complete drainage report rev 9

POA-1 2024-05-12 HydroCad - Proposed POA 1B-1 NOAA 24-hr D 2-Year Rainfall=3.44" Prepared by Anderson Consulting Services HydroCAD® 10.20-5c s/n 06666 © 2023 HydroCAD Software Solutions LLC Printed 10/25/2024 Page 41 Summary for Pond 24P: Basin 6 Inflow Area = 108,077 sf, 52.61% Impervious, Inflow Depth = 2.26" for 2-Year event Inflow = 6.37 cfs @ 12.11 hrs, Volume= 20,310 cf Outflow = 6.35 cfs @ 12.12 hrs, Volume= 20,310 cf, Atten= 0%, Lag= 0.4 min Discarded = 6.35 cfs @ 12.12 hrs, Volume= 20,310 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Routed to Pond 16P : Basin 1 Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 600.01' @ 12.12 hrs Surf.Area= 35,719 sf Storage= 156 cf Plug-Flow detention time= 0.4 min calculated for 20,307 cf (100% of inflow) Center-of-Mass det. time= 0.4 min ( 783.5 - 783.1 ) Volume #1 Invert 600.00' Elevation (feet) 600.00 601.00 601.42 Device #1 #2 Avail.Storage 20,288 cf Surf.Area (sq-ft) 35,719 35,719 35,719 Routing Primary Discarded Invert 600.02' 600.00' Storage Description Custom Stage Data (Prismatic) Listed below (Recalc) 50,721 cf Overall x 40.0% Voids Inc.Store (cubic-feet) 0 35,719 15,002 Cum.Store (cubic-feet) 0 35,719 50,721 Outlet Devices 6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 10.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=8.27 cfs @ 12.12 hrs HW=600.01' (Free Discharge) 2=Exfiltration (Exfiltration Controls 8.27 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=600.00' (Free Discharge) 1=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) Pond 24P: Basin 6 Sharp-Crested Rectangular Exfiltration Weir