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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 />· The proposed low-level outlet works consists of 300 feet of 48-inch diameter <br />concrete mortar-lined (CML) steel through the embankment portion. The outlet <br />would be controlled by a 48-inch sluice gate, located in a gate chamber, 50-feet <br />downstream of the intake. The 50 feet of CML steel pipe leading into the chamber <br />/- " <br />would be encased in concrete. The remaining 250 feet of:=~eel pipe would be <br />installed using microtunneling technology. Downstream of the embankment, the <br />steel pipe transitions into 1,600 feet of 48-inch reinforced concrete pipe (RCP) and <br />then discharges into a USBR Type VI stilling basin. The water is then conveyed to <br />the existing culvert under Highway 34 by 200 feet of open channel. <br /> <br />Total capital expenses for the recommended alternatives, including construction and <br />construction management services, with 20 percent contingency and design engineering is <br />$1,345,000(rounded) for the outlet system. The maximum allowable loan amount thought the <br />CWCB Construction Fund Loan Program is $1,000,000 at this time, therefore the Company will <br />apply for this amount. After the one percent CWCB fee is imposed, the actual money distributed to <br />the Company would be $990,000 or 73.6 percent of the total capital expenses. Final design is <br />expected to begin in February 2003 with construction beginning in October 2003 and completion by <br />May 2004. <br /> <br />Boyd Lake Dam Outlet System Feasibility Study <br /> <br />IV <br /> <br />1f30VLE <br /> <br />w~. <br />At + . <br /> <br />,/ <br />