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• Hydrologic Concerns <br />1. Peak Flows: The applicant will re-design the diversion/ <br />collection system and submit to the Division after revising <br />the peak flow employing basin slope corrections as requested. <br />However, by increasing the peak flow by 207 (a figure <br />which the Division has arrived at through basin slope <br />corrections) increases the depth by approximately 0.1 of a <br />foot and the velocity be generally 0.5 feet/second. <br />See attached nomograph for 2 foot flat bottomed ditch <br />using an n = .03 from US Bureau of Transportation. <br />~• <br /> <br />