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. using a CME 45-B, wck mounted drill rig «~th continuous flight auger to depths of approximately 18 to 28 feet. <br />Samples were taken «~th a standard split spoon sampler, thin wall Shelby tubes and by bulk methods. Logs <br />describing the subsurface conditions are presented in the attached figures. <br />An additional 3 site observations were made by gcotcchnical personnel on 8-14-97, 8-19-97 and 9-10-97. These <br />three site observations were for purposes of mapping the surface soils, determining subsurface drainage <br />conditions and analyzing possible methods of pond and embankment reconstruction. <br />The following laboratory tests were performed on representative soil samples to determine their relative <br />engineering properties. <br />ASTM D-2487 Soil Classification <br />ASTM D-2435 Onc Dimens ~-,al Consolidation <br />ASTM D-4546 One Dimcr aI Swell or Settlement Potential for Cohesive Soils <br />ASTM D-3080 Direct Shca _reneth, Cd <br />ASTM D-2937 In-Place Soiivcnsity <br />ASTM D-2216 Moisture Content of Soi( <br />Soil Permeability (Falling Hcad Method) <br />• Tests were performed in accordance ~iZth test methods of the American Society for Testing and Materials or other <br />accepted standards. The results of our laboratory tests arc included in this report. The in-place soil density, <br />moisture content and the standard penetration test values arc presented on the attached drilling logs. <br />• <br />