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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Table 4 Storm Peak Discharge Calculations - Design Basins <br /> <br />Design Basin tc A 15 C5 BOO CIOO Q5 QlOO <br />Point (min) (ac) (in/hr) (in/hr) (cfs) (cfs) <br />I BI 20 69 2.4 0.47 4.3 0.65 77 189 <br />2 B2 10 14 3.3 0.47 6.0 0.65 21 53 <br />2A B2A 10 8 3.3 0.47 6.0 0.65 12 31 <br />2B B2B 10 6 3.3 0.47 6.0 0.65 9 22 <br />3 B3 11 25 3.1 0.47 5.8 0.65 37 94 <br />3A B3A 10 2 3.3 0.47 6.0 0.65 4 9 <br /> B3B 11 23 3.1 0.47 5.8 0.65 33 86 <br /> B4 13 8 2.9 0.47 5.2 0.65 10 25 <br />4A B4A 10 2 3.3 0.47 6.0 0.65 2 6 <br /> B4B 13 6 2.9 0.47 5.2 0.65 8 20 <br />4B B4B,B5A 13 10 2.9 0.47 5.2 0.65 13 33 <br />4 B4,B5A 13 11 2.9 0.47 5.2 0.65 15 38 <br /> B5 11 4 3.1 0.47 5.8 0.65 6 17 <br />5A B5A 11 4 3.1 0.47 5.8 0.65 5 14 <br />5B B5B 10 1 3.3 0.47 6.0 0.65 1 3 <br /> B6 10 3 3.3 0.47 6.0 0.65 5 13 <br />6 B5B,B6 10 4 3.3 0.47 6.0 0.65 6 15 <br /> GI 10 5 3.3 0.47 6.0 0.65 8 21 <br /> G2 11 13 3.1 0.47 5.8 0.65 19 49 <br /> G3 13 61 2.9 0.47 5.2 0.65 83 206 <br />