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I TABLE 111-1 TABLE 111-2 I CUHP - BASIN CHARACTERISTICS SUMMARY I L L S c 0 BASIN CENTROID BASIN SUB AREA LENGTH LENGTH SLOPE FUTURE DEVELOPMENT BASIN Ac Mi2 Mi Mi % % IMP Ct Cn A 156 .244 1.11 0.46 1.4 49 0.217 0.518 B 197 .308 0.70 0.32 1.5 22 0.226 0.279 C 417 .652 J.51 0.72 1.2 25 0.308 0.334 SUB TOTAL 770 1.203 - - - 29 - - D 68 .106 0.60 0.25 3.5 43 0.146 0.407 E 60 .094 0.45 0.25 2.5 86 0.123 0.597 SUB TOTAL 128 0.200 - - - 63 - - I I I I I I I I DESIGN POINT SUB-BASINS Quincy Avenue A Henry I sLake A and B Wadsworth Boulevard A, B, and C Pierce Street * D Bear Creek * D and E I I I *Flow split/direct flow area I I I I HENRY'S LAKE FLOOD HAZARD AREA DELINEATION WATER RESOURCES CONSULTANTS, INC. APRIL, 1983 Eo< ::> "" z ..... W .. . . % .. U . . oaae. ".- eaooc.cooooCl aOCloDODODDClIOCOO .. .,~~ OO;..C'>IE""'OIl'tC!lC"O 1lI100ClUODc.oac.oCl .. c..oo '.. .......... ............. 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