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Upon review of Appendix G, the SedCAD modeling for the ditches, DRMS finds that the <br />rip rap sizing appears adequate for the upper and lower diversion ditches and the ditch to <br />drainage as shown in the submitted SedCAD modeling, meeting the requirements of rule <br />4.05.3(7). <br />It appears from SedCAD modelling that Structure #4 discharges the flow from all structures <br />including the pond, to a drainage. <br />c. Please verify, and locate this drainage on a map. <br />Once DRMS receives the above information an analysis of the cells and their contribution to <br />Pond 6MN can be performed. And, once these questions are answered there may be additional <br />adequacy questions proposed. <br />