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CC&V Gold Mng . ID : APR 30 ,96 20 :31 No .030 P .06 <br /> April 29, 1996 -3- 943-2847.003 <br /> The Soil Liner Fill from the clay area will be required to be placed at a minimum density <br /> of 95 percent standard maximum dry density according to ASTM D 698, and at a water <br /> content that is tbrce percent dry of optimum to optimum. <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 /> i Johnson, P.E. <br /> Associate <br /> TM/JMJ/tm <br /> !N9W19.111 <br /> cc: Mr. Jolur Hardaway, CC&V <br /> Mr. Jim Komadina, CC&V <br /> Golder Associates <br />