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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 />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />,I <br /> <br /> TABLE 4 <br /> SUMMARY OF PEAK FLOWS - EXISTING CONDITION <br /> -.---------------------.------------------- <br />KIOWA ENGINEERING CORPORATION November, 1988 <br />--------------------.-._------------------------------------------------------- <br />DESIGN PEAK FLOWS (CFS) <br />POINT ST mON <br />(FROM SWMM) (THOUSANDS) 2-YEAR 5-YEAR 10-YEAR 100-YEAR <br />------------------------------------------------------------------------------- <br /> .. HAYESMOUNT BASIN .. <br />56th Ave. 45.0 <br />201 43.3 7 156 224 790 <br />202 40.6 8 238 337 1172 <br />203 36.3 10 293 426 1608 <br />64th Ave. 36.0 <br />204 31.5 10 284 424 1630 <br />72nd Ave. 30.0 <br />205 29.0 9 310 469 1835 <br />206 27.5 9 332 504 1989 <br />207 25.8 10 359 551 2195 <br />80th Ave. 24.2 <br />208 23.3 9 382 594 2422 <br />209 20.0 8 366 572 2382 <br />Irondale Rd. 16.8 <br />210 15.3 8 356 560 2419 <br />211 11.3 8 353 558 2465 <br />96th Ave. 9.7 <br />212 4.3 7 335 530 2382 <br />104th Ave. 4.2 <br />213 0.0 7 331 523 2370 <br /> .. HAYESMOUNT TRIBUTARY" <br />214 6.8 28 206 312 980 <br />104th Ave. 3.6 <br />215 3.1 34 230 364 1350 <br />216 0.0 34 240 412 1663 <br />