Laserfiche WebLink
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. 7-14-7 <br />Gulch A Ditch, Sta 20 to 58 <br />95.1 <br />5-10 <br />10.0 <br />3.0 <br />9.0 <br />0 <br />95.1 <br />11-15 <br />10.0 <br />3.0 <br />12.0 <br />It <br />T- <br />95.1 <br />16-18 <br />10.0 <br />3.0 <br />15.0 <br />Gulch A Ditch, to 58 to 65 <br />105.6 <br />7-10 <br />10.0 <br />3.0 <br />12.0 <br />X <br />Gulch A Ditch, Sta 65 to 79 <br />96.5 <br />8-9 <br />10.0 <br />3.0 <br />9.0 <br />W <br />96.5 <br />10-12 <br />10.0 <br />3.0 <br />12.0 <br />Section 11 Ditch, Sta 0 to 10 <br />1.0 <br />10 <br />0.0 <br />3.0 <br />Veg. <br />T <br />E kh 7-ff",04 tallized Ditch 069496, Pr6o�Odol (SO61 <br />141,; <br />�attam V <br />9 <br />Side Slope,';, <br />p Rap, <br />P11 <br />Ea7stTayllor Ditch <br />Flow, 0' <br />Slope, <br />Vidth <br />:1 <br />HAV 1'East <br />050, in <br />X <br />Taylor Ditch, Sta 0+00 to 19+55 <br />53.0 <br />22.0 <br />1 12.0 <br />3.0 <br />18.0 <br />LU <br />Sta 19+55 to 38+33 <br />47.2 <br />1.5 <br />20.0 <br />3.0 <br />n/a; veg. <br />Sta 38+33 to 81+85 <br />35.1 <br />8.3 <br />12.0 <br />3.0 <br />18.0 <br />:Bott 6i:, <br />-Side 81 0 <br />P, <br />Streeter Gulch Ditch <br />Flow, 0 <br />Slope, % <br />Width <br />in <br />X <br />w <br />Streeter Gulch, Sta 0 to 188 <br />31.0 <br />8 <br />12.0 <br />3.0 <br />18.0 <br />-j <br />11 <br />i <br />Bottom'., <br />Side <br />' pi g ps <br />7 <br />Tailor bitch <br />Flow, Q <br />Slope, % <br />Width <br />,--'HAV <br />DSO,'ih <br />Lu <br />Taylor Ditch, Sta 0 to 10+67 <br />4.4 <br />13 <br />0.0 <br />3.0 <br />n/a; veg. <br />Bottom <br />'Side Slo <br />Buckskin Draw Ditch <br />Flow, 0 <br />Slope, % <br />Width <br />HAW' <br />D60, in <br />X <br />LU <br />Buckskin Draw Ditch, Sta 0 to 35 <br />>1 <br />8 <br />12.0 <br />3.0 <br />18.0 <br />0 <br />Bottom, <br />Side Slope' <br />Rip Rap, <br />Section 16 Pond Ditch Extension <br />Flow, Q <br />Slope, <br />Width <br />HAV <br />D60, In <br />X <br />NA, <br />Section 16 Pond Ditch Extension <br />9.7 <br />2 <br />0.0 <br />3.0 <br />in rock <br />Revision Date: 3/27/13 <br />Revision No. TR-97 <br />Exh. 7-14-7 <br />