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MCR ENGINEERING Proposed Leach Field Calculations <br /> I.'.d:_ IXpont t-Hurl Jt Ili 1747 MkCww6en Flewxwan <br /> \liurtc,a. ('A 9i3i6 51� '-t)O "TM"AVl..�1A%.11t %.UA•154x7 <br /> (209)239.6229 BY ORMS <br /> I,AX (2119) 239-88.19 n t — 7/1210019 <br /> Single Stludelll/Staff Design Flow'rall' ?Yewrjh,,-t 'Nl, <br /> tl�tantity b d D ur.won(min} lies (MIDxr <br /> Water Cb)kets 1 NIA 1.28 ; +.84 <br /> Public l.a►al:)n Faucet I I).i N;A 11 i t 0 8, <br /> Di inking Fountains - - 0 25 <br /> Side Studcrrt Flirccrate Per Da) 4.9 <br /> Single Studem l)eslgn I om roue Per Day = l u <br /> Future Scholl Total Average Dsily Flo►►•rates <br /> I esu,n \'plume Pct Person 1121 dsN ,, titalf Koom A4 <br /> ul`Rouurs — 1— —J = Studcntar'Roorn 1444 <br /> Total Fin+~raw Per Da} 14, 40.0 <br /> Cxistine Building (D) Average Daily Flowrates (To Separate System) <br /> D"i n Volume Per Person gul'(Ia}. r StaffrKoonl — <br /> nf Rooms FT? r, St tide 3 <br /> Total How-ate Per Da) -1,280.11 <br /> 1 otal Proposed Avcra c DAi1 ' Nlowrate "Pei Surr-huxlrnn(irr+nn r11t'7:\.ti7unrlurrh <br /> Base.Tank Capacity - gal Total Design Average Daily Flus Bate <br /> Req P`reolalion Volume=E dgal <br /> Leach Line - E.nQlneer Calculations "Pere lawn Rates At eandorA E111)App aSR1Mt14190) <br /> 14 loin:in Req.Percolation Area= sf <br /> 5011 F crcalation Katy 1.P1= 3.5 gakflday french Width= in <br /> Required Length- r 1p ft Trench Depth Below Pipe= in <br /> Teach Area/l.F=00 <br /> of <br /> r <br /> f <br /> I r <br /> 1 <br /> CIV��-`� <br /> T OF C <br /> 1'.]Lie I of <br />