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<br />TABLE 3 <br /> <br />\.. ~) <br />" <br />,I, ~' <br />.1'\/ <br />.\ v 1 \ ,~, <br /> <br />Estimated number <br /> <br />DAMAGE REVIEW. <br /> <br />, .. " }~ <br />/}\j)\ IA,"I !, <br /> <br />of units flooded <br />\ <br /> <br />for various storm frequencies * <br /> <br />\, <br /> <br />Flooded Area 2-Year 5-Year 10-Year 50-Year 100- Y-ear 500-Year <br /> --- <br /> , r <br /> A )>1 JJ' -0- -0- -0- 120 151 163 <br /> r. <br /> B Q (,.,,I_V -0- -0- -0- 98 110 125 <br /> !\,- " <br /> , I.... <br /> C {o"( ",V" -0- -0- -0- 12 14 62 <br /> D ( -0- -0- -0- 50 70 72 <br /> /. . ". ( r f ~-_. <br /> 0"~I.-f ;. <br />* The number of un its were est i mated from aerial photographs and orthophoto mapp i ng <br /> of the study reach. <br /> <br />'\' 'J <br /> <br />:\ <br /> <br />As the table indicates, a large number of proper.ties would be in the floodplain <br />for the larger, less frequent flood events. The infrequency of flooding would, <br />however, implythat~U'age annual d~~j).!LP_9_t~Dtij!J is relatively small. <br />However, fh"e--damages that could be incurred durin<) large floods is very <br />substantial and danger ~o human life would be high where levee syste~s are <br />overtopped and fail and W1en overbank depths exceed 2 feet. \\ <br /> <br />\ 1 \ <br />\ <br />IMPROVEMENT PLAN \ <br />\. <br /> <br />V. <br />VJ <br />\() <br /> <br />.!f\ <br /> <br />~ - - - <br /> <br />;/ <br /> <br />Existing Conditions <br /> <br />, <br />.:,. <br /> <br />A field reconnaissance ~as completed throughout the study reach in order to <br />identify and evaluate pe^manent and temporary 'levees. The areas where major <br />levee systems were identified are described as follows: <br /> <br />1) There is both a permanent and temporary levee system along th~_ nor:..!!!..2.ank of <br />the Colorado River just uQ1i.t.r.ea.JJLQf the Grand Avenue Bridge adjacent to the <br />"Riverside" area. The permanent levee consists of rock filled gabion <br />" -"- -~-->-_.~.._---------._---.---'-- <br />baskets which provice a vertical sloped bank along the river. The levee <br />"extenas-from the Granj Avenue Bridge abutment east approximately ~()OO feet. <br />fIt the present time, there are remains of a temporc,ry levee'which was <br />constructed on top 0" the existing gabion \,all. This levee was built to <br /> <br />6 <br />