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4o lo1x (.7-ar-oc_k- Re-G. ( _ _
<br /> ?LAO v1' -�•..l ,_ `, 6,D
<br /> SET- BACKS 1
<br /> HOUSE System must be:
<br /> Tank from property lines x- SP�-k'i hl--a �}� Ax_.._ U )\4----
<br /> from wells
<br /> from b!dgs. ^�I w,�-t�-A �S
<br /> _flal. Treatment area frcrn lakes, ._ s#-t<eems
<br /> Treatment area from property lines , NOTE:Power supply and switches mast be located in a
<br /> • • ri o??�4NA33t. ,u0 )00'from wells' s ''`'*''s° weather proof enclosure outside the pumping chamber and manhole
<br /> tl 6a�eF,c� IJP\YwT ,from bldgs.
<br /> „ :_, k la from trees 1_3 SOIL BORING ELEVATIONS
<br /> _min. -1 -' ' ,, - THAI EL.- `tLI,)
<br /> 1 _1� a , _ grade 5_° 4t S••r
<br /> Tank Tank (oo TH"3 EL--
<br /> Drop to Tank ` 01
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<br /> r1 PRESSURE DISTRIBUTION MOUND SYSTEM T1-174 EL_
<br /> 1
<br /> Min. C to 8' Pumping 4J‘••••'-v74y+PLw\$�z TI-17 5 EL-
<br /> Max.l'to4' 4. Y-- -P -1110,1YGS SNi'+'A\.-k--ouJChamber _ ias��a.i ELEVATION at PROPOSED PUMPING
<br /> '4'to 6"dia.pipe ii L CHAMBER-
<br /> SYSTEM DESIGN -MOUND
<br /> TYPE- _, 5 BEDROOM , Average percolation rate fa min./inch (design.83sq.ft treatment area per gal. of daily sewage flow)
<br /> 10 gal./day x.83sq.ft/gal.(o2,- , sq.ft.of treatment area 410% sq.ft. ( - 10ft.width 7.��-ft.length of bed area--side slope run oto I x`�height= 2 -ft.x ffL ft.lawn-urea needed) t1) ,
<br /> 3 : t 0 w 1cs vow_ Z
<br /> Clean rock needed- sq.ft.treatment area x /.D depth of rock=(,aa cu.ft=27= a cu.yds.(3/4"to 2l/t'dia. ,includes 2"of rack above pipe) qv�, �A1.s•g _ A-
<br /> to soil 6" `63 cu. _ - -otr't.M•>✓ c "fo.Avs2 40° 0 -Co -{oQson, /140 Gu.`{-s
<br /> ' Clean sand fill below rock needed 3 t00 cu yds. approx. , sandy loam back felt 2 a.yds_approx., p yd n
<br /> waseo _ __ •_ f:l�_�oo ��1Lt:-= � _ fitr��.)
<br /> Number of tanks required a , 1st tonk got. ,2nd tank/00 0 gal.m ntrrxrns Ew s ?Lim P i N t3 c_-N-,m 1
<br /> Pumping chamber capacity- 25% of daily sewage flow of 0.6 gal.= l'3 S5 gal.+reserve storage of 15 0 ga 1/81 .2..,, Q...gal.+pipe back drainage-
<br /> PROPERTY OF: 51-1fAL-\_-`1) Si'o' - "r1•
<br /> of_LL goi./1001in.ft.ofd_"dia. supply pipe, lin.ft.needed, ..LL.got.+ manifold ilLgali1001in.ft of "dia.pipe,lixft.needed ') . , Z gal. .1 •D,`-) s (k)oo`q -411..L. -
<br /> total capacity needed 9 6) gal.(plus area fo pump) uSs. rill r,. 1 (7 g'+)-tete, Paw'P `Pc 14 a 01-0 130 M !-4' ...\)•1 ' L'D
<br /> ,,„,,, „e. Distribution pipeI'1Z da. , 1e-bo Iin.ft., 3_...42 dia. perforations c "apart -
<br /> 12v`M'� * Pump size tt11t�hhp. (pumpable capacity ' t) gal. 4 cycles/day) s - )a t ' 1--I --p o Pg.-ss 'p__5c-A --g-- y . A I S-P TEST/NG /
<br /> T`, � y Note : -tVFien constructing bed - , this area should be shaped Note: Distance from treatment orea to neighboring wells- l Designed By:.,72/1----6 ;9t'''"--
<br /> to divert run-off from entering treatment Oreo. � 6,-,< ��PA-c, !0 1 Dote:H/Il0/03 , PH. 612-497-3566
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