Supporting Documentation · Jun 3, 2026
12 2026 02 12 Crestmont CC Stormwater Management Report
af4b3e068e3e8fd5e13ba0340f7139ca27c9c412a037f50ebc781a156e29509eIndexed text · page 191
Show all pagesHydrograph Report File: Eagle Rock Existing (Future).hys Hydrology Studio v 3.0.0.39 10-21-2025 TOTAL POA-1 Hyd. No. 18 Hydrograph Type = Junction Peak Flow = 58.39 cfs Storm Frequency = 100-yr Time to Peak = 12.13 hrs Time Interval = 1 min Hydrograph Volume = 233,251 cuft Inflow Hydrographs Total Contrib. Area = 0.0 ac Qp = 58.39 cfs 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 Q (cfs) 34 32 30 28 26 24 22 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-D EX-1-U TOTAL POA-1
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