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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />, I <br />I <br />I <br />I <br /> <br />I <br />I I <br />I <br />I <br />I <br /> <br />TABLE OF CONTENTS <br /> <br />Descrlotlon <br />LOCATION OF PROPERTY <br />STUDY BACKGROUND <br />1973 Study <br />1986 Study <br />Sources of Information <br />HYDROLOGY <br />Exlstin9 Hydrolo9ic Model <br />Standley Lake <br />Ketner Reservoir <br />Final Discharge Upstream of the C80S Railroad <br />IMPROVED INLET <br />Depth-Outflow Curve In the Existin9 HEC-2 Model <br />Sharp-edged Entrance <br />Improved Entrance <br />Decrease In Depth <br />STORAGE VOLUME UPSTREAM OF THE C80S RAILROAD <br />Total Existin9 Volume <br />Existin9 Volume Within the Floodway <br />ADDITIONAL HEC-l RUNS <br />ADDITIONAL HEC-2 RUNS <br />MASTER PLAN IMPROVEMENTS <br />CONCLUSIONS <br />RECOMMENDATIONS <br /> <br />E..w <br />1 <br />1 <br />3 <br />3 <br />3 <br />4 <br />4 <br />8 <br />9 <br />9 <br />10 <br />11 <br />11 <br />11 <br />14 <br />14 <br />15 <br />15 <br />18 <br />20 <br />20 <br />21 <br />24 <br />