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<br /> SET- BACKS
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<br /> HOUSE _ System must t✓e: - .
<br /> Tank x a t -r
<br /> c k 20 from property ,ane
<br /> _ '1 ,-L ' .r�' i t T ' - • . - •• 7.' .fro;n wells •
<br /> . \'-f V,41-•-•'\? ,i, �a from b'e, s. .
<br /> x_c....J `? , LG-{%'' '.z �=f`I„i Teo':re�,t area •— fro-n loes , _`� StreornS I o„� �• ''
<br /> Trecl±rent area ao from property lines NOTE: Pev,er s Jpp.y and _.ti-� c ,es r�>5t be l cc ed ;n a
<br /> `,wecther prauf cnc..,5,re ou`scle the pump;ng (,`o:i bar and rnah'Ioe
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<br /> r^^�PeL-S Yq>~x.c"-IA" ')S from wells-_ cLfi' a0.from b'i'gS.. _ ___ —
<br /> t ,1.��_. �.Q frorn 'rees ' S�;`'�- r,O1�',\G ELEVATIONS
<br /> 1 � c It I
<br /> n,:n. �_ Til 1 E! - �
<br /> do.S-� y P_tx' — d -2 TH.r2�"L._17 2gra .
<br /> Tank• Tank =--_ TH."3 EL.'n2?
<br /> Drop to Tank .______11
<br /> PRESSURE DISTRIBUTION MOUND SYSTE'�1 T}i"4 EL�_ _
<br /> t ! - J —^ - 7'3.5 EL-
<br /> Min. 1 to 8 -Pumping '
<br /> . �f Mox.l"to41 4- k-Y P -S\'\)- Y--S SNA� _.ac.NJ _ _ Chamber ELEVATION a1 PROPOSED PUMPING
<br /> 4'lo 6"dio.p;pe ' .04(N -c-041.• _.-r-pktav--s .v--17a)-kK ._ CHA\'B;ER- '1S•O
<br /> A-V-V— Lc c.A- t3 -4...-e,(4) -S-14 - - k,v-O ) Cil- 1.4 ti-- --- )o c,o
<br /> SYSTEM DESIGN -MOUND •c �
<br /> i -c _5 TT11�1_ ti -
<br /> s trt . _ - ��i"i►=-a/-u. , sLA c3 9 3..5
<br /> MX:. L,� �� ,43J L >4
<br /> pc >` aci�1x{- ‘f• t1+�=se 1,;r;K o=N Usea
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<br /> TYPE— ., . _ BEDROOM , Average percolotion rale 17.5 min./inch (des;gn.83 sq.ft treatment area perga'. of daily sewage fcv)
<br /> j 1 • -.- b gal./day x.83sq.ft./go!3'73 sq.ft. of treatment area +10% = 410 sq.ft. (-: 10ft.width=.'4J'_ ft.'ength of bed arra 4 side slope run oto l x 3-6 height= _3_. ft.z_Vft.lc„n-area needed)
<br /> ,� Clean rock needed— Yj .sq.ft.lreotrnert area x /.0 5' depth of 1/ 1rock--:.(-4..3P yds, 1dia. ,includes 2"of rock above pipe) /
<br /> I, • Cleon sand fill below rock needed_1 0 cu yds. approx. , sandy loom bock fill._;,_0__cu.yds.opprox., topsoil 6 . `� cu.yd. 1,_'10c--•_ _' ,..1.:113 ....-� _c--'c'-`c". "\ __L•-_`�. .
<br /> ' . (mac co --1,r,\ �o c•;oma �_o io - -c3 -T"b�soN,Fc, 1V'Q c 1-:m L,a- S,r.Y s.- , $__ ,:1_0.-sc-t )
<br /> Number of tanks required c , 1st tank/000 got. ,2nd lonk/QS7Qgal.minrruns P>,.>~�s FwNvozNy.11� 4th »:�c-v
<br /> Pumping chamber capacity- 25% of doily sewage flow of ys0__g•o!.=1L�r•oi.4 reserve storageof 150 JL�i 1/B::.4SP<-al.4 pipebock draw e—
<br /> i � P 9 P Y-' Y �9 j � PROPERTY OF: TA1�- � �o����
<br /> �' ' of 1'' •al./1001in.ft.ofd"dia. supply pipe, lin.fi.needed 11 O , 3 a got 4 manifold.1 gol./100linft of a�'do.p;pe,tn.ft.needed `)_ , a gal, c, p �F . .12�-Tlf� Rt .
<br /> total capacity needed b 9 (coa1.(plus area for pump) u�� rn,r,/000 oa l,«�. • .0 O 1J () 1.-a . 1-;-' t--k'4S• Co-
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<br /> ` Distribution pipe.11dio. , Al Y.....!•n.ft., 11y 'dia. perforations.3,(,-...lopart _
<br /> . Pump size bhp. (pumpobte capacity I cal. 4cycles/day) u•_:..‹,,.... a 0_' N v�o _c'QE':.�—
<br /> S-PTFST/h✓G /N
<br /> Note: When constructing bed , this area should be shaped Note: Distance from treatment oreo to neighboring welts— 1 Desi ned E J S% �i {- --
<br /> to divert run-off from entering treatment oreo. L >� -11-1)41-i-1)4?-f 100 g y
<br /> LPN. 6!2-497-3566
<br /> I Dote:11.43Q/.&
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