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PONDS, IMPOUNDMENTS, AND DIVERSIONS - RULE 2.05.3(4) <br />• <br />As recommended by the Division, Ditches A and B will be protected with <br />rock riprap when constructed in unconsolidated material. Likewise, at <br />the curve sections of Ditch A and Ditch B, the design depth has been <br />increased by 0.5 feet and and rock protection and riprap on the outside <br />of the ditches will be provided. <br />-The method of design for the emergency spillway has been changed to meet <br />the requirements of the Division. These calculations and new dimensions <br />will be submitted under separate cover. <br />A detailed drawing of the sediment pond embankment showing all the pond <br />design parameters has been completed. A cross section, along with a <br />front view and a plan view of all discharge works has also been <br />completed. The seal and signature of a registered professional engineer <br />is provided on this drawing. These drawings are currently being drafted <br />and will be submitted under separate cover. <br />• <br />-38- <br />