complete drainage report rev 9

POA-2 2024-05-12 HydroCad - Proposed POA 2B-1 NOAA 24-hr D 10-Year Rainfall=5.22" Prepared by Anderson Consulting Services HydroCAD® 10.20-5c s/n 06666 © 2023 HydroCAD Software Solutions LLC Printed 10/25/2024 Page 133 Summary for Subcatchment 31S: Basin 7 - Imp Runoff = 4.18 cfs @ 12.20 hrs, Volume= Routed to Pond 49P : Basin 7 19,009 cf, Depth= 4.98" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-80.00 hrs, dt= 0.04 hrs NOAA 24-hr D 10-Year Rainfall=5.22" * * Area (sf) 6,730 39,048 45,778 45,778 CN 98 98 98 Description other impervious vehicle pavement surface Weighted Average 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.9 83 0.0400 0.15 Sheet Flow, Sheet Flow (A-B) Grass: Dense n= 0.240 P2= 3.47" Using McCuen-Spiess flow length 1.1 272 0.0600 3.94 Shallow Concentrated Flow, SCF (B-C) Unpaved Kv= 16.1 fps 0.1 40 0.0670 5.25 Shallow Concentrated Flow, SCF (C-D) Paved Kv= 20.3 fps 2.4 365 2.50 Direct Entry, Pipe Flow 12.5 760 Total Sheet Flow (A-B) SCF (B-C) SCF (C-D) Subcatchment 31S: Basin 7 - Imp Pipe Flow