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Revision A <br />B. Cushion Material: <br />. L`O72I74SO4WORFPADLL \ tRDLS IIJANOSAPP R- TFCIISPFCS02205 -SCR. MAYS DOC <br />SECTION 02205 <br />SOIL MATERIALS <br />PART 1: GENERAL <br />1.01 SECTION INCLUDES <br />A. Related Sections <br />B. References <br />C. Soil Materials <br />1.02 RELATED SECTIONS <br />A. Section 02110 - Site Clearing and Stripping <br />B. Section 02211 - Rough Grading <br />C. Section 02223 - Filling <br />1.03 REFERENCES <br />A. ASTM D 422 - Test Method for Particle -Size Analysis of Soils. <br />B. ASTM D 4318 - Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of <br />Soils. <br />PART 2: PRODUCTS <br />2.01 SOIL MATERIALS <br />A. Soil materials shall be free of brush, roots, sod, or other deleterious or unsuitable <br />materials. The Contractor shall provide all necessary labor and equipment to remove <br />such materials from borrow and/or fill areas. The suitability of all fill materials <br />intended for use in the Work shall be subject to approval by the Owner. <br />This material, consisting of coarse - grained granular soils either produced from <br />crushed and screened on -site mine waste or imported materials, shall be placed over <br />the geocomposite clay liner (GCL) to provide protection of the GCL from the <br />operation of equipment. The Cushion Material shall consist of granular materials <br />with the following gradation specification, or an approved equivalent: <br />02205 -1 January 2008 <br />