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3.22 POROUS SUCTION CUP LYSIMETERS AND PROTECTIVE VAULT BOX <br />A. Install in accordance with Manufacturer's Instructions. <br />B. The CONTRATOR shall test the lysimeters to check that they are functioning <br />properly before the lysimeters are covered with subsequent courses of material. <br />The test results shall be provided to the QA/QC Consultant. <br />C. Place lysimeter leads in protective pipe casing. <br />A. Install in accordance with Manufacturer's Instructions. <br />B. Bollards shall be located such that they protect the top of the leachate riser pipes. <br />3.24 PIPE STAKES <br />A. Install at the locations shown on the Construction Drawings. <br />3.25 PLYWOOD SHEETING <br />A. Install at the locations shown on the Construction Drawings. <br />1] <br />A. Perform all earthwork to the lines and grades as shown on the Construction <br />Drawings and/or established by the DESIGN ENGINEER. Shape, trim, and finish <br />slopes of channels to conform with the lines, grades, and cross sections shown. <br />Make slopes free of all exposed roots and stones exceeding 3 -inch diameter that <br />are loose and liable to fall. Round tops of banks to circular curves, in general, not <br />less than a 6 -foot radius. Rounded surfaces shall be neatly and smoothly trimmed. <br />Neatly blend all new grading into surrounding, existing terrain, and maintain <br />current drainage patterns or modify drainage as shown on the Construction <br />Drawings. Overexcavating and backfilling to the proper grade will not. be <br />acceptable. Finished site grading will be reviewed by the QA/QC <br />CONSULTANT. <br />3.27 TOLERANCES <br />A. Construct material limits within tolerance specified in Section 01410, SURVEYS. <br />3.28 TOPOGRAPHIC SURVEYS <br />A. Refer to Section 01410, SURVEYS, for requirements regarding preconstruction <br />surveys. <br />Forward Landfill WMU FU -06 <br />02300 28 EARTHWORK <br />