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f <br /> - 73 - <br /> �' <br /> r <br /> _10"t <br /> r <br /> 5S - <br /> f <br /> Joe Of 3_►�0 3.')' <br /> 2,.C� <br /> ?LAO y,'r---, ! 07o <br /> SET- BACKS 9' 1 0' 901 <br /> HOUSE System must be: <br /> Tank 2 from property lines X �F' I <br /> 2�: from wells <br /> 0 from btdgs. <br /> ;N Treatment area ='from lakes, �� streams <br /> NOTE=Power supply and switches must be located in o <br /> Treatment area �O from property lines weather proof enclosure outside the pumping chamber and manhole <br /> M�4raHocBS o+�n ��-" `from we':Is <br /> 13At- Frtr_ 10 :from bldgs. <br /> /0. from trees SOIL BORING ELEVATIONS <br /> Amin. TH. I <br /> su o TH'2 EL. 2t? <br /> Tonk ' - grade 2 /o <br /> Tank ;;; -�° TH+3 EL:.��' <br /> Drop to Tank I I PRESSURE DISTRIBUTION MOUND SYSTEM TH,74 EL- <br /> tJin, C 10 8' Pumping <br /> TH`5 EL.— <br /> Max.1"to4` ELEVATION at PROPOSED PUMPING <br /> Chamber CHAMBER- '►•aLift ��"`� s'-0 <br /> 4' 10 6��dia.pike x \2K-CA%-ky-- -o-k-o <br /> SYSTEM DESIGN -MOUND rop o� '` - 99L,.-X <br /> - <br /> tgoa.,.o 3.7� <br /> TYPE-1, _�L BEDROOM , Ave?oge percolation rote r'r min./inch (deskp.83sgft treatment area per got.of daily sewage flow) <br /> (-Qy gd./day x.83sgft/gd.Lb'hj sq.ft.of treatment area +10%_.�sq.ft. (=loft.width=S_ft.lerigth of bed area+side slope run_'-Do I x 3J-`.heigtt= `f ftx 1S ft.lawn-ores needed) <br /> Clean rock needed- S4'� sq.f1.treatment area x J. �' depth of rock=-L)� cuA-. 27= 1 t yds.(3/4'to 21/2'd' indudes 2�1of rock above pipe) 1 <br /> a.�� oC <br /> Clean sand fill below rock nee cu yds. approx. , sandy loom back fill�cu.yds.approx., topsoil 6 3 yd. ys SH�3'o o�a�t ' /'4 <br /> wAs\t� _to_T_oeSos�EcF aF4cE_L,a ���24t S� civ) <br /> Number of tanks requued�, sttank J000got. ,2nd tank/000 gotrtunRxfns Pws P"mPtNt� �t�r>ampE� <br /> Pumping chomber capacity- 25% of doily sewage flow of to 2Q_gol.=11 got.+reserve storoge of 15 0 a 1/Blr-W-Q-gd.+pipe bock(Wrioge— PROPERTY OF <br /> of got./100 lin.ft.of �dia.supply pipe, lin.ftneededgal.4 monifo!d._L�Lga1J100lhftof.30dia.pipe,l'nftneeded , R got. 3 0, <br /> total capacity needed gol.(plus area for pump) r,%I n. '000 ga%-to P. c74-0�s n M CO <br /> DistributiMnp" !Leda. lint.ft., 1Li-Liperforations_ `oport <br /> Pump siz hp. (pumpoble copocityL�-gal.4gGes/day) trc�o 14 , F-trtao P��ss D� �d�'�y� yD Aa — S-P TES TIN <br /> 01 <br /> Note: When constructing bed - , Itis area should be shaped Note= Distance from treatment area to neighboring wells— i Designed By: <br /> to divert run-off from entering treatment area. Dote:L/tC/D r PH. 612-497-3566 <br />