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Interoffice memorandum <br />Walker to Brown <br />29 June 1999 <br />Page 3 of 6 Pages <br />ITEM REFERENCE PURPOSE COMPLIANCE? <br /> by debris. detail of the trash rack on <br /> Drawing 13-8. <br />Invert elevation of the 4.05.6(3)(c) Required to determine Ok. Elevation is 7380. In <br />dewatering device. that the invert this pond, the dewater <br /> elevation is not elevation is the top of the <br /> located at a lower primary riser. <br /> elevation than the <br /> maximum sediment <br /> storage volume. <br />Diameter of the 4.05.6(3)(d) Required to Ok. The diameter is 18", <br />primary spillway riser, demonstrate capacity CMP <br />and type of to discharge required <br />composition flows. <br />Invert elevation of the 4.05.6(3)(d) Required to Ok. At an elevation of <br />primary spillway riser demonstrate capacity 7380. <br /> to discharge required <br /> flows <br />Number, elevation of 4.05.6(3)(d) Required to N/A to this design. <br />inverts, and size of all demonstrate capacity <br />weep holes in the to discharge required <br />primary spillway riser flows <br />Invert elevation of the 4.05.6(3)(d) Required to Needs to be labeled on <br />primary spillway demonstrate capacity Drawing 13-8. <br />barrel to discharge required <br /> flows <br />Slope of the primary 4.05.6(3)(d) Required to Needs to be labeled on <br />spillway barrel demonstrate capacity Drawing 13-8 <br /> to discharge required <br /> flows <br />Length of the primary 4.05.6(3)(d) Required to Needs to be labeled on <br />spillway barrel demonstrate capacity Drawing 13-8 <br /> to discharge required <br /> flows <br />Outfall protection 4.05.6(3)(d) Protection from None indicated (at the <br /> undercutting outfall of the primary <br /> spillway barrel). Needs to <br /> be provided and shown on <br /> Drawing 13-8 <br />