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Supporting Documentation · Jun 3, 2026

12 2026 02 12 Crestmont CC Stormwater Management Report

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Hydrograph Report File: Eagle Rock Proposed (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 PR-2A-D Hyd. No. 37 Hydrograph Type = Junction Peak Flow = 2.928 cfs Storm Frequency = 2-yr Time to Peak = 12.10 hrs Time Interval = 1 min Hydrograph Volume = 9,417 cuft Inflow Hydrographs = 35, 36 Total Contrib. Area = 1.22 ac Qp = 2.928 cfs 3 2 Q (cfs) 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) PR-2A-D Open Space D PR-2A-D Impervious PR-2A-D

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