH»2 EL.- •8 <br /> Tonle - foo` - °TH: '3EL-9O.3 <br /> I Tank <br /> 1�Sd <br /> Drop to Tank E•e • I /ococel PRESSURE DISTRIBUTION MOUND SYSTEM TH»4 EL-9o1 <br /> Min.In to 8' k—Pumping TH75 EL- I.L, <br /> Max.I'to4' 4- P TVR -1Y-s S!•�A��°'-- gf <br /> Chamber 1�50�1• ELEVATION of PROPOSED PUMPING <br /> `• CHAMBER-9o.6U�o, c'I V ` a.•c.) <br /> 4 l0 6 dia.pipe td[o,.% . 4.<.e.-)c%5-‘1 .1•3 >.'b-<-cAr aV.- c)o.I <br /> SYSTEM DESIGN -MOUND - -1 ) DC- " ,' '' - 4(?. 1 <br /> TYPE— , BEDROOM , Average percolation rate a.0 miniinch (design.83sq.ft treatment area per gal.of daily sewage flow) , 1 <br /> i <br /> '1' '0gal/day x.83sq t/gal. �,'�.sq.ft.of treatment area -P4egA-�-- sq.ft. ( - lOft.width= (al-ft.length of bed area 4-side slope r, n oto I x 3_`� height= `�3 ft9�x ft.lawn-area needed)Fk3E, t <br /> Clean rock needed— aa sq.ft treatment area x /.o ' depth of rock=L3cu.ft4-27= 3 cu.yds(3/4"io 21/x'dia. ,includes e of rock above pipe) tau -. so)i.o '-C 1. ' I <br /> TS Clean sand fill below rock needed �S� cu.yds. approx. , sandy loam back fill a-S cu yds.approx., topsoil 6'?�4u.yd._ NQ -fo.k.4.:v32ti oho -Co -{oQson-- /o s - 4.1-1.`{o s <br /> Number of is rtks required , 1st tank )",go got ,2nd lank/moo gal minimans t w s P L1 m Pt W u 4.4-1'Am 1,e . <br /> Pumping chamber capacity- 25% of daily sewage flow of '� gal.=1 r6 gal+reserve storage of 15 Oga 1/BR_' ' gal.*pipe hick dronoge— PROPERTY OF:ti"5)--\)-oo-t • :ria-lat' <br /> of...J`I gal./1001in.ft.of_Li i discsupply pipe, l'rn.ft needed a o o , 3 c . gal.+manifold 1 g gaIJ100lin f t of a "dia.pipe,frtftneede -,� L, — gal. )).30 >.o OAFS V--,:> . <br /> total capacity needed D gal(plus area for pump) use rim n. /2.S'0 caal.,cap. U^¢63- 0 )-.1 ...k , ) 1A-s15 . Leo <br /> Distribution pipe db. , � lin f t., )�_da. perforations �C," <br /> apart <br /> v <br /> Pump size tt a hp. (pumpable capacity la_-( gal.4cycles/day) -t.1s.c) a') ' 1- fro P��s„s _p_s, 1.-1 p -u M') c o 1) tn,n. S—p TEST/NG INC. I <br /> Note: When constructing bed , this area shout; be shaped Note: Distance from treatment area to neighboring wells— /•' - -o'. 71." <br /> 1 <br /> to divert run-off from entering treatment area. IJP � ,Y� • <br /> /Jo r Designed 9y=Dole /11/03 , PH. 612-497-3566 <br />