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Exhibit 7, Item 14, Table 1 <br />Summary of Ditch and Channel Design Parameters <br />Revision Date: 3/27/13 <br />Revision No. TR -97 <br />Exh. 7 -14 -6 <br />Streeter Pond Spillway <br />29.7 <br />8 <br />20.0 1 <br />1.5 <br />9.0 <br />Q <br />Work Area Pond Spillway <br />0.0 <br />8 <br />15.0 <br />1.5 <br />NA <br />Gulch A Pond Spillway <br />18.7 <br />17 <br />15.0 <br />1.5 <br />9.0 <br />ti <br />Stoker Siding Pond Spillway <br />0.0 <br />50 <br />5.0 <br />2.0 <br />NA <br />X <br />Rail Loop Pond Spillway <br />0.0 <br />50 <br />7.0 <br />2.0 <br />NA <br />W <br />Prospect Pond Spillway <br />3.0 <br />33 <br />12.0 <br />1.5 <br />9.0 <br />West Pit Pond Spillway <br />0.0 <br />33 <br />20.0 <br />1.5 <br />NA <br />Section 16 Pond Spillway <br />2.4 <br />33 <br />19.0 <br />2.0 <br />9.0 <br />East Taylor Pond Spillway <br />3.7 <br />40 <br />20.0 <br />2.0 <br />9.0 <br />BQtt+�tri <br />lam :. <br />gip: <br />x <br />Side ChannelDesi ns (T6M 6 ra <br />Flow, 4: <br />Slo ey.94 <br />Width.' - <br />`;' HAV, <br />)SOi -in <br />w <br />(See Exh. 7, Item 14B text) <br />' <br />Battdm : <br />Side.':.1 ,`' <br />! !p gip, <br />V <br />Ta lor'Tributa Ditch <br />Figw Q' <br />Slope, % <br />Width° <br />... <br />' <br />"'D5i} to <br />(All segments designed for 100 r/24 hr storm for simplicit , altho onl Sta. 0 to 10 requires 100 r) <br />ti <br />Taylor Tributary Ditch, Sta 0 to 10 <br />399.2 <br />8.0 <br />12.0 <br />3.0 <br />24.0 <br />t <br />X <br />Sta 10 to 35 <br />189.0 <br />7.4 <br />12.0 <br />3.0 <br />18.0 <br />W <br />Sta 35 to 60 <br />150.0 <br />7.0 <br />12.0 <br />3.0 <br />18.0 <br />Sta 60 to 79 +89 <br />123.0 <br />7.2 <br />12.0 <br />3.0 <br />18.0 <br />Bottom <br />�Side'Slo <br />Section 16 Fll1 Ditch- ` <br />F1gw, Q <br />Slope, % <br />Width a <br />H.1V . ' ' <br />D50; in <br />w <br />Section 16 Fill Ditch <br />1.9 <br />18 <br />0.0 <br />3.0 <br />12.0 <br />Streeter Gulch Ditch ormer es gn , <br />{ <br />w <br />SW Trib. Streeter Gulch, SE Trib. <br />Bottom ' <br />Side Slope, <br />Rip Rap, <br />Streeter Gulch <br />Flow, Q <br />Slope, % <br />Width <br />HAV: <br />060, in <br />x <br />Streeter Gulch Ditch (former design) <br />See Exh. 7 -14J for current design <br />w <br />SW Trib. Streeter Gulch <br />1.0 <br />3 -25 <br />0.0 <br />3.0 <br />Veg. <br />SE Trib Streeter Gulch <br />1.1 <br />1 -20 <br />0.0 <br />3.0 <br />Veg. <br />West Pit Fill Ditch & <br />Bottom <br />Side Slope, <br />Rip Rap, <br />East Taylor Pond Ditch <br />Flow, Q <br />Slope, % <br />Width <br />HAV <br />D60, in <br />(All segments ex. Coal Road Ditch designed for 100 yr storm; WP Coal Rd Ditch designed <br />for 10 year storm) <br />ti <br />West Pit Fill Ditch, Sta 0 to 2 <br />169.9 <br />17.0 <br />10.0 <br />3.0 <br />21.0 <br />X <br />West Pit Fill Ditch, Sta 2 to 10 <br />158.2 <br />25.0 <br />10.0 <br />3.0 <br />24.0 <br />W <br />West Pit Fill Ditch, Sta 10 to 31 <br />108.0 <br />10.0 <br />10.0 <br />3.0 <br />12.0 <br />West Pit Coal Road Ditch, Sta 0 to 21 <br />19.2 <br />10.0 <br />10.0 <br />3.0 <br />Veg <br />East Taylor Pond Ditch, Sta 0 to 30 <br />50.2 <br />1 3.5 <br />0.0 <br />Revision Date: 3/27/13 <br />Revision No. TR -97 <br />Exh. 7 -14 -6 <br />