J_2024 05 09_West Orange Stormwater Management Plan

Post-Developed (O-AquaShield) West Orange HydroCAD_Post NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Printed 5/13/2024 Page 6 Time span=0.00-24.00 hrs, dt=0.0100 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 3S: PO-DA A Runoff Area=78,287 sf 12.62% Impervious Runoff Depth=0.33" Flow Length=491' Tc=18.2 min CN=WQ Runoff=1.06 cfs 0.049 af Runoff Area=18,459 sf 73.95% Impervious Runoff Depth=0.84" Flow Length=180' Slope=0.0160 '/' Tc=8.0 min CN=WQ Runoff=0.96 cfs 0.030 af Subcatchment 15S: PO-DA M Pond 4P: AquaShield Inflow=1.58 cfs 0.079 af Primary=1.58 cfs 0.079 af Total Runoff Area = 2.221 ac Runoff Volume = 0.079 af Average Runoff Depth = 0.42" 75.68% Pervious = 1.681 ac 24.32% Impervious = 0.540 ac

Post-Developed (O-AquaShield) West Orange HydroCAD_Post NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Printed 5/13/2024 Page 7 Summary for Subcatchment 3S: PO-DA A Runoff = 1.06 cfs @ 1.28 hrs, Volume= Routed to Pond 4P : AquaShield 0.049 af, Depth= 0.33" Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.0100 hrs NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" * Area (sf) 9,878 14,245 39,395 14,769 78,287 68,409 9,878 CN 98 80 85 73 Description Impervious, Pavement, HSG D >75% Grass cover, Good, HSG D Yard Stone/Gravel Pad, HSG D Brush, Good, HSG D Weighted Average 87.38% Pervious Area 12.62% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.9 100 0.0543 0.12 Sheet Flow, Sheet Flow Woods: Light underbrush n= 0.400 P2= 3.42" 0.7 67 0.0540 1.63 Shallow Concentrated Flow, Shallow Concentrated Flow Short Grass Pasture Kv= 7.0 fps 0.1 43 0.2810 8.53 Shallow Concentrated Flow, Gravel Shallow Concentrated Flow Unpaved Kv= 16.1 fps 3.5 281 0.0069 1.34 Shallow Concentrated Flow, Gravel Shallow Concentrated Flow Unpaved Kv= 16.1 fps 18.2 491 Total

Post-Developed (O-AquaShield) NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" West Orange HydroCAD_Post Printed 5/13/2024 Page 8 Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Subcatchment 3S: PO-DA A Hydrograph Runoff 1.06 cfs NJ DEP 2-hr WQ Rainfall=1.25" P2=3.42" Runoff Area=78,287 sf Runoff Volume=0.049 af Runoff Depth=0.33" Flow Length=491' Tc=18.2 min CN=WQ Flow (cfs) 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 21 22 23 24

Post-Developed (O-AquaShield) West Orange HydroCAD_Post NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 3S: PO-DA A Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 0.50 0.10 0.00 1.00 0.63 0.02 1.50 1.15 0.20 2.00 1.25 0.24 2.50 1.25 0.24 3.00 1.25 0.24 3.50 1.25 0.24 4.00 1.25 0.24 4.50 1.25 0.24 5.00 1.25 0.24 5.50 1.25 0.24 6.00 1.25 0.24 6.50 1.25 0.24 7.00 1.25 0.24 7.50 1.25 0.24 8.00 1.25 0.24 8.50 1.25 0.24 9.00 1.25 0.24 9.50 1.25 0.24 10.00 1.25 0.24 10.50 1.25 0.24 11.00 1.25 0.24 11.50 1.25 0.24 12.00 1.25 0.24 12.50 1.25 0.24 13.00 1.25 0.24 13.50 1.25 0.24 14.00 1.25 0.24 14.50 1.25 0.24 15.00 1.25 0.24 15.50 1.25 0.24 16.00 1.25 0.24 16.50 1.25 0.24 17.00 1.25 0.24 17.50 1.25 0.24 18.00 1.25 0.24 18.50 1.25 0.24 19.00 1.25 0.24 19.50 1.25 0.24 20.00 1.25 0.24 20.50 1.25 0.24 21.00 1.25 0.24 21.50 1.25 0.24 22.00 1.25 0.24 22.50 1.25 0.24 23.00 1.25 0.24 23.50 1.25 0.24 24.00 1.25 0.24 Runoff (cfs) 0.00 0.00 0.11 0.60 0.20 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Printed 5/13/2024 Page 9

Post-Developed (O-AquaShield) NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" West Orange HydroCAD_Post Printed 5/13/2024 Page 10 Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 15S: PO-DA M Runoff = 0.96 cfs @ 1.13 hrs, Volume= Routed to Pond 4P : AquaShield 0.030 af, Depth= 0.84" Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.0100 hrs NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" Area (sf) 13,651 4,808 18,459 4,808 13,651 * CN 98 85 Description Impervious, Pavement, HSG D Yard Stone/Gravel Pad, HSG D Weighted Average 26.05% Pervious Area 73.95% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.5 100 0.0160 0.22 Sheet Flow, Gravel Sheet Flow n= 0.100 P2= 3.42" 0.5 80 0.0160 2.57 Shallow Concentrated Flow, Gravel Shallow Concentrated Flow Paved Kv= 20.3 fps 8.0 180 Total Subcatchment 15S: PO-DA M Hydrograph Runoff 1 0.96 cfs Flow (cfs) NJ DEP 2-hr WQ Rainfall=1.25" P2=3.42" Runoff Area=18,459 sf Runoff Volume=0.030 af Runoff Depth=0.84" Flow Length=180' Slope=0.0160 '/' Tc=8.0 min CN=WQ 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 21 22 23 24

Post-Developed (O-AquaShield) West Orange HydroCAD_Post NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 15S: PO-DA M Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 0.50 0.10 0.00 1.00 0.63 0.26 1.50 1.15 0.69 2.00 1.25 0.78 2.50 1.25 0.78 3.00 1.25 0.78 3.50 1.25 0.78 4.00 1.25 0.78 4.50 1.25 0.78 5.00 1.25 0.78 5.50 1.25 0.78 6.00 1.25 0.78 6.50 1.25 0.78 7.00 1.25 0.78 7.50 1.25 0.78 8.00 1.25 0.78 8.50 1.25 0.78 9.00 1.25 0.78 9.50 1.25 0.78 10.00 1.25 0.78 10.50 1.25 0.78 11.00 1.25 0.78 11.50 1.25 0.78 12.00 1.25 0.78 12.50 1.25 0.78 13.00 1.25 0.78 13.50 1.25 0.78 14.00 1.25 0.78 14.50 1.25 0.78 15.00 1.25 0.78 15.50 1.25 0.78 16.00 1.25 0.78 16.50 1.25 0.78 17.00 1.25 0.78 17.50 1.25 0.78 18.00 1.25 0.78 18.50 1.25 0.78 19.00 1.25 0.78 19.50 1.25 0.78 20.00 1.25 0.78 20.50 1.25 0.78 21.00 1.25 0.78 21.50 1.25 0.78 22.00 1.25 0.78 22.50 1.25 0.78 23.00 1.25 0.78 23.50 1.25 0.78 24.00 1.25 0.78 Runoff (cfs) 0.00 0.02 0.43 0.15 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Printed 5/13/2024 Page 11

Post-Developed (O-AquaShield) NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" West Orange HydroCAD_Post Printed 5/13/2024 Page 12 Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Summary for Pond 4P: AquaShield Inflow Area = Inflow = Primary = 2.221 ac, 24.32% Impervious, Inflow Depth = 0.42" for WQ event 1.58 cfs @ 1.19 hrs, Volume= 0.079 af 1.58 cfs @ 1.19 hrs, Volume= 0.079 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.0100 hrs Pond 4P: AquaShield Hydrograph Inflow Primary 1.58 cfs Inflow Area=2.221 ac Flow (cfs) 1.58 cfs 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 21 22 23 24

Post-Developed (O-AquaShield) West Orange HydroCAD_Post NJ DEP 2-hr WQ Rainfall=1.25", P2=3.42" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Hydrograph for Pond 4P: AquaShield Time (hours) 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 14.00 14.50 15.00 15.50 16.00 16.50 17.00 17.50 18.00 18.50 19.00 19.50 20.00 20.50 21.00 21.50 22.00 22.50 23.00 23.50 24.00 Inflow Elevation (cfs) (feet) 0.00 0.02 0.55 0.75 0.24 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Primary (cfs) 0.00 0.02 0.55 0.75 0.24 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Printed 5/13/2024 Page 13

Post-Developed (O-AquaShield) West Orange HydroCAD_Post NOAA 24-hr D 2-Year_Current Rainfall=3.45", P2=3.45" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Printed 5/13/2024 Page 14 Time span=0.00-24.00 hrs, dt=0.0100 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Weighted-Q Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Subcatchment 3S: PO-DA A Runoff Area=78,287 sf 12.62% Impervious Runoff Depth>1.90" Flow Length=491' Tc=18.2 min CN=WQ Runoff=2.63 cfs 0.284 af Runoff Area=18,459 sf 73.95% Impervious Runoff Depth>2.89" Flow Length=180' Slope=0.0160 '/' Tc=8.0 min CN=WQ Runoff=1.19 cfs 0.102 af Subcatchment 15S: PO-DA M Pond 4P: AquaShield Inflow=3.34 cfs 0.386 af Primary=3.34 cfs 0.386 af Total Runoff Area = 2.221 ac Runoff Volume = 0.386 af Average Runoff Depth = 2.09" 75.68% Pervious = 1.681 ac 24.32% Impervious = 0.540 ac

Post-Developed (O-AquaShield) West Orange HydroCAD_Post NOAA 24-hr D 2-Year_Current Rainfall=3.45", P2=3.45" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Printed 5/13/2024 Page 15 Summary for Subcatchment 3S: PO-DA A Runoff = 2.63 cfs @ 12.27 hrs, Volume= Routed to Pond 4P : AquaShield 0.284 af, Depth> 1.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-24.00 hrs, dt= 0.0100 hrs NOAA 24-hr D 2-Year_Current Rainfall=3.45", P2=3.45" * Area (sf) 9,878 14,245 39,395 14,769 78,287 68,409 9,878 CN 98 80 85 73 Description Impervious, Pavement, HSG D >75% Grass cover, Good, HSG D Yard Stone/Gravel Pad, HSG D Brush, Good, HSG D Weighted Average 87.38% Pervious Area 12.62% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.9 100 0.0543 0.12 Sheet Flow, Sheet Flow Woods: Light underbrush n= 0.400 P2= 3.45" 0.7 67 0.0540 1.63 Shallow Concentrated Flow, Shallow Concentrated Flow Short Grass Pasture Kv= 7.0 fps 0.1 43 0.2810 8.53 Shallow Concentrated Flow, Gravel Shallow Concentrated Flow Unpaved Kv= 16.1 fps 3.5 281 0.0069 1.34 Shallow Concentrated Flow, Gravel Shallow Concentrated Flow Unpaved Kv= 16.1 fps 18.2 491 Total