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<br /> HOUSE - System must be:
<br /> property lines >C - ---_,-7--------<:-----1.r) .'•�- --,. P�..v-f' 1• -
<br /> Tank �� from p y
<br /> 'V-Ut.-\- "F,4 -- --\-\-- .2i' from wells
<br /> WA\--V-- -oil' LQ from bags.
<br /> "v,„„ Treatment area =:from lakes , S' streams
<br /> Treatment area =2/-) from property lines NOTE: Power supply and switches must be located in a
<br /> ! I M/+�t�a��S n from wells weather proof enclosure outside the pumping chamber and manhole
<br /> exiLeF1« a0 from bldgs.
<br /> I 1— --, ` in from trees SOIL BORING ELEVATIONS
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<br /> Tr" lomin. ( I I i 7-----
<br /> - -1 TH2I EL -Mi.
<br /> / 14t • 'a`�o' v� grade 0/0 TH."2 EL.-_J_L_ )
<br /> Tank II i Tank n,:_i_-----.;:: �,a. '4 `�
<br /> Drop to Tank f ! I I s 4 PRESSURE DISTRIBUTION MOUND SYSTEM t'�'� TH. 3 EL.- I!a.3
<br /> f �� TH.4 EL.-
<br /> Min. I"io 8' ` Pumping TH. 5 EL.-
<br /> Max.I'.to4, Y---f----C-----. -11-\1a`GS S\-\A\_t✓0LtiChamber ELEVATION of PROPOSED PUMPING
<br /> 4"to 6"dia. pipe c\�C\*-i L, -Ila /s-1h'1 `s"� Ix'?00 CHAMBER-°l`-/..Ot ,'71-1w17 97.c0
<br /> Pt -l- "R‘.( -11-1- - L\-s'! 1)-14= -' off., - tay.o�,wv. a-r \-s-r -t-A}-\K- - 99i.
<br /> SYSTEM DESIGN -MOUND '�t--\�-t5-1-�S w z -<t u\.k-T -(0'F o I I - `1-1-
<br /> ugou,-ko 4- - a"9 -SKIvk - 99.5-
<br /> ; TYPE' , BEDROOM , Average percolation rate 2.(2..._a min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) moo' C7F " - 9i,54 '
<br /> las7.11.gal./day x.83sq.ft./gal.4930 sq.ft.of treatment area +10% =54') sq.ft. ( - IOft,width= ft.length of bed area+side slope run_Lto I x 3.°) height= `I L) ft.x ft.lawn.area needed)
<br /> Clean rock needed- S`i'1 sq.ft.treatment area x1.0< ' depth of rock=:-5'-)9 cu.ft4-27= I cu.yds.(3/4"to2l/f dia. ,includes 2"of rock above pipe) /
<br /> w qs Clean sand fill below rock needed a SO cu.yds. approx. , sandy loam back fill "S cu.yds.approx., topsoil 6 ') cu.yd. .B�L�•_R1ao__-Q C .—) •_`t__.
<br /> Z�e.,0;z LIS? -co Aov X0°70 -co -roeso1L fol- ‘v -LA _S4QY1 - q(.., G�Yo.-<0-cr.‘...)Number of tanks required D, , Ist tank 100 0 gal. , 2nd tank/OU O gal.minimums PLta s P1-t m P►aJ U Am p c R
<br /> Pumping chamber capacity- 25% of daily sewage flow of (4,U. gal.=)Su gal.+reserve storage of 15 0 ,?i 1/131 ...C2_.gal.+pipe bock drainage— PROPERTY OF moa' \ c-,\r-\l .1,1). v K.)
<br /> of)/gal./IOOlin.ft.°LLD "dia. supply pipe, lin.ft.needed a`1 , H 3 gal.+manifold II gal./IOO lirtft of dia.pipe, lin.ftneeded 0 , -2-- gal. 222_l \ - o 1L UgC,y
<br /> total capacity needed '19•S gal.(plus area for pump) uSE rnrn. /00D gal.ca?. D?-tC) >`./1> 1 . !-Fit-1t`( . O • II
<br /> Distribution pipe /,L dia. , 16-'7 lin.ft., I/L) dia. perforations 2..Lz"apart
<br /> Pump size.)/_ _hp. (pumpable capacity lt'7.(gal. 4cycles/day) Usama asci H�Po 'RGss OLSc /152-1u� tt0 Get1) m\n. _ $—P TEST/NG INC.
<br /> Note : When constructing bed - , this ore should be shaped Note: Distance from treatment area to neighboring wells— Designed 9y �' .��L2.c --
<br /> to divert run-off from entering treatment area. L>Y. ' -7. - '1144--I' )OO
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