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Golder Associates Inc. <br />200 Union Boulevard. Suite 500 <br />Lakewood. CO USA 80228 <br />Telephone (303J 9800540 <br />Faz(303J 985-2080 <br />February 8, 1996 <br />Golder Associates Inc. <br />200 Union Blvd. /1500 <br />Lakewood, CO 80228 <br />Attn.: Mr. Terry Mandziak <br />RE: CRFSSON LINER LOAD TESTING <br />Dear Terry, <br />Golder <br />~Associlates <br />Our Ref.: 953-2847.001 <br />The Golder Associates Denver Soils Laboratory (Golder) is pleased to present to you <br />the results of the geosynthetic liner load test that was performed for the Cresson <br />project. The following report contains the results of one static heap overburden loading <br />test of geomembrane and two soil types. The specific sample construction is listed <br />below. All of the materials were supplied to Golder by yourself following trips to the <br />site. <br />1.0 Material Description: <br />Several different soil and geosynthetic materials were used to complete the testing <br />requested. These materials are described by properties and referred to by name for <br />consistency during discussion of the testing procedures. <br />1.1 Soil Materials <br />Two types of soil materials were provided for testing and are listed below: <br />1. Low Volume Solution Collection Fill -Pad No. 3 (LVSCF) <br />2. Area #2 Soil Liner Fill - Sample k TP-21 <br />Each one of these materials required mechanical processing to some degree. The <br />LVSCF was processed by air drying the material and then separating the material by <br />OFFICES IN.4USTRALIA, CANADA. GERMANY. HUNGARY. ITALV, SWEDEN. UNITED KINGDOM. UNITED STATES <br />