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<br />ex dam.g01 <br />1450 5028 2750 5029 4330 5030 4770 5032 4925 5032 <br />4985 5034 5070 5036 5090 5038 <br />#Mann= 3 0 0 <br />0 .06 0 360 .035 0 625 .06 0 <br />Levee=0,,,-1,1165,5 040 <br />Bank Sta=360,625 <br />Exp/Cntr=.3,.1 <br />Type RM Length L Ch R = 1 ,30.5 ,2700, 4800,1700 <br />BEGIN DESCRIPTION: <br />X-sect at side chn confluence taken from topo <br />END DESCRIPTION: <br />#Sta/Elev= 13 <br />1000 5030 1200 5030 1220 5020 1265 5018 1275 5016 <br />1343 5016 1352 5018 1391 5020 1409 5022 1465 5024 <br />1477 5030 1480 5032 1543 5032 <br />#Mann= 3 0 0 <br />1000 .06 0 1200 .035 0 1477 .06 0 <br />Bank Sta=1200,1477 <br />Exp/Cntr=.3,.1 <br />Type RM Length L Ch R = 1 ,30 ,0,0,0 <br />BEGIN DESCRIPTION: <br />HEC-2 x-sect 30 <br />END DESCRIPTION: <br />#Sta/Elev= 25 <br />0 5038 170 5036 255 5032 280 5028 320 5026 <br />355 5024 390 5024 400 5022 1090 5022 1120 5022 <br />1140 5020 1150 5013 1350 5013 1370 5022 1770 5022 <br />2000 5022.5 2700 5022 2950 5024 3450 5024 3650 5026 <br />4460 5026 4680 5028 4700 5030 4740 5032 4940 5032 <br />#Mann= 3 0 0 <br />0 .06 0 1120 .035 0 1370 .06 0 <br />Bank Sta=1120,1370 <br />Exp/Cntr=.3,.1 <br />Chan Stop Cuts=-1 <br />Page 2 <br />