Supporting Documentation · Jun 3, 2026
12 2026 02 12 Crestmont CC Stormwater Management Report
af4b3e068e3e8fd5e13ba0340f7139ca27c9c412a037f50ebc781a156e29509eIndexed text · page 368
Show all pagesHydrograph Report File: Eagle Rock Proposed (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 POA-1 Hyd. No. 32 Hydrograph Type = Junction Peak Flow = 26.22 cfs Storm Frequency = 25-yr Time to Peak = 12.12 hrs Time Interval = 1 min Hydrograph Volume = 114,179 cuft Inflow Hydrographs Total Contrib. Area = 0.0 ac Qp = 26.22 cfs 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 Q (cfs) 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 26 27 Time (hrs) PR-1A Routing PR-1B (Swale) PR-1C-D PR-1C-U POA-1
File revisions (1)
- Sep 29, 2026
af4b3e068e3e295,851,182 bytes