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<br />I <br /> <br />I <br /> <br />maintenance level improvements which have been <br /> <br />the <br /> <br />n addition <br /> <br />crossings <br /> <br />Cole Boulevard and Eldridge <br /> <br />'-70 <br /> <br />The drainage structures under <br /> <br />year flow. <br /> <br />I <br /> <br />from <br /> <br />constructed have helped stabilize the channel eliminating severe damages <br /> <br />and Cole Boulevard downstream are all sized with adequate capacity for <br /> <br />Street; <br /> <br />reach have not significantly <br /> <br />the improvements done in this <br /> <br />al <br /> <br />However, <br /> <br />erosion <br /> <br />Adequate erosion protection has been <br /> <br />overtopping <br /> <br />provided in the channel at most <br /> <br />1 DO-year flows without <br /> <br />the <br /> <br />I <br /> <br />residential properties <br /> <br />to <br /> <br />the damage potential <br /> <br />enlarged the channel capacity and <br /> <br />locations <br /> <br />is quite <br /> <br />Y oungfield Street <br /> <br />The concrete box culvert under <br /> <br />relatively high <br /> <br />is sti <br /> <br />I <br /> <br />causes a backwater <br /> <br />road embankment <br /> <br />undersized and, because of the high <br /> <br />serve <br /> <br />West <br /> <br />Denver <br /> <br />portion of <br /> <br />the lower <br /> <br />n <br /> <br />three small detention ponds <br /> <br />The <br /> <br />during greater than about the 50-year flood <br /> <br />effect and overtopping of the street <br /> <br />accumulation <br /> <br />Sediment <br /> <br />the development. <br /> <br />from <br /> <br />runoff <br /> <br />to contain local <br /> <br />primarily <br /> <br />I <br /> <br />removal <br /> <br />requiring periodic <br /> <br />the ponds is a continuing maintenance concern <br /> <br />n <br /> <br />I <br /> <br />11-12 <br /> <br />Sheets <br /> <br />+60 <br /> <br />191 <br /> <br />63+55 to <br /> <br />Sta <br /> <br />L-1 <br /> <br />reach are expected to be <br /> <br />Damages In this <br /> <br />owners <br /> <br />West <br /> <br />and disposal by Denver <br /> <br />mostly of debris cleanup and removal <br /> <br />minor and consist <br /> <br />I <br /> <br />through single-family <br /> <br />Youngfield Street the channel continues <br /> <br />Downstream of <br /> <br />L-2 <br /> <br />I <br /> <br />mostly unimproved, although <br /> <br />reach is <br /> <br />this <br /> <br />The channel in <br /> <br />residential property <br /> <br />1 0-11 <br /> <br />Sheets <br /> <br />191 +60 to 223+00 <br /> <br />Sta. <br /> <br />this <br /> <br />n <br /> <br />own <br /> <br />several property owners have attempted improvements of their <br /> <br />I <br /> <br />near <br /> <br />directly in or <br /> <br />several homes lie either <br /> <br />upstream <br /> <br />just <br /> <br />reach, as in Reach L-2 <br /> <br />reach <br /> <br />of this <br /> <br />the upstream limit <br /> <br />Pond is <br /> <br />West <br /> <br />Denver <br /> <br />of the lower <br /> <br />The outlet <br /> <br />floodplain is contained between <br /> <br />The <br /> <br />floodplain <br /> <br />100-year <br /> <br />limits of the <br /> <br />the <br /> <br />the <br /> <br />Gulch crosses <br /> <br />Lena <br /> <br />the pond <br /> <br />of <br /> <br />downstream <br /> <br />feet <br /> <br />Approximately 250 <br /> <br />I <br /> <br />The previous <br /> <br />the drainageway <br /> <br />to <br /> <br />mmediately adjacent <br /> <br />properties which are <br /> <br />the Agricultural <br /> <br />Welch Ditch in Reach L-4 <br /> <br />the <br /> <br />Like <br /> <br />rrigation Ditch <br /> <br />Agricultural <br /> <br />I <br /> <br />culvert at 20th Avenue was undersized and had a history of flooding problems <br /> <br />The <br /> <br />Ditch crosses over the Lena Gulch channel in a rectangular concrete flume <br /> <br />have <br /> <br />residential properties located just upstream of 20th Avenue on the east <br /> <br />Two <br /> <br />O-year flows without <br /> <br />1 <br /> <br />less than the <br /> <br />flume only has capacity for <br /> <br />opening under the <br /> <br />I <br /> <br />1992) <br /> <br />(November, <br /> <br />completed <br /> <br />recently <br /> <br />A <br /> <br />damaged <br /> <br />been <br /> <br />repeatedly <br /> <br />flume. <br /> <br />overtopping the <br /> <br />flooding problems <br /> <br />help to alleviate the <br /> <br />structure at 20th Avenue wi <br /> <br />replacement <br /> <br />I <br /> <br />were associated with the previous undersized culvert. The enlarged opening <br /> <br />that <br /> <br />the Lena GUlch channel enters a single- <br /> <br />Downstream of the Agricultural Ditch <br /> <br />edge of the <br /> <br />the southeast <br /> <br />floodwall along <br /> <br />the concrete <br /> <br />area combined with <br /> <br />reach only has <br /> <br />this <br /> <br />through <br /> <br />The channel <br /> <br />residential development <br /> <br />family <br /> <br />I <br /> <br />20th <br /> <br />upstream of <br /> <br />just <br /> <br />property damage <br /> <br />for <br /> <br />the potential <br /> <br />reduce <br /> <br />drainageway <br /> <br />the drainageway <br /> <br />about the 2-year flow. Several homes adjacent to <br /> <br />capacity for <br /> <br />I <br /> <br />Avenue <br /> <br />Past <br /> <br />100-year floodplain <br /> <br />near the edge of the <br /> <br />directly In, or <br /> <br />are located either <br /> <br />7 <br /> <br />Alkire Court. and Arbutus Street <br /> <br />those <br /> <br />which previously existed at <br /> <br />Alkire Street, <br /> <br />the constrictions <br /> <br />removal of the culvert crossings at <br /> <br />mostly eliminated <br /> <br />have <br /> <br />I <br /> <br />I <br />I <br />