complete drainage report rev 9

POA-2 NJ DEP 2-hr WQ Rainfall=1.25" 2024-05-12 HydroCad - Proposed POA 2B-1 Prepared by Anderson Consulting Services HydroCAD® 10.20-5c s/n 06666 © 2023 HydroCAD Software Solutions LLC Printed 10/25/2024 Page 407 Summary for Pond 48P: Basin 8 Inflow Area = 61,044 sf, 62.67% Impervious, Inflow Depth = 0.69" for WQ event Inflow = 2.45 cfs @ 1.13 hrs, Volume= 3,521 cf Outflow = 2.37 cfs @ 1.14 hrs, Volume= 3,521 cf, Atten= 3%, Lag= 0.6 min Discarded = 2.37 cfs @ 1.14 hrs, Volume= 3,521 cf Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf Routed to Pond 49P : Basin 7 Routing by Stor-Ind method, Time Span= 0.00-80.00 hrs, dt= 0.04 hrs Peak Elev= 573.03' @ 1.15 hrs Surf.Area= 10,019 sf Storage= 128 cf Plug-Flow detention time= 0.9 min calculated for 3,519 cf (100% of inflow) Center-of-Mass det. time= 0.9 min ( 74.5 - 73.6 ) Volume #1 Invert 573.00' Elevation (feet) 573.00 574.00 575.00 576.00 Device #1 #2 #3 Avail.Storage 12,023 cf Surf.Area (sq-ft) 10,019 10,019 10,019 10,019 Routing Primary Primary Discarded Invert 575.00' 573.45' 573.00' Storage Description Custom Stage Data (Prismatic) Listed below (Recalc) 30,057 cf Overall x 40.0% Voids Inc.Store (cubic-feet) 0 10,019 10,019 10,019 Cum.Store (cubic-feet) 0 10,019 20,038 30,057 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 10.000 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 571.00' Discarded OutFlow Max=2.36 cfs @ 1.14 hrs HW=573.03' (Free Discharge) 3=Exfiltration ( Controls 2.36 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=573.00' (Free Discharge) 1=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) 2=Orifice ( Controls 0.00 cfs) Pond 48P: Basin 8 Sharp-Crested Rectangular Weir Orifice Exfiltration