|
' ..
<br /> - /9 '-
<br /> • . . • .
<br /> Li .Is ,
<br /> ..
<br /> A,. _‘
<br /> lo'xSS/ '?ocX- C3ED =S_ `
<br /> ... i, „ , _ _ig,
<br /> ....,
<br /> _ / 0) _-
<br /> oyo':,_)_a 4-3
<br /> •
<br /> 1:7L-1-\}-1 VN' --1,,•\/ tioT-to sc.ALs- - `__—__ P`�
<br /> 4,SET- BACKS `. 1 I y /o' = 31
<br /> HOUSE • System must be: • TT
<br /> • Tank from property lines X - EC--(t b 'f3.S r4\_ W v�'�Yt
<br /> 1.11-L c.t?S'C vh r-t-1 L from wells
<br /> (,JAt.Y---o:-rT- Q from bldgs. w�;; ,,,,
<br /> "ll :2_5.Treatment area .from lakes , .
<br /> 'i streams I and switches must be located in a
<br /> - - Treatment area a from property lines
<br /> NOTE: Poweroosupply _ _
<br /> M/I�N�L�s m'�n �T " from wells weather proof enclosure outside the pumping chamber and manhole
<br /> . t3QCCF,cc- 2_) .from bldgs.
<br /> 1- -, - _/ from trees ;._ SOIL BORING ELEVATIONS
<br /> pi I i
<br /> ' t •
<br /> _—11
<br /> THAI EL._ - " c,- L',,7- .y
<br /> ?��min. t
<br /> ' 1-== I a "dia.su I , - grade TH."2 EL. . `�
<br /> TanTank 1:1 - / TH. 3 EL: e
<br /> Drop to Tank I PRESSURE DISTRIBUTION MOUND SYSTEM T H,"4 EL.-9.)-4
<br /> i L- -N-\- - m4-1->,\PvL'�.
<br /> • Min. I"to 8I v-Pum in TH`5 EL.-a3.2
<br /> • Max.l"to 41 'i=P -VA Y--�.• GN'aN.-�-^� p ELEVATION of PROPOSED PUMPING
<br /> "� Chamber �s,o >`vv Pa'.�,� �r •0
<br /> CHAMBER-
<br /> 4 to 6"dia.pipe la4F'w n. •CoP o ��-1'-- o 1. c
<br /> SYSTEM DESIGN -MOUND +' L. F'-`'ov- - 9.3 -°-
<br /> TYPE- ., � BEDROOM , Average percolation rote )4-14 min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow)
<br /> . leDC gal./day x.83sq.ft/gal.y47`/ sq.ft.of treatment area +10%_ .51-\0 sq.ft. (= lOft.width= S5 ft.length of bed area+side slope run `oto I x.L°height= 4 ' ft.„ °0 ft.lawn•area needed)
<br /> Clean rock needed- c-i') sq.ft.treatment area x /05 ' depth of rock= '-!`i cult.:. 27= 1-cu.yds.(3/4'to2l/f dia. includes 2"of rock above pipe) /
<br /> Clean sand fill below rock needed V S cu.yds. approx. , sandy loam back fill V 4� .oi.yds.approx., topsoil 6. 0 S cu.yd. Ft 0 :---. SP)- t)'�-' �"0 p
<br /> (....)12%.5%- -;:> Mt✓a��1� �O Aad 3 o io - o 't o 'So���� tR g� U.s���••1 ---c'•- --
<br /> Pumping
<br /> =-L � �_'L-rr
<br /> Number of tanks required , 1st tank/)ovgol. , 2nd tank"��' gol.mirunms ?Luc Pu..,P%►J ww»�
<br /> Pumping chamber capacity- 25% of daily sewage flow of '�- gal.=i L gal.+reserve storage of 15 0 gh 1/BF - "00 gal.+pipe bock drainage—
<br /> . PROPERTY OF: A�c-•-11 '�- 0T-9 v
<br /> of 1` ' gal./100 lin.ft.of 2 .dia. supply pipe, lin.ft.needed ) )0 , L gol•+manifold. 1�gal./IOO lin.ft of_.,1,.."dia.pipe,fn.ftneeded ') , gal. p-� 3 ' �� 1 + Ugc��'� Ox
<br /> l. - total capacity needed '7') D gal.(plus area for pump) u�� rn.r. ^t% Cr,l.ct..f. � nom)-'O M t`I . 14 0- - C D -
<br /> Distribution pipe dia. , '�`1 .lin.ft, 11 "dia. perforations?'•- 'apart
<br /> , _ Pump sin JIB..hp. (pumpable capacity \ 0 gal. 4 cycles/day) us- �'. N C-14 C'�E`.` t \' N 1��- 4 D czy.,1) v.,n- - 7 S-PTEST/NG //1C.
<br /> Note: When constructing .7bed this area should be shaped Note: Distonce from treatment oreo to neighboring wells— ! Designed By: �(Q i.- OD• 47-!-`-"'`
<br /> to divert run-offfrom entering treatment area. �'� �� leo II Date :S/m ,/3� , PN. 612-497-3566
<br />
|