complete drainage report rev 9

NJ DEP 2-hr WQ Rainfall=1.25" Combined FT (8-22-24) Prepared by Contech Engineered Solutions HydroCAD® 10.20-3f s/n 00447 © 2023 HydroCAD Software Solutions LLC Printed 8/26/2024 Page 18 Summary for Subcatchment 13i: Imp Runoff = 0.39 cfs @ 1.08 hrs, Volume= Routed to Pond 13FT : 10x6 FT 479 cf, Depth= 1.03" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NJ DEP 2-hr WQ Rainfall=1.25" Area (sf) 5,554 5,554 Tc (min) 0.7 Length (feet) 100 0.5 170 1.2 270 CN 98 Description Paved parking, HSG D 100.00% Impervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.0670 2.32 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.47" 0.0870 5.99 Shallow Concentrated Flow, Paved Kv= 20.3 fps Total Subcatchment 13i: Imp Flow (cfs) Hydrograph 0.44 0.42 0.39 cfs 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 0 2 4 6 Runoff NJ DEP 2-hr WQ Rainfall=1.25" Runoff Area=5,554 sf Runoff Volume=479 cf Runoff Depth=1.03" Flow Length=270' Tc=1.2 min CN=98 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)