240916_40 ERW Stormwater Report FULL

NJ DEP 2-hr WQ Rainfall=1.25"240913_40 ERW Waymaker Proposed Printed 9/16/2024Prepared by Colliers Engineering & Design Page 241HydroCAD® 10.20-2g s/n 04431 © 2022 HydroCAD Software Solutions LLC Summary for Reach 4R: Inflow Area = 1.006 ac, 21.70% Impervious, Inflow Depth = 0.29" for WQ event Inflow = 0.67 cfs @ 1.03 hrs, Volume= 0.025 af Outflow = 0.67 cfs @ 1.03 hrs, Volume= 0.025 af, Atten= 0%, Lag= 0.0 min Routed to Reach 1R : TOP Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Reach 4R: Inflow Outflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 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=1.006 ac 0.67 cfs 0.67 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.