1240815StormWaterManagementReportrcd 3 12 2026

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 25-Year-2050 Rainfall=8.08", P2=4.09" 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 = 7.47" for 25-Year-2050 event Inflow = 1.45 cfs @ 12.06 hrs, Volume= 0.109 af Outflow = 0.70 cfs @ 12.15 hrs, Volume= 0.109 af, Atten= 52%, Lag= 5.5 min Discarded = 0.11 cfs @ 11.00 hrs, Volume= 0.088 af Primary = 0.59 cfs @ 12.15 hrs, Volume= 0.021 af Routed to Pond 5 : Pipes Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 415.10' @ 12.15 hrs Surf.Area= 1,620 sf Storage= 1,034 cf Plug-Flow detention time= 33.3 min calculated for 0.109 af (100% of inflow) Center-of-Mass det. time= 33.3 min ( 777.7 - 744.4 ) 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 @ 11.00 hrs HW=413.53' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=0.59 cfs @ 12.15 hrs HW=415.09' (Free Discharge) 2=Culvert (Barrel Controls 0.59 cfs @ 3.18 fps) 101

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 25-Year-2050 Rainfall=8.08", P2=4.09" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Pond 3: Pervious Pavers Hydrograph 1.45 cfs Inflow Outflow Inflow Area=0.176 ac Discarded Primary Peak Elev=415.10' Storage=1,034 cf 1 0.70 cfs Flow (cfs) 0.59 cfs 0.11 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 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) 102

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 25-Year-2050 Rainfall=8.08", P2=4.09" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Summary for Pond 5: Pipes Inflow Area = 0.343 ac, 76.01% Impervious, Inflow Depth = 4.07" for 25-Year-2050 event Inflow = 1.68 cfs @ 12.08 hrs, Volume= 0.116 af Outflow = 1.36 cfs @ 12.13 hrs, Volume= 0.116 af, Atten= 19%, Lag= 2.6 min Discarded = 0.03 cfs @ 8.45 hrs, Volume= 0.041 af Primary = 1.34 cfs @ 12.13 hrs, Volume= 0.075 af Routed to Link 7 : Proposed Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 411.96' @ 12.13 hrs Surf.Area= 400 sf Storage= 336 cf Plug-Flow detention time= 13.0 min calculated for 0.116 af (100% of inflow) Center-of-Mass det. time= 12.9 min ( 768.6 - 755.7 ) Volume Invert Avail.Storage Storage Description #1 410.50' 329 cf 10.00'W x 40.00'L x 3.00'H STONE 1,200 cf Overall - 377 cf Embedded = 823 cf x 40.0% Voids #2 411.00' 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 410.50' 2.900 in/hr Exfiltration over Surface area #2 Primary 411.00' 12.0" Round Culvert L= 14.0' Ke= 0.100 Inlet / Outlet Invert= 411.00' / 410.94' S= 0.0043 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 0.79 sf #3 Device 2 411.00' 8.0" Vert. Orifice C= 0.600 Limited to weir flow at low heads #4 Device 2 413.90' 24.0" x 24.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.03 cfs @ 8.45 hrs HW=410.53' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=1.31 cfs @ 12.13 hrs HW=411.94' (Free Discharge) 2=Culvert (Passes 1.31 cfs of 2.20 cfs potential flow)

(Free Discharge) 1=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=1.31 cfs @ 12.13 hrs HW=411.94' (Free Discharge) 2=Culvert (Passes 1.31 cfs of 2.20 cfs potential flow) 3=Orifice (Orifice Controls 1.31 cfs @ 3.76 fps) 4=Grate ( Controls 0.00 cfs) 103

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 25-Year-2050 Rainfall=8.08", P2=4.09" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Pond 5: Pipes Hydrograph 1.68 cfs Inflow Outflow Inflow Area=0.343 ac Discarded Primary 1.36 cfs Peak Elev=411.96' 1.34 cfs Storage=336 cf Flow (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 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) 104

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 25-Year-2050 Rainfall=8.08", P2=4.09" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Summary for Link 7: Proposed Inflow Area = 0.373 ac, 69.84% Impervious, Inflow Depth = 2.83" for 25-Year-2050 event Inflow = 1.51 cfs @ 12.13 hrs, Volume= 0.088 af Primary = 1.51 cfs @ 12.13 hrs, Volume= 0.088 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 7: Proposed Hydrograph Inflow 1.51 cfs Primary 1.51 cfs Inflow Area=0.373 ac 1 Flow (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 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) 105

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. UI as Pervious Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1: Exisiting Runoff Area=16,242 sf 67.90% Impervious Runoff Depth=10.28" Flow Length=141' Tc=5.5 min CN=74/98 Runoff=3.81 cfs 0.319 af Subcatchment 2: Parking Lot Runoff Area=7,658 sf 86.88% Impervious Runoff Depth=10.87" Flow Length=92' Tc=0.9 min CN=74/98 Runoff=2.09 cfs 0.159 af Subcatchment 4: Proposed Runoff Area=7,266 sf 64.56% Impervious Runoff Depth=10.18" Flow Length=92' Tc=0.9 min CN=74/98 Runoff=1.92 cfs 0.141 af Subcatchment 6: Bypass Runoff Area=1,318 sf 0.00% Impervious Runoff Depth=8.17" Flow Length=128' Tc=5.5 min CN=74/0 Runoff=0.27 cfs 0.021 af Pond 3: Pervious Pavers Peak Elev=415.76' Storage=1,465 cf Inflow=2.09 cfs 0.159 af Discarded=0.11 cfs 0.111 af Primary=0.87 cfs 0.048 af Outflow=0.98 cfs 0.159 af Pond 5: Pipes Peak Elev=412.85' Storage=591 cf Inflow=2.66 cfs 0.190 af Discarded=0.03 cfs 0.048 af Primary=2.07 cfs 0.142 af Outflow=2.10 cfs 0.190 af Link 7: Proposed Inflow=2.35 cfs 0.162 af Primary=2.35 cfs 0.162 af Total Runoff Area = 0.746 ac Runoff Volume = 0.641 af Average Runoff Depth = 10.31" 31.13% Pervious = 0.232 ac 68.87% Impervious = 0.514 ac 106

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 1: Exisiting Runoff = 3.81 cfs @ 12.12 hrs, Volume= 0.319 af, Depth=10.28" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= 0.05 NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Area (sf) CN Description * 2,708 98 Buildings * 758 98 Walks/Steps & Patio 7,562 98 Paved parking, HSG C 5,214 74 >75% Grass cover, Good, HSG C 16,242 90 Weighted Average 5,214 74 32.10% Pervious Area 11,028 98 67.90% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.8 66 0.0680 0.29 Sheet Flow, 1 Grass: Short n= 0.150 P2= 4.09" 1.3 21 0.0950 0.26 Sheet Flow, 2 Grass: Short n= 0.150 P2= 4.09" 0.2 13 0.0390 1.35 Sheet Flow, 3 Smooth surfaces n= 0.011 P2= 4.09" 0.1 13 0.0390 4.01 Shallow Concentrated Flow, 4 Paved Kv= 20.3 fps 0.1 28 0.0360 3.85 Shallow Concentrated Flow, 5 Paved Kv= 20.3 fps 5.5 141 Total 107

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Subcatchment 1: Exisiting Hydrograph Runoff 4 3.81 cfs NOAA 24-hr D 100-Year-2050 Rainfall=11.52" P2=4.09" 3 Runoff Area=16,242 sf Runoff Volume=0.319 af Flow (cfs) Runoff Depth=10.28" 2 Flow Length=141' Tc=5.5 min CN=74/98 1 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 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) 108

512-516 Pleasant Valley Way, West Orange 1240815-pipes3-C NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Prepared by Casey & Keller, Inc Printed 2/4/2026 HydroCAD® 10.20-7a s/n 03272 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 2: Parking Lot Runoff = 2.09 cfs @ 12.06 hrs, Volume= 0.159 af, Depth=10.87" Routed to Pond 3 : Pervious Pavers Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= 0.05 NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Area (sf) CN Description * 6,578 98 PARKING LOT 1,005 74 >75% Grass cover, Good, HSG C * 75 98 REFUSE AREA 7,658 95 Weighted Average 1,005 74 13.12% Pervious Area 6,653 98 86.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.1 8 0.0650 1.50 Sheet Flow, 1 Smooth surfaces n= 0.011 P2= 4.09" 0.1 15 0.0670 1.73 Sheet Flow, 2 Smooth surfaces n= 0.011 P2= 4.09" 0.5 59 0.0500 2.02 Sheet Flow, 3 Smooth surfaces n= 0.011 P2= 4.09" 0.2 10 0.0250 1.07 Sheet Flow, 4 Smooth surfaces n= 0.011 P2= 4.09" 0.9 92 Total 109