Revised Stormwater Management Report

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NJ DEP 2-hr WQ Rainfall=1.25" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 118 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Pond 24P: Basin 6 Inflow Area = 180,292 sf, 63.14% Impervious, Inflow Depth = 0.68" for WQ event Inflow = 8.11 cfs @ 1.09 hrs, Volume= 10,222 cf Outflow = 8.09 cfs @ 1.10 hrs, Volume= 10,222 cf, Atten= 0%, Lag= 0.3 min Discarded = 8.09 cfs @ 1.10 hrs, Volume= 10,222 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' @ 1.10 hrs Surf.Area= 35,719 sf Storage= 199 cf Plug-Flow detention time= 0.4 min calculated for 10,221 cf (100% of inflow) Center-of-Mass det. time= 0.4 min ( 69.2 - 68.8 ) 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 @ 1.10 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)