Laserfiche WebLink
r <br /> _ ----r;" <br /> L <br /> ' 10'x SS �cw1c tsVv a <br /> ' g• s ' 11-04.41.0$ , <br /> 3.S �_-�o sAu 3.q <br /> ..\.. 42 <br /> /.S5r►s` -4- 1. y�o <br /> SET- BACKS '- <br /> - <br /> HOUSE System must be: <br /> Tank .......,a01 from property lines X - S�.-(1 d Citt S te' w\c.- -v--Ir <br /> . <br /> ‘r,.3,i.�\ from wells - <br /> 22 from bldgs. w�,ft.-rr?r,D -f <br /> �Lt'F'f P�rv? bJlt.� 'CSE _ ' <br /> ���'• Treatment ores = from lakes, ?A.�eams z,Li 1� '�'� LO"' v- �-, "�� it NftE:Power supply and switches must be located in a <br /> L� %- -o�to e -tw+��s Treatment area 20 2 from property lines <br /> SNRwL) M 9-1ti°LES ,int) ' 'from wells weather proof enclosure outside the pumping chamber and manhole <br /> EALCr+LL_ 232_:from bldgs. <br /> J.Q. from trees SOIL BORING ELEVATIONS <br /> P-� t /� <br /> T -clap. 0°1 .' <br /> Lk)ALvG-at-1-� Amin. ! i�� — l ;H�13EL. ,1 -9Sc <br /> p- �••dia.supP!YP_pe grade d%TH.r�1EL.- -4L.� Sib'a(p-o►y0.0 <br /> Tank i <br /> Tank TH.ISEL:341 <br /> Drop to Tank �j, PRESSURE DISTRIBUTION MOUND SYSTEM TI 96EL-ast•5 <br /> Min. I"io 81 Pumping <br /> TH`1') EL.-1.4144 <br /> Max.I"to4' 4. - ? 'fA).:I`C-s S!-ka`.t.-o(JELEVATION at PROPOSED PUMPING <br /> Chamber CHAMBER-944.0 1411), w <br /> , PlA ►Q-9't a.a <br /> 4 l0 6 dia.pipe - A?cont.,, ,ice Oa L.-OLl._-`iS�.c <br /> SYSTEM DESIGN -MOUND ., Lowfs-r trt,00L 9'14.a <br /> TYPE- ., y BEDROOM , Average percolation rate L02?"._min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) <br /> 1 - gal./day x.83sq.ft/gal. I-1,`d sq.ft.of treatment area +10% =5'4'1 sq.ft. (- 10ft.width=_ft.length of bed area+side slope run__4Lto I x..3 .0 heigtt= _'-1-ft.x- ige_ft.lawn•area needed) <br /> I Clean rock needed- '641 sq.ft.treatment area x /•°‘' depth of rock= S')4 cu.ft=27=as I cu.yds,(3/4Ito 21/2'dia. ,includes 2"of rock above pipe) , <br /> Clean sand fill below rock needed Z-0 S cu.yds. approx. , sandy loam back fill _cu.yds.approx., topsoil 6" _cu.yd. RVE• 512t14-•Z• 4*--c-C\&- 1.0_ • <br /> W�ASttO C(�¢�GG�IM��9_ �C A00 0°70 {D -[be501\.FOF \ReK4t4JLA�`t4D��r. $(�---LVA`9_ oC?�l <br /> Number of tanks required 1st tank/0 o 0 gal. ,2nd lank/oo gal,minimums t?W s Pta m Pti N>, �1��m pE a- <br /> gfW\cr0o S-a1 -91. S <br /> Pumping chamber capacity- 25% of daily sewage flow of GOO gal.=i Si) gal.+reserve storage of 15 0-j?t 1/Bl -/SJ gal.+pipe bock drainage— <br /> , PROPERTY OF:Mv..liM i).1. L At,C <br /> of 1 le gal./100 lin.ft.of a "dia. supply pipe, lin.ft.needed ASS , 4 gal.+ manifold_1K gal./IOD lin.ft of 3 dia.pipe,lin.ft needed 1/ , Z- gal. .•C r.\ S <br /> total capacity needed )gy gal.(plus area for pump) ttg� rill n. 1000 gat.cap. ~r4-<4Llk Itn SC�V.."/�� uo <br /> Distribution pipe.12 dia. , 157 lin.ft.,2.1-2 dia. perforations ' "apart Og01•s0 M1-3 - 1.4f4.10-. CD. <br /> - Pump sizetom-hp. (pumpable capacity/la_gal. 4 cycles/day) u$ -.•;::, AS' ' H - PQ�ss '_��se�Id>3-Q-�� y D oj0+1 J m i n. S-p TEST/NG I G <br /> Note: When constructing bed , this area should be shaped Note: Distance from treatment area to neighboring welts— Designed By:4? _63,4z. _.„- ,,, <br /> n- -- <br /> to divert run-off from enteringtreatment area. _ �g 'fes- T}�R3-1 100 <br /> ; Date :..1./24/2„ , PH. 612-497-3566 <br />