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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 />1 <br />I <br />I <br />I <br />I' <br />I <br /> <br />CENTRAL CITY MASTER DRAINAGE STUDY <br /> <br />36 <br /> <br />SECTION 8. PRIORITIES <br /> <br />Table 8.1 lists priorities for sequencing construction. They are <br />listed from the most urgent (number 1) to least urgent (number <br />11). Prioritization is based on which construction potentially <br />will prevent the most flood damage. It should be noted that <br />priority 11 will replace existing cribbing that is failing. This <br />cribbing supports the main road into Central City. <br /> <br />Table 8.1. Drainage Improvement priorities. <br /> <br />Priority <br /> 1 <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br />, 11 <br /> <br />Improvement <br />Dorothy Lee Detention Pond <br /> <br />Opera House Flume Inlet Improvements <br /> <br />Nevada Gulch Flume Inlet Improvements <br /> <br />Miscellaneous Construction <br /> <br />High Street Rundowns and Register <br />Alley Drain <br /> <br />County Road Drain and Pipe <br /> <br />Spring, Roworth and Nevada Street Inlets <br /> <br />Nevada and Spring Gulch <br />Tailing and Slope Stabilization <br /> <br />Prosser Loop pipe Replacements <br /> <br />MacFarlane Foundry Flume Replacement <br /> <br />Gregory Gulch/Lawrence Street <br />Cribbing <br /> <br /> Cost <br />Estimate <br />$ 88,100 <br />$ 23,800 <br />$ 12,200 <br />$ 29,400 <br />$ 94,000 <br />$ 40,700 <br />$ 43,100 <br />$221,900(1) <br />$ 51,000 <br />$ 65,700 <br />$ 71,800 <br /> <br />(1) potentially funded by U.S. Environmental Protection Agency <br />Superfund (see Section 9) <br /> <br />~ <br /> <br />A <br /> <br />HydroDynamics Incorporated <br />