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4' 4'.1 bS <br /> 10'A (ear <br /> ' S5 <br /> ') <br /> ?LAO VNT--VJ <br /> 1 <br /> SET- BACKS <br /> � ! o' at ' <br /> HOUSE System must be <br /> Tank .3Z from property Ines <br /> from wells <br /> as from b:dgs. <br /> Treatment area — from takes, —. streams <br /> NOTE=Power supply and switches must be located in a <br /> Treatment area 2o from property lines weather proof enclosure outside the pumping chamber and manhole <br /> Ml�t+tto�5 .�+�n tom" � from we•.Is <br /> C�ALCAt L ' aO :from b!dgs. <br /> C! �'from trees SOIL BORING ELEVATIONS <br /> Amin THIII <br /> ¢ st��►e �ss,�b Ex,Ysu. . <br /> grade—%TH_2 EL. � <br /> Tank TH03EL.:`4•a <br /> TanDrop to Tank Ia,S� gook .:I PRESSURE DISTRI&MON MOUND SYSTEM TH-4 EL_ <br /> ` <br /> Min.1'to 8' PumTH <br /> ping . 5 EL- <br /> Max,l'to 4' �f P T1� 1�LS S!�A`a_o Uj Chamber ELEVATION at PROPOSED PUMPING <br /> 4'10 6"dia.pipe CHAvBER-°t5.9 -go ,w. i0'0 <br /> SYSTEM DESIGN -MOUND <br /> TYPETYPE--I-- ,, 5 BEDROOM , Average percolation rate 31• msg <br /> in./inch (den.83sgft treatment area per gal.of daiy sewage flow) Qw vw p <br /> ')So gol./doy x•83sq ft/gd.�aR, sg1t.of irealmed area 4,10%= —zq.ft. (=- IOff.width=_(&_�ft.length of bed area+side slope run__�_to I x1.3 heigtt=.—_ftxo")_ft lawn-area needed) <br /> Clean rock needed- (--13sq.ft.treatmentarea x AOS' depthofrock=(­S3 cu.ft-- 27=X_cuyds.(3/4'to2Vfdia. ,includes 27of rock above pipe) <br /> ' Clean sand fill below rock needed ��•S cu yds. approx. , sandy loam back fill �_ar.yds.approx., topsoil 6' �O yd rgy� SAu� 0��1 a•� c <br /> I cti)ASttfsO �Et�Ml�rG1��_�SO ACO-AO07o 'CD- `OQSO�L.EGF_11L4Z�c: �-A� `ti�t4lr pl Gov) <br /> Number of tanks required -, 1st tonkI L<0 got. ,2nd tank O00gal.minimurm fws ?LAmV%N' L p►mpE� <br /> Pumping chamber capacity- 25% of daily sewage flow of 'SO gal.=Jl_�gal+reserve sl=ge of 15 Oyri l/BF7.2D gal.+pipe back drainage- PROPERTY OF: S'�T�SS <br /> of_be gal./IOOlin.ftof.3Odio.supply pipe, lin.ftneeded 55 , 0 gal4 manifold )_� ga(./IOO1inftof--,L"dia.pipe,lrtftneeded 7 ,;-go!. <br /> total capacity needed 2So gal.(plus area for pump) use min. 1. ga►t.caP_ o�oia0 ��.1• 1A�1 <br /> 1 Distribution pipe )/;('do. , Ig0 lin ft, I�-dia. perforations A.6_:oport <br /> Pump size 11 A hp. (pumpable capacity :1.00 gal.4 cycles/day) I I H v---1ao �E�s �S�i �d p'Q-� `'•E`7 Aar% J Min. $-P/TES TING / <br /> Note: When constructing bed , this area shouiJ be shoped Note. Distance from treatment oreo to neighboring wells- Designed By: %&-Z 6P• ' <br /> to divert run-off from entering treatment area. 1'4' =11ka1AIvo 612=497-3566 <br /> PH. <br /> Dole yL/ , <br />