Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Jan 7, 2026

09 Stormwater Mgmt Report 122025

Preserved file SHA-256671005d8c0aeaab7a16315eaa245a42512090a6bf622a657aa6b07da423c2420

Indexed text · page 29

Show all pages
Page 29

NOAA 24-hr D 2-Year-Current Rainfall=3.47", 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 14 Summary for Link E1: EDA 1A Inflow Area = Inflow = Primary = 84,942 sf, 98.97% Impervious, Inflow Depth = 3.20" for 2-Year-Current event 6.36 cfs @ 12.09 hrs, Volume= 22,676 cf 6.36 cfs @ 12.09 hrs, Volume= 22,676 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 7 6.36 cfs 6.36 cfs Inflow Primary Inflow Area=84,942 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)