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Flow, Q Slope, % <br />Bottom <br />Width <br />Side Slope, <br />H:1V <br />Rip Rap, <br />D50, in <br />(All segments ex. Coal Road Ditch designed for 100 yr storm; WP Coal Rd Ditch designed for 10 year storm) <br />West Pit Fill Ditch, Sta 0 to 2 169.9 17.0 10.0 3.0 21 <br />West Pit Fill Ditch, Sta 2 to 10 158.2 25.0 10.0 3.0 24 <br />West Pit Fill Ditch, Sta 10 to 31 108.0 10.0 10.0 3.0 12 <br />West Pit Coal Road Ditch, Sta 0 to 21 19.2 10.0 10.0 3.0 Veg. <br />East Taylor Pond Ditch, Sta 0 to 30 50.2 3.5 0.0 3.0 Veg. <br />West Pit Fill Ditch & East Taylor Pond Ditch <br />Exhibit 7, Item 14, Table 1 <br />Summary of Ditch and Channel Design Parameters <br />Note: For permanent and temporary channels in the West Pit, East Pit, and South Taylor area please see <br />appliacble appendices in Volumes 2B, 2C, 2D, 2E, and 13.Exh7-14FExh. 7-14-6 <br />Revision Date: 12/13/22 <br />Revision No. TR-158