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• Ms. Michele McPherson <br /> August 10, 2001 <br /> Page Two <br /> 7. The storm drainage calculations account for a hundred-year runoff volume from <br /> the entire site—both Lots 1 and 2. The pond is sized accordingly. However, <br /> greater detail should be provided as to how the hundred-year runoff volume will <br /> get to the pond without causing erosion. On Lot 2, a curb cut is indicated with a <br /> swale leading into the pond. There is no detail relative to erosion protection in <br /> this area. The pond also shows an overflow in the northeast corner. This area <br /> should also have detail showing some type of erosion protection should the <br /> overflow be needed. <br /> 8. The grading, drainage, and erosion control plan should have the high water pond <br /> elevations shown on the drawing. <br /> If you have any questions regarding any of these comments, please call. <br /> Sincerely, <br /> Howard R. Green Company <br /> .- -(,,u7)7/faeeie-t2 <br /> Terry J Maurer, P.E. <br /> • TJM:mw <br /> • <br /> Howard R. Green Company <br /> O:\PROJ\81528OJ\024O1Ltr-081001-McPheQ©NjULTI NG ENGINEERS <br />