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-3- <br />Table 1 <br />DESIGN RAINFALL <br />Time % of 10-Year 25-Year 100-Year <br /> 24-Hr. Total Total Total <br /> Precip. Precip. Precip. Precip. <br />(Hours) SCS Type 2 (in.) (in.) (in.) <br />0 0 0 0 0 <br />1 1 .02 .02 .03 <br />2 2 .04 .04 .OS <br />3 3 .OS .06 .08 <br />4 5 .09 .11 .14 <br />5 6.5 .12 .14 .18 <br />6 8 .14 .17 .22 <br />7 10 .18 .21 .27 <br />8 13 .23 .27 .35 <br />9 15 .27 .32 .41 <br />• 10 18 .32 .38 .49 <br />11 24.5 .44 .51 .66 <br />12 66 1.19 1.39 1.78 <br />13 77.5 1.40 1.63 2.09 <br />14 82.5 1.49 1.73 2.23 <br />15 86 1.55 1.81 2.32 <br />16 88 1.58 1.85 2.38 <br />17 90.5 1.63 1.90 2.44 <br />18 92 1.66 1.93 2.48 <br />19 94 1.69 1.97 2.54 <br />20 95.5 1.72 2.01 2.58 <br />21 96.5 1.74 2.03 2.61 <br />22 98 1.76 2.06 2.65 <br />23 99 1.78 2.08 2.67 <br />24 100 1.80 2.10 2.70 <br />I J <br />307EEC01 <br />Leonard Rice Consulting Water Engineers. Inc. <br />