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26-04-06-15052A-HydroCAD-DLS NY-BLD ADD 15052A 24-hr S1 10-yr Rainfall=3.42" Prepared by Wm Schutt & Associates, P C Printed 4/16/2026 HydroCADID 10.20-8a s/n 03344 0 2025 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment IS: PRE CONDITIONS [49] Hint: Tc<2dt may require smaller dt Runoff = 5.29 cfs @ 12.01 hrs, Volume= 0.264 af, Depth> 2.76" Runoff by SOS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs NY-BLD ADD 15052A 24-hr S1 10-yr Rainfall=3.42" Area (sf) ON Description 10,059 98 Roofs, HSG D . 1,507 98 Concrete * 4,627 98 Asphalt 25,927 96 Gravel surface, HSG D 4,470 80 >75% Grass cover, Good, HSG D 3,493 80 >75% Grass cover, Good, HSG D 50,083 94 Weighted Average 33,890 67.67% Pervious Area 16,193 32.33% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.9 51 0.0140 0.92 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.3 141 0.0120 1.76 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 2.0 98 0.0030 0.82 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 4.2 290 Total Page 418 of 849