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FIGURE # 1 <br /> <br />High <br /> <br />Excavate Area L to a minimum depth between <br />4 and 5 feet (120,000 CY) <br />Excavate Area K to a minimum depth of 4 feet (7,000CY) <br />Excavate Area C to a minimum depth of 4 feet (27,000 CY) <br />Excavate a channel & sedimentation basin in Area I (2,000CY) <br />Site preparation and disposal Site #1 (25,000 CY) <br />Site preparation and disposal Site #2 (43,560 CY) <br />Site preparation and disposal Site #3 (14,500 CY) <br />Site preparation and disposal Site #4 (5,000CY) <br />Site preparation and disposal Site #5 (22,000 CY) <br />Trucking to Site #1 <br />River diversion <br />Trucking to gravel pits (43,940CY) <br /> <br />$372,000 <br />$21,700 <br />$122,900 <br />$18,800 <br />$32,700 <br />$57,545 <br />$19,315 <br />$6,700 <br />$29,065 <br />$77,500 <br /> $50,000 <br />$276,822 <br /> <br />28% overhead <br /> <br />$1,085,047 <br /> $303,813 <br /> <br />$1,388,860 <br /> <br />This options addresses all of the priority areas to a high level and should <br />create enough bedload storage in Area L to last forty years. An additional <br />disposal site (Site #5) where material from Area C is trucked to is <br />necessitated with this option as well as trucking a portion of the material <br />from Areas L & K away from the immediate lake area; possibly the gravel <br />pits on Highway 169. <br /> <br />f:Xshrdoc\b&z\stever\lakoagda.doc <br /> <br /> <br />