|
I to i.Lr4i' •Rol-* $VO11 (QS - 7.-c,"'
<br /> ;
<br /> 1
<br /> - 1c) - 3.� �'1 0 U'rs� 3.4
<br /> bo 544c ` "- 112'3
<br /> SET- BACKS 1. I j /0' ,1 1
<br /> HOUSE System must be: •
<br /> I\
<br /> Tank .1.' from property lines X - S F- -'<l d*- c2)A S' -
<br /> .2 from wells
<br /> off, from b'dgs.
<br /> -"n; Treatment area =•from lakes, ._' streams
<br /> Treatment area ao from property lines NOTE:Power supply and switches must be located in a
<br /> t-144-410L-6s +�+:�" 17• 1 IC from wells weather proof enclosure outside the pumping chamber and manhole
<br /> _QRLCF��c_ 2.4_'from bldgs.
<br /> �ooa.�,-qy.e ?' L; �, 12'from trees S _r SOIL BORING ELEVATIONS
<br /> I 1 I' ,ao,o I f— II
<br /> Utz v��( min. - -- TH.'1 EL.-5'J.,14
<br /> 1 o TI-1.°2 EL.-.L.s
<br /> pe4seeni / -90'- grade� /o
<br /> Tank TH d3 EL.- s
<br /> �,,,,,,,,,�qa.s Tank PRESSURE DISTRIBUTION MOUND SYSTEM
<br /> Drop to Tank �� TH74 EL:
<br /> Min. I"to 8' ILPumping
<br /> TH."5 EL.—
<br /> Max.I"to4' 4 Y.--? -CA1.1V-S SNA A��..o(Ai Chamber ELEVATION of PROPOSED PUMPING
<br /> CHAMBER- %I.('Leo. �w�•Q ,sa.c�
<br /> .4"to 6"dia.pipe _ $Asm --- Ss. 113 sty.c.cR.-qL.S
<br /> SYSTEM DESIGN -MOUND • A•The ew . mow%►.) .))k " - °I1.5
<br /> •
<br /> TYPE- , ....S._ BEDROOM , Average percolation rote 1). min./inch (design.83 sq.ft treatment area per gal.of daily sewage flow)
<br /> . t)SO gal./dayx.83sq.ft/gal. (,atesq.ft.oftreatment area +10%_ ' _sq.ft. ( . 10ft.width= toc/ ft.lenglh of bed area+side slope run .. ...toI x height= _ _.4 ft.lawn.area needed)
<br /> aeon rock needed- L v9 sq.ft.treatment area x /•O S' depth of rock=�lLte cu.ft=27= a') cu.ydss(3/41to 21/x'dia. ,includes 2"of rock above pipe)
<br /> -C4?-4.4--- ±�r Clean sand fill below rock needed a.0 cu.yds. approx. , sandy loam bock fill'_ou.yds.approx., topsoil 6"
<br /> `6,--A cu.yd. 121‘) -• SA tco '*-p'C\&• 1. a I
<br /> c,�gstt o tLEt�e�MWO_
<br /> EO A�oo_ .0'1o_tCo1 D?Sox�_f9F SLR&t$.k - ko9' 9 I ti'o)
<br /> Number of tanks required A_—, 1st tank a v gal. ,2nd tank oB gal.mirimms pWs PLA rr1P%14 , iAmlbER-
<br /> Pumping chamber capacity- 25% of daily sewage flow of BSc) gal.=t t?ce gal.+reserve storage of 15 O ga l/BF ,r),(0 gal.+pipe back droinoge- PROPERTY OF: L' 'vf-k,(eCDtr‘
<br /> of_1 'gal./IOOlin.ft,of_3_"dia. supply pipe, lin.ft.needed -, ./.1.._.gal.+manifoldt'�gal./IOOlin.ft of 3"dia.pipe,lin.ft needed 0 , 't- gal. . 00 ot:t) L-Qta1z L-1101--e- g4.
<br /> . total capacity needed 1.S b gal.(plus area for pump) . Sri n. I a,S0 9q I.tete.+ass. 1 So o v.,1 t.,,,r cog. pe,,,,eN, ,¢cos, ifc q,,E O'et9 i 1 0 1-,1 s aO
<br /> - Distribution pipe 13"da. , 1'7 4 lin.ft., ' '.dia. perforations 'apart
<br /> . Pump size L hp. (pumpable capacity_2.4b.gal. 4cycles/day) use-o. 1(o ' 1-10:14o PR.labs 7 flLScdt v-e- 3G1 Gra) tot n. $-pr TEST/NG / C.
<br /> Note: When constructing bed , this area should be shaped Note: Distance from treatment oreo to neighboring wells- Designed By: a•.SL
<br /> to divert run-off from entering treatment area. JA1POO'KOV- �N).A-S ' /O0 r ,
<br /> • ( Oote.�AS/2,(, PH. 612-497-3566
<br />
|