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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 OF CONTENTS <br /> <br />LETTER OF TRANSMITTAL <br /> <br />TABLE OF CONTENTS <br /> <br />INTRODUCTION <br /> <br />HYDROLOGY <br />Hydrologic Data Sources <br />Basin Characteristics <br />Design Precipitation and Storms <br />Runoff Investigation <br />Design Runoff <br />Effects of Development on Runoff <br /> <br />HYDRAULICS <br />Methodology <br />Description of Flooding <br /> <br />RECOMMENDATIONS <br />General <br />Emergency Flood Policy <br />Debris <br />Bridges and Culverts <br />Channel <br />Summary <br /> <br />BIBLIOGRAPHY <br /> <br />APPENDIX - Climatological Reports on 10, 25, IRF and <br />SPF Storm Events <br /> <br />LIST OF TABLES <br /> <br />No. Title <br /> <br />1 Blue River Peak Discharge - Precipitation <br />Relationship <br /> <br />2 Drainage Areas <br />" <br /> <br />3 Pearson Log III Frequency Analysis at <br />Selected Gages <br /> <br />4 Hydrology Summary <br /> <br />5 Reservoir and Detention Storage Flood Routing <br />- Goose Pasture Tarn - 100-year AMC II. <br /> <br />6 Minimum Bridge Under-Clearance Elevations <br /> <br />~ Leonard Rice Consulting Water Engineers. Inc. <br /> <br />Page No. <br /> <br />1 <br /> <br />3 <br />3 <br />7 <br />8 <br />9 <br />11 <br />15 <br /> <br />24 <br />24 <br />28 <br /> <br />32 <br />32 <br />32 <br />32 <br />32 <br />33 <br />34 <br /> <br />Page No. <br /> <br />5 <br /> <br />8 <br /> <br />12 <br /> <br />16 <br /> <br />26 <br /> <br />33 <br />