Laserfiche WebLink
<br /> Page 2 <br />will be constructed on the WMU FU-23 base. Leachate is directed towards two lined sumps with <br />temporary tanks on the east side of the WMU. Leachate will be pumped and removed from the tanks. <br /> <br />Side slope liners will be constructed on the southern slope. The side slope liners consist of a <br />geosynthetic clay liner (GCL) overlain by a 60-mil, single-sided textured, HDPE geomembrane, and <br />a single-sided geocomposite drainage net (GDN). <br /> <br />1.3 Reference Documents <br /> <br />The following reference documents provide background information and support this CQA manual: <br /> <br />WMU FU-23 Design and Construction Documents, Forward Landfill, Lewis Engineering, <br />April 2019. <br />American Society for Testing and Materials (ASTM) Annual Book of ASTM Standards. <br />Section 4 Construction, Volume 04.02 Concrete and Aggregates. <br />American Society for Testing and Materials (ASTM) 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 (ASTM) 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.