1240815StormWaterManagementReport

PLEASANT VALLEY WAY 1240815-pipes Water Quality Storm Water Quality Rainfall=1.25", P2=3.47" Prepared by Casey & Keller, Inc Printed 9/12/2025 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Summary for Link 7: Proposed Inflow Area = 0.373 ac, 69.07% Impervious, Inflow Depth = 0.16" for Water Quality event Inflow = 0.23 cfs @ 1.14 hrs, Volume= 0.005 af Primary = 0.23 cfs @ 1.14 hrs, Volume= 0.005 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 7: Proposed Hydrograph 0.26 0.25 0.23 cfs 0.24 Inflow Primary 0.23 0.22 0.21 Inflow Area=0.373 ac 0.2 0.19 0.18 0.17 0.16 0.15 Flow (cfs) 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 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) 60