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<br />I <br /> Table 1II- 4 <br />I DESIGN RAINFALL FOR T6S, R69W <br /> All Values In Inches <br />I Time <br />I (min) 2 year 5 year 10 year 50 year 100 year <br />10 .06 .09 .11 .10 .11 <br />I 20 .16 .23 .28 .13 .14 <br />30 .41 .56 .72 .37 .40 <br /> 40 .13 .17 .22 .92 1.03 <br />I 50 .06 .07 .09 .28 .32 <br /> 60 .05 .07 .08 .11 .12 <br />I 70 .04 .06 .07 .09 .09 <br />80 .04 .05 .06 .07 .09 <br />I 90 .04 .05 .06 .07 .08 <br />100 .04 .04 .05 .07 .07 <br />I 110 .03 .04 .05 .06 .06 <br />120 .03 .04 .05 .06 .06 <br /> 130 .03 .04 .05 .05 .06 <br />I 140 .03 .03 .04 .05 .06 <br /> 150 .03 .03 .04 .05 .05 <br />I 160 .02 .03 .04 .05 .05 <br />170 .02 .03 .04 .04 .05 <br />I 180 .02 .03 .03 .04 .04 <br /> TOTALS 1. 24 1. 66 2.0? 2.61 2.88 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> 6 <br /> Table III-5 <br /> PEAK DISCHARGE SUMMARy1 <br /> All Values In CFS <br />Design2 DEVELOPED CONDITION <br />Point 2 year 5 year 10 year 50 year 100 year <br />1 589 1174 2070 2874 3314 <br />2 589 1174 2070 2874 3314 <br />3 433 867 1591 2149 2441 <br />4 353 703 1291 1743 1977 <br />5 353 685 1245 1674 1893 <br />B2 127 257 499 688 714 <br />6 263 506 924 1247 1484 <br />7 184 354 655 893 990 <br />E2 44 92 185 254 283 <br />8 140 261 471 639 708 <br />9 166 319 586 819 919 <br />10 90 186 371 515 572 <br />11 461 839 1464 2086 2377 <br />12 313 592 1080 1550 1767 <br />13 141 220 305 507 647 <br />143 627 1158 2050 2905 3296 <br /> <br />NOTE: 1. The table assumes that all of sub-basin A contributes <br />between design points 3 and 4. <br />2. Desiqn points located on Plate 1. <br />3. Neglects tributary area below Wadsworth Boulevard. <br /> <br />C\J <br /> <br />Leonard Rice Consulting Water Engineers, Inc. <br />