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

Hydrograph Report File: Eagle Rock Proposed (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 PR-2C-D Hyd. No. 61 Hydrograph Type = Junction Peak Flow = 3.831 cfs Storm Frequency = 10-yr Time to Peak = 12.10 hrs Time Interval = 1 min Hydrograph Volume = 11,445 cuft Inflow Hydrographs = 59, 60 Total Contrib. Area = 0.87 ac Qp = 3.831 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) PR-2C-D Open Space D PR-2C-D Impervious PR-2C-D