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1 y.1 SS
<br /> Iry'91- )V;i ___ /° ( ID'7,S t.ANS'' 'a
<br /> vT 13' F-0c.x— civ—o — — v— —
<br /> \�-I • SS I^ 12-04-v- S fl
<br /> `• '-1.o \---..._-S of s Go 14,‘i
<br /> •F � h
<br /> 39 ` )1 a: 54}k.o -��. `t°t1-1 9
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<br /> ?LAO V V/ �-` L-4°,0
<br /> SET- BACKSI y I, /0' ,,� a
<br /> /�' a3' )S�uo
<br /> HOUSE System must be: t x's-ss.l\.__,
<br /> Tank 2�' from property lines X - -��«"---1 SIN Sr4�- uJ\9TYr •
<br /> ").< from welts
<br /> zv from b'dgs.
<br /> _'il,;,, Treatment area from lakes , ^ streams
<br /> Treatment area zJ from property lines NOTE:Power supply and switches must be located in a
<br /> M/4Nt{o45 :�n tom" ?a from wells weather proof enclosure outside the pumping chamber and manhole
<br /> ti eRLer,Lt_ 2v from bldgs.
<br /> ' .• `r c� �C from trees y y SOIL BORING ELEVATIONS
<br /> if-
<br /> - 0min. 1'
<br /> ----0/0
<br /> TH1-A-EL,-9`)t,,�
<br /> { --1' da.su SI grode L% TH' L.-59 t..L)
<br /> Tank i Tank :1 - IHS '- TI-I."3 EL.-
<br /> PRESSURE DISTRIBUTION MOUND SYSTEM
<br /> Drop to Tank Its TI-174 EL.-
<br /> 1
<br /> Min. I"io 8' • k—
<br /> Pumping TH`5 EL.-
<br /> Max.l"1o41 Y-.-r P TiNU`LS SIS-A\_‘.....0 L),J Chamber ELEVATION of PROPOSED PUMPING
<br /> .4"lo 6"dia.pipe CHAMBER-Y �`6`e,S.
<br /> �wiQg56a.0
<br /> to 0.',:)." A-t ws-Ci>Al> \ Th 9�6.H, --foo-Go1\Y-1
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<br /> SYSTEM DESIGN —MOUND i) ,) ., zr< „ � . - ,-).s-
<br /> I
<br /> `141.v
<br /> v5 " Css. t ” 7.5
<br /> IJ
<br /> TYPE-T, BEDROOM , Average percolation rate S• ) min./inch (design.83sq.ft treatment area per gal. of daily sewage flow) A� r,o,�,
<br /> 7 So gal./day x.83sq.ft/gal.,Co aD sq.ft.of treatment area 410% _��y sq.ft. (- IOfl.width=� f1.Ie gth of bed area+side slope run`1 to l x`t-2-height= `� s ft.x 3___ft.lawn•area needed)
<br /> aeon rock needed- 13 0 sq.ft.treatment area x/•°S depth of rock= t-k- cu.ft_27=_cu.yds.(3/4 10 2 V2dia. ,includes 2"of rock above pipe) lat.)—e—, '*A)..>.q _ -, . a•-2-
<br /> ' Clean sand fill below rock needed ?O cu.yds. opprox. , sandy loam back fill s cu.yds.approx., topsoil 6" 3 S cu.yd. �-�c.ct-1M Np -Co Prov tio7o -Co -fosoi'. SO G►.N.�gs
<br /> c3 AS N-1-- 3:�' /COO �'+1 s
<br /> 1 -S) S
<br /> > C> -1'A�+�S _ . f, 1).'A,-oo5�V-1LL= lo" (17-1;A-L)
<br /> Number of tanks required 3 , 1st tank/000 gal. , 2nd tank/cco gal.rrum
<br /> ncros FL.L1s�pi_1mPt J c_N-Arn- 9--
<br /> Pumping chamber capacity- 25% of doily sewage flow of --7,Cb gal.= gal.+reserve storage of 150ge:1/B) .'3.51D gal.+pipe bock drainage— PROPERTY OF ?'111- SS V
<br /> of_)gal./1001in.ft.of___a___"dia. supply pipe, lin.ft.needed 1 H- , a to gal:+ manifold .gal./IOOlinft of dia.pipe,Inftneeded ') , 2- gal. i'-6 5 v,t �1a-c- L.4 , N 0 ,
<br /> total capacity needed ,�(' gal.(plus area for pump) use n
<br /> rnt . IPSO gal.caP. o- - - 0 1-'1' 1 . 1--)- -k►-a e0
<br /> I _ 1,) -1-0-94t... t
<br /> Distribution pipe "2-oda. , lin.ft., �dia. perforations31• "apart (., ups-S)u
<br /> pvo 'o 39 L)• '
<br /> Pump size 112}hp. (pumpoble capacity DO Logol. 4cycles/day) J-J��-c) a ' 1-1�f>o Pg.Es..s _pv5c. -IFL��-� SJ co ),\ >n,n, S-P TE.S /NG / G
<br /> I
<br /> 1 • Note : When constructing bed - , this area should be shaped Note: Distance from treatment area to neighboring S'lls— 1Designed By
<br /> to divert run-off from entering treatment area. 1'�- 4 -s-- 1)- ---k 1 i 1
<br /> 1 Date ?/.2 /Z?. , PH. 612-497-3566
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