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TABLE 5 <br /> FORWARD LANDFILL <br /> SUMMARY OF GEOTECHNICAL INVESTIGATIONS <br /> Investigation Comments <br /> EMCON (1972) Existing Forward Landfill area. - <br /> 17 borings ranging in depth from 38 to 178 feet. <br /> InSitu Tech (1987) Existing Forward Landfill, WMU E area. <br /> CPT tests to a maximum depth of 50 feet. Locations not <br /> surveyed. <br /> Kleinfelder (1987/88) Existing Austin Road Landfill area. <br /> 9 borings ranging in depth,*=,,60-to 80 feet,., <br /> 2 of the borings were through,refuse and 4 were <br /> completed as monitoring-wells. <br /> Twinings (1991) Existing Austin Road Landfill area, south of creek. <br /> 4 borings to approximately 20 foot depth. Soil borrow <br /> study. <br /> CH2M HILL (1992) Existing Forward Landfill area. <br /> 4 borings ranging in depth from 43 to-,102 feet. <br /> Twinings (1996) Existing Austin Road Landfill area, north of existing landfill. <br /> 8 test its to maximum 10 foot depth. Soil borrow study. <br /> Lewis Engineering Existing Austin Roadlandfill area, south of creek..in <br /> (2000) borrow pit, and Existing Forward Landfill soil stockpile. <br /> 7 test its to maximum depth of 5 feet. Soil borrow study. <br /> Forward Landfill JTD <br /> L:\Allied\2000.193\Reports\finaljtd:Table 5:08/22/01 BRYAN A.STIRRAT 6 ASSOCIATES <br />