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n <br />WMU FU -03, WMU F -West Leachate Impoundment and Desilting Basin <br />Forward Landfill <br />February 2004 <br />Job No. 021605.03 <br />the high normal load (12,000 pounds per square foot (psf)), the test does not satisfy project <br />specifications with shear strength of 2,980-psf or secant angle of 14 degrees versus the <br />specification of 15 degrees. The Design Engineer performed stability analyses with the <br />values obtain from the conformance test and approved the results. The results of the <br />clay/geomembrane interface met the project specifications. A summary of the <br />conformance test results is included in Table 8. Detailed test results including the <br />geomembrane/geotextile interface shear tests are included in Appendix I. <br />Vector Engineering, Inc. - 143E Spring Hill Drive - Grass Valley, CA 95945 - (530) 272-2448 <br />-23- <br />