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c) Section drawings that depict the limits of excavation, final ground <br /> topography, configuration and geometry of the liner, and locations and <br /> contacts between fill zones of each different material that will comprise the <br /> fill materials between the limits of excavation and the final surface of the <br /> slopes. <br /> d) Geotechnical data such as boring logs and laboratory tests used to <br /> evaluate the subsurface materials and prepare the design. <br /> e) Calculations that were used to develop the material properties for <br /> the seepage and stability analyses. <br /> 0 Calculations that were used to develop the estimate of steady state <br /> leakage into an empty pit and a comparison to the allowable SEO leakage <br /> rate for each cell, and to confirm that the slopes will have acceptable <br /> seepage and stability factors of safety. <br /> g) Descriptions of each type of material that will be used in installation <br /> of the liner and slopes, and any laboratory tests that have been performed <br /> on the materials to be used in installation. <br /> h) Technical specifications for slope and clay liner construction. <br /> These shall include requirements for dewatering and management of <br /> groundwater, excavation, foundation preparation, side slopes for <br /> excavation and fill placement against native materials and previously <br /> placed fill material, description of material that will be acceptable for use in <br /> liner and slope construction, borrow material processing and moisture <br /> conditioning, fill placement and compaction procedures, sequencing <br /> requirements, protection for completed portions of work and required <br /> quality control testing and observation. The degree of compaction shall <br /> not be less than ninety-five percent(95yo) Standard Proctor Maximum Dry <br /> Density. <br /> i) Sources of materials and the material properties of the materials to <br /> be used in construction of the clay liner and slopes. <br /> j) Normal pool elevation for the completed facility. <br /> k) Other pertinent backup information used to prepare the design. <br /> 1) A quality controllquality assurance plan for liner and slope <br /> construction prepared by a Colorado licensed professional engineer shall <br /> be submitted to Owner after acceptance of the design and at least sixty <br /> (60) days before the start of liner and slope construction for review, <br /> Construction Agreement—Zadel(v.4-24-08) <br /> 8 <br />