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Supporting Documentation · Jun 3, 2026

2026 02 12 Crestmont CC and Eagle Rock Ave Stormwater Management Report

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Hydrograph Report File: Eagle Rock Existing (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 EX-1-U Woods C Hyd. No. 14 Hydrograph Type = NRCS Runoff Peak Flow = 3.591 cfs Storm Frequency = 100-yr Time to Peak = 12.18 hrs Time Interval = 1 min Runoff Volume = 13,875 cuft Drainage Area = 0.7 ac Curve Number = 70.00 Tc Method = User Time of Conc. (Tc) = 12.0 min Total Rainfall = 9.24 in Design Storm = NOAA-D Storm Duration = 24 hrs Shape Factor = 484 Qp = 3.591 cfs 4 3 Q (cfs) 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Time (hrs)

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