Laserfiche WebLink
0 i4:tSS <br /> D rrC'.S 1 'mor YL'8am> <br /> 0‘ ; <br /> - 3 _ ' =S <br /> r <br /> el r • y 1 ��cy, tlr.� • , <br /> • -9 - 3 0�--F:i`/0o 3.rr ......r. <br /> ii7N—M-1 Vk u J f..1e-c - Sc��.E ''90 <br /> • . 1+ • <br /> SET- BACKS • /D ' /o' 19 / <br /> HOUSE • System must be: 1` <br /> • . Tonk 1 from property lines X - G "c-t b\-.a ca,14 C•._.Y4 w',c)-C-N-3c <br /> 'il _'s ;' -,-‘ , ..i from welts <br /> ZD from b'dgs. <br /> 11'1'w <br /> . ra Treatment Oreo =1 from lakes, =.1 streams supplyand switches rrriLt be located in o <br /> Treatment area a..S'.1 from property lines NOTE: I <br /> M14N►{ods »►gin ►�" • �; from wells <br /> weather proof encios re outside the pumping chamber and manhole <br /> . 84LCFlLL aC from bldgs. <br /> r -r - /(' 'from trees —1l SOIL BORING ELEVATIONS <br /> Jr- ,min. _ r <br /> a=• TH. I EL. i' <br /> / 1 _ �11 .supp_Y grade sc_'/o TH.2 EL.--r-='•"L' z) <br /> Tank Tank THr3EL-: <br /> Drop to Tank "j PRESSURE DISTRIBUTION MOUND SYSTEM T H••�, EL.-- <br /> . <br /> . <br /> L- <br /> . Min. I/1 to 81 I Pumping TH`5 FL.- <br /> Max.Into 41 4 Y-- P -111.1•aY.s SN,'A`.�ouJELEVATIO4 of PROPOSED PUMPING <br /> Chamber CHAMEER-=, .='1.3-?c, •,R•.+w+P 0 5.0 <br /> 4"10 611dia.pipeYtn^..7c, oc- 'eA...ocr Joe. D, <br /> 1 1 T-[awl )1--.rf, s..a 4 q 3. __- <br /> SYSTEM DESIGN -MOUND • <br /> TYPE- .., _a-BEDROOM , Average percolation rateiS.l min./inch (design.83 sq.ft treatment area per gal. of daily sewage flaw) <br /> C.O ) gal./day x.83sq.ft./gal..49 c' sq.ft.of treatment areo +10%=.0--)-1sq.ft. (- 10ft.width=-S ft.length of bed area+side slope run.—to I xj height= ?' ft.x�_ft.lawn.moo needed) <br /> Clean rock needed- . 2sq.ft.treatment area x.L0-(:_depth of rock=')L-4 cu.ft-27:_t.I cu.yds,(3/411to 21/2'dia. ,includes 21'of rock above pipe) <br /> - - Clean sand fill below rock needed 1')r cu. o x sandy loom bock fill a.yds.approx., topsoil l6i�Q cu.yd. A os-. `��No �`_ a / <br /> c��s --v Number of tanks required a 1st tonk/�o go ,2ndtonWccG gol.mmFnms ?1,A5 f,- PN•+,P�N v �r�- �ar-� � -Co aoo a.c:� -Co -t'tee so„Foy .1c.g<->U�L-w4-- -sem L3 `��.'5:-cut.)t <br /> Pumping chamber capacity- 25% of daily sewage flow of c gal.= C gal.+reserve storage of 15 0 zi 1/Bl ''° gal.+pipe bock drainage— PROPERTY OF "'I ^'-‘ I-`0�1`\ <br /> of_I'gal./1001in.ft.of.Q Mdia. supply pipe, haft.needed_L2�, _�gol.imanifold gal./1001inftof_ILNdia.pipe,li.ftneeded 2 , gal. .1D<. nen `ot_ni, Lt...e v- • <br /> total capacity needed ') D gal.(plus areo for pump) 145r_ rn•r /00 C 1.c..,P, • y;) )...,,. ' •Ns-1 r.1 r. C' <br /> Distribution pipe L=-`dia. , I c g lin.ft, '' 'die. perforations ?I.-"apart !, <br /> Pump size ILL hp. (pumpable capacity 1212_got.4cycles/day) u:.. -- ay ' c r.c.:. c*e--�‹ 'y_s� R �� n-? 0 c o 1) tit, n I s-.p TEST/NG' N . <br /> Note : When constructing bed , this oreo should be shaped Note: Distance from treatment area to neighboring wells Designed By: - �, "- / <br /> to divert run-off from enteringtreatment Oreo. L 23--r--g-w_ �� ti /c, , <br /> , Dote .`/ /. , PH. 612-497-3566 <br />