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-1A-D Hyd. No. 3 Hydrograph Type = Junction Peak Flow = 5.159 cfs Storm Frequency = 100-yr Time to Peak = 12.10 hrs Time Interval = 1 min Hydrograph Volume = 17,738 cuft Inflow Hydrographs = 1, 2 Total Contrib. Area = 0.65 ac Qp = 5.159 cfs 6 5 4 Q (cfs) 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 Time (hrs) PR-1A-D Grass D PR-1A-D Imp PR-1A-D