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<br /> _oL� Sr. _— 7l _ . T .►1 , ..�.:. o,� $r w.5,oska 3.5'
<br /> - -co-i',41_, t-t L-1-I- 9c03)* _ _11411_4 - iu3.5- a b5� 1.5 s' Tcy•,-
<br /> 1_,'4 �G o ts-1�- 1Nv �-)Co ,. �- _ __._ _
<br /> "cslc �J DJ SL�I��OKS' 7h Xj?{ .. J t 9.S ,(bSx J 1Jv a'1 T i 3t.5 3 3 .S
<br /> _ g YT'4't)m3 •Q ',(14* - 0°d'J4 N - 1 S,.t Via' V'') 0 / 3' 1,r 1,
<br /> • i l` 5'J._ f� .l -'T--_-�;- ' , I `; X04 6,4%-s , 1.9.5 ,l to5 �{ c1,W ,aJf ' t3�./ S t•S 3 --1
<br /> __U.1 __40_ "_''.�-- J'-.,r?_' - 4'2'7 - 18' GAS:KG'S..r-gcSo-? 5 ca'•4 . ,r. _3}.S
<br /> os�-tl.r�_1tivf�� -_._ tea' it
<br /> N.- 33 ' `7 e'y. o 7')- °15w 3t•5 3 q' t.5 7' iu`0t
<br /> ` 1 , 3t:5 4, 3 rlbir. 3.Qtr�a
<br /> SET- BACKS �.s�,,� Si .
<br /> 03.0 �3�-33 - 'rt,5
<br /> HOUSE System must be: • -� �' __�_ ,cnLZt-+t {� �,t,,q l wry »
<br /> Tank �o' from property fetes L4 0.'a.) 19 q-9) +' 1-35- tot•o
<br /> +il HAAS its 5d' from wells tia ;5a, , '4.� °3.3 -
<br /> WA1.V�o, '{ 5 ` 99.9
<br /> to from Vis. Qt_Au VI t✓v�
<br /> 5151Z 3• i��,�t
<br /> Treatment ore° -- 'fran lakes, streams -
<br /> 1st-1 Treatment bre° at?` from property lines ,
<br /> -� i 93.,E 1 *from wells' ' ' So 5ca -1vt,•3
<br /> 't 3,o -. a from Bldgs_ r tw'400 .?,
<br /> — from trees '.,.. ... . .. '/s
<br /> SOIL BORING ELEVATIONS
<br /> • r.�'mW� 9 t'o ..---..--J--...------------=-1;17--'''
<br /> i .n �_- 1r;�0'o — �a_lut...1L k`t_14 S.OT s '*-'. __
<br /> 7t ,Zo4 40 y•, TIi11 EL,-10w3 t•3' to t� .
<br /> Fr• n`loF 3 �s�g t iaso 1 v1°{ - 102'` 1 ow i ,•5 ( Tt-1"2 EL.-las. a•a' /0 1.0
<br /> Drop to Tank '35ca�dl Jv� ' t I w4v Si ;ae�%scope TH_"3 EL-to`�:9 a.o' toa.9
<br /> Min:.1"fab' r - C�.b.-).s 1 I 1 7H:'4 EL:-
<br /> t rtaot l to 4' F'txrapirtg (- t^v>?wc ...,,,\... TH`5 EL.—____
<br /> • *a,aoo _. .,„1,_!:,,-116•1/4-- .GH�1.n'ss Chamber ` - - ELEVATION of PROPOSED PUMPING*a
<br /> _ 4'to fi diet.pipe Itf -,')sv-_t i 1r-A��N_ tx - !5r.�o,.i.,a �(o,04,../)4-,;1 JO 99.5 '{v t+3,•t7 CHAMBER-'Jy (ground elev.)
<br /> ly-A. '- ta5n p.t v.osstN, 6 1.4 N . •_
<br /> SYSTEM DESIGN .-(.{t'<_ r S`�� .r...,
<br /> TYPE' ,5 BEDROOM - Percolation rate min./inch (design- - mniinctt)
<br /> •
<br /> Treatment area required w/ g` of rock filter material 1 .lo 6 . sq.ft.
<br /> Number of tonics required 1 , 1st tonkaorrvgoL, and tank - gat. minimums '
<br /> 106•141- L1a to TV1R . 1 6
<br /> Clean rock 3 8 cu-yds. (3/4"to 2 l/2"dia.,includes 2"obove pipe) til.(...a.•<-v fir -s ..pw u•,a,-t' 4(,-0,),.--)<;:-...,.--_-,2 l a- -l k */"'":--".
<br /> u�,p PROPERTY OF:Fi ► 1-k A\--A.tix S.
<br /> P chamber copocity= 25% of doily sewage lbw of 1)669ot=�3 19Olt Reser<re.sfocogeLl3kjd t Pipe hack d 21 =133ti got cep 23Uv Vit. Y, 9' "',"
<br /> 1, '(1v00`^ „ S )Scan _— j Gtr. V -5O 3- ).),--6-1)-S r--° •
<br /> ( Reserve storage =t*o.go(./bedroom=11?.S.gol. t pipe back drenoge- V)gal./t005n.f t.?- pipe-- length of pipe needed o '1 .ft. = a 9 got.)
<br /> F'Jv+'t4 Pumpsize t), t �1',9..1/c.Yue
<br /> F� *' '-T---hp w/merry float pump controls u Ste• 3`t __ " ' ) `SSS ) '41 4)(-- tlS," U 3 0a41/'41 •
<br /> ti „ II it
<br /> •• a` S-P TEST G INC.
<br /> `'�, ''tt•'t`o'¢ Note: When constructing bed .r- , Itis area shoub be shaped Note: Distance from treatment area to ne. .. L y:4 j./L _- --
<br /> . to divert run-off from entering treatment area. V'�% ''�t4 4-\ t Uo r g wells- Designed 6 .
<br /> Dote:AAti1) , PH_1b'3-497-3566
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