Laserfiche WebLink
<br />STUDY <br />LIMIT <br />3.0 7+00 <br />4.0 21+00 <br />4.8 21+60 <br />SAN JUAN DRIVE BRIDGE <br />5.2 21+ 77 <br />6.0 22+37 <br />7.0 61+37 <br />7.8 63+ 02 <br />8% STREET BRIDGE <br />8.2 63+40 <br />9.0 64+ 30 <br />.:'.. 10.0 72+40 <br />11.0 82+10 <br />12.0 92+ 10 <br />13.0. 105+ 10 <br />14.0 115+70 <br />15.0 125+60 <br />16.0 142+80 <br /> <br />I <br />1;-. <br />I-~ <br />I <br /> <br /> <br />I. <br /> <br />i <br /> <br />. <br />. <br />. <br />. <br /> <br />.:!: <br /> <br />,e <br /> <br />.. <br /> <br />. <br /> <br />Reference <br />Point <br /> <br />Station <br />(ft.) <br /> <br />0+00 <br /> <br /> TA8LE 7 <br /> FLOODWAY TABLE <br />LAKE FORK OF THE GUNNISON RIVER <br />Streambed 100-Year 100-Year <br />Elevation Discharge Elevation <br />msl cfs msl <br />8583.4 5800 8590. 1 <br />8588.8 8595.4 <br />8592.8 8604.3 <br />8593.0 8604.9 <br />8593.0 8604.9 <br />8593.2 8606.3 <br />8626.3 8634.3 <br />8629.6 8638.9 <br />8629.6 8640.8 <br />8632.0 8643.6 <br />8640.0 8647.3 <br />8646.3 8654.6 <br />8653.0 8660.9 <br />8661. 7 3600 8668.5 <br />8665.2 8671.7 <br />8668.7 8676.2 <br />8676.7 8687.5 <br /> <br />22 <br /> <br />~ <br /> <br />Fl oodway <br />Width <br />ft <br /> <br />Floodway <br />Elevation <br />msl <br /> <br />168 8596.3 <br />81 8604.3 <br />48 8604.9 <br />48 8604.9 <br />125 8606.3 <br />158 8634.3 <br />47 8638.9 <br />48 8640.8 <br />94 8643.7 <br />114 8647.4 <br />94 8654.7 <br />110 8661. 1 <br />116 8668.5 <br />124 8671. 9 <br />61 8676.8 <br />77 8687.8 <br />