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<br /> ----------- <br />I I <br />I Tahle 16 (continuefl) I <br /> Tllhle 17. Boxelner Cr(y~k Flooriway Tah1e. <br />I Water-Surface I <br /> Difference <br /> Elevation in Water- Width Water-Surface Difference <br />I Reference With Without Surface of Floodway (ft) I Elevation in Water- Width <br />Point Location Floodway Floodway Elevation Left* Right* Total Reference With Without Surface of Floodway (ft) <br /> Point Location Floodway Floodway Elevation T..eft* Right* Total <br />I 16 4957.53 4957.24 0.3 110 240 350 I <br /> Vine Drive 19.5 Upstream of 4918.0 4917 .54 0.6 400 23 423 <br />I 17 4957.flO 4957.41 0.4 160 240 400 1-25 <br />18 4957.48 4957.45 0.0 15 15 I 19.6 491B.02 4917 .58 0.4 202 250 <br /> 30 48 <br />I 19 4961.29 4960.51 0.8 40 35 75 I 19.7 4918.12 4917.60 0.5 89 61 150 <br /> 20 4962.29 4962.15 0.1 25 25 50 20 4918.68 491B.17 0.5 88 87 175 <br />I 21 Upstream 4966.32 4965.98 0.3 20 15 35 I 21 4919.34 4919.02 0.3 101 99 200 <br /> Study Limit <br />I 22 4920.36 4920.30 0.1 97 53 150 <br />*Oistance measured from reference line along cross section line looking I 23 4922.53 4922.12 0.4 62 188 250 <br /> upstream. <br />I 24 4922.53 4922.09 0.4 77 63 140 <br /> I <br /> 25 4925.69 4925.69 0.0 139 46 185 <br />I I 26 4926.59 4926.48 0.1 21 159 180 <br /> 27.1 4927.53 4927.26 0.3 60 70 130 <br />I I Colorado <br /> Highway 14 <br /> 27.2 4927.78 4927.59 0.2 70 50 120 <br />I I 28 4929.75 4929.48 0.3 85 115 200 <br />I 29 4930.42 4930.42 0.0 25 160 185 <br /> I 30 4933.67 4933.63 0.0 59 41 100 <br />I I 31 4935.15 4935.10 0.0 86 114 200 <br /> I <br /> 31.1 4935.61 4935.37 0.2 260 70 330 <br />I ! I 32.0 4935.72 4935.50 0.2 260 70 330 <br /> 32.1 4935.98 4935.81 0.2 173 147 320 <br />I I <br /> *Distanoe measured from reference line along cross section line looking <br />I upstream. <br /> I <br /> 43 <br />I 44 <br /> I <br />