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CAM Colorado Loadout <br />#00489 -0002 <br />01/06/12 <br />Huddleston -Berry <br />Degree of Saturation <br />1 per 5,000 yd <br />1 <br />Hydraulic Conductivity <br />ASTM D5084 <br />1 per 20,000 yd <br />1 <br />Specific Gravity' <br />ASTM D854 <br />*See note 1 <br />*See note 1 <br />Line of Optimums2 <br />ASTM D698, <br />ASTM D1557 <br />*See note 2 <br />*See note 2 <br />Specific Gravity will be determined during evaluation of borrow materials. <br />2 Line of Optimums will be determined during evaluation of borrow materials. <br />4) Reporting <br />a) Field compaction /moisture testing results will be reported to <br />contractor in the field. <br />b) Where testing indicates failing results, contractor will be directed <br />to re -work and re- compact materials until passing testing results <br />are obtained. <br />c) Final testing reports will be provided to contractor and client on <br />the Friday of the week after the testing is completed. <br />F. Project Close -Out <br />1) Upon completion of the liner construction, the Project Engineer will provide <br />a comprehensive CQA report to the client. The report will include: <br />a) Discussion of construction materials and methods. <br />b) Summary of materials testing. <br />c) Laboratory testing reports. <br />d) Field testing reports. <br />e) Plot of testing locations. <br />f) Statement by Project Engineer discussing conformance of liner <br />construction with design. <br />Exhibit 20 7 <br />