Supporting Documentation · Jun 3, 2026
12 2026 02 12 Crestmont CC Stormwater Management Report
af4b3e068e3e8fd5e13ba0340f7139ca27c9c412a037f50ebc781a156e29509eIndexed text · page 239
Show all pagesHydrograph Report File: Eagle Rock Existing (Future).hys Hydrology Studio v 3.0.0.39 10-21-2025 TOTAL POA-2 Hyd. No. 44 Hydrograph Type = Junction Peak Flow = 42.47 cfs Storm Frequency = 100-yr Time to Peak = 12.12 hrs Time Interval = 1 min Hydrograph Volume = 185,037 cuft Inflow Hydrographs Total Contrib. Area = 0.0 ac Qp = 42.47 cfs 48 46 44 42 40 38 36 34 32 30 28 26 Q (cfs) 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-2-D EX-2-U TOTAL POA-2
File revisions (1)
- Sep 29, 2026
af4b3e068e3e295,851,182 bytes