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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE 5 <br />SUMMARY Df PEAK flDWS - fUTURE CDNDITIDNS <br />KIOWA ENGINEERING CORPORATION November, 1988 <br />------------------------------------------------------------------------------- <br />DESIGN PEAK FLOWS (CFS) <br />POINT STATION <br />(fROM SWMM) (THOUSANDS) 2-YEAR 5-YEAR 10-YEAR 100-YEAR <br /> <br /> " HAYESMOUNT BASIN " <br />56th Ave. 44.5 <br />201 42.5 728 1171 1370 2636 <br />202 39.8 484 896 1081 2535 <br />203 35.5 488 907 1116 2882 <br />64th Ave. 35.2 <br />204 30.7 371 737 952 2693 <br />72nd Ave. 29.2 <br />205 28.2 367 793 1058 3248 <br />206 26.7 369 818 1101 3449 <br />207 24.5 374 855 1166 3741 <br />80th Ave. 23.2 <br />208 22.0 381 888 1221 3924 <br />209 16.0 378 902 1218 3808 <br />Irondale Rd. 15.8 <br />210 14.7 386 953 1306 4097 <br />211 11.0 391 987 1348 4205 <br />96th Ave. 9.4 <br />232 7.5 406 1037 1409 4382 <br />212 4.1 405 1054 1434 4437 <br />104th Ave. 4.0 <br />213 0.0 396 1057 1425 4356 <br />