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<br /> .. 1,,, 0,-c:-< y l�'t ,-, t' - N£.,,v gyp,.( -j 1 1
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<br /> -- - y.D 1`_I'-foo> Aida 14,e,c7'7 - VW.-t. '1S•Li
<br /> - 110 1-10-1a1— :4.0 SGsA -----/-)I N 13.y 1?' 0?LAO ‘./1 -‘,..1
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<br /> SET- BACKS /o` I
<br /> HOUSE System must be:
<br /> Tank 2.2' from property lines X- SP�-f t n1.-, Cz11lr Std\__ w»-c
<br /> from wells
<br /> from brigs.
<br /> ;. Treotment ores = from lakes, ='streams
<br /> Treatment area from proper lutes NOTE'Power supply and switches mist be located in a
<br /> IY
<br /> MAN1{nc.Es "':'n 17-" ..2.I.'from wells weather proof enclosure outside the pumping chamber and manhole
<br /> .i ��tF"`— L-142_.from bldgs.
<br /> l _i ►• /0'from trees y SOIL BORING ELEVATIONS
<br /> Irami
<br /> 1< —11
<br /> : min. � THIII EL .- 1.2. -rH`'��.A - �a.3
<br /> — °1).S -, I "dia.supply P
<br /> I grade. %TH�2 EL.-c,�,P3 -rte *a Ar _ S.o
<br /> Tank Tank - °`40 TH73EL..9 -- *3A. - '114.0Drop to Tank I PRESSURE DISTRIBUTION MOUND SYSTEM TH;'4 EL. i - * 1-1 - 9 S.j
<br /> TH'S EL- su* n - '1'?
<br /> Min.I"to 8' �Pumping • tr><1 -c)p a )-k.ti t �z 1a ous�.
<br /> Max.l'to48 '1.- Y-- F. -I- 1.1Y-S SIA�A`.t-oc�J Chamber 5 s11A U'�'U' rl°�-�,'� �'�')S'. ELEVATION of PROPOSED PUMPING
<br /> .. " D,,,_,.. " '' ',.. •7,-,-).1-1 ,ZV '-i4u�c .• 7-1,y/ CHAMBER- 0 ,0). G oCMT ')o,D
<br /> 4 l0 6 olio:pipe
<br /> SYSTEM DESIGN -MOUND ,L,s g•��
<br /> 1 31--rr-e £ \--,..%A-c� `71..o. d
<br /> TYPE--:1..,. BEDROOM , Average percolation 13.
<br /> Urate E miniinch (design.83sgJt treatment area per gal.of daily sewage flow) pot .
<br /> oc�
<br /> la ...xss tsr=� y10
<br /> gaVday x.83sq ft/gal.9c sq.ft.of treatment area-4-110'` = 5`)D sq.ft. (=10f1.width=�,._.ft.length of bed area*side slope run_a_to I x`2. heigtt= So ftx _ft.lawn-area needed)
<br /> Clean rock needed- S°iD sq.ft.treatment area x / 'S' depth of rock=S�' cu.ft4-27= .cu.yds.(3/4"to 21/x'da. ,includes 2"of rock above pipe) quti �-l1 2. 4 ra✓r
<br /> -6‘:1-4. -a- Clean sand fill below rock needed a3 O c 1s. approx. , sandy loom bock fdl a') a yds.approx., topsoil 6" r 2- W.yd-- c,oM! .o 1o..ttp Q 4.o?o -?o -foQsom- 0 2,- GL.Kv s
<br /> W ASvt-o - f,17,"urns fl..A.,=, (o^ F1.S.t -)
<br /> •r A.,c..-1-1 0 s- t,.\�S-T Number of tanks required i-, 1st tank a`�D got. ,2nd tank Ivo gat.mr*rtxms pW s 4i-t m?►N t� £-K'Am p e a-
<br /> E<ssssit, L4°`
<br /> e a rSoO is-00
<br /> 1gumpng chamber capacity- 25`/0 of dally sewage flow of/a o o gal.= o 0 gal+reserve storage of 15 0 ga 1/131 -ii.-oo gal+pipe bock drainage— PROPERTY 0F5.1c----t-c"
<br /> of ) g 1./100 knit.of_____I dia. supply pipe, 'init.needed..2s___) , pipeinit.1:___-S-,1" . )-se d ') ., "Z gal. .y 50 -t y cl o oy c9 -tc) 07-4.-.\-\A'o
<br /> total it needed / /L.„-,
<br /> 1 1, plus area for m ) cr,,_ rnt r . Z,0 0 0 a I.ca t1\y 07 %( ►-t ),I - 1.- -�`! /O
<br /> capacity /gal.( pump) 9 f- ,
<br /> Distribution pipe 1 )1 oda. , a ')U lin.ft, ')1-) 'dia. perforations 3 L"oport
<br /> Pump size <ihp. (pumpable capacity LL4.7 gel.4cycles/day) Live.-c) .,(c I HEAo t'g.�s..s ,D_s:)3.501-18ui 7 Z ' ° 'I hit n. I S-P TEST/NG INC.
<br /> - Note: When constructing bed -- , this Oreo should be shaped Note: Distance from treatment area to neighboring wells— I — -Z,-- -
<br /> 1 Designed By=
<br /> to divert run-off from entering treatment area. 7` `' `' ~ �' 1
<br /> Dote: :/_=/_ , PH. 612-497-3566
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