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<br />~ <br /> <br />, <br /> <br />The Phase I design also allowed some of the existing levee fill <br /> <br />I <br />I <br />I <br />I <br />I <br />I', <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I' <br />I <br />I <br /> <br />material to be used <br />fill materiaL Also <br />for maintenance to <br />constructed and that <br />to the levee crests. <br /> <br />in the new levees thus saving costs for <br />included in the design was the provision <br />be performed regularly for improvements <br />maintenance access would be made available <br /> <br />The ci ty and County of Alamosa, Colorado Water Conserva t ion <br />Board, U. S. Army Corps of Engineers, Division of Disaster <br />Emergency Services and other~ reviewed the Phase I Preliminary <br />Design and authorized Muller Engineering to proceed with final <br />design and contract documents. <br /> <br />On August 28, 1986, the City and County accepted bids for <br />construction of the Phase I levee system along East Alamosa <br />between U. S. 160 and the D&RGWRR. The construction contract <br />was awarded to Southway Construction of Alamosa. The Phase I <br />construct ion of the levees, was completed during December of <br />1986. <br /> <br />4,3 ALAMOSA CITY AND COUNTY ACTIONS TAKEN DURING 1987 <br /> <br />During January of 1987, Alamosa City and County authorized <br />Muller Engineering Co. Inc. to proceed with a portion of the <br />Phase II design of the west bank levee system on the Rio Grande <br />from U.S. 160 to the north boundary of Cole Park. <br /> <br />The purpose of the Phase II design was to define anticipated <br />construction costs and address three main problems with the <br />existing levee system - seepage through and instability of the <br />west bank earth levee, erosion protection of the levee face, <br />erosion protection of the levee face, and impacts to the east <br />bank levee (where no work was proposed as part of the Phase II <br />construction) caused by improvements to the right bank levee. <br />Also of major concern is the condition of the Cottonwood trees <br />within Cole Park and how the construction will affect the' life <br />expectancy of those trees. <br /> <br />A major importance to the Phase II design was the geotechnical <br />study by Chen and Associates, the surveying of existing ground <br />conditions by Knapp Engineering and Surveying Services, and an <br />evaluation of the life expectancy of the Cottonwood trees along <br />the levee in Cole Park the Colorado State University Extension <br />Service,. <br /> <br />-20- <br />