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

Hydrograph Report File: Eagle Rock Proposed (Future).hys Hydrology Studio v 3.0.0.39 10-21-2025 PR-1A Routing Hyd. No. 11 Hydrograph Type = Pond Route Peak Flow = 0.000 cfs Storm Frequency = 2-yr Time to Peak = 61 min Time Interval = 1 min Hydrograph Volume = 0.001 cuft Inflow Hydrograph = 10 - PR-1A Total Max. Elevation = 534.52 ft Pond Name = SSBB-1 Max. Storage = 2,487 cuft Pond Routing by Storage Indication Method Center of mass detention time = 2.59 hrs Qp = 0.000 cfs 3 2 1 0 -1 0 10 20 30 40 50 60 70 80 Time (min) Req'd Stor PR-1A Total PR-1A Routing