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Once refuse is placed in the northern portion of WMU FU -06, an interface liner will be placed on the <br />south facing refuse slope. The interface liner will consist of a GCL overlain by a HDPE <br />geomembrane and a geocomposite drainage net. The interface liner will shingle over the composite <br />liner on the northern WMU FU -06 slope and route leachate to the base of WMU FU -06. <br />1.3 Reference Documents <br />The following reference documents provide background information and support this CQA manual: <br />WMUFU-06 Design and Construction Documents, Forward Landfill, Lewis Engineering, <br />2006. <br />American Society for Testing and Materials (AST* Annual Book of ASTM Standards. <br />Section 4 Construction, Volume 04.02 Concrete and Aggregates. <br />American Society for Testing and Materials (AST* Annual Book of ASTM Standards. <br />Section 4 Construction, Volume 04.08 Soil and Rock; Dimension Stone; <br />GEOSYNTHETICS. <br />American Society for Testing and Materials (ASTAV Annual Book of ASTM Standards. <br />Section 8 Plastics, Volumes 08.01 Plastics (I), 08.02 Plastics (II), and 08.03 Plastics <br />(III). <br />American Association of State Highway and Transportation Officials (AASHTO), <br />Specifications and Volume II Tests. <br />Page 3 <br />