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<br />- <br /> <br />, <br /> <br />1;-- <br />I:_e <br />I <br />I <br /> <br /> <br />. <br />1.- <br />-:'e <br />I. <br />I <br />, <br />, <br />, <br />. <br />II <br />I <br />. <br />. <br />,e <br />I <br /> <br />,- <br /> <br />-- -,- ----- <br /> TABLE 5 IS <br /> FLOOD ELEVATIONS <br /> LAKE FORK OF GUNNISON RIVER <br /> (Feet above lrean SP.a Level) <br /> 10-Year 50-Year 100-Year 500-Year <br />Reference Station Streambed Fl ood Flood Flood Flood <br />Point (ft) Elevation Elevation Elevation Elevation Elevation <br />STUDY 0+00 8583.4 B588.7 8589.7 8590.1 8591. 4 <br />LIMIT <br />3.0 7+00 858B.8 8594.0 8595.0 8595.4 8596.7 <br />4.0 21+00 8592.8 8602.5 8603.8 8604.3 8605.5 <br />4.8 21+60 8593.0 8603.0 8604.4 8604.9 8606.3 <br />SAN JUAN DRIVE BRIDGE <br />5.2 21+77 8593.0 8603.0 8604.4 8604.9 8606.4 <br />6.0 22+37 8593.2 8603.4 8605.4 8606.3 8609.6 <br />7.0 61+37 8626.3 8632.4 8633.7 8634.3 8635.8 <br />7.8 63+02 8629.6 8635.9 8637.9 8638.9 8642.3 <br />8 1/2 STREET BRIDGE <br />8.~ 63-140 8629.6 8637.3 8639.6 8640.8 8644.7 <br />9.0 64-+30 8632.0 8639.3 8642.2 8643.6 8648.2 <br />10.0 72-+40 8640.0 8645.3 8646.5 8647.3 8650.5 <br />11.0 32+10 8646.3 8652.5 8654.0 8654.6 8656.1 <br />12.0 92+10 8653.0 8659.0 8660.3 8660.9 8663.1 <br />MOUTH OF HE~SO~ CREEK <br />13.0 105+10 8661. 7 8666.8 8667.9 866B.5 8670.4 <br />14.0 115+70 8665.2 8670.3 8671. 3 8671.7 8673.1 <br />15.0 125-+60 8668.7 8675.0 8675.8 8676.2 8677.7 <br />16.0 142-+80 8676.7 8685.3 8687.0 8687.5 8689.3 <br /> <br />Note: The peak flows for this analysis are as follows: <br /> <br />Below the confluence with Henson Creek <br />(Cross sections 3-12) <br /> <br />Above the confluence with Henson Creek <br />(Cross sections 13-16) <br />10-Year 2000 cfs <br />50-Year 3100 cfs <br />100-Year 3600 cfs <br />SOO-Year 5600 cfs <br /> <br />10-Year <br />50-Year <br />100-Year <br />SOO-Year <br /> <br />3000 cfs <br />4800 cfs <br />5800 cfs <br />9500 cfs <br /> <br />20 <br />