Revised Stormwater Management Report

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 67 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 17S: Basin 5 - Imp Runoff = 9.01 cfs @ 12.10 hrs, Volume= Routed to Pond 18P : Basin 5 30,288 cf, Depth= 8.42" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NOAA 24-hr D 100-Year Rainfall=8.66" Area (sf) 26,332 16,835 43,167 43,167 CN 98 98 98 Tc (min) 0.6 Length (feet) 40 1.2 1.8 182 222 Description Roofs, HSG C Paved parking, HSG C Weighted Average 100.00% Impervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.0200 1.19 Sheet Flow, Sheet Flow (A-B) Smooth surfaces n= 0.011 P2= 3.47" 2.50 Direct Entry, Pipe Flow (B-C) Total Subcatchment 17S: Basin 5 - Imp Hydrograph 10 Runoff 9.01 cfs 9 8 Flow (cfs) 7 6 5 4 3 2 NOAA 24-hr D 100-Year Rainfall=8.66" Runoff Area=43,167 sf Runoff Volume=30,288 cf Runoff Depth=8.42" Flow Length=222' Slope=0.0200 '/' Tc=1.8 min CN=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)

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 68 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 17S: Basin 5 - Imp Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 1.00 0.10 0.01 2.00 0.21 0.08 3.00 0.33 0.17 4.00 0.45 0.28 5.00 0.59 0.40 6.00 0.74 0.54 7.00 0.91 0.71 8.00 1.12 0.91 9.00 1.37 1.16 10.00 1.72 1.49 11.00 2.25 2.02 12.00 4.15 3.91 13.00 6.41 6.17 14.00 6.94 6.70 15.00 7.29 7.05 16.00 7.54 7.30 17.00 7.75 7.51 18.00 7.92 7.68 19.00 8.07 7.83 20.00 8.21 7.97 21.00 8.33 8.09 22.00 8.45 8.21 23.00 8.56 8.32 24.00 8.66 8.42 25.00 8.66 8.42 26.00 8.66 8.42 27.00 8.66 8.42 28.00 8.66 8.42 29.00 8.66 8.42 30.00 8.66 8.42 31.00 8.66 8.42 32.00 8.66 8.42 33.00 8.66 8.42 34.00 8.66 8.42 35.00 8.66 8.42 36.00 8.66 8.42 37.00 8.66 8.42 38.00 8.66 8.42 39.00 8.66 8.42 40.00 8.66 8.42 41.00 8.66 8.42 42.00 8.66 8.42 43.00 8.66 8.42 44.00 8.66 8.42 45.00 8.66 8.42 46.00 8.66 8.42 47.00 8.66 8.42 48.00 8.66 8.42 49.00 8.66 8.42 50.00 8.66 8.42 Runoff (cfs) 0.00 0.04 0.08 0.10 0.12 0.13 0.14 0.18 0.22 0.26 0.40 0.72 5.40 0.81 0.42 0.28 0.23 0.19 0.16 0.14 0.13 0.12 0.11 0.10 0.10 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 Time Precip. Excess (hours) (inches) (inches) 51.00 8.66 8.42 52.00 8.66 8.42 53.00 8.66 8.42 54.00 8.66 8.42 55.00 8.66 8.42 56.00 8.66 8.42 57.00 8.66 8.42 58.00 8.66 8.42 59.00 8.66 8.42 60.00 8.66 8.42 61.00 8.66 8.42 62.00 8.66 8.42 63.00 8.66 8.42 64.00 8.66 8.42 65.00 8.66 8.42 66.00 8.66 8.42 67.00 8.66 8.42 68.00 8.66 8.42 69.00 8.66 8.42 70.00 8.66 8.42 71.00 8.66 8.42 72.00 8.66 8.42 Runoff (cfs) 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

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 69 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 22S: Basin 6 - Imp Runoff = 23.28 cfs @ 12.11 hrs, Volume= Routed to Pond 24P : Basin 6 79,870 cf, Depth= 8.42" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NOAA 24-hr D 100-Year Rainfall=8.66" Area (sf) 10,890 26,136 41,818 34,987 113,831 113,831 CN 98 98 98 98 98 Tc (min) 0.6 Length (feet) 40 3.0 3.6 450 490 Description Roofs, HSG D Paved parking, HSG D Roofs, HSG C Paved parking, HSG C Weighted Average 100.00% Impervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.0200 1.19 Sheet Flow, Sheet Flow (A-B) Smooth surfaces n= 0.011 P2= 3.47" 2.50 Direct Entry, Pipe Flow (B-C) Total Subcatchment 22S: Basin 6 - Imp Flow (cfs) Hydrograph 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Runoff 23.28 cfs 0 2 4 6 NOAA 24-hr D 100-Year Rainfall=8.66" Runoff Area=113,831 sf Runoff Volume=79,870 cf Runoff Depth=8.42" Flow Length=490' Slope=0.0200 '/' Tc=3.6 min CN=98 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)

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 70 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 22S: Basin 6 - Imp Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 1.00 0.10 0.01 2.00 0.21 0.08 3.00 0.33 0.17 4.00 0.45 0.28 5.00 0.59 0.40 6.00 0.74 0.54 7.00 0.91 0.71 8.00 1.12 0.91 9.00 1.37 1.16 10.00 1.72 1.49 11.00 2.25 2.02 12.00 4.15 3.91 13.00 6.41 6.17 14.00 6.94 6.70 15.00 7.29 7.05 16.00 7.54 7.30 17.00 7.75 7.51 18.00 7.92 7.68 19.00 8.07 7.83 20.00 8.21 7.97 21.00 8.33 8.09 22.00 8.45 8.21 23.00 8.56 8.32 24.00 8.66 8.42 25.00 8.66 8.42 26.00 8.66 8.42 27.00 8.66 8.42 28.00 8.66 8.42 29.00 8.66 8.42 30.00 8.66 8.42 31.00 8.66 8.42 32.00 8.66 8.42 33.00 8.66 8.42 34.00 8.66 8.42 35.00 8.66 8.42 36.00 8.66 8.42 37.00 8.66 8.42 38.00 8.66 8.42 39.00 8.66 8.42 40.00 8.66 8.42 41.00 8.66 8.42 42.00 8.66 8.42 43.00 8.66 8.42 44.00 8.66 8.42 45.00 8.66 8.42 46.00 8.66 8.42 47.00 8.66 8.42 48.00 8.66 8.42 49.00 8.66 8.42 50.00 8.66 8.42 Runoff (cfs) 0.00 0.10 0.20 0.26 0.31 0.35 0.38 0.48 0.59 0.69 1.05 1.88 13.83 2.15 1.10 0.74 0.61 0.51 0.41 0.38 0.35 0.33 0.30 0.27 0.25 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 Time Precip. Excess (hours) (inches) (inches) 51.00 8.66 8.42 52.00 8.66 8.42 53.00 8.66 8.42 54.00 8.66 8.42 55.00 8.66 8.42 56.00 8.66 8.42 57.00 8.66 8.42 58.00 8.66 8.42 59.00 8.66 8.42 60.00 8.66 8.42 61.00 8.66 8.42 62.00 8.66 8.42 63.00 8.66 8.42 64.00 8.66 8.42 65.00 8.66 8.42 66.00 8.66 8.42 67.00 8.66 8.42 68.00 8.66 8.42 69.00 8.66 8.42 70.00 8.66 8.42 71.00 8.66 8.42 72.00 8.66 8.42 Runoff (cfs) 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

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 71 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 23S: Basin 6 - Perv Runoff = 10.58 cfs @ 12.11 hrs, Volume= Routed to Pond 24P : Basin 6 30,572 cf, Depth= 5.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NOAA 24-hr D 100-Year Rainfall=8.66" Area (sf) 66,461 66,461 CN 74 Tc (min) 0.6 Length (feet) 40 3.0 3.6 450 490 Description >75% Grass cover, Good, HSG C 100.00% Pervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.0200 1.19 Sheet Flow, Sheet Flow (A-B) Smooth surfaces n= 0.011 P2= 3.47" 2.50 Direct Entry, Pipe Flow (B-C) Total Subcatchment 23S: Basin 6 - Perv Hydrograph Runoff 11 10.58 cfs 10 9 Flow (cfs) 8 7 6 5 4 3 2 NOAA 24-hr D 100-Year Rainfall=8.66" Runoff Area=66,461 sf Runoff Volume=30,572 cf Runoff Depth=5.52" Flow Length=490' Slope=0.0200 '/' Tc=3.6 min CN=74 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)

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 72 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 23S: Basin 6 - Perv Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 1.00 0.10 0.00 2.00 0.21 0.00 3.00 0.33 0.00 4.00 0.45 0.00 5.00 0.59 0.00 6.00 0.74 0.00 7.00 0.91 0.01 8.00 1.12 0.05 9.00 1.37 0.11 10.00 1.72 0.23 11.00 2.25 0.47 12.00 4.15 1.71 13.00 6.41 3.53 14.00 6.94 3.99 15.00 7.29 4.29 16.00 7.54 4.51 17.00 7.75 4.70 18.00 7.92 4.85 19.00 8.07 4.99 20.00 8.21 5.11 21.00 8.33 5.23 22.00 8.45 5.33 23.00 8.56 5.43 24.00 8.66 5.52 25.00 8.66 5.52 26.00 8.66 5.52 27.00 8.66 5.52 28.00 8.66 5.52 29.00 8.66 5.52 30.00 8.66 5.52 31.00 8.66 5.52 32.00 8.66 5.52 33.00 8.66 5.52 34.00 8.66 5.52 35.00 8.66 5.52 36.00 8.66 5.52 37.00 8.66 5.52 38.00 8.66 5.52 39.00 8.66 5.52 40.00 8.66 5.52 41.00 8.66 5.52 42.00 8.66 5.52 43.00 8.66 5.52 44.00 8.66 5.52 45.00 8.66 5.52 46.00 8.66 5.52 47.00 8.66 5.52 48.00 8.66 5.52 49.00 8.66 5.52 50.00 8.66 5.52 Runoff (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.07 0.12 0.24 0.57 5.85 1.07 0.56 0.38 0.32 0.27 0.21 0.20 0.18 0.17 0.16 0.14 0.13 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 Time Precip. Excess (hours) (inches) (inches) 51.00 8.66 5.52 52.00 8.66 5.52 53.00 8.66 5.52 54.00 8.66 5.52 55.00 8.66 5.52 56.00 8.66 5.52 57.00 8.66 5.52 58.00 8.66 5.52 59.00 8.66 5.52 60.00 8.66 5.52 61.00 8.66 5.52 62.00 8.66 5.52 63.00 8.66 5.52 64.00 8.66 5.52 65.00 8.66 5.52 66.00 8.66 5.52 67.00 8.66 5.52 68.00 8.66 5.52 69.00 8.66 5.52 70.00 8.66 5.52 71.00 8.66 5.52 72.00 8.66 5.52 Runoff (cfs) 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

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 73 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 26S: DA 1 Und - Perv Runoff = 10.26 cfs @ 12.14 hrs, Volume= Routed to Link 25L : POA 1 33,717 cf, Depth= 5.88" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NOAA 24-hr D 100-Year Rainfall=8.66" Area (sf) 34,475 34,300 68,775 68,775 CN 80 74 77 Tc (min) 6.9 Length (feet) 100 0.2 50 7.1 150 Description >75% Grass cover, Good, HSG D >75% Grass cover, Good, HSG C Weighted Average 100.00% Pervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.1100 0.24 Sheet Flow, Sheet Flow (A-B) Grass: Dense n= 0.240 P2= 3.47" 0.1100 5.34 Shallow Concentrated Flow, SCF (B-C) Unpaved Kv= 16.1 fps Total Subcatchment 26S: DA 1 Und - Perv Hydrograph Runoff 11 10.26 cfs 10 9 8 Flow (cfs) 7 6 5 4 3 2 NOAA 24-hr D 100-Year Rainfall=8.66" Runoff Area=68,775 sf Runoff Volume=33,717 cf Runoff Depth=5.88" Flow Length=150' Slope=0.1100 '/' Tc=7.1 min CN=77 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)

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 74 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 26S: DA 1 Und - Perv Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 1.00 0.10 0.00 2.00 0.21 0.00 3.00 0.33 0.00 4.00 0.45 0.00 5.00 0.59 0.00 6.00 0.74 0.01 7.00 0.91 0.03 8.00 1.12 0.08 9.00 1.37 0.16 10.00 1.72 0.31 11.00 2.25 0.59 12.00 4.15 1.93 13.00 6.41 3.84 14.00 6.94 4.31 15.00 7.29 4.62 16.00 7.54 4.85 17.00 7.75 5.04 18.00 7.92 5.20 19.00 8.07 5.34 20.00 8.21 5.46 21.00 8.33 5.58 22.00 8.45 5.69 23.00 8.56 5.79 24.00 8.66 5.88 25.00 8.66 5.88 26.00 8.66 5.88 27.00 8.66 5.88 28.00 8.66 5.88 29.00 8.66 5.88 30.00 8.66 5.88 31.00 8.66 5.88 32.00 8.66 5.88 33.00 8.66 5.88 34.00 8.66 5.88 35.00 8.66 5.88 36.00 8.66 5.88 37.00 8.66 5.88 38.00 8.66 5.88 39.00 8.66 5.88 40.00 8.66 5.88 41.00 8.66 5.88 42.00 8.66 5.88 43.00 8.66 5.88 44.00 8.66 5.88 45.00 8.66 5.88 46.00 8.66 5.88 47.00 8.66 5.88 48.00 8.66 5.88 49.00 8.66 5.88 50.00 8.66 5.88 Runoff (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.05 0.10 0.15 0.29 0.63 5.07 1.21 0.61 0.42 0.34 0.29 0.23 0.21 0.20 0.18 0.17 0.15 0.14 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 Time Precip. Excess (hours) (inches) (inches) 51.00 8.66 5.88 52.00 8.66 5.88 53.00 8.66 5.88 54.00 8.66 5.88 55.00 8.66 5.88 56.00 8.66 5.88 57.00 8.66 5.88 58.00 8.66 5.88 59.00 8.66 5.88 60.00 8.66 5.88 61.00 8.66 5.88 62.00 8.66 5.88 63.00 8.66 5.88 64.00 8.66 5.88 65.00 8.66 5.88 66.00 8.66 5.88 67.00 8.66 5.88 68.00 8.66 5.88 69.00 8.66 5.88 70.00 8.66 5.88 71.00 8.66 5.88 72.00 8.66 5.88 Runoff (cfs) 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

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 75 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Summary for Subcatchment 27S: Basin 5 - Perv Runoff = 0.57 cfs @ 12.10 hrs, Volume= Routed to Pond 18P : Basin 5 1,581 cf, Depth= 5.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs NOAA 24-hr D 100-Year Rainfall=8.66" Area (sf) 3,436 3,436 Tc (min) 0.6 Length (feet) 40 1.2 1.8 182 222 CN 74 Description >75% Grass cover, Good, HSG C 100.00% Pervious Area Slope Velocity Capacity Description (ft/ft) (ft/sec) (cfs) 0.0200 1.19 Sheet Flow, Sheet Flow (A-B) Smooth surfaces n= 0.011 P2= 3.47" 2.50 Direct Entry, Pipe Flow (B-C) Total Subcatchment 27S: Basin 5 - Perv Hydrograph Runoff 0.6 0.57 cfs 0.55 0.5 0.45 Flow (cfs) 0.4 0.35 0.3 0.25 0.2 0.15 0.1 NOAA 24-hr D 100-Year Rainfall=8.66" Runoff Area=3,436 sf Runoff Volume=1,581 cf Runoff Depth=5.52" Flow Length=222' Slope=0.0200 '/' Tc=1.8 min CN=74 0.05 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)

POA 1 proposed 2024-05-12 HydroCad - Proposed POA 1 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 76 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 27S: Basin 5 - Perv Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 1.00 0.10 0.00 2.00 0.21 0.00 3.00 0.33 0.00 4.00 0.45 0.00 5.00 0.59 0.00 6.00 0.74 0.00 7.00 0.91 0.01 8.00 1.12 0.05 9.00 1.37 0.11 10.00 1.72 0.23 11.00 2.25 0.47 12.00 4.15 1.71 13.00 6.41 3.53 14.00 6.94 3.99 15.00 7.29 4.29 16.00 7.54 4.51 17.00 7.75 4.70 18.00 7.92 4.85 19.00 8.07 4.99 20.00 8.21 5.11 21.00 8.33 5.23 22.00 8.45 5.33 23.00 8.56 5.43 24.00 8.66 5.52 25.00 8.66 5.52 26.00 8.66 5.52 27.00 8.66 5.52 28.00 8.66 5.52 29.00 8.66 5.52 30.00 8.66 5.52 31.00 8.66 5.52 32.00 8.66 5.52 33.00 8.66 5.52 34.00 8.66 5.52 35.00 8.66 5.52 36.00 8.66 5.52 37.00 8.66 5.52 38.00 8.66 5.52 39.00 8.66 5.52 40.00 8.66 5.52 41.00 8.66 5.52 42.00 8.66 5.52 43.00 8.66 5.52 44.00 8.66 5.52 45.00 8.66 5.52 46.00 8.66 5.52 47.00 8.66 5.52 48.00 8.66 5.52 49.00 8.66 5.52 50.00 8.66 5.52 Runoff (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.03 0.32 0.06 0.03 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 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 Time Precip. Excess (hours) (inches) (inches) 51.00 8.66 5.52 52.00 8.66 5.52 53.00 8.66 5.52 54.00 8.66 5.52 55.00 8.66 5.52 56.00 8.66 5.52 57.00 8.66 5.52 58.00 8.66 5.52 59.00 8.66 5.52 60.00 8.66 5.52 61.00 8.66 5.52 62.00 8.66 5.52 63.00 8.66 5.52 64.00 8.66 5.52 65.00 8.66 5.52 66.00 8.66 5.52 67.00 8.66 5.52 68.00 8.66 5.52 69.00 8.66 5.52 70.00 8.66 5.52 71.00 8.66 5.52 72.00 8.66 5.52 Runoff (cfs) 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