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MCR ENGINEERING Proposed !_,each Field Calculations <br /> 1242 Dupont Court is kit 17-074%1tic riurden LI<mentan <br /> Manteca,CA 95336 ADDM- 5M CASTNII.I AVt,MAN7Ft h_r ,�ar i i7 <br /> (209)239-6229 <br /> _ i+t Lm km. <br /> FAX(209)239-8839 UA IFF. 7;[?MI9 <br /> Sinp.le StudentlStaff Desien Flowrate "Um F'rwr.m&j&IW&vnr+Per Jk 4 4m.1rnrna!'lumhrngi'cktr <br /> mltitN 4wAtuuwMUuwwAFqwLu Duration in!ql l.lgeg Gal/Day <br /> Water('luscts I N/A 1.28 3 3.54 <br /> Public Lavalon Faucet 1 0.5 N:':t 0.33 5 0.83 <br /> Drinking Fountains U - - 0.2$ <br /> tintgle Student 1'Irnwrntc Per Day_ 4.9 <br /> SirtMlC Student Design Fluwratc Per Day - 10,0 <br /> Future School Total Average Daily Flowrates <br /> I�C]kCkt 1 c�lumc 11cr Pcrmsri ial:da} 51a11'Itot�tm - 4-i <br /> :.t1 ILttnt� I � 51udc:rtrti,Rr�nm 11100 <br /> 1cavalHo+;TatePer Da% 1D,440.0 <br /> Existitie l;uildine (1)) Average Dail-, Flu%%rates(Tu Seuarate Svsletn) <br /> _-t <br /> Design Valuate Per Person Sal&J Staff"Rount <br /> U of Ruoms - 4 ) N StudentslRuum .30 1 <br /> Total Flownite Pcr Dai <br /> Tutal Provoked Average Will Fluwrate "Per.4arr.Rwqurn('aung0117JStandards <br /> Base I ink Capacim F—Magal Total Design Average Daily Flowrale °/,v6tL11 <br /> Req.l'erculatiort Villume r k .36A.0 gal <br /> Leach Line- F'nLlineer Calculations "PermlahEurRates BpCwdior(SI( tM-) ffy. +1;011804901 <br /> tia,ill'crroiatinmRile 11'I - <br /> l0 miNin Ree(.Percolation Area - 2,960 sf <br /> 3.5 gal/sflday Trench Width in <br /> Required Length 7.{() R Trench Deptlt Below Pipe in <br /> Icrrch Area H- 4 sf <br /> ¢Q,tESSIO& <br /> Q 5 r.sy,F <br /> C874 - <br /> ' CN11. <br /> 4 OF CAL' <br /> !'eal:e 1 col <br />