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`� �� • y 0 <br /> •b 61:15$ <br /> ,) -• _ -c -- - . <br /> C\y-- ' ' -(o'of SAulc . <br /> ` 5:1 S S �•. ��`�.cll.-3 '3.'1 ,S t- <br /> -4S' <br /> - <br /> _4S' - _ t.'3 5x1N.o —9�_� Cg': <br /> SET- BACKS PN.../4!--% VI S , _ 11 r /0' , � <br /> HOUSE I • System must be: <br /> (` <br /> Tank la: from property lines x - ��`(t(D'..)` ca,i}SA\__ t}-)\�--\---\` <br /> L‘.- V- A.:', -..�s..►•r .2 i from welts <br /> �o from Bldgs. <br /> .:1"i,;,� , , • Treatment area — I from lakes, streams <br /> Treatment area za from property lines NOTE:Power supply and switches must be located in a <br /> MANNo�S m.•» ��,�� �S' from wells <br /> weather proof enclosure outside the pumping chamber and manhole <br /> • (igGCFrLc. 'from bldgs. <br /> 1- -I •• L' rom ftreesSOIL BORING ELEVATIONS <br /> I , r -r.. I I.- -II <br /> Amin. I I THAI EL.- :.1.. -- N.4-'(,- =,',.0 <br /> / - <br /> I''' ._ ; a "do.supply P�Pe grad <br /> - as — ed%TH.�2 EL.-"Ii-•� <br /> Tank Tank I TH"3 EL- �`f <br /> Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH"4 EL.-.25.:9 <br /> 4.- 1. -4Vr- 1-114-ON ceq-o. <br /> Min. 1 to 8I Pumping <br /> TH. 5 EL- <br /> Mox.l"to4' 4- -- --.. .-4--F) '1' 1•a'-`.> S\t-kA�.L.o0J Chamber ELEVATION at PROPOSED PUMPING <br /> CHAM <br /> ,� E x S-sB0R U4t�xvt,� sua4 D .Dt. <br /> •4 to 6"dia.pipe <br /> SYSTEM DESIGN -MOUND • > -0/g.' -Pr a o-s Lo"v s-c <br /> TYPE- _-_., 4 BEDROOM , Average percolation rate /G•L min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) <br /> (�00 gal./day x.83sq.ft/gal. 9°1V sq.ft.of treatment area +n% =sy7 sq.ft. (= -IOft.width= ft.length of bed area+side slope run 'tit,,to I x a�h�eight= y0) ftx24___ft.lawn•area needed) <br /> • Clean rock needed- 541 sq.ft.treatment area x /•o depth of rock=�1' cu.ft-27=�Lcu.yds.(3/4 to'2I/f dia. ,includes 2 of rock above pipe) <br /> G:�4"7- Clean sand fill below rock needed 3-1( s: approx. , so . ...m back fill ou.yds.approx., topsoil 6" 15 cu.yd. pN2 __SR1•k'9_41-:_LL G�Y9. ��� <br /> W+astt� t:EGOC�1l����9 �0 'r1aD �O°7o 'tom - CV? FGtL 1R(Lrc>�LR�.S�.o4ti 1O.o2- <br /> Number of tanks required a , 1st t• k 000 gal. ,2nd t• �Oot) g• .minth.rns FW s Qui m PI N i-. 4-�A �3E R- <br /> •- Pumping chamber capacity- 25% of dai .�,•- flow of C-0` .al.= 1=0 gal.+reserve storage of 15 Oczi 1/BF -.1,222__gol.+pipe bock drainage— PROPERTY OP �� "DAs-,-.1/0 L1 <br /> of__.1`• gal./I00lin.ft.of a dia. supply pipe, lin.ft needed al. , - 01.4 manifold1 L gal./100 linft of dia.pipe I'n.ft needed ' -2 . gal. ��� cit{ Q-� <br /> - _ total capacity needed Zgal.(plus area for pump) t.1SE mi n. JOOD .9 1.cet f- `,j!J- • �e -n� ! 0 1�1t.� . 1-1 `1 - Ai, <br /> Distribution pipe 1 2 dia. , /S"7 Iin.ft., 1"1 dia. perforations 71_-, I art 1, , n <br /> Pump size1 j hp. (pumpable capacity.1 f12±gal.4 cycles/day) u se.-c. a.-CI }iEpo._ . . s'oA•sg fl d - 4 0 cso,e) tr►,n. t S-P ,TESTAVG <br /> Note: When constructing bed , this area should be shaped Note: Distance from treatment areo to neighboring we!!s— ; Designed By: - 0- '7/ r-w-- <br /> to divert run-off from entering treat Hent area, w,e. /-;/- , PH. 6!2-497-3566 <br />