Laserfiche WebLink
Exhibit 7, Item 14, Table 1 <br />Summary of Ditch and Channel Design Parameters <br />cy <br />South Taylor Haul Road Ditch <br />Bottom <br />Side Slope, <br />Rip Rap, <br />Not Permanent <br />Flow, Q <br />Slope, % <br />Width <br />HAV <br />D50, in <br />X <br />0 <br />N /A, <br />W <br />Ditch, Sta 0 to 46 <br />10.1 <br />8 <br />(V ditch) <br />3.0 <br />in rock <br />Bottom <br />Side Slope, <br />Rip Rap,, <br />East Pit Reclamation Area <br />Flow, Q <br />Slope, alo <br />Width <br />HAV <br />D50, in <br />Ix <br />Prospect Ditch, Sta 0 to 15 <br />2.7 <br />20 <br />12 <br />2 <br />12 <br />t <br />Prospect Ditch, above Sta. 15 <br />13.4 <br />12 -15 <br />12 <br />2 <br />Veg. <br />W <br />North Trib. East Pit Ditch 0 to Sta 35 <br />26.8 <br />6 -21 <br />12 <br />2 <br />12 <br />N. Trib. E. Pit Ditch above Sta 35 <br />6.4 <br />6 <br />12 <br />2 <br />Veg. <br />Final East Pit Ditch <br />29.6 <br />4 -24 <br />12 <br />2 <br />12 <br />Note: For ditches in the South Taylor Area, See Volume 13, Table 1, Exh. 7 -20 Part E. (This includes <br />the following Ditches <br />East Taylor East Tributary Ditch <br />East Taylor West Tributary Ditch <br />West Taylor East Tributary Ditch <br />West Taylor West Tributary Ditch <br />S29 -A Trib <br />Trib. A Ditch <br />Trib. B Ditch <br />Trib. C Ditch <br />Trib. D Ditch <br />Trib. E Ditch <br />Trib. F Ditch <br />Trib. G Ditch <br />Trib. H Ditch <br />Trib.I Ditch <br />• <br />Exh. 7 -14 -7 <br />Revision Date: 12/31/10 <br />Revision No. TR -81 <br />