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• Mr. Kent Lokkesmoe <br />Page 2 <br />June 6, 1980 <br />The basis for design of the,ponding area was to limit peak flows <br />downstream. Our calculations indicate that present 100 year runoff <br />event peak flows from the pond area should be approximately 64 cubic <br />feet per second. Following pond construction, the 100 year pond <br />discharge will be appreximately 5.2 cubic feet per second. This should <br />have a beneficial effect in downstream areas where flooding presently <br />occurs. <br />Please contact me if you have any questions or require further <br />information. <br />Yours very truly, <br />Gerald M. Sunde <br />GMS:skw <br />