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February 9, 1996 -2- 943-2847.OOI <br />presented. Using the strength parameters measured for the 100 mil textured LLDPE in the <br />critical stability section, a static and pseudo-static Factor of Safety (FOS) of 1.6 and 1.1 <br />were calculated, respectively. Stability output files area presented in Attachment C. <br />Therefore, based on the liner load and interface shear strength test results presented above, <br />Golder recommends that the 100 mil textured LLDPE geomembrane is suitable for the <br />Cresson Project, when used in the Low Volume Solution Collection Fill / 100 mil textured <br />LLDPE /Area No. 2 Soil Liner Fill configuration. <br />Golder appreciates the ongoing opportunity to provide engineering services for the Cresson <br />Project. Please contact the undersigned with any questions. <br />Sincerely, <br />GOLDER ASSOCIATES INC. <br />Terry Mandziak <br />Project Engineer <br />~~~ <br />James M. Johnson, P. . <br />Associate <br />TM/JMJ/tm <br />:8a]U!06.1~3 <br />cc: Mr. John Hardaway, CC&V <br />Mr. Jim Komadina, CC&V <br />Golder Associates <br />