Supporting Documentation · Apr 15, 2026
Stormwater Management Report 03302026
f21e274dca0e46b0f772672884e856d0c7ea7056c08892da2245c124f65038ddIndexed text · page 58
Show all pages24-223 DRAINAGE DESIGN-EXISTING-2026-03-30 NOAA 24-hr D 100-Year-2020 Rainfall=9.18", P2=3.47" Prepared by Jarmel Kizel Architects & Engnrs Printed 3/30/2026 HydroCAD® 10.20-6a s/n 12607 © 2024 HydroCAD Software Solutions LLC Page 46 Subcatchment E2B-P: E2B PERVIOUS Hydrograph 0.14 Runoff 0.13 0.13 cfs NOAA 24-hr D 0.12 100-Year-2020 Rainfall=9.18" 0.11 P2=3.47" 0.1 Runoff Area=1,532 sf 0.09 Runoff Volume=765 cf 0.08 Flow (cfs) Runoff Depth=5.99" 0.07 Flow Length=188' 0.06 Tc=5.8 min 0.05 CN=74 0.04 0.03 0.02 0.01 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 28 29 30 Time (hours)
File revisions (1)
- Sep 29, 2026
f21e274dca0e9,397,997 bytes