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<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 />I <br />I <br />I <br /> <br />Equipment required at the construction site includes four pumps, three <br />small drilling rigs, three compressors, one shotcrete machine, two "hydraulic <br />grout plants, two generators, scaffolding, and miscellaneous hoses, rods and <br />tools. Materials required for construction include cement, sand, gravel, #8 <br />bars and #4 bars. No toxic materials would be used in construction. A staging <br />area would be required near Copeland Lake. Cement and aggregate would b~ mixed <br />dry at the staging area and be lifted to the site in specially designed aluminum <br />containers. Helicopter support will vary but we envision a few flights will be <br />needed almost daily and continuous flying during 20 days. <br /> <br />IX. CONCLUSIONS <br />Based on the data gathered during this investigation and on its analysis <br />the following major conclusions can be drawn: <br /> <br />1. Bluebird Dam is in an advanced degree of deterioration as a result of <br />its severe temperature environment and original poor construction. <br />2. Geologic conditions at the site are favorable for an arch dam. <br />3. Concrete strengths range from high to very low. General concrete <br />quality ranges from excellent to very poor. <br />4. Major loading on the structure is tensional caused by extreme tem- <br />perature conditions. Compressional stresses are low because of the <br />\ <br /> <br />sma 11 dam size. <br />5. A strong IIskeletonll of concrete makes the dam reparable as an arch <br />structure. A coherent load carrying and tension resistant arch can <br />be constructed using a combination of tensioned bolts, reinforced <br />shotcrete, and grout. <br />6. Equipment and manpower requirements for repair are small thus <br />environmental impacts can be kept at a minimum. <br /> <br />-28- <br />