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<br /> R-.11.)--1 V►�vJ ),..t ter-co Sia LX.-- ---�� SP>r)
<br /> SET- BACKS — I a' + /0' )lz /
<br /> HOUSE :
<br /> • System must be:
<br /> Tank 2 from property lines x - S !t c:-A c.,1),c_-,A t....)\-z)-k--N-1,\•�-�
<br /> cui_t_._ C4.\-Ly vhrvl-r."I DS from well
<br /> .2_0 from b!dos.
<br /> i "g Treatment area from lokes streams
<br /> =
<br /> NOTE:Power supply and switches must be located in a
<br /> Treatment area from property lines
<br /> . from wells
<br /> weather proof enclosure outside the pumping chamber and manhole
<br /> MANNDL°-S v "n 17-" .
<br /> . EALC Fa L.. �,.'L'from 5!dgs.
<br /> "�G ELEVATIONS
<br /> t- , 1� from trees u �I SO,L BOR„
<br /> tr a
<br /> _min. , ! r 1 TH. I EL.- L2.
<br /> �
<br /> I ►2 grade c %TH. 2 EL.-g 2.l'
<br /> j Tank i Tank I ;;1 TH"3EL:at.y
<br /> PRESSURE DISTRIBUTION MOUND SYSTEM
<br /> Drop to Tonk• I I ! TH. 4 EL
<br /> I
<br /> •
<br /> TH'5 EL-
<br /> Min. I"to 8' \--Pumping
<br /> Max.!I"fo 4 >rt-c=P T},,�1 V. SN.A\--i-n(-L.) ELEVATION of PROPOSED PUMP:NG
<br /> Cham �r CHAMBER-11O.C� �F > t l'''.-11•'\7- `5..c.
<br /> 4 to 6 dia.pipe -rc•c� :- - °10.:"3 Sze f'ts,�
<br /> -
<br /> SYSTEM DESIGN -MOUND
<br /> TYPE- .-- , BEDROOM , Average percolation rate ila min./inch (design.83 sq.ft treatment area per gal. of eLi!y sewage flow)
<br /> .& gal./day x.83sq.ft./go!.?'%? sq.ft.of treatment area +10% = 410 sq.fl. (= IOft.width=y I ft.length of bed area +side slope run oto I x`-11- height= -5___.:L__) ft.x Sa_.ft,lawn•area needed)
<br /> Clean rock needed- 4 I D sq.ft.treatment area x /•a r' depth of rock= ?2 tuft-27= cu.yds(3/4"to 2l/f dia. ,includes 2"of rock above pipe)
<br /> -, 4/
<br /> oAt ti Clean sand fill below rock needed d 9 0 cu.yds. approx. , sandy loom bock fill I V cu yds.approx., topsoil 6" I` cu.yd. -13 1-== j� -�=F��--"=-
<br /> tJJ�•1SH _v Q ....,-,1 C. 9O c�•i -�
<br /> - -
<br /> �t G.'_C•'�,✓. =.tJ� �G •�:V'J �C'",c -�O 'I.O`c'`.,t.\` 'C''.%,: `.F-\=� t��i��a
<br /> Number of tanks required , 1st tank/O 0 Ogo!. , 2nd lank ') gat.mini-runs Pi_��t. F. ,,,V%>, ��1-4"1 :1-\-
<br /> Pumping chamber capacity- 25% of doily sewage flow Togal.:_I l got.+reserve storage of 15 0•;h 1/B1 Lt S0 gol.+pipe book drainage— PROPERTY OF: �% ;-t4t-'l
<br /> of I gal./I001in.ft.
<br /> of "dia. supply pipe, lin.ft.needed y a 0 , ')l g&4 manifold I `/gat•/lOO lin.ft of dia.pipe,ln.ft.rieeded P) , '� go!. yip �,v_,ti,,, civ--c;a r^_P� -•-•--,_-_,.
<br /> total capacity needed (L I 11. lus area for m T- rr.•.v /7 'n i-c.,*.- •
<br /> •.:77-7.*• o M +- 1-4- NJ-• C C .
<br /> Distribution pipe 1'ia "dia. , /i ' lin.ft, Il L? "dia. perforations ?z "apart
<br /> Pump size..1.:L_:;i-hp. (pumpable capacity gal:4 cycles/doy) u .- Li Li_'N 1- •-_ i ' r-�--'i L c c 1) r'', , f S—P TESTING INC.
<br /> Note : When constructingbed -- this oreo should be shaped Note: Distance from treatment area to neigh5oring wells— •
<br /> li--��� `. i' C - -
<br /> , / , Designed By:
<br /> to divert run-off from entering treatment area. ���'l pate :..2/.e_)/9/ PH. 62-497-3566
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