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 282 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Pond 22P: Basin 4 Inflow Area = 57,587 sf, 86.93% Impervious, Inflow Depth = 0.91" for WQ event Inflow = 3.35 cfs @ 1.10 hrs, Volume= 4,362 cf Outflow = 1.13 cfs @ 1.00 hrs, Volume= 4,362 cf, Atten= 66%, Lag= 0.0 min Discarded = 1.13 cfs @ 1.00 hrs, Volume= 4,362 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Routed to Pond 27P : Basin 2 Routing by Stor-Ind method, Time Span= 0.00-80.00 hrs, dt= 0.04 hrs Peak Elev= 572.31' @ 1.26 hrs Surf.Area= 12,197 sf Storage= 1,514 cf Plug-Flow detention time= 11.5 min calculated for 4,360 cf (100% of inflow) Center-of-Mass det. time= 11.5 min ( 81.5 - 70.0 ) Volume #1 Invert 572.00' Elevation (feet) 572.00 573.00 574.00 574.91 Device #1 #2 #3 Avail.Storage 14,197 cf Surf.Area (sq-ft) 12,197 12,197 12,197 12,197 Routing Primary Primary Discarded Invert 574.00' 572.50' 572.00' Storage Description Custom Stage Data (Prismatic) Listed below 35,493 cf Overall x 40.0% Voids Inc.Store (cubic-feet) 0 12,197 12,197 11,099 Cum.Store (cubic-feet) 0 12,197 24,394 35,493 Outlet Devices 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 6.0" Vert. Orifice C= 0.600 Limited to weir flow at low heads 4.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=1.13 cfs @ 1.00 hrs HW=572.05' (Free Discharge) 3=Exfiltration (Exfiltration Controls 1.13 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=572.00' (Free Discharge) 1=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 2=Orifice ( Controls 0.00 cfs)