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Water Supply Reserve Account - Grant Application Form <br />Form Revised May 2007 <br />Continental is located in Hinsdale County, on a tributary of the Rio Grande, in the San Juan Mountains of southeastern <br />Colorado. Built in 1926, at an altitude of 10,000 feet, Continental can be located on the Slumgullion Pass USGS quad <br />topographical map, in Hindsdale County. Santa Maria is located iii Mineral County, on a tributar-v of the Rio Grande, in <br />the San Juan Mountanis of Colorado at an elevation of 9,500 feet. The Reseivoir was constructed m 1910 and is operated <br />in conjunction with the Continental (Attaclunent A). <br />Other Relevant Issues: (none) <br />TABOR issues: There are none involved. <br />Please surninarize the proposed scope of work. Please refer to Part 2 of the Criteria and Guidance document for <br />detailed requirements. On the following page there is an eiarnple format for the Scope of Work. You can use <br />the example format or your own format, provided that comparable information is included. <br />The scope of work should outline by task how the water activity will be accomplished. It is nnportant that the <br />scope of work detail the specific steps, activities/procedures that will be followed to accomplish the water activity <br />and the specific products/deliverables that will be accomplished. The scope of work should include but not be <br />limited to: task description. key personnel, budget, schedule and deliverables and the final report/project <br />documentation upon completion of the water activity. <br />SCOPE OF WORK <br />SMR conducted a thorough bidding process to identify the best engineering and scientific contractor for the <br />studies proposed in this Project. Following are the three segments of the Scope of Work for (I) Continental, <br />(11) the conveyance system, and for (111) the Santa Maria. This information is summarized in a table which <br />follows this discussion. <br />L Continental Reservoir: <br />I. Perform hydrologic study to determine required spillway size. Determine hydrologic/hydraulic adequacy <br />of spillway, according to State's regulations, so as to lift current restrictions. In addition, complete an <br />analysis and identifS- any additional shortcomings of the water deliver-- and reservoir system, and make <br />recornrnendations to address anv such matters. Consult with Client regarding these recommendations to <br />determine if fturther engineering needs to be completed to mitigate these matters. <br />2. Confirm and specifi- how- repairing the spillway, and any other identified issues, will meet the State <br />Engineer's requirements, including, but not limited to, passing the PMF. <br />3. Upon determination of existing spillway adequacy, prepare plans and specifications for an adequate <br />spillway, and prepare cost estimates for completing this work with an accuracy of plus & minus 10%. <br />4. Conduct an evaluation of the seepage migration through highly fractured abutment rocks, study <br />stratification in the dam shell and effects of weathering on the embanlanent. <br />5. Prepare plans and specifications to reduce/eliminate seepage problem, and if appropriate, establish <br />monitoring plan for seepage rates and piezometer levels, develop an emergency action plan that meets the <br />21