Supporting Documentation · Jan 7, 2026
09 Stormwater Mgmt Report 122025
671005d8c0aeaab7a16315eaa245a42512090a6bf622a657aa6b07da423c2420Indexed text · page 39
Show all pagesNOAA 24-hr D 10-Year-Current Rainfall=5.38", P2=3.47" 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 24 Summary for Link E1: EDA 1A Inflow Area = Inflow = Primary = 84,942 sf, 98.97% Impervious, Inflow Depth = 5.09" for 10-Year-Current event 9.92 cfs @ 12.09 hrs, Volume= 36,049 cf 9.92 cfs @ 12.09 hrs, Volume= 36,049 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs Link E1: EDA 1A Hydrograph 11 10 9.92 cfs 9.92 cfs Inflow Primary Inflow Area=84,942 sf 9 8 Flow (cfs) 7 6 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)
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- Sep 29, 2026
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