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- - - i - <br /> y: 1 s <br /> : t i • <br /> flig ..- -- - c. -- <br /> i . • <br /> - /D7. - <br /> 1.'X sago -(!) <br /> . <br /> SET- BACKS 1 r l< /CI' y <br /> 10 I <br /> • <br /> HOUSE • System must be: . <br /> Tank Jtj from property lines , X - E--��1n Sr4L w\QT\'` • <br /> from wells <br /> - . from b'dgs. <br /> • �''�,,; • Treatment Oreo —'from lakes , _ sstreams . <br /> Treatment oreo 00 frcm property lines NOTE Power supply and switches must be located in o <br /> weather proof enclosure outside the pumping chamber and manhole <br /> M�RL�� S rnNx,6" X5- from wells ' <br /> • ?.0 'from bidgs. <br /> • •� 1- -, 'from trees y SOIL BORING ELEVATIONS <br /> t r , t I(T �I <br /> m, Amin. I ' ) — -�` <br /> J. <br /> THAI EL.-! 1 <br /> . / "da.su fl �. d n C TH`2 EL. <br /> Tankr7 • -" ' gro.e�� /o <br /> TK. EL-may <br /> Tank ::I PRESSURE DISTRIBUTION MOUND SYSTEM S.S '"4 EL-)ol•r) <br /> Drop to Tank <br /> Min. I"to 8' • I �-Pumping S$T- ..5 EL - L2=z <br /> x . Mox.1"104' 4- 1:�=P -via S\-1,A�t..-cacs._) ELEVATION of PROPOSED PUMPING <br /> "� Chamber CHAMBER- cIF.y"Ivo,. --+n'l." cr)•C <br /> A"to 6"dip.pipet-;c:abtio RC c'oe-i-LStrm,) 9 ;;••:::) <br /> SYSTEM DESIGN -MOUND ' <br /> TYPE--.I._, BEDROOM , Average percolation rate `7 S miniinch (design.83 sq.ft treatment area per gal. of daily sewage flow) . <br /> . 9S0 gol./day x.83sq.ft/gd.7„a-- sq.ft.of treatment area 410% =1-,c(14 sq.ft. (=• 10ft.width= 4f-->V ft.length of bed area+side slope run. to I x!height= --Z C./ ft-x°1 - ft.lawn•area needed) <br /> Clean rock needed- G/CtU.sq.ft.treatment area x /,0,54 depth of rock=-0)c?cult=27= .7 cu.yds.(3/4"to 2l/f da. ,incudes 2"of rock above pipe) <br /> Clean sand fill below rock needed 19D cu.yds. approx. , sandy born bock fill a'rt? oayds.opprox., topsoil 6" cu.yd. }u . S+6N n P"`_1 i 1-•y - - •C <br /> 4.- Z°1549 = q1 co,Ka •'rt' <br /> c1, sC �1 - 13 -9 c. <br /> Number of tanks required Q. - , 1st tank 1zSUgot. ,2nd iank/oc^gal•miriTI ns Pt.us Pi-venv..1.. 4-H-Ave4�cg- • 5.�\ - .-...S -'"71Pumping chamber capacity- 25% of daily sewage flow of 1)..5-0 gal.= I C4c cot+reserve storoge of 6-46-4)n/bedroom= ' gal.+pipe bock dronage-- PRp ERTY OPnN)� 2'1.--‘ 1`“-1-1 -- <br /> of__1_ __e gal./IOOIin.ft-of_a-.dio. supply pipe, lin-ft.needed a , <O gal:+ manifold Re gal./1001in.ft of..1._`dia.pipe,kLft needed Z,__ai__gal. ,cin-- \".41,-- -2:.-11)t-ii Cz L <br /> total capacity needed 9 a7 D gal.(plus oreo for pump) :,-1-.... .._ rh,r. /Q-S-0 oa 1-4.K,c. <br /> Qom."))_lD , N.-11,i \-1 1: . Lo . <br /> Distribution piper.LL dia. , i 9u.lift., "/?=,7.dio. perforations 3 C-"apart <br /> Pump sizel�� hp. (pumpoble capacity "'y got.4cycles/toy) >-15F--N--s 3 p N mss .visc\-1A?--),E- 3q pr,) 1 m + n• S-P TESTING /1�., • <br /> .- <br /> . Note: When constructing bed '7' , this oreo should be shaped Note: Distonce from treatment oreo to neighboring wells— Designed By: 7 --6 --•"�'' —• <br /> to divert run-off from entering treatment oreo. ''?1'--4--c" -? ll'G ; Dote .9/i/-?, PH. 612-497-3566 <br />