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U `G G'^ N ITEM REFERENCE PURPOSE COMPLIANCE? elevation than the Figure 4 has no maximum sediment certification.. storage volume. Diameter of the 4.0~.6(3)(d) Required to YES. 6". Composition is primary spillway demonstrate capacity not indicated. riser, and type of to discharge required composition flows. Invert elevation of the 4.05.6(3)(d) Required to SAME AS INVERT FOR primary spillway riser demonstrate capacity THE DEWATER to discharge required DEVICE. Figure -t flows indicates that there is a riser. The SEDCAD run indicates there is no riser. Number, elevation of 4.05.6(3)(d) Required to N/A None are provided. inverts, and size of all demonstrate capacity weep holes in the to discharge required primary spillway riser flows Invert elevation of the 4.05.6(3)(d) Required to NO. primary spillway demonstrate capacity barrel to discharge required flows Slope of the primary 4.0~.6(3)(d) Required [o NO. Indicated as 5% in the spillway barrel demonstrate capacity SEDCAD tun. This should to discharge required be validated on the as-built. flows Length of the primary 4.05.6(3)(d) Required to NO. Indicated as 20' in the spillway barrel demonstrate capacity SEDCAD run. Should be to discharge required on the as-built.. flows Outfall protection 4.05.6(3)(d) Protection from NO. undercutting Appropriate barriers 4.05.6(3)(d) Prevents seepage N/A. This is an item that is along the barrel. carried over from design drawings and construction certifications. Cannot be verified afrer construction is complete. Invert elevation of 4.0~.6(3)(d) Required to XES -BUT Indicated as emergency spillway demonstrate capacity 6080.3 on the as-built, of the spillway 6080.6 on Figure 4, 6080.6 in the SEDCAD run. Width of emergency 4.05.6(3)(d) Required to YES. Indicated as 6 feet on spillway demonstrate capacity Figure 4 and in the to discharge required SEDCAD run. But Figure 4 flows should be certified as an as- ~I _/