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<br /> OM Illesigiera
<br /> ]1 4, a 5 -co?ogs4o Lk., '
<br /> _tea _ FN`NloY•3
<br /> ?L A 0 V N"./ --___y °7-)
<br /> SET- BACKS _ 1 1 /O' �•>k a'.
<br /> HOUSE System
<br /> must be:
<br /> Tank Z0 ' from property lines x- ��'C`�is'� C','0 SA- � QT�c
<br /> t \ ,_ , '1/4:,,,,
<br /> so' from wells r p
<br /> ?o from b!dgs. "._ -
<br /> u„ Treatment area frern lakes , -streams NOTE: Power supply and switches must be located in a '
<br /> Treatment orea �� from property lines weather proof enclosure outside the pumping chamber and manhole
<br /> M14Nt{o1-65 11"6n L?." /tIkv�from wells , o`"�'
<br /> t?4cericc_ 20 from bldgs.
<br /> ii
<br /> !�' from trees u SOIL BORING ELEVATIONS
<br /> 71
<br /> 'min. I THVI EL.- luLin -;N* L, -/o-t.9
<br /> so, u a"dia.su I :•- grade J%TH..2 EL.-.1 J
<br /> Tank :l ' �0 EL.-
<br /> Tank PRESSURE DISTRIBUTION MOUND SYSTEM
<br /> Drop to Tank I '~ 03.3
<br /> Lam,- .,r4_- t�a�,c,�c. TH. 4 EL.-222.L.-3
<br /> Min. I's to 8' k---Pumping TH75 EL-/215.9
<br /> max.1"to4' 4. Y--.�P '1-1R>a`e...S SNP,tLocoJ Chamber ELEVATION at PROPOSED PUMPING
<br /> CHAMBER-/05-.0),, pa.. ,t- ioc.o
<br /> 4'l0 6"dia.pipe •q"�-',.-ors ,-w.\-7 c sL.OL- - -- I)5• 5
<br /> t' ,-Ow<�-S x L-oo-,:e - ;3').
<br /> SYSTEM DESIGN -MOUND
<br /> TYPE-1, __ __. BEDROOM , Average percolation rate 2.:.. min./inch (design.83sq.ft treatment area per gal. of daily sewage flow)
<br /> !BOO gal./day x.83sq.ft/gal.Hci Y sq.ft.of treatment area +10% ::__`:.__r).sq.ft. (= IOft.width= -.s.-.- ft.length of bed area+side slope run oto I x 3`_height= L)3 ft.xL4JL ft.lawn-area needed) CJS•
<br /> r
<br /> Clean rock needed- 2,c_2_1(:__.1�sq.ft.treatment area x depth of rock={'y = _cu.ft27= I cu.yds,(3/4"to 21/x'dia. ,includes 2'of rock above pipe) tau-e-. • ):11,3+ 1______4_ 1 /,
<br /> topsoil6" �'0 cu.yd. cAMM cs- -to.AV•0 yo�d ..f0 -foeso�,_ `'i G0•�4gs
<br /> A Clean sand fill below rock needed 3-2:5-cu.yds. approx. , sandy loam back fill cu.yds.approx., Y -- - "�oos�fit-L- Lon Ftt�t)
<br /> u3As�o __ _ _ _ _ eta -
<br /> Number of tanks required ' , Ist tank o o J gol. , 2nd tank o° gal.minimus Fs.s PL-11-r.‘PI N 1, �1-t X1m t'�e Q-
<br /> Pumping chamber capacity- 25% of daily sewage flow of 1°gal.=/6-0 gal.+reserve storage of 15 0 ja 1/BI-- .1..Z..22_gal.+pipe back drainage- PROPERTY OF 011 1-)b 1a M
<br /> of JS gal./IOOlin.ft.of "dia. supply pipe, lin.ft.needed 9n , J.b__gal+ manifold Jigal./IOOlin.ftof a "dia.pipe,lin.ft.needed ,Z- gal. • Soo O"6-,NT- q "7-70, L" ,`. •
<br /> . total capacity needed `?'d 'gal.(plus area for pump) ug s_ min. /Doo reit.c4 P. 0--0,).5.0 I"? \^ "``' *' • C.. D
<br /> Distribution pipe 1._:___;L•ii "dia. , / 5'1 lin.ft., I -"dia. perforations ? "apart
<br /> Pump size 11a hp. (pumpoble capacity )141 gal. 4 cycles/day) U sem' ' H-fro Pg •bs '_V,Se�1 FLS-1-.,' --- `10 CS°+11 Mtn. I S-P TEST/NG .//VC.
<br /> Note: When constructing bed , this area shou'd be shaped Note: Distance from treatment area to neighboring wells- Designed By: - `'=' /"~- — .
<br /> to divert run-off from entering treatment area. l-%'-, PA. . "> ' '!o
<br /> Dale:_:,-/:-/,:',7 , PH. 612-497-3566
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