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M M M M M M M � M M M M M M M M M M M M M r <br />DRAINAGE <br />CALCULATIONS BY AREAS <br />(See enclosed map and <br />flow <br />design) <br />Area <br />Mean <br />(fps) <br />(Min.) <br />% <br />Aver- <br />Concen- <br />Designa- <br />Dis- <br />Mean <br />Adjusted <br />Adjusted <br />Gutter <br />Inlet <br />Imper- <br />age <br />Q <br />tration <br />tion <br />Acres <br />tance <br />Slope <br />Distance <br />Slope <br />Velocity <br />Time <br />vious <br />C <br />" <br />cf8 <br />Point <br />A <br />164 <br />8,000 <br />0.009 <br />12 <br />0.006 <br />5.0 <br />40 <br />.40 <br />0.50 <br />1.0 <br />82 <br />2 <br />B <br />663 <br />6,500 <br />0.012 <br />10,000 <br />0.008 <br />5.5 <br />30 <br />.40 <br />0.50 <br />1.0 <br />332 <br />2 <br />C <br />644 <br />10,000 <br />0.014 <br />15 <br />0.010 <br />6.0 <br />42 <br />.40 <br />0.50 <br />1.0 <br />322 <br />7 <br />D <br />115 <br />5,000 <br />0.018 <br />7,500 <br />0.012 <br />6.5 <br />19 <br />.40 <br />0.50 <br />1.0 <br />58 <br />8 <br />E <br />264 <br />6,000 <br />0.018 <br />9 <br />0.012 <br />6.5 <br />23 <br />.40 <br />0.50 <br />1.0 <br />132 <br />16 <br />F <br />42 <br />2 <br />0.015 <br />3,000 <br />0.010 <br />2.0 <br />24 <br />.40 <br />0.50 <br />1.0 <br />21 <br />1 <br />G <br />413 <br />6,000 <br />0.010 <br />9,000 <br />0.007 <br />5.5 <br />27 <br />.40 <br />0.50 <br />1.0 <br />207 <br />3 -Lake <br />H <br />243 <br />4 <br />0.015 <br />6,000 <br />0.010 <br />6.0 <br />17 <br />.40 <br />0.50 <br />1.0 <br />122 <br />5 <br />I <br />25 <br />1,200 <br />0.018 <br />1 <br />0.012 <br />6.5 <br />5 <br />.40 <br />0.50 <br />1.0 <br />13 <br />Pond <br />J <br />72 <br />3,500 <br />0.018 <br />5,200 <br />0.012 <br />6.5 <br />13 <br />.40 <br />0.50 <br />1.0 <br />36 <br />4 <br />K <br />116 <br />3,500 <br />0.015 <br />5,200 <br />0.010 <br />6.0 <br />14 <br />.40 <br />0.50 <br />1.0 <br />58 <br />10 <br />L <br />183 <br />3,500 <br />0.014 <br />5,200 <br />0.010 <br />6.0 <br />14 <br />.40 <br />0.50 <br />1.0 <br />92 <br />11 <br />M <br />83 <br />3,000 <br />0.010 <br />4,500 <br />0.007 <br />5.5 <br />14 <br />.40 <br />0.50 <br />1.0 <br />42 <br />23rd Ave. <br />N <br />25 <br />1,500 <br />0.014 <br />2.200 <br />0.010 <br />6.0 <br />6 <br />.40 <br />0.50 <br />1.0 <br />13 <br />12 <br />0 <br />ill <br />2 <br />0.016 <br />3,000 <br />0.010 <br />6.0 <br />8 <br />.40 <br />0.50 <br />1.0 <br />55 <br />18 <br />P <br />142 <br />3,200 <br />0.012 <br />4,800 <br />0.008 <br />5.5 <br />15 <br />.40 <br />0.50 <br />1.0 <br />71 <br />15 <br />Q <br />47 <br />2,000 <br />0.015 <br />3,000 <br />0.010 <br />6.0 <br />8 <br />.40 <br />0.50 <br />1.0 <br />24 <br />Ditch #3 <br />R <br />17 <br />800 <br />0.010 <br />1,200 <br />0.007 <br />5.5 <br />4 <br />.40 <br />0.50 <br />1.0 <br />9 <br />Ditch X63 <br />