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<br />Summary of Results <br /> <br />12 <br /> <br />. <br /> <br />LakuLaDdins <br />CoIUItructioac.:-titiou <br />~137000.000 <br /> <br /> "OS <br /> .780 <br /> "" <br />] "'" <br />~ <br /> "., <br /> ",. <br /> .'" <br /> un <br /> <br />4768.8' <br /> <br /> <br /> <br />,.,35 <br /> <br />,....,. <br />"""~ <br /> <br />,.,,,,, <br /> <br />""-'II <br /> <br />Figure 9. Construction Conditions at Cross Section 137000 <br /> <br />Lalwl..rding <br />CoIUtructioD~ <br />~1371(1Um <br /> <br /> "OS <br />. .,'" <br /> "" <br />] ."" <br />~ <br />. <br /> ."" <br /> .780 <br /> .'" <br /> un <br /> <br />4769.3' <br /> <br />"'." <br /> <br />,....., <br />"""'~ <br /> <br />"""" <br /> <br />""'J11 <br /> <br />Figure 1 O. Construction Conditions at Cross Section 137100 <br /> <br />local regulations. <br /> <br />. <br /> <br />The hydraulic analyses of this report started off with a brief introduction to the existing FIS <br />data and how Laku Landing and surrounding properties were modeled by Simons Li & Associates <br />and Baker Engineers. ThE, cross section which intersects the proposed lake area (#139690) Was <br />then examined for existing conditions, and a new roughness coefficient was calculated based on the <br />roughness of the proposed water surface in comparison with that of the existing ground. <br />