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2. Frequency ........................yr = 25 <br />3. Rainfall,P(24-hour) ..............in = 2.40 <br />4. Initial abstraction. la............ = 0.5316 <br />5. Compute la/P ..:.................... = 0.2215 <br />6. Unit peak discharge, qu......csm/in = 424.11 <br />7. Runoff,Q .........................in = 0.7712 <br />8. Pond & swap adjustment factor,...Fp = 1.00 <br />9. Peak Discharge,gp ...............cfs = 18.0699 <br />Time of Concentration (SCS Method) 11/08/2001 11:35 <br />Curve Number: 79 <br />Length of Flow (ft): 2927 <br />Average Land Slope (): 4.3 <br />Time of Concentration (hrs): 0.62 <br />• <br />(REVISED 11-08-01) Attachment 2.05.3(3) -10-40 <br />