1240815StormWaterManagementReportrcd 3 12 2026

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 10-Year-2020 Rainfall=5.38", P2=3.47" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Summary for Pond 3: Pervious Pavers Inflow Area = 0.176 ac, 86.88% Impervious, Inflow Depth = 4.82" for 10-Year-2020 event Inflow = 0.94 cfs @ 12.06 hrs, Volume= 0.071 af Outflow = 0.17 cfs @ 12.39 hrs, Volume= 0.071 af, Atten= 82%, Lag= 19.6 min Discarded = 0.11 cfs @ 11.45 hrs, Volume= 0.068 af Primary = 0.06 cfs @ 12.39 hrs, Volume= 0.003 af Routed to Pond 5 : Pipes Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 414.65' @ 12.39 hrs Surf.Area= 1,620 sf Storage= 746 cf Plug-Flow detention time= 36.4 min calculated for 0.071 af (100% of inflow) Center-of-Mass det. time= 36.4 min ( 786.8 - 750.4 ) Volume Invert Avail.Storage Storage Description #1 413.50' 1,730 cf 60.00'W x 27.00'L x 2.67'H STONE & PAVERS 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 Discarded OutFlow Max=0.11 cfs @ 11.45 hrs HW=413.53' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=0.06 cfs @ 12.39 hrs HW=414.65' (Free Discharge) 2=Culvert (Barrel Controls 0.06 cfs @ 1.90 fps) 36