Supporting Documentation · Jun 3, 2026
2026 02 12 Crestmont CC and Eagle Rock Ave Stormwater Management Report
b2e79b7061cbbbe57e9837f2fec3a1c0d102ba104a1fd5bfe1ade5107afe3de3Indexed text · page 89
Show all pagesHydrograph Report File: Eagle Rock Existing (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 EX-1-U Hyd. No. 16 Hydrograph Type = Junction Peak Flow = 36.55 cfs Storm Frequency = 100-yr Time to Peak = 12.12 hrs Time Interval = 1 min Hydrograph Volume = 142,313 cuft Inflow Hydrographs = 13, 14, 15 Total Contrib. Area = 5.0 ac Qp = 36.55 cfs 42 40 38 36 34 32 30 28 26 24 22 Q (cfs) 20 18 16 14 12 10 8 6 4 2 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) EX-1-U Open Space C EX-1-U Woods C EX-1-U Impervious EX-1-U
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- Sep 29, 2026
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