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Ditch C15 <br />See Pond 009 design in Attachment 2.05.3(3)-30 for ditch design <br />Ditch C16 <br />This ditch is an overflow ditch for the inlet to the permanent West Lateral Ditch pipeline. It is <br />meant to handle 20.0 cfs which is the maximum flow of the West Lateral Ditch. It only runs if <br />there is a clog or an emergency in the pipeline or a system flush creates more flow than the <br />pipeline can handle. The ditch is steep since it runs north to Tuttle Draw near 2700 Road. The <br />ditch has an 8 foot bottom width, 1.5:1 side slopes and a 5 foot depth. The bottom of the ditch is <br />on bedrock so even though the slope of the channel is greater than 20% (24%) no erosion occurs. <br />Attachment 2.05.3(3)-1 Page 17 March 2016 (TR -70) <br />