Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · May 28, 2026

Stormwater Management Report Feb 2026 resubmissionrcd 2 26 2026

Preserved file SHA-256bb2e9885fa99ae6e9e62b20eaa5ccc7c986fd6d8d1c0dc89012b847bb63faca4

Indexed text · page 96

Show all pages
Page 96

2026-02 Proposed Conditions - AJ NOAA 24-hr D 100-Year-Current Rainfall=9.18", P2=3.47" Prepared by Dynamic Engineering Printed 2/16/2026 HydroCAD® 10.20-7a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 50 Pond 2P: BIO BASIN Hydrograph Inflow 1.24 cfs Primary Inflow Area=0.140 ac Peak Elev=623.54' 1 0.85 cfs Storage=818 cf Flow (cfs) 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)