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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 1V-4 (Cont.) <br />SUMMARY OF DISCHARGES <br /> <br />Location <br /> <br />Drainage <br />Area <br />(sq mil <br /> <br />2-yr <br /> <br />Dischar e <br />5-yr <br /> <br /> <br />100-yr 100-yr Existing) <br /> <br />East Fork at Jackson St reet <br />Crossing 1.44 190(370) 250(570) 330(720) 1120 (1400) 710 <br />East Fork at Interurban <br />Railroad Detention <br />Basin 1.37[inflow] 280(350) 360(500) 430(650) 1140(1350) 650 <br /> [outflow] 190(350) 250(500) 330(650) 1090(1350) 650 <br />Johnson Road Tributary to <br />East Fork 0.67 120 190 250 480 <br />East Fork at Boys School 890 210 <br />Road Detention Basin 0.54[inflow] 240 370 460 <br /> [outfl ow] 160(240) 180(370) 200(460) 690(890) 210 <br /> <br />Note: <br /> <br />The flood hydrology presented in the above table represents three hydrologic <br />conditi ons: <br /> <br />a. Future Basin Conditions with improvements - All discharge values listed in <br />the first four discharge columns and not enclosed by parenthesis (). <br /> <br />b. Future Basin Conditions without improvements. All discharge values <br />enclosed by parenthesis (). <br /> <br />c. Existing Basin Conditions without improvements - The 100-year discharge <br />value listed in the last column. Where no information is provided, the <br />existing condition discharge was not determined. <br /> <br />IV-6 <br />