Supporting Documentation · Jan 7, 2026
09 Stormwater Mgmt Report 122025
671005d8c0aeaab7a16315eaa245a42512090a6bf622a657aa6b07da423c2420Indexed text · page 69
Show all pagesNOAA 24-hr D 2-Year-Future Rainfall=4.09", P2=4.09" NJA230139 - REV 2 Prepared by Bohler Engineering, PC HydroCAD® 10.20-7a s/n 03478 © 2025 HydroCAD Software Solutions LLC Printed 12/11/2025 Page 15 Summary for Link P1: PDA 1A Inflow Area = Inflow = Primary = 85,378 sf, 95.41% Impervious, Inflow Depth = 3.54" for 2-Year-Future event 6.91 cfs @ 12.09 hrs, Volume= 25,161 cf 6.91 cfs @ 12.09 hrs, Volume= 25,161 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs Link P1: PDA 1A Hydrograph 6.91 cfs 6.91 cfs 7 Inflow Primary Inflow Area=85,378 sf 6 Flow (cfs) 5 4 3 2 1 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)
File revisions (1)
- Sep 29, 2026
671005d8c0ae8,670,806 bytes