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<br />~::I:: <br />:G~ <br />"TjO <br />g ~ Table 2. Comparison of Proposed Condition and Duplicate Effective tOO-Year Water Surface Elevations for the Cache la Poudre River. <br />g ~ <br />;I>~ <br />8::b:i <br />-.... <br />..... _. <br />cr~ <br />::s CD <br />a:;d <br />S.g <br />g>- <br />S g <br />as <br />o.s <br />::s ..... <br />~ <br />Q.. <br />~ <br />~ <br />~ <br />~ <br />.[ <br />... <br />o <br />Cii <br />S <br />CD <br /> <br />I~ <br />t"'" <br />o <br />~ <br />;I> <br />"C <br />'2. <br />o. <br />a <br />o. <br />::s <br /> <br />"'ti <br /><ffl <br />CD <br />.J>., <br />o <br />..... <br />0'1 <br /> <br /> <br /> <br />AE 182,663 182,663 4837.1 4837.1 0.0 <br /> 183,254 4837.3 b 4837.6 +0.3 <br /> 183,656 4837.4 b 4837.9 +0.5 D/S of Proposed Hannony <br /> Road Brid e <br />AF 183,668 4837.4 nla C nla <br /> 183,718 4839.8 nlac nla D/S Face of Existing Hannony <br /> Road Brid e <br /> 183,748 4841.5 nla C nla VIS Face of Existing Harmony <br /> Road Brid e <br />AG 183,798 4841.8 nlac nla <br /> 183,850 4841.9 b 4839.9 -2.0 VIS of Proposed Hannony <br /> Road Brid e <br /> 184,238 4842.4 b 4840.7 -1.7 <br />AH 184,723 184,737 4843.1 4841.0 -2.1 <br /> 185,227 4843.4 b 4841.5 -1.9 <br />AI 185,953 185,963 4843.9 4842.0 -1.9 <br />AJ 187,118 187,158 4844.9 4842.3 -2.6 <br />AK 188,678 188,740 4846.7 4846.8 +0.1 <br />a Difference = Proposed Condition WSEL - Duplicate Effective WSEL <br />b Interpolated Value <br />C Interpolating this water surface elevation may not be representative since this would require interpolating across the proposed Harmony Road Bridge. <br />