Stormwater Report

512-516 Pleasant Valley Way, West Orange 1240815-pipes Water Quality Storm Water Quality Rainfall=1.25", P2=3.47" Prepared by Casey & Keller, Inc Printed 8/25/2025 HydroCAD® 10.20-7a_s/n 03272 © 2025 HydroCAD Software Solutions LLC Page 46 Summary for Pond 3: Pervious Pavers Inflow Area = 0.168 ac, 91.47% Impervious, Inflow Depth = 0.95" for Water Quality event Inflow = 0.47 cfs@ 1.07 hrs, Volume= 0.013 af Outflow = 0.11 cfs@ 0.95hrs, Volume= 0.013 af, Atten= 77%, Lag= 0.0 min Discarded = 0.11 cfs@ 0.95hrs, Volume= 0.013 af Primary = 0.00 cfs@ 0.00 hrs, Volume= 0.000 af Routed to Pond 5 : Pipes Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 413.90' @ 1.27 hrs Surf.Area= 1,620 sf Storage= 257 cf Plug-Flow detention time= 21.6 min calculated for 0.013 af (100% of inflow) Center-of-Mass det. time= 21.6 min ( 89.6 - 68.0 ) Volume Invert Avail.Storage Storage Description #1 413.50° 1,730 cf 60.00°W x 27.00'L x 2.67'H Prismatoid 4,325 cf Overall x 40.0% Voids Device Routing Invert Outlet Devices #1-—~—~ Discarded 413.50' 2.900 in/hr Exfiltration over Surface area #2 =~ Primary 414.50' 6.0" Round Culvert L=50.0' Ke= 0.200 Inlet / Outlet Invert= 414.50'/414.17' S=0.0066 '/ Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf iscarded OutFlow Max=0.11 cfs @ 0.95 hrs HW=413.54' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=413.50' (Free Discharge) 2=Culvert ( Controls 0.00 cfs) 53