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<br />\. J <br /> <br />Diversion Ditch No. 2 <br />Beginning Elevation - Ditch <br />Ending Elevation - Ditch <br />Length - Ditch <br />Average Slope - Ditch <br />Drainage Area Basin <br />Maximum Elevation - Basin <br />Minimum Elevation - Basin <br />Hydraulic Length - Basin <br />Average Slope - Basin <br />Rainfall - 100 yr 24 hr event <br />Peak Flow <br />Channel Design: <br />Bottom Width <br />Design Flow Depth <br />Channel Slope <br />Side Slopes <br />Channel Lining <br />Velocity of Flow <br />(Manning's) <br />7,375' <br />7,006' <br />3,645' <br />10% <br />41 Acres <br />7,560' <br />7,010' <br />3,000' <br />45% <br />2.3 inches <br />32 cfs <br />0 <br />Varies <br />~~ V ~~ <br />2.5H:1V <br />Bedrock <br />Varies <br />-10- <br />