Supporting Documentation · Jun 3, 2026
12 2026 02 12 Crestmont CC Stormwater Management Report
af4b3e068e3e8fd5e13ba0340f7139ca27c9c412a037f50ebc781a156e29509eIndexed text · page 160
Show all pagesHydrograph Report File: Eagle Rock Existing (Future).hys Hydrology Studio v 3.0.0.39 10-21-2025 EX-1-D Hyd. No. 4 Hydrograph Type = Junction Peak Flow = 2.885 cfs Storm Frequency = 2-yr Time to Peak = 12.17 hrs Time Interval = 1 min Hydrograph Volume = 11,416 cuft Inflow Hydrographs = 1, 2, 3 Total Contrib. Area = 1.52 ac Qp = 2.885 cfs 3 2 Q (cfs) 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-1-D Open Space D EX-1-D Woods D EX-1-D Impervious EX-1-D
File revisions (1)
- Sep 29, 2026
af4b3e068e3e295,851,182 bytes