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<br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />the dam embankment, and noted the location of borrow material test pits. This <br />,.' <br />information has been used to evaluate construction quantities in the evaluation of repair <br /> <br /> <br />alternatives, define a typical dam cross-section, and in development of the site <br /> <br /> <br />topography to be used in the final design plans. <br /> <br />I <br /> <br />During the site visits, the dam facing, the upstream toe of the dam, and <br />potential borrow pits were observed and photographed. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Field Investigations <br />1. In late summer 1994, Kumar and Associates performed a subsurface <br />exploration to investigate the existing upstream toe of the dam and to <br />evaluate potential borrow sites for construction materials. A copy of this <br />report dated October 17, 1994 is enclosed in Appendix D. This investigation <br />excavated pits at the toe of the dam and in the lakebed. Materials were <br />logged and sampled, and basic laboratory tests performed to identify and <br />characterize the materials. One primary purpose of the investigation was to <br />investigate if voids or loose soil areas were evident at the toe of the dam, <br />near historic sinkholes along a limited section of the. da":1' The conclusions <br />of this portion of the investigation were that there was no evidence of voids <br />or unusually loose soils below historic sinkhole sites, <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />This investigation also excavated pits in the lake bottom to observe the <br />lakebed soil profile and materials, and evaluate their potential usefulness as a <br />construction material. Material samples were taken for laboratory evaluation. <br />The materials classification ranged from clean sands to silty-clayey sand and <br />very sandy clay. <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />2. In fall of 1996, Kumar and Associates performed a second site exploration to <br />evaluate the depth of the concrete slab cutoff wall constructed at the toe of <br />the concrete slabs and to identify the extent of soils usable for soil cement, <br />A copy of this report dated July 31, 1997 is also enclosed in Appendix D, <br />This investigation excavated fifteen additional pits at the upstream toe of the <br /> <br />20 <br />