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 287 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Pond 27P: Basin 2 Inflow Area = 217,925 sf, 51.70% Impervious, Inflow Depth = 0.19" for WQ event Inflow = 2.15 cfs @ 1.17 hrs, Volume= 3,479 cf Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten= 100%, Lag= 0.0 min 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= 544.13' @ 2.64 hrs Surf.Area= 26,344 sf Storage= 3,479 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no outflow) Volume #1 Invert 544.00' Elevation (feet) 544.00 546.00 Avail.Storage 56,873 cf Surf.Area (sq-ft) 26,023 30,850 Device #1 Routing Primary Invert 545.10' #2 Primary 544.68' Storage Description Custom Stage Data (Prismatic) Listed below (Recalc) Inc.Store (cubic-feet) 0 56,873 Cum.Store (cubic-feet) 0 56,873 Outlet Devices 42.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads 18.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) 0.7' Crest Height Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=544.00' (Free Discharge) 1=Grate ( Controls 0.00 cfs) 2=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs)