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<br />WSE or EG* <br />100-yr Energy Floodway Energy <br />Grade Elev. (ft.) Grade Elev. (ft.) <br /> <br />Surface Elevation (ft.) <br /> <br />Flood Water <br /> <br />Flood Discharge (cfs <br /> <br />Cross <br />Section/Station <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />----- <br />----- <br />----- <br />----- <br />----- <br />5361.9 <br />5364.1 <br />----- <br />----- <br />5371.1 <br />Table 7b <br /> <br />----- <br />----- <br />----- <br />5361 .2 <br />5363.6 <br />----- <br />----- <br />5370.4 <br /> <br />5340.1 <br />5340.3 <br />5346.3 <br />5353.0 <br />5356.9 <br /> <br />----- <br /> <br /> <br />5366.3 <br />5369.4 <br /> <br />Floodwav Data (0.5-ft ncrease In <br />Floodway Width J!!:.L Floodway Water <br />Left Right Total Surface Elev. (ft.) <br />40 705 <br />o <br />66 <br />103 <br />100 <br />68 <br />63 <br />o <br />461 <br />o <br /> <br />745 <br />o <br />350 <br />1197 <br />1150 <br />138 <br />187 <br />o <br />855 <br />o <br /> <br />o <br />284 <br />1094 <br />1050 <br />70 <br />124 <br />o <br />394 <br />o <br /> <br />500-yr <br />5339.7 <br />5340.1 <br />5345.9 <br />5352.7 <br />5356.6 <br />5359.8 <br />5363.9 <br />5366.5 <br />5369.3 <br />5370.0 <br /> <br />1 OO-yr <br />5339.4 <br />5339.8 <br />5345.7 <br />5352.6 <br />5356.5 <br />5359.4 <br />5363.2 <br />5366.0 <br />5369.0 <br />5369.8 <br /> <br />50-yr <br />5338.5 <br />5339.0 <br />5345.1 <br />5352.1 <br />5354.9 <br />5358.8 <br />5360.9 <br />5364.0 <br />5368.2 <br />5368.8 <br /> <br />10-yr <br />5336.1 <br />5337.1 <br />5343.8 <br />5351 .3 <br />5353.3 <br />5355.7 <br />5357.8 <br />5360.3 <br />5364.0 <br />5365.3 <br /> <br />500-yr <br />10631 <br />10631 <br />1 0631 <br />10631 <br />10989 <br />10989 <br />10989 <br />10989 <br />10989 <br />10989 <br /> <br />100-yr <br />8938 <br />8938 <br />8938 <br />8938 <br />9180 <br />9180 <br />9180 <br />9180 <br />9180 <br />9180 <br /> <br />50-yr <br />4773 <br />4773 <br />4773 <br />4773 <br />4773 <br />4773 <br />4773 <br />4773 <br />4773 <br />4773 <br /> <br />1 O-yr <br />1103 <br />1103 <br />1103 <br />1103 <br />1103 <br />1103 <br />1103 <br />1103 <br />1103 <br />1103 <br /> <br />194682 <br />194930 <br />195864 <br />196883 <br />197564 <br />198290 <br />198839 <br />199545 <br />200013 <br />200249 <br /> <br />Location <br /> <br />26th Avenue <br /> <br />Colorado Highway 36 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />rise could not be achieved <br /> <br />oodway water surface <br /> <br />f <br /> <br />the <br /> <br />mits when <br /> <br />floodway <br /> <br />Energy Grade Elevation was used to determine <br /> <br />* <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Project No: AO-029.001 <br />Date: May 2002 <br /> <br />c: ~~~..., <br /> <br />Water <br />1I1l01lltltl1S, tIel <br /> <br />Mclaughlin <br /> <br />Floodplain and Floodway <br />Data <br /> <br />Creek <br /> <br />Comanche Creek and Wolf <br />Floodplain Study <br /> <br />Adams County, Colorado <br /> <br />I <br /> <br />I <br /> <br />I <br />