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<br />I <br />I <br />I <br />I TABLE 5 (Continued) <br /> SUMMARY OF PEAK FLOWS - FUTURE CONDITIONS <br />I KIOWA ENGINEERING CORPORATION November, 19BB <br />---------------------------._----------------------------.--------------------- <br /> DESIGN PEAK FLOWS (CFS) <br />I POINT ST AlION <br />(FROM SWMM) (THOUSANDS) 2-YEAR 5-YEAR 10-YEAR 100-YEAR <br /> ------------------------------------------------------------------------------- <br />I .. HAYESMOUNT TRIBUTARY BASIN .. <br />I 214 6.7 134 345 463 1194 <br />215 4.1 130 408 576 1619 <br /> 104th Ave. 3.B <br />I 216 0.0 196 602 B53 2326 <br />I <br /> .. BOX ELDER BASIN .. <br />I 64th Ave. 36.9 <br /> 217 34.9 139 296 3B5 1197 <br />I 72nd Ave. 29.8 <br />218 28.9 152 341 467 1661 <br /> 219 25.0 215 4B5 661 2410 <br />I BOth Ave. 24.3 <br />220 23.7 213 4B4 661 2452 <br />221 21.5 221 50B 694 2521 <br /> 222 18.0 19B 478 665 2493 <br />I Irondale Rd. 17.B <br />223 11.6 151 391 560 2260 <br /> 96th Ave. 10.4 <br />I 224 6.6 162 379 535 2376 <br />225 5.0 133 361 532 2397 <br /> 104th Ave. 3.6 <br />I 226 0.0 124 361 552 2909 <br />I <br />I <br />I <br /> ----- <br />