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SEDCAD 4 for Windows <br />IQQP -')Olrl D-1. I Q,k ..... k <br />#10 <br />#9 <br />#4 <br />#16 <br />#18 <br />#23 <br />#25 <br />#24 <br />#26 <br />#29 <br />#22 <br />#27 <br />#28 <br />#12 <br />#33 <br />#14 <br />#30 <br />#15 <br />#13 <br />#31 <br />#20 <br />#6 <br />#7 <br />. . ...... ......... . <br />*5 <br />#2 <br />#8 <br />#3 <br />#11 <br />#1 <br />Filename: Pond J100 Year Event 110513.sc4 <br />TR-84 <br />ZPLTUCL-Ure Zollf"Mal-v. <br />Immediate <br />Total <br />Peak <br />Total <br />Contributing <br />Contributing <br />Discharge <br />Runoff <br />Area <br />Area <br />Volume <br />(ac) <br />(ac) <br />(cfs) <br />(ac-ft) <br />0,600 <br />0.600 <br />0.87 <br />0.07 <br />0.800 <br />0.800 <br />1.16 <br />0.09 <br />0.000 <br />1.400 <br />2.03 <br />0.16 <br />1.800 <br />3.200 <br />3.12 <br />0.24 <br />4.200 <br />4.200 <br />1.88 <br />0.22 <br />0.330 <br />... ......... <br />...... ..... 0.330 <br />0.48 <br />0.03 <br />0.000 <br />0.330 <br />0.48 <br />0.03 <br />0.180 <br />0.510 <br />0.74 <br />0.05 <br />0.000 <br />0.510 <br />0.74 <br />0.05 <br />... ....... - <br />0.050 <br />0.560 <br />0.81 <br />0.05 <br />0.910 <br />0.910 <br />1.32 <br />0.11 <br />0.000 <br />. .......... <br />. . ...... .... - ..... <br />0.910 <br />..... ......... .. .. ........... - <br />.. ...... <br />1.32 <br />0.11 <br />...... ...... <br />0.050 <br />- . ...... .... <br />..... . 0.960 <br />1.39 <br />0.11 <br />4.040 <br />5.560 <br />5.94 <br />0.58 <br />0.000 <br />5.560 <br />5.94 <br />0.58 <br />2.560 <br />2.560 <br />. . ........... <br />3.99 <br />0.35 <br />0.820 <br />8.940 <br />11.06 <br />1.02 <br />2.770 <br />2.770 <br />4.31 <br />0.38 <br />4.070 <br />4.070 <br />4.87 <br />0.44 <br />1.470 <br />8.310 <br />10.97 <br />1.013 <br />........ ........ <br />0.000 <br />8.310 <br />10.97 <br />1.00 <br />0.800 <br />0.800 <br />0.47 <br />0.03 <br />8.920 <br />26.970 <br />33.31 <br />3.18 <br />7.500 <br />7.500 <br />.. ......... . <br />3.25 <br />0.32 <br />5.420 <br />39.890 <br />39.98 <br />3.74 <br />0.800 <br />44.890 <br />42.56 <br />4.06 <br />0.000 <br />44.890 <br />42.56 <br />4.06 <br />0.000 <br />44.890 <br />42.56 <br />---- -------- - <br />4.06 <br />0.000 <br />48.090 <br />45.68 <br />4.29 <br />Volume XI, App. B-48 <br />I <br />Printed 11-24-2013 <br />02/14 <br />