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2012 Construction Revision Type II 24 -hr 100 -yr, 24 -hr Rainfall = 2.80" <br />Prepared by {enter your company name here} Printed 5/10/2012 <br />HydroCAD® 10.00 s/n 00604 © 2011 HydroCAD Software Solutions LLC Page 8 <br />Reach 13RE: R13E Avg. Flow Depth =1.00' Max Vet =15.00 fps Inflow =53.08 cfs 4.106 af <br />65.0" x 54.0 ", R= 34.0 "/56.3" Arch Pipe n =0.030 L =82.0' S= 0.1610 '/' Capacity= 441.99 cfs Outflow =53.05 cfs 4.106 of <br />Reach 13RF: 13RF Avg. Flow Depth =1.09' Max Vel =13.31 fps Inflow =53.05 cfs 4.106 of <br />65.0" x 54.0 ", R= 34.0 "/56.3" Arch Pipe n =0.030 L= 135.0' S= 0.1141 'P Capacity= 372.07 cfs Outflow =52.99 cfs 4.106 of <br />Reach 13RG: 13RG Avg. Flow Depth =0.87' Max Vel =18.15 fps Inflow =52.99 cfs 4.106 of <br />65.0" x 54.0 ", R= 34.0 "/56.3" Arch Pipe n =0.030 L= 100.0' S= 0.2800 '/' Capacity= 582.93 cfs Outflow =52.95 cfs 4.106 af <br />Pond 1P: P1 <br />Pond 2P: P2 <br />Pond 3P: P3 <br />Pond 4P: P2 <br />Pond 5P: P2 <br />Pond 6P: P2 <br />Pond 7P: P2 <br />Pond 8P: P2 <br />Pond 9P: P2 <br />Pond 10P: P2 <br />Pond 11P: P2 <br />Peak Elev=7,443.10' Storage =0.166 of Inflow =12.04 cfs 0.635 of <br />Outflow =6.09 cfs 0.635 af <br />Peak Elev=7,370.92' Storage =0.028 of Inflow =13.44 cfs 0.595 af <br />Outflow =11.89 cfs 0.595 of <br />Peak Elev= 7,265.57' Storage =0.008 of Inflow =5.94 cfs 0.312 af <br />Outflow =5.69 cfs 0.312 af <br />Peak Elev=7,150.59' Storage =0.008 of Inflow =6.26 cfs 0.367 of <br />Outflow =6.04 cts 0.367 af <br />Peak Elev=7,050.55' Storage =0.007 af Inflow =5.53 cfs 0.317 of <br />Outflow =5.35 cfs 0.317 of <br />Peak Elev=6,955.51' Storage =0.006 af Inflow =4.94 cfs 0.282 af <br />Outflow =4.79 cfs 0.282 af <br />Peak Elev=6,945.29' Storage =0.001 af Inflow =1.91 cfs 0.096 of <br />Outflow =1.88 cfs 0.096 af <br />Peak EIev= 6,850.48' Storage =0.005 af Inflow =4.52 cfs 0.232 af <br />Outflow =4.37 cfs 0.232 of <br />Peak Elev=6,750.43' Storage =0.004 af Inflow =3.61 cfs 0.217 of <br />Outflow =3.53 cfs 0.217 of <br />Peak EIev= 6,650.35' Storage =0.002 af Inflow =2.56 cfs 0.150 of <br />Outflow =2.51 cfs 0.150 of <br />Peak Elev=6,550.32' Storage =0.002 of Inflow =2.20 cfs 0.128 of <br />Outflow =2.17 cfs 0.128 of <br />Total Runoff Area = 67.140 ac Runoff Volume = 4.106 of Average Runoff Depth = 0.73" <br />100.00% Pervious = 67.140 ac 0.00% Impervious = 0.000 ac <br />