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Newmont-Cripple Creek&Victor Gold Mine <br /> Technical Specification No.02776-O.DOCX ■ <br /> Squaw Gulch VLF <br /> Project No.475.0106.006 <br /> April 08,2016 <br /> B. Samples will be taken across the entire width of the roll and shall not include the <br /> first three (3) feet. Unless otherwise stated, samples will be three (3) feet long by <br /> the width of the roll. CQA Monitor will mark the machine direction on the samples <br /> with an arrow. Unless otherwise stated, samples shall be taken at a frequency of <br /> no less than one per one hundred fifty thousand (150,000) square feet. As a <br /> minimum, the following tests will be performed to verify conformance to the <br /> design SPECIFICATIONS with minimum values specified in Section 2776, Article <br /> 2.01.: <br /> PROPERTY TEST METHOD <br /> Thickness(mils)Smooth/Textured ASTM D5199/D5994 <br /> Compound Density(g/cc) ASTM D792(B) <br /> Tensile Strength ASTM D6693 <br /> (both yield and ultimate strength and elongation,as specified) <br /> Carbon Black Content(%) ASTM D4218(2)(3) <br /> 3.12. Placement of Soil or Granular Materials <br /> All soil materials located on top of a geomembrane shall be placed in such a manner as to <br /> ensure: <br /> A. The geomembrane and any underlying geotextile are not damaged. <br /> B. Minimal slippage of the geomembrane on underlying layer occurs. <br /> C. Minimal movement and wrinkling or folding of the underlying geosynthetics layer(s) <br /> occurs. <br /> D. No excess tensile stresses shall occur in the geomembrane, such as by earth moving <br /> equipment making sudden starts, stops, turns. The allowable ground pressure for <br /> equipment shall be prescribed by DESIGN ENGINEER for the material type and layer <br /> thickness as identified in Item 3.06 of Section 2200. <br /> Page 21 <br />