Supporting Documentation · Jun 3, 2026
12 2026 02 12 Crestmont CC Stormwater Management Report
af4b3e068e3e8fd5e13ba0340f7139ca27c9c412a037f50ebc781a156e29509eIndexed text · page 145
Show all pagesHydrograph Report File: Eagle Rock Existing (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 POA-2 100YR ALLOW Hyd. No. 47 Hydrograph Type = Junction Peak Flow = 29.56 cfs Storm Frequency = 100-yr Time to Peak = 12.12 hrs Time Interval = 1 min Hydrograph Volume = 127,875 cuft Inflow Hydrographs Total Contrib. Area = 0.0 ac Qp = 29.56 cfs 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 Q (cfs) 16 15 14 13 12 11 10 9 8 7 6 5 4 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) EX-2-D 100 YR ALLOW EX-2-U POA-2 100YR ALLOW
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