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Supporting Documentation · Jun 12, 2025

241018_42 ERW_Stormwater Report_compiled

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NJ DEP 2-hr WQ Rainfall=1.25"240924_42 ERW Waymaker Printed 10/17/2024Prepared by Colliers Engineering & Design Page 68HydroCAD® 10.20-4b s/n 04431 © 2023 HydroCAD Software Solutions LLC Summary for Reach PDA-1C: (new Reach) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 0.693 ac, 38.96% Impervious, Inflow Depth = 0.48" for WQ event Inflow = 0.85 cfs @ 1.03 hrs, Volume= 0.028 af Outflow = 0.85 cfs @ 1.03 hrs, Volume= 0.028 af, Atten= 0%, Lag= 0.0 min Routed to Pond Basin 2 : (new Pond) Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Reach PDA-1C: (new Reach) Inflow Outflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.95 0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.693 ac 0.85 cfs 0.85 cfs This document was created by an application that isn’t licensed to use novaPDF. Purchase a license to generate PDF files without this notice.

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