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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 />Additional work was considered to resolve other problems associated with the <br />rehabllltatlon of the reservoirs. Reservoir No. 6 will flood a portion of the <br />property owned by the United States Bureau of Standards and a dike was <br />considered In this area. Also, repair of the Inlet control structure on the ditch <br />that feeds the two reservoirs and the Installation of a measuring flume on the <br />ditch were also considered. The principal features of each alternative and their <br />costs are summarized as follows. <br /> <br />MISCELLANEOUS ALTERNATIVES <br /> <br />Alternative <br /> <br />Description <br /> <br />Estimated Cost <br /> <br />I. Bureau of Standards dike at Gage Height 43 feet <br />with 3 to I slopes and rip rap protected. <br /> <br />TOTAL CONSTRUCTION COST <br /> <br />$ 297,500 <br /> <br />2. Bureau of Standards dike at Gage Height 43' with <br />10 to I upstream slopes with no rlprap and 3 to I <br />back slopes. <br /> <br />TOTAL CONSTRUCTION COST <br /> <br />$ 194,625 <br /> <br />3. Bureau of Standards dike at Gage Height 37' with <br />3 to I slopes rip rap protected. <br /> <br />TOTAL CONSTRUCTION COST <br /> <br />$ 43,375 <br /> <br />4. Bureau of Standards dike at Gage Height 37' with <br />10 to 1 upstream slopes with no rlprap and <br />3 to I back slopes. <br /> <br />TOTAL CONSTRUCTION COST <br /> <br />$ 18,000 <br /> <br />5. Repair Inlet control structure <br /> <br />TOTAL CONSTRUCTION COST <br /> <br />$ 21,400 <br /> <br />6. Construct concrete measuring flume. <br /> <br />TOTAL CONSTRUCTION COST <br /> <br />$ <br /> <br />8,650 <br /> <br />Iv. <br />