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=1 Ll.15S <br /> ID <br /> L4-1 <br /> 1.%�Sq�o icc�6. <br /> -3 <br /> SET- BACKS Imo___—1 !O' <br /> HOUSE System must be: <br /> Tank ao' from property lines <br /> >au0-5'F1+1•*Sx'T— from wells <br /> ao from bags. <br /> 'from Ickes,Treatment Oreo = �' s � <br /> Treatment area �4.' from property lines . NOTE: Power supply and switches must be located in a <br /> M�>a1fo�5 min iT" from wells <br /> weather proof encrosure outside the pumping chamber and manhole <br /> i, RRGCFr�t_ 'from bidgs. <br /> 1s2 from trees SOIL BORING ELEVATIONS <br /> min. ! r .� a � <br /> TH.� E-L. 1QLQ,6 -rte ta-Ioor9,6 <br /> "c�a s.,ppty Pipe } TH48 EL.-fit-N <br /> rade % <br /> Tank <br /> Tank ;.1 sJ PRESSURE DISTRIBUTION MOUND SYSTEM TH�`9 `L: X009 <br /> Oroo to Tonk i T "fo EL-LM-9 <br /> Min. I"to 8' Pumping THi I EL.-1=--a, <br /> Max.l"io4' 4 %(--,5 5P ::]L�.1Y.S �N�A\.�oc�J Chamber ELEVATION of PROPOSED PUMPING <br /> . : 4 to 6 dia,pipe <br /> CHAM _�V BER- o, `A4•o <br /> - - �Ym 0 �1.oc.�G-.1oio.o <br /> SYSTEM DESIGN -MOUND 11 Low�sT Loo¢_ �000.o <br /> TYPE--1_- , _,S_ BEDROOM , Average percolation rote—H-'L min./inch (design.83 sq.ft treatment area per gal. of doily sewage flow) <br /> <o gal./day x.83sq.ft./gal. Laa sq.ft.of treatment area +10%=1a�sq.ft. (= 10ft.width= (,54 ft.length of bed area+side slope run oto I x y•0height= '14 ft.x X02 ft.ktwn•area needed) <br /> Clean rock needed— 3e4-sq.ft.treatment area x 1.o depth of rock 2l1''.cu.ft=27= a7 cu.yds,(3/4'fo 21/x'dia. ,includes 2'Iof rock above pipe) / <br /> Cleonsand fill below rock needed Q9 cu.yds. approx. , sandy loam back fill�cu.yds.approx., topsoil 6"_59—w- ed. Ai7 5Alab o�p�- Q.71 <br /> uJb,stt� <br /> Number of tanks required 2,, Ist tank I a v got. , 2nd tank JQQQ gal.minrnrns FL.Q s PLArr\Pi N v e-h tam�ee a- <br /> Pumping chamber capacity- 25% of daily sewage flow of 0 gal.=I qE- gal.+reserve storage of 15 Oeja 1/BR:-")-<2) gel.+pipe bock droirx)ge— PROPERTY OF lz� <br /> of gal./100lin.ft.of. 2 "die.supply pipe, lin.ft.needed 2190 , H<gol.imanifold IVgol./IOOlirLftof L "dia.pipe,fn.ftneeded 2 ,a- gal. <br /> total capacity needed_'2 8�<'gal.(plus area for pump) ugh Min. 211 Std 90%1.caP, �- <br /> Distribution pipeIl2:dio. , 19 V lin.ft., -2/_ZZ dio. perforations 21.2oport O�Ot-�O r'1>1' 14'f'A)3- 40' <br /> Pump size 1h hp. (pumpable copacity 2aL gol. 4 cycles/day) ii sg=-o _7f) / H r-_'Ao Pa.-ss Min.- <br /> n. <br /> --7 I s-P TES gTNG NC <br /> Note: When constructing bed r7 , tHs area should be shaped Note: Distance from treo!ment area to neighboring welts— ! Desisned By: � <br /> to divert run-off from entering treatment area. 1_,�'�r�� � I D(>> <br /> Date: PH. 6!2-497-3566 <br /> 2/b�./ , <br />