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<br />DRAINAGE CRITERIA MANUAL <br /> <br />e <br /> Table 4-3 <br /> E..mole 4.2 Are. Adjusted Design Storm <br /> 10-ye.r Design Storms <br /> Tille Un.dJusted Adjustment Adjusted <br /> (_inutes) Deaths - (Inches) Factor Deaths - (Inches) <br /> 5 .03 1.0 .03 <br /> 10 .06 1.0 .06 <br /> 15 .13 1.0 .13 <br /> 20 .24 0.90 .22 <br /> 25 .40 0.90 .36 <br /> 30 .19 0.90 .18 <br /> 35 .09 1.0 .09 <br /> 40 .07 1.0 .07 <br /> 45 .06 1.0 .06 <br /> 50 .05 1.0 .05 <br /> 55 .05 1.0 .05 <br /> 60 .05 1.0 .05 <br /> 65 .05 1.0 .05 <br /> 70 .05 1.0 .05 <br /> 75 .05 1.0 .05 <br />e 80 .04 1.0 .04 <br />85 .03 1.0 .03 <br /> 90 .03 1.0 .03 <br /> 95 .03 1.0 .03 <br /> 100 .03 1.0 .03 <br /> 105 .03 1.0 .03 <br /> 110 .03 1.0 .03 <br /> 115 .03 1.0 .03 <br /> 120 .02 1.0 .02 <br /> 125 .02 1.0 .02 <br /> 130 .02 1.0 .02 <br /> 135 .02 1.0 .02 <br /> 140 .01 1.0 .01 <br /> 145 .01 1.0 .01 <br /> 150 .01 1.0 .01 <br /> 155 .01 1.0 .01 <br /> 160 .01 1.0 .01 <br /> 165 .01 1.0 .01 <br /> 170 .01 1.0 .01 <br /> 175 .01 1.0 .01 <br /> l!9. ~ ...hL -:.!!! <br /> Total 1.99 NIA 1.92 <br />. <br /> <br />5-1-84 <br /> <br />RUNOFF <br /> <br />S/7 <br />