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 POA-1 Hyd. No. 32 Hydrograph Type = Junction Peak Flow = 19.76 cfs Storm Frequency = 10-yr Time to Peak = 12.12 hrs Time Interval = 1 min Hydrograph Volume = 86,331 cuft Inflow Hydrographs Total Contrib. Area = 0.0 ac Qp = 19.76 cfs 22 21 20 19 18 17 16 15 14 13 12 Q (cfs) 11 10 9 8 7 6 5 4 3 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 26 27 Time (hrs) PR-1A Routing PR-1B (Swale) PR-1C-D PR-1C-U POA-1