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Upper CJ 10yr Type 1124 -hr Rainfall= 2.25" <br />Prepared by {enter your company name here} Printed 10/29/2013 <br />HydroCAD® 8.50 s/n 003802 @2007 HydroCAD Software Solutions LLC <br />Time span =0.00 -24.00 hrs, dt =0.05 hrs, 481 points <br />Runoff by SCS TR -20 method, UH =SCS <br />Reach routing by Stor- Ind +Trans method - Pond routing by Stor -Ind method <br />Subcatchment1S: Basin 2 Un -named RunoffArea= 31.730 ac 0.00% Impervious Runoff Depth >0.44" <br />Flow Length= 2,240' Slope = 0.1228 T Tc =1.5 min CN =73 Runoff =25.51 cfs 1.158 of <br />Subcatchment3S: Upper CJ Basin 1A RunoffArea= 163.140 ac 0.00% Impervious Runoff Depth >0.43" <br />Flow Length= 6,780' Tc =27.9 min CN =73 Runoff =50.48 cfs 5.885 of <br />Reach 2R: Un -named Tributary Re -Route Avg. Depth =0.69' Max Vet =7.31 fps Inflow =25.51 cfs 1.158 of <br />n =0.040 L= 150.0' S= 0.1067 T Capacity= 607.03 cfs Outflow =24.93 cfs 1.157 of <br />Reach 4R: Discharge Pt A (Sta. 23 +37) <br />Inflow =54.10 cfs 7.042 of <br />Outflow =54.10 cfs 7.042 of <br />Total Runoff Area = 194.870 ac Runoff Volume = 7.042 of Average Runoff Depth = 0.43" <br />100.00% Pervious = 194.870 ac 0.00% Impervious = 0.000 ac <br />