Supporting Documentation · Jun 3, 2026
2026 02 12 Crestmont CC and Eagle Rock Ave Stormwater Management Report
b2e79b7061cbbbe57e9837f2fec3a1c0d102ba104a1fd5bfe1ade5107afe3de3Indexed text · page 780
Show all pagesHydrograph Report File: Eagle Rock Proposed (Future).hys Hydrology Studio v 3.0.0.39 10-21-2025 PR-2A Routing Hyd. No. 46 Hydrograph Type = Pond Route Peak Flow = 0.000 cfs Storm Frequency = 2-yr Time to Peak = 58 min Time Interval = 1 min Hydrograph Volume = 0.000 cuft Inflow Hydrograph = 45 - PR-2A Max. Elevation = 537.39 ft Pond Name = SSBB-2 Max. Storage = 3,332 cuft Pond Routing by Storage Indication Method Qp = 0.000 cfs 4 3 2 1 0 -1 0 10 20 30 40 50 60 70 Time (min) Req'd Stor PR-2A PR-2A Routing
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- Sep 29, 2026
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