Supporting Documentation · Apr 15, 2026
Stormwater Management Report Revised as of 01282026 4936 0314 8685 v2
f6777d506bee83c79ba913bab178b45234e55066fd88f20823a02a45d6fdf50bIndexed text · page 15
Show all pages24-223 DRAINAGE DESIGN-EXISTING-UPDATE NOAA 24-hr D 2-Year-2020 Rainfall=3.47", P2=3.47" Prepared by Jarmel Kizel Architects & Engnrs Printed 1/28/2026 HydroCAD® 10.20-6a s/n 12607 © 2024 HydroCAD Software Solutions LLC Page 6 Subcatchment E1A: E1A DISTURBED/IMPERVIOUS Hydrograph Runoff 2.94 cfs 3 NOAA 24-hr D 2-Year-2020 Rainfall=3.47" P2=3.47" 2 Runoff Area=69,966 sf Runoff Volume=18,871 cf Flow (cfs) Runoff Depth=3.24" Flow Length=443' 1 Tc=2.1 min CN=98 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 31 32 33 34 35 36 Time (hours)
File revisions (1)
- Sep 29, 2026
f6777d506bee6,037,476 bytes