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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 />LIST OF TABLES <br /> <br />LIST OF FIGURES <br /> <br /> Page PAGE <br />TABLE II-I LAND USE SUMMARY 4 FIGURE II-I GENERAL LOCATION MAP 4 <br /> II-2 GENERAL STUDY AREA MAP 5 <br />TABLE II I-I CUHP BASIN CHARACTERISTIC SUMMARY 10 II-3 HYOROLOGIC LAND USE MAP 6 <br /> II 1-2 SWMM MODEL INPUT 10 <br /> II 1-3 SAMPLE OUTPUT - SWMM MOOEL 11 FIGURE I II-I CUHP DRAINAGE BASIN MAP 12 <br /> III-4 DESIGN RAINFALL 11 III-2 SWMM MODEL INPUT 13 <br /> II 1-3 FLOOD HYDROGRAPH BEAR CREEK-STATION 0+00 14 <br />TABLE IV-l DRAINAGE FACILITY INVENTORY 22 III-4 FLOOD HYDROGRAPH UPSTREAM HAMPDEN AVENUE- 15 <br /> STATION 39+40 <br />TABLE V-I FLOOD HAZARD AREA DELINEATION 25 I II-5 FLOOD HYDROGRAPH UPSTREAM WADSWORTH 15 <br /> BOULEVARD-STATION 54+90 <br /> I II-6 INFLOW HYDROGRAPH INTO HENRY'S LAKE 16 <br /> III-7 ROUTED OUTFLOW FROM HENRY'S LAKE 16 <br /> I II-8 FLOW SPLIT HYDROGRAPH AT WADSWORTH BOULEVARD 17 <br /> III-9 FLOW SPLIT HYDROGRAPH AT HAMPDEN AVENUE 17 <br /> II 1-10 FLOW SPLIT/DIRECT FLOW BASIN HYDROGRAPH AT 18 <br /> HAMPDEN AVENUE AND PIERCE STREET <br /> III-11 FLOW SPLIT/DIRECT FLOW BASIN HYDROGRAPH AT 18 <br /> BEAR CREEK <br /> III-12 PEAK FLOW DIAGRAM ALONG HENRY'S LAKE BASIN 19 <br /> DRAINAGEWAY <br /> III-13 FLOW SPLIT PEAK FLOW DIAGRAM 20 <br /> <br />ii <br />