251203_42 ERW_Stormwater Report

251202_42 ERW Waystone - Future Rainfall NOAA 24-hr D 2-Year Rainfall=4.09" Printed 12/3/2025 Page 23 Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Stage-Discharge for Pond BASIN: Elevation (feet) 15.00 15.05 15.10 15.15 15.20 15.25 15.30 15.35 15.40 15.45 15.50 15.55 15.60 15.65 15.70 15.75 15.80 15.85 15.90 15.95 16.00 16.05 16.10 16.15 16.20 16.25 16.30 16.35 16.40 16.45 16.50 16.55 16.60 16.65 16.70 16.75 16.80 16.85 16.90 16.95 17.00 17.05 17.10 17.15 17.20 17.25 17.30 17.35 17.40 17.45 17.50 17.55 Discharge (cfs) 0.00 0.17 0.18 0.18 0.19 0.19 0.19 0.20 0.20 0.21 0.21 0.22 0.22 0.22 0.23 0.23 0.24 0.24 0.25 0.30 0.39 0.50 0.62 0.76 0.91 1.02 1.11 1.19 1.27 1.34 1.41 1.47 1.53 1.59 1.65 1.71 1.85 2.02 2.23 2.45 2.70 2.96 3.24 3.53 3.78 3.99 4.19 4.37 4.54 4.70 4.85 5.00 Discarded (cfs) 0.00 0.17 0.18 0.18 0.19 0.19 0.19 0.20 0.20 0.21 0.21 0.22 0.22 0.22 0.23 0.23 0.24 0.24 0.24 0.25 0.25 0.26 0.26 0.27 0.27 0.27 0.28 0.28 0.29 0.29 0.30 0.30 0.30 0.31 0.31 0.32 0.32 0.33 0.33 0.33 0.34 0.34 0.35 0.35 0.35 0.36 0.36 0.37 0.37 0.38 0.38 0.38 Primary (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 0.06 0.14 0.24 0.36 0.50 0.64 0.74 0.83 0.91 0.98 1.05 1.11 1.17 1.23 1.28 1.33 1.40 1.53 1.70 1.90 2.12 2.36 2.62 2.89 3.18 3.42 3.63 3.82 4.00 4.16 4.32 4.47 4.62 Elevation (feet) 17.60 17.65 17.70 17.75 17.80 17.85 17.90 17.95 18.00 18.05 18.10 18.15 18.20 18.25 18.30 18.35 18.40 18.45 18.50 18.55 18.60 18.65 18.70 18.75 18.80 18.85 18.90 18.95 19.00 19.05 19.10 19.15 19.20 19.25 19.30 19.35 19.40 19.45 19.50 19.55 19.60 19.65 19.70 19.75 19.80 19.85 19.90 19.95 20.00 Discharge (cfs) 5.15 5.28 5.42 5.55 5.68 5.80 5.92 6.04 6.16 6.27 6.38 6.49 6.60 6.71 6.81 6.91 7.01 7.11 7.21 7.31 7.40 7.50 7.59 7.68 7.80 7.95 8.11 8.29 8.48 8.68 8.90 9.12 9.36 9.61 9.87 10.14 10.43 10.74 11.06 11.39 11.69 12.01 12.33 12.65 12.98 13.31 13.65 13.99 14.34 Discarded (cfs) 0.39 0.39 0.40 0.40 0.41 0.41 0.41 0.42 0.42 0.43 0.43 0.43 0.44 0.44 0.45 0.45 0.46 0.46 0.46 0.47 0.47 0.48 0.48 0.49 0.49 0.49 0.50 0.50 0.51 0.51 0.52 0.52 0.52 0.53 0.53 0.54 0.54 0.54 0.55 0.55 0.56 0.56 0.57 0.57 0.57 0.58 0.58 0.59 0.59 Primary (cfs) 4.76 4.89 5.02 5.15 5.27 5.39 5.51 5.62 5.74 5.85 5.95 6.06 6.16 6.26 6.36 6.46 6.56 6.65 6.75 6.84 6.93 7.02 7.11 7.20 7.31 7.46

0.55 0.55 0.56 0.56 0.57 0.57 0.57 0.58 0.58 0.59 0.59 Primary (cfs) 4.76 4.89 5.02 5.15 5.27 5.39 5.51 5.62 5.74 5.85 5.95 6.06 6.16 6.26 6.36 6.46 6.56 6.65 6.75 6.84 6.93 7.02 7.11 7.20 7.31 7.46 7.62 7.79 7.97 8.17 8.38 8.60 8.83 9.08 9.34 9.60 9.89 10.19 10.51 10.83 11.14 11.45 11.76 12.08 12.41 12.73 13.07 13.41 13.75

NOAA 24-hr D 2-Year Rainfall=4.09" 251202_42 ERW Waystone - Future Rainfall Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond BASIN: Elevation (feet) 15.00 15.05 15.10 15.15 15.20 15.25 15.30 15.35 15.40 15.45 15.50 15.55 15.60 15.65 15.70 15.75 15.80 15.85 15.90 15.95 16.00 16.05 16.10 16.15 16.20 16.25 16.30 16.35 16.40 16.45 16.50 16.55 16.60 16.65 16.70 16.75 16.80 16.85 16.90 16.95 17.00 17.05 17.10 17.15 17.20 17.25 17.30 17.35 17.40 17.45 17.50 17.55 Surface (acres) 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 Storage (acre-feet) 0.000 0.003 0.007 0.010 0.013 0.017 0.020 0.023 0.027 0.030 0.034 0.037 0.040 0.044 0.047 0.050 0.058 0.065 0.072 0.079 0.086 0.094 0.101 0.108 0.115 0.122 0.129 0.136 0.143 0.151 0.158 0.165 0.172 0.179 0.186 0.193 0.199 0.206 0.213 0.220 0.227 0.234 0.241 0.247 0.254 0.261 0.267 0.274 0.281 0.287 0.294 0.300 Elevation (feet) 17.60 17.65 17.70 17.75 17.80 17.85 17.90 17.95 18.00 18.05 18.10 18.15 18.20 18.25 18.30 18.35 18.40 18.45 18.50 18.55 18.60 18.65 18.70 18.75 18.80 18.85 18.90 18.95 19.00 19.05 19.10 19.15 19.20 19.25 19.30 19.35 19.40 19.45 19.50 19.55 19.60 19.65 19.70 19.75 19.80 19.85 19.90 19.95 20.00 Surface (acres) 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 0.168 Storage (acre-feet) 0.307 0.313 0.320 0.326 0.332 0.339 0.345 0.351 0.357 0.363 0.369 0.375 0.381 0.387 0.393 0.399 0.405 0.410 0.416 0.421 0.427 0.432 0.438 0.443 0.448 0.453 0.458 0.463 0.467 0.472 0.476 0.480 0.484 0.488 0.492 0.495 0.499 0.502 0.506 0.509 0.513 0.516 0.519 0.523 0.526 0.529 0.533 0.536 0.539 Printed 12/3/2025 Page 24

251202_42 ERW Waystone - Future Rainfall NOAA 24-hr D 10-Year Rainfall=6.37" Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Printed 12/3/2025 Page 25 Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment PR 1A-P: Runoff Area=13,167 sf 0.00% Impervious Runoff Depth=3.91" Flow Length=203' Tc=5.9 min CN=78 Runoff=1.33 cfs 0.098 af Subcatchment PR 1B-I: Runoff Area=36,906 sf 100.00% Impervious Runoff Depth=6.13" Flow Length=136' Tc=1.5 min CN=98 Runoff=5.66 cfs 0.433 af Subcatchment PR 1B-P: Runoff Area=77,195 sf 0.00% Impervious Runoff Depth=4.01" Flow Length=195' Tc=7.7 min CN=79 Runoff=7.62 cfs 0.592 af Subcatchment PR 2-P: Runoff Area=7,405 sf 0.00% Impervious Runoff Depth=3.70" Flow Length=84' Slope=0.0833 '/' Tc=4.6 min CN=76 Runoff=0.74 cfs 0.052 af Reach 10R: Inflow=11.81 cfs 1.025 af Outflow=11.81 cfs 1.025 af Reach DP1-PR: Inflow=5.37 cfs 0.683 af Outflow=5.37 cfs 0.683 af Reach DP2-PR: Inflow=0.74 cfs 0.052 af Outflow=0.74 cfs 0.052 af Pond BASIN: Peak Elev=17.58' Storage=0.304 af Inflow=11.81 cfs 1.025 af Discarded=0.39 cfs 0.440 af Primary=4.70 cfs 0.585 af Outflow=5.09 cfs 1.025 af Total Runoff Area = 3.092 ac Runoff Volume = 1.176 af Average Runoff Depth = 4.57" 72.60% Pervious = 2.244 ac 27.40% Impervious = 0.847 ac

NOAA 24-hr D 10-Year Rainfall=6.37" 251202_42 ERW Waystone - Future Rainfall Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Printed 12/3/2025 Page 26 Summary for Subcatchment PR 1A-P: Runoff = 1.33 cfs @ 12.13 hrs, Volume= Routed to Reach DP1-PR : 0.098 af, Depth= 3.91" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10-Year Rainfall=6.37" Area (sf) 9,975 3,192 13,167 13,167 CN 74 89 78 Description >75% Grass cover, Good, HSG C Gravel roads, HSG C Weighted Average 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.6 100 0.0725 0.30 Sheet Flow, Grass: Short n= 0.150 P2= 3.44" 0.3 103 0.1090 5.32 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 203 Total Subcatchment PR 1A-P: Hydrograph Runoff 1.33 cfs NOAA 24-hr D 10-Year Rainfall=6.37" Runoff Area=13,167 sf Runoff Volume=0.098 af Runoff Depth=3.91" Flow Length=203' Tc=5.9 min CN=78 Flow (cfs) 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)

251202_42 ERW Waystone - Future Rainfall NOAA 24-hr D 10-Year Rainfall=6.37" Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR 1A-P: Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 1.00 0.07 0.00 2.00 0.15 0.00 3.00 0.24 0.00 4.00 0.33 0.00 5.00 0.44 0.00 6.00 0.54 0.00 7.00 0.67 0.00 8.00 0.83 0.02 9.00 1.01 0.06 10.00 1.26 0.14 11.00 1.66 0.30 12.00 3.05 1.17 13.00 4.71 2.47 14.00 5.11 2.80 15.00 5.36 3.02 16.00 5.54 3.18 17.00 5.70 3.31 18.00 5.83 3.43 19.00 5.93 3.52 20.00 6.04 3.61 21.00 6.13 3.69 22.00 6.22 3.77 23.00 6.30 3.84 24.00 6.37 3.91 25.00 6.37 3.91 26.00 6.37 3.91 27.00 6.37 3.91 28.00 6.37 3.91 29.00 6.37 3.91 30.00 6.37 3.91 31.00 6.37 3.91 32.00 6.37 3.91 33.00 6.37 3.91 34.00 6.37 3.91 35.00 6.37 3.91 36.00 6.37 3.91 37.00 6.37 3.91 38.00 6.37 3.91 39.00 6.37 3.91 40.00 6.37 3.91 41.00 6.37 3.91 42.00 6.37 3.91 43.00 6.37 3.91 44.00 6.37 3.91 45.00 6.37 3.91 46.00 6.37 3.91 47.00 6.37 3.91 48.00 6.37 3.91 49.00 6.37 3.91 50.00 6.37 3.91 51.00 6.37 3.91 Runoff (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.03 0.07 0.70 0.16 0.08 0.06 0.05 0.04 0.03 0.03 0.03 0.02 0.02 0.02 0.02 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 Time Precip. Excess (hours) (inches) (inches) 52.00 6.37 3.91 53.00 6.37 3.91 54.00 6.37 3.91 55.00 6.37 3.91 56.00 6.37 3.91 57.00 6.37 3.91 58.00 6.37 3.91 59.00 6.37 3.91 60.00 6.37 3.91 61.00 6.37 3.91 62.00 6.37 3.91 63.00 6.37 3.91 64.00 6.37 3.91 65.00 6.37 3.91 66.00 6.37 3.91 67.00 6.37 3.91 68.00 6.37 3.91 69.00 6.37 3.91 70.00 6.37 3.91 71.00 6.37 3.91 72.00 6.37 3.91 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 Printed 12/3/2025 Page 27

251202_42 ERW Waystone - Future Rainfall NOAA 24-hr D 10-Year Rainfall=6.37" Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Printed 12/3/2025 Page 28 Summary for Subcatchment PR 1B-I: Runoff = 5.66 cfs @ 12.07 hrs, Volume= Routed to Reach 10R : 0.433 af, Depth= 6.13" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10-Year Rainfall=6.37" Area (sf) 21,449 15,457 36,906 36,906 CN 98 98 98 Description Roofs, HSG C Paved parking, HSG C Weighted Average 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.2 100 0.0200 1.43 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.44" 0.3 36 0.0097 2.00 Shallow Concentrated Flow, Paved Kv= 20.3 fps 1.5 136 Total Subcatchment PR 1B-I: Hydrograph Runoff 6 5.66 cfs NOAA 24-hr D 10-Year Rainfall=6.37" Runoff Area=36,906 sf Runoff Volume=0.433 af Runoff Depth=6.13" Flow Length=136' Tc=1.5 min CN=98 5 Flow (cfs) 4 3 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)

251202_42 ERW Waystone - Future Rainfall NOAA 24-hr D 10-Year Rainfall=6.37" Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR 1B-I: Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 1.00 0.07 0.00 2.00 0.15 0.04 3.00 0.24 0.10 4.00 0.33 0.17 5.00 0.44 0.26 6.00 0.54 0.36 7.00 0.67 0.48 8.00 0.83 0.62 9.00 1.01 0.80 10.00 1.26 1.05 11.00 1.66 1.43 12.00 3.05 2.82 13.00 4.71 4.48 14.00 5.11 4.87 15.00 5.36 5.12 16.00 5.54 5.31 17.00 5.70 5.46 18.00 5.83 5.59 19.00 5.93 5.70 20.00 6.04 5.80 21.00 6.13 5.89 22.00 6.22 5.98 23.00 6.30 6.06 24.00 6.37 6.13 25.00 6.37 6.13 26.00 6.37 6.13 27.00 6.37 6.13 28.00 6.37 6.13 29.00 6.37 6.13 30.00 6.37 6.13 31.00 6.37 6.13 32.00 6.37 6.13 33.00 6.37 6.13 34.00 6.37 6.13 35.00 6.37 6.13 36.00 6.37 6.13 37.00 6.37 6.13 38.00 6.37 6.13 39.00 6.37 6.13 40.00 6.37 6.13 41.00 6.37 6.13 42.00 6.37 6.13 43.00 6.37 6.13 44.00 6.37 6.13 45.00 6.37 6.13 46.00 6.37 6.13 47.00 6.37 6.13 48.00 6.37 6.13 49.00 6.37 6.13 50.00 6.37 6.13 51.00 6.37 6.13 Runoff (cfs) 0.00 0.02 0.04 0.06 0.07 0.08 0.09 0.11 0.14 0.16 0.25 0.45 3.63 0.50 0.26 0.18 0.15 0.12 0.10 0.09 0.08 0.08 0.07 0.07 0.05 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 Time Precip. Excess (hours) (inches) (inches) 52.00 6.37 6.13 53.00 6.37 6.13 54.00 6.37 6.13 55.00 6.37 6.13 56.00 6.37 6.13 57.00 6.37 6.13 58.00 6.37 6.13 59.00 6.37 6.13 60.00 6.37 6.13 61.00 6.37 6.13 62.00 6.37 6.13 63.00 6.37 6.13 64.00 6.37 6.13 65.00 6.37 6.13 66.00 6.37 6.13 67.00 6.37 6.13 68.00 6.37 6.13 69.00 6.37 6.13 70.00 6.37 6.13 71.00 6.37 6.13 72.00 6.37 6.13 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 Printed 12/3/2025 Page 29

NOAA 24-hr D 10-Year Rainfall=6.37" 251202_42 ERW Waystone - Future Rainfall Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Printed 12/3/2025 Page 30 Summary for Subcatchment PR 1B-P: Runoff = 7.62 cfs @ 12.15 hrs, Volume= Routed to Reach 10R : 0.592 af, Depth= 4.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10-Year Rainfall=6.37" Area (sf) 50,619 26,576 77,195 77,195 CN 74 89 79 Description >75% Grass cover, Good, HSG C Gravel roads, HSG C Weighted Average 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.2 100 0.0400 0.23 Sheet Flow, Grass: Short n= 0.150 P2= 3.44" 0.5 95 0.0361 3.06 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 7.7 195 Total Subcatchment PR 1B-P: Hydrograph Runoff 8 7.62 cfs NOAA 24-hr D 10-Year Rainfall=6.37" Runoff Area=77,195 sf Runoff Volume=0.592 af Runoff Depth=4.01" Flow Length=195' Tc=7.7 min CN=79 7 Flow (cfs) 6 5 4 3 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)

251202_42 ERW Waystone - Future Rainfall NOAA 24-hr D 10-Year Rainfall=6.37" Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment PR 1B-P: Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 1.00 0.07 0.00 2.00 0.15 0.00 3.00 0.24 0.00 4.00 0.33 0.00 5.00 0.44 0.00 6.00 0.54 0.00 7.00 0.67 0.01 8.00 0.83 0.03 9.00 1.01 0.07 10.00 1.26 0.16 11.00 1.66 0.33 12.00 3.05 1.23 13.00 4.71 2.56 14.00 5.11 2.89 15.00 5.36 3.11 16.00 5.54 3.27 17.00 5.70 3.41 18.00 5.83 3.52 19.00 5.93 3.62 20.00 6.04 3.71 21.00 6.13 3.80 22.00 6.22 3.87 23.00 6.30 3.95 24.00 6.37 4.01 25.00 6.37 4.01 26.00 6.37 4.01 27.00 6.37 4.01 28.00 6.37 4.01 29.00 6.37 4.01 30.00 6.37 4.01 31.00 6.37 4.01 32.00 6.37 4.01 33.00 6.37 4.01 34.00 6.37 4.01 35.00 6.37 4.01 36.00 6.37 4.01 37.00 6.37 4.01 38.00 6.37 4.01 39.00 6.37 4.01 40.00 6.37 4.01 41.00 6.37 4.01 42.00 6.37 4.01 43.00 6.37 4.01 44.00 6.37 4.01 45.00 6.37 4.01 46.00 6.37 4.01 47.00 6.37 4.01 48.00 6.37 4.01 49.00 6.37 4.01 50.00 6.37 4.01 51.00 6.37 4.01 Runoff (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.05 0.09 0.19 0.44 3.66 0.97 0.48 0.33 0.27 0.23 0.18 0.17 0.16 0.15 0.14 0.12 0.11 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 Time Precip. Excess (hours) (inches) (inches) 52.00 6.37 4.01 53.00 6.37 4.01 54.00 6.37 4.01 55.00 6.37 4.01 56.00 6.37 4.01 57.00 6.37 4.01 58.00 6.37 4.01 59.00 6.37 4.01 60.00 6.37 4.01 61.00 6.37 4.01 62.00 6.37 4.01 63.00 6.37 4.01 64.00 6.37 4.01 65.00 6.37 4.01 66.00 6.37 4.01 67.00 6.37 4.01 68.00 6.37 4.01 69.00 6.37 4.01 70.00 6.37 4.01 71.00 6.37 4.01 72.00 6.37 4.01 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 Printed 12/3/2025 Page 31