Supporting Documentation · Jul 16, 2024
Drainage Report
49ec4d438ccec1138eb1cca049f5c30de587fe1769e55e2560bd7c9eea462d6cIndexed text · page 275
Show all pagesBasin 2-6 without exfiltration Proposed basin 2-6 R5 NOAA 24-hr D 10-Year Rainfall=5.22" Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 21 Summary for Subcatchment 42S: basin 2-6 pre-development Runoff = 3.23 cfs @ 12.27 hrs, Volume= 0.338 af, Depth= 2.20" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10-Year Rainfall=5.22" Area (sf) CN Description 80,223 70 Woods, Good, HSG C Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.7 100 0.0400 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.44" 1.6 130 0.0700 1.32 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 17.3 230 Total Subcatchment 42S: basin 2-6 pre-development Hydrograph Runoff 3.23 cfs NOAA 24-hr D 3 10-Year Rainfall=5.22" Runoff Area=80,223 sf Runoff Volume=0.338 af Flow (cfs) 2 Runoff Depth=2.20"
e=0.338 af Flow (cfs) 2 Runoff Depth=2.20" Flow Length=230' Tc=17.3 min 1 CN=70/0 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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