Laserfiche WebLink
H'•1SS - <br /> � <br /> .0 51 <br /> SET- BACKS 1 !. /o` jjle1 _ <br /> HOUSE System must be: <br /> Tank 292 from property lines X= S '� b _titP►Stf�� W�o-��}_ <br /> a-lt� 2.'f from wells <br /> W P vv_ _o uJT from Bldgs. ' t <br /> = n; Treatment area 1Sv'from lakes, streams <br /> Treatment area 20from property lines NOTE=Power supply and switches must be located in a <br /> M,4N14or..ES IS If rom wells weather proof enclosure outside the pumping chamber and manhole <br /> bldgs. <br /> _Z0__ trees SOIL BORING ELEVATIONS <br /> r <br /> Amin. t � .- 1 I � <br /> 3"dna su t TH9I EL.-G97"� -tia 6- -9g�.7 <br /> e a o TH.v2 EL.3°I,'l <br /> a`o - 1, grode.Io <br /> Tank Tank .. ,,. TH. 3 EL.-12L a <br /> Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH.74 EL-9cyll--i< <br /> t <br /> Min. I"to 8' 'pumping TH4 5 EL-Ma 4 <br /> Max.l"too' Y_ E' :::rA,.aY.s SlaA`.L.oc�J Chamber ELEVATION at PROPOSED PUMPING <br /> •4"to 6"dia.pipe - CHAMBER- ii&PLz Raw►ti?�tf.o <br /> SYSTEM DESIGN -MOUND W <br /> TYPE-.�, ,LI BEDROOM-, Average percolation rate ILL min./inch (design.83 sq ft treatment area per gal.of daily sewage flow) <br /> LQQgoL/doyx.83sq.ft`/`gal.,9-Oasq.ft.ofteatwA,amo +10°/a=-.<L-12sq.ft. (= 10f.width= f0ength of bed area+side slope run 14-to I x=height= 3;:r ftx _40 ft.lawn•area needed) <br /> (lean rock needed- ,592sq.ft.treatment area x l.o depth of rock s.<1 4..cu.ft 27=-�LLauyds(3/4"to 2 II2'dia.,'includes 2"of,rock above pipe) <br /> { ► '-�— Clean sand fill below rock needed cuyds. approx. , sandy loam back fill�cu.yds.approx., topsoil 6": 5�cu.yd. 1400— SIRIko 0��3 )•a � l <br /> W NASI ( c•"��nrcwl o "-'C4 of cuKo•-c�n�l, <br /> Number of tanks required —, Isttank /00 at ,2ndiank/000gal.minimms ?Lis% PtiamP�Nia � �aw►,3�� <br /> Pumping chamber -cadY c' - 25% of dai sewage flaw of at.= al.+reserve.story <br /> Ra 9 9 qeof'-150y�1/BI .��'tt`Lgat.+pipe back drauxnge- <br /> p PROPERTY OF.1�9 <br /> t <br /> of gal./100Im.ftof . dia.supply pipe, lin.ftneededJ,_a2_gal.4 manifbld I egal./1001'm.ftof I dia.pipe,rmftneeded�, Z gal. 1`-lpye-osC4�A»� <br /> total Capacity needed <br /> 901.(plus <br /> f area for pump) 100 O � «►�n►.Y\. !7,- <br /> dia.; <br /> mo <br /> dIQ. PffCtgS DlstrlbUtion @M 1 diao Y�'p0_r D'�io 9.1E7 <br /> NL <br /> - <br /> Pump size f►p- (Pumpable copacif)r .gol:`4cycles/day) us a ay ' n-t�uo c'¢�ss _o�sc.Nix�u�G 140 <br /> S—P TEST/NG /N <br /> Note: When constructing bed r- , this area should be shaped Note: Distance from treotment area to neighboring wells— Designed By � - •'�� '`� - <br /> • to divert run-off from entering treatment area. 1= #'�'l ' "�1�r149 l 1 U D <br /> i <br /> Date: /s;/ �. , PH. 612-497-35 6 6 <br />