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T:\0742\1406\June11 CityApplSurface Water\ <br />ER Landfill 06_2011 Type ll 24-hr 25 yr Rainfall=4.70" <br />Prepared by Wenck Associates, Inc. Printed 8/2/2011 <br />HydroCAD~ 9.10 s/n 02201 ©2010 HydroCAD Software Solutions LLC Page 26 <br />Summary for Reach DS2-L: DS-2-Lower <br />[62] Hint: Exceeded Reach DS2-U OUTLET depth by 0.05' @ 11.98 hrs <br />Inflow Area = 12.607 ac, 0.00% Impervious, Inflow Depth = 2.45" for 25 yr event <br />Inflow = 42.91 cfs @ 12.02 hrs, Volume= 2.577 of <br />Outflow = 42.91 cfs @ 12.02 hrs, Volume= 2.577 af, Atten= 0%, Lag= 0.1 min <br />Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.02 hrs <br />Max. Velocity= 11.58 fps, Min. Travel Time= 0.2 min <br />Avg. Velocity = 2.83 fps, Avg. Travel Time= 0.7 min <br />Peak Storage= 445 cf @ 12.02 hrs <br />Average Depth at Peak Storage= 0.40' <br />Bank-Full Depth= 1.00', Capacity at Bank-Full= 214.51 cfs <br />8.00' x 1.00' deep channel, n= 0.035 <br />Side Slope Z-value= 3.0 '/' Top Width= 14.00' <br />Length= 120.0' Slope= 0.3000 '/' <br />Inlet Invert= 1,060.00', Outlet Invert= 1,024.00' <br /> <br />