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<br />I <br />I Table 111- 2 <br /> DESIGN RAINFALL FOR T5S, R69W <br />I All Values In Inches <br /> Time <br />I (min) 2 year 5 year 10 year 50 year 100 year <br /> 10 .06 .08 .10 .09 .10 <br />I 20 .16 .23 .30 .18 .15 <br />30 .38 .56 .75 .37 .40 <br />I 40 .11 .17 .23 .93 1.02 <br />50 .05 .06 .09 .23 .31 <br />I 60 .04 .06 .07 .11 .12 <br />70 .04 .05 .07 .09 .09 <br /> 80 .03 .05 .06 .07 .08 <br />I 90 .03 .04 .05 .07 .08 <br /> 100 .03 .04 .05 .06 .07 <br />I 110 .03 .04 .05 .06 .06 <br />120 .03 .03 .04 .06 .06 <br />I 130 .02 .03 .04 .05 .06 <br />140 .02 .03 .04 .05 .06 <br />I 150 .02 .03 .04 .05 .05 <br />160 .02 .03 .03 .04 .05 <br /> 170 .02 .03 .03 .04 .05 <br />I 180 .01 .02 .03 .04 .04 <br /> TOTALS 1.10 1. 58 2.07 2.59 2.85 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> 5 <br /> Table 111- 3 <br /> DESIGN RAINFALL FOR T5S, R70W <br /> All Values In Inches <br />Time <br />(min) 2 year 5 year 10 year 50 year 100 year <br />10 .06 .07 .08 .08 .09 <br />20 .11 .18 .25 .12 .13 <br />30 .30 .46 .64 .31 .34 <br />40 .09 .14 .20 .77 .83 <br />50 .05 .07 .08 .23 .25 <br />60 .04 .05 .06 .09 .11 <br />70 .04 .05 .06 .08 .08 <br />80 .03 .04 .05 .06 .08 <br />90 .03 .04 .04 .06 .07 <br />100 .03 .04 .04 .05 .06 <br />110 .03 .03 .04 .05 .06 <br />120 .03 .03 .04 .05 .06 <br />130 .03 .03 .04 .05 .05 <br />140 .02 .03 .03 .04 .05 <br />150 .02 .03 .03 .04 .05 <br />160 .02 .03 .03 .04 .05 <br />170 .02 .02 .03 .04 .04 <br />180 .02 .02 .02 .04 .04 <br />TOTALS .97 1.36 1. 76 2.20 2.44 <br /> <br />~ Leonard Rice Consulting Water Engineers. Inc. <br />