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<br />Page No. <br />I-I <br />III-2 <br />III-I 2 <br />II1-18 <br />1lI-23 <br /> <br /> LIST OF FIGURES <br />Figure I-I Study Area <br />Figure III-I(A-C) Watershed Map <br />Figure 1lI-2(A-C) SWMM Routing Elements <br />Figure III-3(A-D) Typical RunoffHydrographs <br />Figure II1-4(A-C) Peak Flow Diagrams <br /> <br />Page No. <br />III-5 <br />III-6 <br />III-6 <br />III-I6 <br />1lI-17 <br />III-I 7 <br />IIl-21 <br />V-6 <br />VI-6 <br />VII-7 <br />VII-8 <br />VIT-9 <br />VII-IO <br />VIl- I 2 <br /> <br /> LIST OF TABLES <br />Table III-I Two-hour Design Storm for Basins Between Five and Ten Square Miles <br />Table III-2 CUHP Sub-Watershed Parameters <br />Table III-3 SWMM Routing Element Parameters <br />Table III-4 Peak Runoff Comparisons <br />Table 1II-5 Peak Runoff Comparisons - No Detention <br />Table III-6 Sub-Watershed Peak Flow Summary <br />Table III- 7 Summary of Peak Flows <br />Table V-I Bridges/Culverts Existing Capacities <br />Table VI-I Recommended Alternative Selection <br />Table VII-I Unit Cost Data <br />Table VII-2 Total Drainage Improvement Costs Summarized by Sheet <br />Table VII-3 Total Drainage Improvement Costs Summarized by Jurisdiction <br />Table VII-4 W atershed- Wide Improvement Prioritization <br />Table VIl-5 Improvement Prioritization by Jurisdiction <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />, <br /> <br /> <br />I' <br /> <br />I <br />I <br /> <br />I <br /> <br />,I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />:1 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />