Laserfiche WebLink
~) <br />i~ <br />Ditch Design Summary -MASTER LIST (Final Configuration) <br />Data from Following SEDCAD pesign Sheets <br />GOB PILE DITCHES <br />Ditch Segment Flowtfs Depth-ft W/Free Base Width Side Slope D50 RipRap Event <br /> (ft) Slope (%) <br />C 0.7 0.4 0.7 - 1.SH:1V 3.0% None 100 YR <br />D 4.85 0.7 1.0 - 2.SH(L) ; 2.OH(R): iV 2.5% None 100 YR <br />F 1.83 0.2 0.5 3 1.SH:1V 3.0% 6" 100 YR <br />I 1.86 0.4 0.7 - 2.SH:iV 4.5% None 100 YR <br />J 9.00 0.9 1.2 - 2.SH(L) ; 2.OH(R):1V 2.0% None 100 YR <br /> PORTAL & UPPER HAUL ROAD DITCHES <br />Ditch Segment Flow-cfs Depth-ft W/Free Base Width Side Slope D50 RipRap Event <br /> (ft) (ft) Slope (%) <br />A 5.80 0.3 1.3 4 1H:1V 10.0% 6-9" 10 YR <br />B 0.51 0.07 1.1 1 IH:1Y 22.0% 6-9" 10 YR <br />C 0.57 0.08 1.1 2 1H:1V 22.0% 6-9" 10 YR <br />D 1.99 0.16 1.2 2 1H:1V 27.0% 6-9" 10 YR <br />E 4.26 0.22 1.22 4 1H:iV 10.0% 6-9" 10 YR <br />F 0.24 0.13 1.13 0.5 1H:1V 14.0% 6-9" 10 YR <br />E&F 4.48 0.16 1.16 5 IH:1V 14.0°!0 6-9" 10 YR <br />G 0.67 0.08 1.08 2 1H:1V 31.0% 6-9" 10 YR <br />H 7.39 0.22 1.22 7 1H:.5V 11.0% 6-9" 10 YR <br />Dry Ford Locations shown on Figure 2.2-7C -See Permit Section 3.3.1 for stream channel protection <br />TR-22 <br />M(vii)-Si <br />05/07 <br />