Laserfiche WebLink
<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 />Section <br /> <br />II <br /> <br />III <br /> <br />IV <br /> <br />V <br /> <br />VI <br /> <br />TABLE OF CONTENTS <br /> <br />Title <br /> <br />LETTER OF TRANSMITTAL <br /> <br />EXECUTIVE SUMMARY <br /> <br />The Study Area <br />Major Drainageway Plan Improvements <br /> <br />EXISTING BASIN DESCRIPTION <br /> <br />Subbasin 1 (Headwaters to Addenbrooke Pond) <br />Subbasin 2 (Addenbrooke Pond to Rockmont Ponds) <br />Subbasin 3 (Rockmont Ponds to pond near First <br />Avenue and Balsam Street) <br />Subbasin 4 (Pond near First Avenue and Balsam <br />Street to Wadsworth Blvd.) <br />Subbasin 5 (Wadsworth Blvd. to confluence with <br />Lakewood Gulch) <br /> <br />HYDROLOGICAL SUMMARY <br /> <br />General Comments <br />Soils, Geology and Infiltration <br />South Lakewood Gulch Hydrology <br /> <br />APPENDIX TO SECTION III <br /> <br />Rainfall <br /> <br />FLOODPLAINS <br /> <br />Gene ra I <br />Flood Frequency <br />Flood Magn i tude <br />Flood Profiles <br />Principles of Floodplain Controls <br />Flood Damages <br /> <br />BASIS OF DESIGN <br /> <br />General Planning Strategy <br /> <br />PHASE A ALTERNATIVES <br /> <br />General Comments <br /> <br />Page <br /> <br />Section <br /> <br />VII <br /> <br />VIII <br /> <br />1-1 <br />1-1 <br /> <br />IX <br /> <br />11-1 <br />11-1 <br />11-2 <br /> <br />11-2 <br /> <br />11- 3 <br /> <br />1-1 <br /> <br />11-1 <br /> <br />111-1 <br />111-2 <br />111-3 <br /> <br />111-1 <br /> <br />111-2 <br /> <br />III-A <br /> <br />111-3 <br />111-4 ' <br /> <br />III-A <br /> <br />IV-l <br />IV-l <br />IV-l <br />IV-] <br />IV-2 <br />IV-3 <br /> <br />V-I <br /> <br />V-2 <br /> <br />VI-l <br /> <br />VI-2 <br /> <br />V-5 <br /> <br />VII-l <br /> <br />VII-2 <br /> <br />VI-l <br /> <br />VII-3 <br /> <br />TABLE OF CONTENTS <br /> <br />Title <br /> <br />Page <br /> <br />PHASE A BENEFIT/COST ANALYSIS <br /> <br />Genera I <br /> <br />V 11-1 <br /> <br />PHASE B MAJOR DRAINAGEWAY PLANNING <br /> <br />BI BLI OG RAP HY <br /> <br />APPENDIX A AGENCY/INTERESTED PARTY CONTACT <br /> <br />APPENDIX B LEGAL OPINION <br /> <br />LI ST OF TABLES <br /> <br />Summary of Total Costs Phase B <br /> <br />1-3 <br /> <br />Subbasin Characteristics <br /> <br />11-4 <br /> <br />Peak Runoff Flows Present Conditions <br /> <br />111-3 <br /> <br />Peak Runoff Flows Future Development <br /> <br />111-5 <br />111-5 <br />111-6 <br /> <br />IOO-Year Peak Runoff Flows Future Development <br /> <br />Runoff Volumes Future Development <br /> <br />Incremental Rainfall Data <br /> <br />III-^ <br /> <br />Unit Prices <br /> <br />V-3 <br />v-4 <br /> <br />Drainage and Flood Control System Operation <br />and Maintenance Costs <br /> <br />Storage Alternatives Investigated Phase A <br /> <br />VI-3 <br /> <br />Non-Storage Alternatives Investigated Phase A VI-4 <br /> <br />Phase A Unit Prices <br /> <br />VII-3 <br />VII-4 <br /> <br />Phase A Annual Unit Costs for 0 & M <br /> <br />Benefit/Cost Comparison Storage/Channel Improvements VII-5 <br />