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VALCO, INC. - LAMAR, COLORADO <br />COMPARISON OF FLOOD ELEVATIONS <br />TABLE 1 <br />CROSS ACCUM. FEMA / <br />SECTION DISTANCE CONDITION 1 CONDITION 2 <br />NO. FLOOD 1 "BASELINE" "W /REA T" <br />(FT) ELEVATION ELEVATION ELEVATION <br />1 0 3609.5 <br />2 � 600 3609.50 3609.50 <br />3 3610.1 3609.95 3609.95 <br />1000 3610.5 3610.13 <br />3610.13 <br />4 1400 3610.8 <br />5 1800• 3610.36 3610.36 <br />3611.0 3610.57 <br />6 2180 3611.3 3611.30 5 3611.4 3611.30 <br />2290 3611.30 <br />2290 3611.10 3611.17 <br />8 24 <br />9 3611.2 3611.76 <br />2860 3611.6 3611.77 <br />.- 10 32 3611.58 3611.67 <br />60 3611.7 <br />11 3620 3612.08 3612.09 <br />12 3612.2 3612.51 3612.43 <br />3940 3612.6 3612.50 <br />14 4060 3612.9 ' 3612.23 3612.22 <br />4140 3613.0 3614.12 3614.23 <br />16 4325 .12 3614.33 <br />17 3616.0 3616.23 3616.34 <br />4725 3616.5 3616.39 <br />' 3616.49 <br />18 5125 3616.6 3616.45 3616.54 <br />19 5525 <br />3616.9 <br />20 5925 3616.52 3616.61 <br />3617.2 3616.66 3616.75 <br />NOTES: 1. RE: " Flood Insurance Study, City of Lamar, Colorado ", FEMA, <br />May 17, 1982 <br />2. WRC Inc. analysis using same mapping as Ref. 1, but with additional <br />(11) cross - sections. <br />3. WRC Inc. analysis with the proposed river realignment. <br />4. US 50 bridge <br />5. AT & SF RR bridge <br />