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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE B-1 <br />(Continued) <br /> <br /> Floodplain Data Floodway Data 10- Year Data 50-Year Data <br /> 100-Year Floodplain 100-Year Floodway FIoodway Floodway!' Floodway!' Floodway <br />Cross Stream 100-Year Water Top Channel Water Top Width Width Channel Water Water <br />Section Thalweg Discharge Surface Width Velocity Surface Width Left Right Velocity Discharge Surface Discharge Surface <br />Number Station!! Elevation (cis) Elevation (It) (ltIsec) Elevation (It) (It) (It) (ltIsec) (cls) Elevation (cis) Elevation <br />RANGEVIEW GULCH (continued) <br />130 58+90 5429.4 390 5438.9 311 0.3 5438.9 245 148 97 0.3 140 5438.3 310 5438.7 <br />135 63+15 5436.2 390 5438.9 128 1.4 5438.9 102 46 56 1.4 140 5438.3 310 5438.7 <br />140 67+25 5452.1 260 5454.3 42 5.9 FLOODWAY IN CHANNEL 90 5453.6 180 5454.0 <br />145 71+30 5460.4 190 5461.5 175 1.8, . 70 5461.1 140 5461.4 <br />150 73+40 5460,5 190 5461.9 154 1.0 . 70 5461.4 140 5461.8 <br />160 74+85 5468.1 190 5468.6 162 3.5 5468.6 124 13 111 3.7 70 5468.4 140 5468.5 <br />170 75+20 5462.6 190 5468.8 188 0.5 5468.8 97 52 45 0.5 70 5468.5 140 5468.7 <br />175 78+20 5469.5 100 5470,6 37 4.6 5470.6 32 18 14 4.7 40 5470.2 70 5470.4 <br />180 82+60 5482.4 50 5483.3 57 2.6 FLOODWAY IN CHANNEL 20 5483.1 35 5483.2 <br />185 84+80 5488.0 50 5489.1 30 3.0 . 20 5488.8 35 5489.0 <br />E Stationing based on distance in feet upstream of confluence (Beginning station at confluence w~h Lee Gulch is 10+00) <br />!! Measured from stationing line looking downstream. <br />!! Total discharge is 950 cfs. Reduction due to overflow between cross sections 3.0 and 3.8. <br />~ Floodway based on no overflow between cross sections 3.0 and 3.8. <br />