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<br />Table 3 <br />100-Year Flood Water Surface Elevations <br />with EXisting Levee <br />(No Levee Condition is Restored FIS File) <br /> <br />Cross ~:ection <br /> <br />Computed 100-Year Water Surface <br />Elevations {in feet m.s.l.l <br />With Levee No Levee <br /> <br />33.2 <br />36.0 <br />37.0 <br />38.0 <br />39.0 <br />40.0 <br />41. 0 <br />42.0 <br />43.0 <br />44.0 <br />45.0 <br />46.0 <br />47.0 <br /> <br />5204.59 <br />520!;.57 <br />5205.75 <br />5206.06 <br />5207.63 <br />5209.08 <br />5210.32 <br />5211. 82 <br />5213.48 <br />5214.57 <br />5215.63 <br />5218.37 <br />5219.35 <br /> <br />5204.59 <br />5205.57 <br />5205.75 <br />5206.06 <br />5207.63 <br />5209.08 <br />5210.32 <br />5211. 73 <br />5212.97 <br />5214.13 <br />5215.70 <br />5218.34 <br />5219.34 <br /> <br />on the levee lacked the necessary amount of freeboard. During the <br />100-year flood event, several locations along the levee lacked the <br />necessary freeboard. For the 100'-y,~ar event, the most. upstream <br />point 1dthout adequate freeboard was located near the ju.nction of <br />the or:lginal filtration plant levee with the 1986 extension. This <br />result:; in the levee being considE~red failed at that loca.tion and <br />the en1:ire extension being considered ineffective for the lOO-year <br />flood event. At the 500-year flood event, the levee was almost <br />overtopped in several places. <br /> <br />D,)wnstream from the end of the existing levee, flood\~aters are <br />free to spread south from the Whi.te River toward Rangely. Comparing <br />.the topographic mapping of the area with t:he computed water surface <br />elevations for the 10-, 50-, 100--, and 500-year flood events shows <br />that at about the 50-year flood e,vent, floodwaters will begin to <br />enter ":he developed area of Rangely. Because of the conf iguration <br />of the existing levee, floodwaters (~an back up on the landwa.rd side <br />of the levee at the water surface elevation found at the downstream <br />end of the levee, as no tie-off exi:sts there. For t:he 100-year <br />flood ,~vent, the water surface elevation computed at cross section <br />42 nea:r the north end of the levee 1IIaS 5211.8 feet m.s.l. The 100- <br />year flood water surface elevation computed at seGt:ion 41 was <br /> <br />8 <br />