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Hvdrologv Results <br />• <br />Peak Discharge <br />10-year, 24-hour event: 3.89 cfs <br />Ditch Desion <br />Section A of the Access Road Collection Ditch was designed using <br />Manning's Equation for Open Channel Flow and the results are <br />summarized in Figure 2, Sediment Collection Ditches - Design <br />Detail. <br />Access Road Collection Ditch - Section B <br />Hvdrologv <br />Section B of the Access Road-Collection ~i`tch-collects ell the <br />surface runoff from Section A and subwatershed JBS 112/SWS 1. All <br />• hydrology inputs for the subwatershed are shown on Table 11 SEDCAD+ <br />Version 3.0, Pond 5 and Associated Structures. <br />• <br />~ ~ 1~ <br />100 R Revised - December, 1991 <br />