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NOTE: VARIOUS C-VALUES WERE <br />CONSIDERED (TABLE 2-4 AND F-2), USE OF <br />C = 0.75 BASED ON SITE-SPECIFIC ACTUAL <br />RUNOFF RESPONSE OBSERVED OVER TIME <br />N <br />Q <br />! <br />9 <br />4 <br />; <br />6 <br />2 <br />; <br />7 <br />! <br />! <br />2 <br />3 <br />1 <br />3 <br />0 <br />9 <br />3 <br />0 <br />6 <br />1 <br /> <br />