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Supporting Documentation · Jul 30, 2024

Revised Stormwater Management Report

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POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 10-Year Rainfall=5.22" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 61 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Link 25L: POA 1 Inflow Area = Inflow = Primary = 447,746 sf, 43.41% Impervious, Inflow Depth > 1.37" for 10-Year event 5.08 cfs @ 12.14 hrs, Volume= 51,242 cf 5.08 cfs @ 12.14 hrs, Volume= 51,242 cf, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Link 25L: POA 1 Hydrograph 5.08 cfs 5.08 cfs 5 Inflow Primary Inflow Area=447,746 sf Flow (cfs) 4 3 2 1 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 Time (hours)

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