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• Developed <br />1. Data: <br />Drainage area :....................A = 15.2000 Acres <br />Runoff Curve Number :.............GN = 80 <br />Time of Concentration:...........Tc = 0.35 <br />Storm Type :....................... = II <br />Pond and swamp areas spread <br />throughout watershed ........:...... = 0.00 percent of A <br />0.0000 Acres <br />• 2. Frequency ........................yr = 100 <br />3. Rainfall,P(24-hour) ..............in = 3.00 <br />4. Initial abstraction, la............ = 0.5000 <br />5. Compute la/P ....................... = 0.1667 <br />6. Unit peak discharge, qu......csm/in = 605.20 <br />7. Runoff,Q .........................in = 1.2500 <br />8. Pond & swap adjustment factor,...Fp = 1.00 <br />9. Peak Discharge,gp ...............cfs = 17.9667 <br />• REVISED MARCH2O06 Attachment 2.05.3(3)-1-26 <br />