Stormwater Report

512-516 Pleasant Valley Way, West Orange 1240815-pipes NOAA 24-hr D 2-Year-2020 Rainfall=3.47", 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 11 Summary for Pond 5: Pipes Inflow Area = 0.360 ac, 72.63% Impervious, Inflow Depth= 1.26" for 2-Year-2020 event Inflow = 0.52 cfs @ 12.06 hrs, Volume= 0.038 af Outflow = 0.44 cfs@ 12.10 hrs, Volume= 0.038 af, Atten= 16%, Lag= 2.3 min Discarded = 0.03 cfs @ 10.80 hrs, Volume= 0.024 af Primary = 0.41 cfs@ 12.10 hrs, Volume= 0.014 af Routed to Link 7 : Proposed Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 412.44'@ 12.10 hrs Surf.Area= 400 sf Storage= 183 cf Plug-Flow detention time= 15.6 min calculated for 0.038 af (100% of inflow) Center-of-Mass det. time= 15.6 min ( 793.1 - 777.5 ) Volume Invert Avail.Storage _ Storage Description cal 411.50" 329 cf 10.00'W x 40.00'L x 3.00'H Prismatoid 1,200 cf Overall - 377 cf Embedded = 823 cf x 40.0% Voids #2 412.00" 377 cf 24.0" Round Pipe Storage x 3 Inside #1 L=40.0' S= 0.0020 '/' 706 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 411.50' 2.900 in/hr Exfiltration over Surface area #2~~— Primary 412.00' 12.0" Round Culvert L= 14.0' Ke= 0.100 Inlet / Outlet Invert= 412.00'/ 411.94" S=0.0043'/ Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf #3 ~Device2 412.00' 6.0" Vert. Orifice C= 0.600 Limited to weir flow at low heads #4 ~=Device 2 414.00' 24.0" x 24.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads iscarded OutFlow Max=0.03 cfs @ 10.80 hrs HW=411.53' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.41 cfs @ 12.10 hrs HW=412.44' (Free Discharge) *_2=Culvert (Passes 0.41 cfs of 0.58 cfs potential flow) fi eneee (Orifice Controls 0.41 cfs @ 2.26 fps) =Grate ( Controls 0.00 cfs) 18