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Supporting Documentation · Jan 22, 2025

240916_40 ERW Stormwater Report FULL

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NOAA 24-hr D 2-Year Rainfall=3.44"240913_40 ERW Waymaker Proposed Printed 9/16/2024Prepared by Colliers Engineering & Design Page 34HydroCAD® 10.20-2g s/n 04431 © 2022 HydroCAD Software Solutions LLC Summary for Reach 1R: TOP Inflow Area = 1.006 ac, 21.70% Impervious, Inflow Depth = 1.68" for 2-Year event Inflow = 1.41 cfs @ 12.10 hrs, Volume= 0.141 af Outflow = 1.41 cfs @ 12.10 hrs, Volume= 0.141 af, Atten= 0%, Lag= 0.0 min Routed to Reach 2R : CHANNEL Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Reach 1R: TOP Inflow Outflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 Inflow Area=1.006 ac 1.41 cfs 1.41 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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