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details for anchoring of the GCL and placement of GCL adjacent to structures embedded in the <br />subgrade are provided in Figure 2. <br />Squeegee (i.e., approximately '/" roadbase fine material) will be placed where needed between the <br />GCL and subgrade to prevent rocks protruding from the subgrade from damaging the GCL. <br />Proposed technical specifications for construction of the engineered liner system are included as <br />Appendix B of the Golder report. Clearing and topsoil removal are not required for the Sego ore <br />stockpile pad, but these specifications will be retained for future use on other similar projects. <br />The remaining information in this Appendix U -2 is from the Golder report, unedited. <br />12 <br />