JMA02P003 262 270 Main Street Development Stormwater Management Report

Proposed Flows NOAA10 24-hr D 100-Year-Future Rainfall=11.52" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Hydrograph for Subcatchment 3S: Proposed Pervious Time Precip. Excess Runoff Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 47.00 11.52 8.17 0.00 1.00 0.15 0.00 0.00 48.00 11.52 8.17 0.00 2.00 0.33 0.00 0.00 49.00 11.52 8.17 0.00 3.00 0.53 0.00 0.00 50.00 11.52 8.17 0.00 4.00 0.76 0.00 0.00 51.00 11.52 8.17 0.00 5.00 1.01 0.02 0.00 52.00 11.52 8.17 0.00 6.00 1.28 0.08 0.00 53.00 11.52 8.17 0.00 7.00 1.59 0.18 0.00 54.00 11.52 8.17 0.00 8.00 1.92 0.31 0.00 55.00 11.52 8.17 0.00 9.00 2.27 0.48 0.00 56.00 11.52 8.17 0.00 10.00 2.76 0.76 0.01 57.00 11.52 8.17 0.00 11.00 3.41 1.18 0.01 58.00 11.52 8.17 0.00 12.00 5.45 2.73 0.14 59.00 11.52 8.17 0.00 13.00 8.11 5.02 0.02 60.00 11.52 8.17 0.00 14.00 8.76 5.61 0.01 61.00 11.52 8.17 0.00 15.00 9.25 6.06 0.01 62.00 11.52 8.17 0.00 16.00 9.60 6.38 0.01 63.00 11.52 8.17 0.00 17.00 9.93 6.69 0.01 64.00 11.52 8.17 0.00 18.00 10.24 6.97 0.01 65.00 11.52 8.17 0.00 19.00 10.51 7.22 0.01 66.00 11.52

93 6.69 0.01 64.00 11.52 8.17 0.00 18.00 10.24 6.97 0.01 65.00 11.52 8.17 0.00 19.00 10.51 7.22 0.01 66.00 11.52 8.17 0.00 20.00 10.76 7.46 0.00 67.00 11.52 8.17 0.00 21.00 10.99 7.67 0.00 68.00 11.52 8.17 0.00 22.00 11.19 7.86 0.00 69.00 11.52 8.17 0.00 23.00 11.37 8.02 0.00 70.00 11.52 8.17 0.00 24.00 11.52 8.17 0.00 71.00 11.52 8.17 0.00 25.00 11.52 8.17 0.00 72.00 11.52 8.17 0.00 26.00 11.52 8.17 0.00 27.00 11.52 8.17 0.00 28.00 11.52 8.17 0.00 29.00 11.52 8.17 0.00 30.00 11.52 8.17 0.00 31.00 11.52 8.17 0.00 32.00 11.52 8.17 0.00 33.00 11.52 8.17 0.00 34.00 11.52 8.17 0.00 35.00 11.52 8.17 0.00 36.00 11.52 8.17 0.00 37.00 11.52 8.17 0.00 38.00 11.52 8.17 0.00 39.00 11.52 8.17 0.00 40.00 11.52 8.17 0.00 41.00 11.52 8.17 0.00 42.00 11.52 8.17 0.00 43.00 11.52 8.17 0.00 44.00 11.52 8.17 0.00 45.00 11.52 8.17 0.00 46.00 11.52 8.17 0.00

Proposed Flows NOAA10 24-hr D 100-Year-Future Rainfall=11.52" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Summary for Subcatchment 4S: Proposed Impervious Runoff = 4.66 cfs @ 12.06 hrs, Volume= 14,453 cf, Depth=11.28" Routed to Pond 5P : Porous Pavement B Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA10 24-hr D 100-Year-Future Rainfall=11.52" Area (sf) CN Description 15,377 98 Paved parking, HSG C 15,377 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 Direct Entry, Subcatchment 4S: Proposed Impervious Hydrograph Runoff 5 4.66 cfs NOAA10 24-hr D 100-Year-Future Rainfall=11.52" 4 Runoff Area=15,377 sf Runoff Volume=14,453 cf Runoff Depth=11.28" 3

Runoff Depth=11.28" 3 Tc=1.0 min Flow (cfs) CN=98 2 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)

Proposed Flows NOAA10 24-hr D 100-Year-Future Rainfall=11.52" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Hydrograph for Subcatchment 4S: Proposed Impervious Time Precip. Excess Runoff Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 47.00 11.52 11.28 0.00 1.00 0.15 0.04 0.03 48.00 11.52 11.28 0.00 2.00 0.33 0.17 0.06 49.00 11.52 11.28 0.00 3.00 0.53 0.34 0.07 50.00 11.52 11.28 0.00 4.00 0.76 0.56 0.08 51.00 11.52 11.28 0.00 5.00 1.01 0.80 0.09 52.00 11.52 11.28 0.00 6.00 1.28 1.07 0.10 53.00 11.52 11.28 0.00 7.00 1.59 1.37 0.11 54.00 11.52 11.28 0.00 8.00 1.92 1.69 0.12 55.00 11.52 11.28 0.00 9.00 2.27 2.04 0.14 56.00 11.52 11.28 0.00 10.00 2.76 2.53 0.18 57.00 11.52 11.28 0.00 11.00 3.41 3.18 0.31 58.00 11.52 11.28 0.00 12.00 5.45 5.21 2.87 59.00 11.52 11.28 0.00 13.00 8.11 7.87 0.32 60.00 11.52 11.28 0.00 14.00 8.76 8.52 0.18 61.00 11.52 11.28 0.00 15.00 9.25 9.01 0.16 62.00 11.52 11.28 0.00 16.00 9.60 9.36 0.12 63.00 11.52 11.28 0.00 17.00 9.93 9.69 0.11 64.00 11.52 11.28 0.00 18.00 10.24 9.99 0.10 65.00 11.52 11.28 0.00 19.00 10.51 10.27 0.09 66.00 11.52 11.28 0.00 20.00 10.76 10.52 0.09 67.00

00 18.00 10.24 9.99 0.10 65.00 11.52 11.28 0.00 19.00 10.51 10.27 0.09 66.00 11.52 11.28 0.00 20.00 10.76 10.52 0.09 67.00 11.52 11.28 0.00 21.00 10.99 10.75 0.08 68.00 11.52 11.28 0.00 22.00 11.19 10.95 0.07 69.00 11.52 11.28 0.00 23.00 11.37 11.13 0.06 70.00 11.52 11.28 0.00 24.00 11.52 11.28 0.04 71.00 11.52 11.28 0.00 25.00 11.52 11.28 0.00 72.00 11.52 11.28 0.00 26.00 11.52 11.28 0.00 27.00 11.52 11.28 0.00 28.00 11.52 11.28 0.00 29.00 11.52 11.28 0.00 30.00 11.52 11.28 0.00 31.00 11.52 11.28 0.00 32.00 11.52 11.28 0.00 33.00 11.52 11.28 0.00 34.00 11.52 11.28 0.00 35.00 11.52 11.28 0.00 36.00 11.52 11.28 0.00 37.00 11.52 11.28 0.00 38.00 11.52 11.28 0.00 39.00 11.52 11.28 0.00 40.00 11.52 11.28 0.00 41.00 11.52 11.28 0.00 42.00 11.52 11.28 0.00 43.00 11.52 11.28 0.00 44.00 11.52 11.28 0.00 45.00 11.52 11.28 0.00 46.00 11.52 11.28 0.00

Proposed Flows NOAA10 24-hr D 100-Year-Future Rainfall=11.52" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Summary for Pond 2P: Basin A Inflow Area = 13,934 sf,100.00% Impervious, Inflow Depth = 11.28" for 100-Year-Future event Inflow = 4.22 cfs @ 12.06 hrs, Volume= 13,096 cf Outflow = 3.94 cfs @ 12.09 hrs, Volume= 13,096 cf, Atten= 7%, Lag= 1.7 min Discarded = 0.02 cfs @ 1.15 hrs, Volume= 3,400 cf Primary = 3.91 cfs @ 12.09 hrs, Volume= 9,697 cf Routed to nonexistent node 6L Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Peak Elev= 97.81' @ 12.09 hrs Surf.Area= 2,143 sf Storage= 2,970 cf Plug-Flow detention time= 203.4 min calculated for 13,087 cf (100% of inflow) Center-of-Mass det. time= 203.9 min ( 937.5 - 733.6 ) Volume Invert Avail.Storage Storage Description #1A 95.70' 1,544 cf 29.50'W x 72.63'L x 2.71'H Field A 5,803 cf Overall - 1,943 cf Embedded = 3,859 cf x 40.0% Voids #2A 96.20' 1,943 cf Cultec R-180HD x 88 Inside #1 Effective Size= 33.6"W x 20.0"H => 3.44 sf x 6.33'L = 21.8 cf Overall Size= 36.0"W x 20.5"H x 7.33'L with 1.00' Overlap Row Length Adjustment= +1.00' x 3.44 sf x 8 rows 3,487 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 96.60' 2.5" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 97.35' 4.0' long x 0.5' breadth Broad-Crested Rectangular Weir

96.60' 2.5" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 97.35' 4.0' long x 0.5' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 #3 Discarded 95.70' 0.500 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.02 cfs @ 1.15 hrs HW=95.73' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=3.73 cfs @ 12.09 hrs HW=97.80' (Free Discharge) 1=Orifice/Grate (Orifice Controls 0.17 cfs @ 5.04 fps) 2=Broad-Crested Rectangular Weir (Weir Controls 3.56 cfs @ 1.98 fps)

Proposed Flows NOAA10 24-hr D 100-Year-Future Rainfall=11.52" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Pond 2P: Basin A - Chamber Wizard Field A Chamber Model = Cultec R-180HD (For residential use only) Effective Size= 33.6"W x 20.0"H => 3.44 sf x 6.33'L = 21.8 cf Overall Size= 36.0"W x 20.5"H x 7.33'L with 1.00' Overlap Row Length Adjustment= +1.00' x 3.44 sf x 8 rows 36.0" Wide + 6.0" Spacing = 42.0" C-C Row Spacing 11 Chambers/Row x 6.33' Long +1.00' Row Adjustment = 70.63' Row Length +12.0" End Stone x 2 = 72.63' Base Length 8 Rows x 36.0" Wide + 6.0" Spacing x 7 + 12.0" Side Stone x 2 = 29.50' Base Width 6.0" Stone Base + 20.5" Chamber Height + 6.0" Stone Cover = 2.71' Field Height 88 Chambers x 21.8 cf +1.00' Row Adjustment x 3.44 sf x 8 Rows = 1,943.5 cf Chamber Storage 5,802.8 cf Field - 1,943.5 cf Chambers = 3,859.4 cf Stone x 40.0% Voids = 1,543.8 cf Stone Storage Chamber Storage + Stone Storage = 3,487.2 cf = 0.080 af Overall Storage Efficiency = 60.1% Overall System Size = 72.63' x 29.50' x 2.71' 88 Chambers 214.9 cy Field 142.9 cy Stone

Proposed Flows NOAA10 24-hr D 100-Year-Future Rainfall=11.52" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Pond 2P: Basin A Hydrograph 4.22 cfs Inflow Outflow 3.94 cfs Inflow Area=13,934 sf Discarded Primary 3.91 cfs Peak Elev=97.81' 4 Storage=2,970 cf 3 Flow (cfs) 2 1 0.02 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)