Revised Stormwater Management Report

POA 2 proposed 2024-05-12 HydroCad - Proposed POA 2 NJ DEP 2-hr WQ Rainfall=1.25" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 297 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Pond 41P: Basin 10 Inflow Area = 97,058 sf, 61.64% Impervious, Inflow Depth = 0.67" for WQ event Inflow = 3.54 cfs @ 1.16 hrs, Volume= 5,427 cf Outflow = 2.22 cfs @ 1.12 hrs, Volume= 5,427 cf, Atten= 37%, Lag= 0.0 min Discarded = 2.22 cfs @ 1.12 hrs, Volume= 5,427 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Routed to Link 28L : POA 2 Routing by Stor-Ind method, Time Span= 0.00-80.00 hrs, dt= 0.04 hrs Peak Elev= 576.09' @ 1.28 hrs Surf.Area= 9,583 sf Storage= 900 cf Plug-Flow detention time= 3.7 min calculated for 5,424 cf (100% of inflow) Center-of-Mass det. time= 3.7 min ( 79.2 - 75.5 ) Volume #1 Invert 576.00' Elevation (feet) 576.00 577.00 578.00 579.00 Avail.Storage 28,749 cf Surf.Area (sq-ft) 9,583 9,583 9,583 9,583 Device #1 Routing Primary Invert 576.15' #2 Primary 576.15' #3 Discarded 576.00' Storage Description Custom Stage Data (Prismatic) Listed below (Recalc) Inc.Store (cubic-feet) 0 9,583 9,583 9,583 Cum.Store (cubic-feet) 0 9,583 19,166 28,749 Outlet Devices 42.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads 42.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads 10.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=2.22 cfs @ 1.12 hrs HW=576.04' (Free Discharge) 3=Exfiltration (Exfiltration Controls 2.22 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=576.00' (Free Discharge) 1=Grate ( Controls 0.00 cfs) 2=Grate ( Controls 0.00 cfs)