Report 4 13 2026

29906 15 Ridgeway West Orange Fina NOAA 24-hr D 100-Year-2020 Rainfall=9.18", P2=3.47" Prepared by Ensurplan Inc Printed 4/20/2026 HydroCAD® 10.20-8a s/n 11646 © 2025 HydroCAD Software Solutions LLC Page 43 Pond 12P: Infiltration basin Hydrograph 3.47 cfs Inflow Outflow Inflow Area=0.381 ac Discarded Primary Peak Elev=565.80' 3 Storage=3,105 cf 1.78 cfs Flow (cfs) 2 1.74 cfs 1 0.04 cfs 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours)

29906 15 Ridgeway West Orange Final NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" Prepared by Ensurplan Inc Printed 4/20/2026 HydroCAD® 10.20-8a s/n 11646 © 2025 HydroCAD Software Solutions LLC Page 44 Summary for Pond 12P: Infiltration basin Inflow Area = 0.381 ac,100.00% Impervious, Inflow Depth = 3.85" for 2-Year-2050 event Inflow = 1.54 cfs @ 12.12 hrs, Volume= 0.122 af Outflow = 0.28 cfs @ 12.52 hrs, Volume= 0.122 af, Atten= 82%, Lag= 24.3 min Discarded = 0.03 cfs @ 12.52 hrs, Volume= 0.036 af Primary = 0.25 cfs @ 12.52 hrs, Volume= 0.087 af Routed to Reach 12R : Study Point At Inlet Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Peak Elev= 564.54' @ 12.52 hrs Surf.Area= 1,600 sf Storage= 1,652 cf Plug-Flow detention time= 64.1 min calculated for 0.122 af (100% of inflow) Center-of-Mass det. time= 64.1 min ( 816.2 - 752.2 ) Volume Invert Avail.Storage Storage Description #1A 563.00' 1,582 cf 12.75'W x 125.50'L x 4.00'H Field A 6,401 cf Overall - 2,444 cf Embedded = 3,956 cf x 40.0% Voids #2A 563.50' 2,444 cf Cultec R-360HD x 66 Inside #1 Effective Size= 54.9"W x 36.0"H => 9.99 sf x 3.67'L = 36.6 cf Overall Size= 60.0"W x 36.0"H x 4.17'L with 0.50' Overlap 66 Chambers in 2 Rows Cap Storage= 6.5 cf x 2 x 2 rows = 25.8 cf 4,027 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 563.00' 0.500 in/hr Exfiltration over Horizontal area Conductivity to Groundwater Elevation = 560.30' #2 Primary 563.00' 2.5" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 564.40' 6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #4 Primary 565.10' 5.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #5 Primary

0' 6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #4 Primary 565.10' 5.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #5 Primary 566.95' 4.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Discarded OutFlow Max=0.03 cfs @ 12.52 hrs HW=564.54' (Free Discharge) 1=Exfiltration ( Controls 0.03 cfs) Primary OutFlow Max=0.25 cfs @ 12.52 hrs HW=564.54' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.20 cfs @ 5.77 fps) 3=Orifice/Grate (Orifice Controls 0.06 cfs @ 1.27 fps) 4=Orifice/Grate ( Controls 0.00 cfs) 5=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)

29906 15 Ridgeway West Orange Final NOAA 24-hr D 2-Year-2050 Rainfall=4.09", P2=4.09" Prepared by Ensurplan Inc Printed 4/20/2026 HydroCAD® 10.20-8a s/n 11646 © 2025 HydroCAD Software Solutions LLC Page 45 Pond 12P: Infiltration basin Hydrograph 1.54 cfs Inflow Outflow Inflow Area=0.381 ac Discarded Primary Peak Elev=564.54' Storage=1,652 cf 1 Flow (cfs) 0.28 cfs 0.25 cfs 0.03 cfs 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours)

29906 15 Ridgeway West Orange Final NOAA 24-hr D 10-Year-2050 Rainfall=6.37", P2=4.09" Prepared by Ensurplan Inc Printed 4/20/2026 HydroCAD® 10.20-8a s/n 11646 © 2025 HydroCAD Software Solutions LLC Page 46 Summary for Pond 12P: Infiltration basin Inflow Area = 0.381 ac,100.00% Impervious, Inflow Depth = 6.13" for 10-Year-2050 event Inflow = 2.41 cfs @ 12.12 hrs, Volume= 0.195 af Outflow = 0.91 cfs @ 12.25 hrs, Volume= 0.195 af, Atten= 62%, Lag= 7.8 min Discarded = 0.03 cfs @ 12.25 hrs, Volume= 0.040 af Primary = 0.88 cfs @ 12.25 hrs, Volume= 0.155 af Routed to Reach 12R : Study Point At Inlet Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Peak Elev= 565.11' @ 12.25 hrs Surf.Area= 1,600 sf Storage= 2,344 cf Plug-Flow detention time= 58.9 min calculated for 0.195 af (100% of inflow) Center-of-Mass det. time= 58.9 min ( 803.3 - 744.3 ) Volume Invert Avail.Storage Storage Description #1A 563.00' 1,582 cf 12.75'W x 125.50'L x 4.00'H Field A 6,401 cf Overall - 2,444 cf Embedded = 3,956 cf x 40.0% Voids #2A 563.50' 2,444 cf Cultec R-360HD x 66 Inside #1 Effective Size= 54.9"W x 36.0"H => 9.99 sf x 3.67'L = 36.6 cf Overall Size= 60.0"W x 36.0"H x 4.17'L with 0.50' Overlap 66 Chambers in 2 Rows Cap Storage= 6.5 cf x 2 x 2 rows = 25.8 cf 4,027 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 563.00' 0.500 in/hr Exfiltration over Horizontal area Conductivity to Groundwater Elevation = 560.30' #2 Primary 563.00' 2.5" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 564.40' 6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #4 Primary 565.10' 5.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #5 Primary 566.95'

Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #4 Primary 565.10' 5.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #5 Primary 566.95' 4.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Discarded OutFlow Max=0.03 cfs @ 12.25 hrs HW=565.11' (Free Discharge) 1=Exfiltration ( Controls 0.03 cfs) Primary OutFlow Max=0.88 cfs @ 12.25 hrs HW=565.11' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.23 cfs @ 6.82 fps) 3=Orifice/Grate (Orifice Controls 0.64 cfs @ 3.28 fps) 4=Orifice/Grate (Orifice Controls 0.00 cfs @ 0.39 fps) 5=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)

29906 15 Ridgeway West Orange Final NOAA 24-hr D 10-Year-2050 Rainfall=6.37", P2=4.09" Prepared by Ensurplan Inc Printed 4/20/2026 HydroCAD® 10.20-8a s/n 11646 © 2025 HydroCAD Software Solutions LLC Page 47 Pond 12P: Infiltration basin Hydrograph 2.41 cfs Inflow Outflow Inflow Area=0.381 ac Discarded Primary Peak Elev=565.11' Storage=2,344 cf 2 Flow (cfs) 0.91 cfs 0.88 cfs 1 0.03 cfs 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours)

29906 15 Ridgeway West Orange Fin NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Prepared by Ensurplan Inc Printed 4/20/2026 HydroCAD® 10.20-8a s/n 11646 © 2025 HydroCAD Software Solutions LLC Page 48 Summary for Pond 12P: Infiltration basin Inflow Area = 0.381 ac,100.00% Impervious, Inflow Depth = 11.28" for 100-Year-2050 event Inflow = 4.36 cfs @ 12.12 hrs, Volume= 0.358 af Outflow = 2.31 cfs @ 12.20 hrs, Volume= 0.358 af, Atten= 47%, Lag= 4.6 min Discarded = 0.04 cfs @ 12.20 hrs, Volume= 0.045 af Primary = 2.26 cfs @ 12.20 hrs, Volume= 0.313 af Routed to Reach 12R : Study Point At Inlet Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Peak Elev= 566.44' @ 12.20 hrs Surf.Area= 1,600 sf Storage= 3,667 cf Plug-Flow detention time= 53.7 min calculated for 0.358 af (100% of inflow) Center-of-Mass det. time= 53.7 min ( 790.6 - 736.8 ) Volume Invert Avail.Storage Storage Description #1A 563.00' 1,582 cf 12.75'W x 125.50'L x 4.00'H Field A 6,401 cf Overall - 2,444 cf Embedded = 3,956 cf x 40.0% Voids #2A 563.50' 2,444 cf Cultec R-360HD x 66 Inside #1 Effective Size= 54.9"W x 36.0"H => 9.99 sf x 3.67'L = 36.6 cf Overall Size= 60.0"W x 36.0"H x 4.17'L with 0.50' Overlap 66 Chambers in 2 Rows Cap Storage= 6.5 cf x 2 x 2 rows = 25.8 cf 4,027 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 563.00' 0.500 in/hr Exfiltration over Horizontal area Conductivity to Groundwater Elevation = 560.30' #2 Primary 563.00' 2.5" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Primary 564.40' 6.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #4 Primary 565.10' 5.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #5 Primary 566.95'

Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #4 Primary 565.10' 5.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #5 Primary 566.95' 4.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 Discarded OutFlow Max=0.04 cfs @ 12.20 hrs HW=566.44' (Free Discharge) 1=Exfiltration ( Controls 0.04 cfs) Primary OutFlow Max=2.26 cfs @ 12.20 hrs HW=566.44' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.30 cfs @ 8.79 fps) 3=Orifice/Grate (Orifice Controls 1.26 cfs @ 6.44 fps) 4=Orifice/Grate (Orifice Controls 0.70 cfs @ 5.12 fps) 5=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)

29906 15 Ridgeway West Orange Fin NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Prepared by Ensurplan Inc Printed 4/20/2026 HydroCAD® 10.20-8a s/n 11646 © 2025 HydroCAD Software Solutions LLC Page 49 Pond 12P: Infiltration basin Hydrograph 4.36 cfs Inflow Outflow Inflow Area=0.381 ac Discarded Primary Peak Elev=566.44' 4 Storage=3,667 cf 3 2.31 cfs Flow (cfs) 2.26 cfs 2 1 0.04 cfs 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours)