240916_40 ERW Stormwater Report FULL

NOAA 24-hr D 10-Year Rainfall=5.22"240913_40 ERW Waymaker Proposed Printed 9/16/2024Prepared by Colliers Engineering & Design Page 125HydroCAD® 10.20-2g s/n 04431 © 2022 HydroCAD Software Solutions LLC Summary for Pond 10P: (new Pond) Inflow Area = 0.718 ac, 9.34% Impervious, Inflow Depth = 2.23" for 10-Year event Inflow = 1.37 cfs @ 12.18 hrs, Volume= 0.133 af Outflow = 1.37 cfs @ 12.18 hrs, Volume= 0.133 af, Atten= 0%, Lag= 0.0 min Primary = 1.37 cfs @ 12.18 hrs, Volume= 0.133 af Routed to Reach DP1 : TOP Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 0.43' @ 12.18 hrs Device Routing Invert Outlet Devices #1 Primary 0.00' 11.0" Vert. Orifice/Grate X 2.00 C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=1.34 cfs @ 12.18 hrs HW=0.43' (Free Discharge) 1=Orifice/Grate (Orifice Controls 1.34 cfs @ 2.22 fps) Pond 10P: (new Pond) Inflow Primary Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 Inflow Area=0.718 ac Peak Elev=0.43' 1.37 cfs 1.37 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.