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<br /> t.-1'SaPoo. �} X3,5'
<br /> . L_.y 3�0
<br /> SET- BACKS 1 1 io' 4, 1
<br /> HOUSE System must be: - •
<br /> Tonk o' from property lines X - 5-.-.. ...e_.--(1c,1,-.1 c2,A S A L t.,..)\•0-‘*-Nat
<br /> _al' from welts .
<br /> from b'dgs.
<br /> • -"wM,; Treatment area ='from Jokes,. streams. w *'°S
<br /> Treatment area 2..Q.,' from property lines NOTE:Power supply and switches must be located in a
<br /> MP-Not-CS veiny. �7S'from wells weather proof enclosure outside the pumping chamber and manhole -
<br /> eaceFitL 2o'from bldgs.
<br /> t- -, 'from treesy SOIL BORING ELEVATIONS
<br /> _Orrin. 1 am • •
<br /> I a .
<br /> r TH. I EL.-2249.
<br /> I dna.su I -� TH�2 EL.-103.2
<br /> Tank I—
<br /> I :r� grade %TH+3 EL:X03
<br /> Tank I PRESSURE DISTRIBUTION MOUND SYSTEM
<br /> Drop to TankI [ , TH;'4 cL-
<br /> I '�Pumping
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<br /> Min. I"toe' - TH'5 EL.-____
<br /> e Max.I to 4 4- r..-��GP -TAU`c SNA'ALLo r_.I,_) ELEVATION at PROPOSED PUMPING
<br /> Chamber CHAMBER-"7-12c>.
<br /> 4"to edict.pipe fo_P_ - bL.oc.V- A-PP-t?-on( _g9.0
<br /> SYSTEM DESIGN -MOUND
<br /> TYPE-:, BEDROOM , Average percolation rate 13•'0 min./inch (design.83 sq.ft treatment area per gal. of doily sewage flow) _
<br /> 141 UgaI./day x.83sq.ft/gol.3 ?'4 sq.ft.of treatment area +10% = 410 sq.ft. (= 10ft.width=4 / ft.length of bed area+side slope run.... to I x height= ..ft.x_ a ft.lawn•area needed) .
<br /> Geon rock needed- y IL)sq.ft.treatment area x h Os depth of rock=�cu.ft-27=11--cu.yds,(3/4"to 21/i'dia. ,includes 2"of rock above pipe)
<br /> Clean sand fill below rock needed I')O cu.yds. opprox. , andy loom bock fill..L2a.yds.approx., topsoil 6" Sc, cu.yd, A uc•--. s•a�-' ____ J.S J
<br /> �PrFi�C'11� 19 -Cc. Aon �.o% ^Co -rotsu `� cost ‘ g�_L,a�.�Q_.s sS-_4z,is- c� ��ct�;]
<br /> Number of tanks required r ., 1st tank/DDOgol. ,2nd tank/6 DQgol.miniruns PLS•:. v1.4.-+-%P%►i � ,a",.:.c-�-
<br /> Pumping chamber capacity- 257/0 of doily sewage flow of 4So gal.= I I a gal:+reserve storage of got./bedroom=a, 0 got.+pipe bock drainage—
<br /> PROPERTY OF: c_61Al-ails- €.-x V144-4 14Ste.c
<br /> . of 1 `d gal./1001in.ft.of._a:dia. supply pipe, lin.ft.needed OS, 2_2go1.+manifold I Kgol./10Olin.ft of udio.pipe,ln.ftneeded..L0._ , a gal. Slec) o -11lD PPR-V-- ?t
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<br /> total capacity needed /401 gal.(plus area for pump) I..,-,,t_ r,,.,-,, /DoD O I-c f_ OV-01-1 0 VI Ni . 14 ?..l1...1 CO
<br /> Distribution pipedio. , I I`) .lin ft., ��4.*dia. perforations 3!o"apart
<br /> Pump size �Z-hp. (pumpoble capacity ISS'gal. 4 cycles/day) u``c-=v ' r-a u._ <: �c-•:. •v_l s - Jr -(-0 A7-1,C_ 3 I g,l , ,-,. I $-P TEST// (
<br /> Note : When constructing bed -.- , this area should be shaped Note: Distance from treatment orea to lneighboring wens— i Designed 9y: (� %rte
<br /> _. to divert run-off from entering treatment area. /... F--SA--1V42- 'TVkA)4 160 ;
<br /> Dote :6/at4 t, PH. 612-497-3566
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