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<br />I <br /> Table 111- 4 <br />I DESIGN RAINFALL FOR T6S, R69W <br /> All Values In Inches <br />I Time <br /> (min) 2 year 5 year 10 year 50 year 100 year <br />I 10 .06 .09 .11 .10 .11 <br /> 20 .16 .23 .28 .13 .14 <br />I 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 /> 90 .04 .05 .06 .07 .08 <br />I 100 .04 .04 .05 .07 .07 <br /> 110 .03 .04 .05 .06 .06 <br />I 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 2.08 2.61 2.88 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />- <br /> 6 <br /> Table 111-5 <br /> 1 <br /> PEAK DISCHARGE SUMMARY <br /> All Values In CFS <br /> Existing <br />Design2 DEVELOPED CONDITION Condition <br />Point 2 year 5 year 10 year 50 year 100 year 100 Year <br />1 589 1174 2070 2874 3314 1943 <br />2 589 1174 2070 2874 3314 1943 <br />3 433 867 1591 2149 2441 1568 <br />4 353 703 1291 1743 1977 1124 <br />5 353 685 1245 1674 1893 1041 <br />B2 127 257 499 688 714 565 <br />6 263 506 924 1247 1484 702 <br />7 184 354 655 893 990 526 <br />E2 44 92 185 254 283 194 <br />8 140 261 471 639 708 401 <br />9 166 319 586 819 919 621 <br />10 90 186 371 515 572 395 <br />11 461 839 1464 2086 2377 1644 <br />12 313 592 1080 1550 1767 1348 <br />13 141 220 305 507 647 536 <br />143 627 1158 2050 2905 3296 2066 <br /> <br />NOTE: 1. The table assumes that all of sub-basin A contributes <br />between design points 3 and 4. <br />2. Design points located on Sheet 1. <br />3. Neglects tributary area below Wadsworth Boulevard. <br /> <br />C\:> Leonard Rice Consulting Water Engineers, Inc. <br />