Revised Stormwater Management Report

POA 2 proposed 2024-05-12 HydroCad - Proposed POA 2 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 239 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Link 34L: DA 2 Undetained Inflow Area = 177,655 sf, 29.56% Impervious, Inflow Depth = 6.63" for 100-Year event Inflow = 26.01 cfs @ 12.16 hrs, Volume= 98,197 cf Primary = 26.01 cfs @ 12.16 hrs, Volume= 98,197 cf, Atten= 0%, Lag= 0.0 min Routed to Link 28L : POA 2 Primary outflow = Inflow, Time Span= 0.00-80.00 hrs, dt= 0.04 hrs Link 34L: DA 2 Undetained Hydrograph 28 26 26.01 cfs 26.01 cfs Inflow Primary Inflow Area=177,655 sf 24 22 20 Flow (cfs) 18 16 14 12 10 8 6 4 2 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 74 76 78 80 Time (hours)