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<br /> <br />Forward Landfill WMU FU-23 02535 5 PIPES AND TANKS <br />by the DESIGN ENGINEER. <br /> <br /> B. The EARTHWORK CONTRACTOR shall construct at least one temporary pipe <br />crossing point within the WMU to provide access for necessary construction <br />traffic. These temporary crossing points shall be located by the EARTHWORK <br />CONTRACTOR and shall consist at a minimum of the completed Coarse Gravel <br />and Granular Drainage Material Components, and a minimum of 2.5 feet of <br />Protective Operations Layer extending a minimum of 4 feet from the centerline of <br />the pipe in each direction. <br /> <br />3.9 HDPE TANKS <br /> <br /> A. Care shall be taken during the placement of each tank to not damage the <br />underlying geomembrane within each sump. Damage to the geomembrane <br />incurred during placement of the tanks shall be repaired at the EARTHWORK <br />CONTRACTOR’s sole expense. <br /> <br /> B. Clay earthfill shall be compacted around the HDPE tanks in accordance with <br />Section 02300, EARTHWORK, and as shown on the Construction Drawings. <br />Handheld equipment may be necessary to obtain adequate compaction of the clay <br />earthfill around the tank. <br /> <br /> <br /> <br /> <br />PART 4 MEASUREMENT AND PAYMENT (Refer to Section 01200, MEASUREMENT <br />AND PAYMENT PROCEDURES) <br /> <br /> END OF SECTION