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the temporary south slope because the southern edge of WMU FU-10 will eventually be connected <br /> with the northern edge of WMU D-02. <br /> A portion of the northern WMU FU-10 slope is at an approximately 5:1 (horizontal to vertical)grade <br /> and is underlain by the former Austin Road Landfill. To provide support for the side slope liner, an <br /> approximately 4 to 5-ft thickness of subgrade fill (1-ft of subgrade fill was previously placed as <br /> intermediate cover over the former Austin Road Landfill) will be placed and compacted over the <br /> portion of the former Austin Road Landfill that underlies WMU FU-10. <br /> The northern boundary of WMU FU-10 will be connected to WMU FU-08 North. Leachate from the <br /> portion of WMU FU-08 North that connects to WMU FU-10 will drain to the base of WMU FU-10 <br /> and will be collected in the sumps. <br /> WMU FU-10 1-2 <br />