Supporting Documentation · Jun 3, 2026
2026 02 12 Crestmont CC and Eagle Rock Ave Stormwater Management Report
b2e79b7061cbbbe57e9837f2fec3a1c0d102ba104a1fd5bfe1ade5107afe3de3Indexed text · page 476
Show all pagesHydrograph Report File: Eagle Rock Proposed (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 PR-2C-U Hyd. No. 67 Hydrograph Type = Junction Peak Flow = 6.937 cfs Storm Frequency = 25-yr Time to Peak = 12.10 hrs Time Interval = 1 min Hydrograph Volume = 31,147 cuft Inflow Hydrographs = 63, 64, 65, 66 Total Contrib. Area = 2.01 ac Qp = 6.937 cfs 7 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-2C-U Open Space C PR-2C-U Woods C PR-2C-U Gravel C PR-2C-U Impervious PR-2C-U
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