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J. H. KLEINFELDER & ASSOCIATES <br /> File No. S-1008-35 <br /> 0 May 17, 1985 <br /> Page 3 <br /> 3. Collecting and analyzing existing data on topography, geology, <br /> groundwater,, well lop, and soil types. <br /> 4. Submission of this report which contains the following information: <br /> a. Plot plan and vicinity map showing the approximate <br /> location of the site and test borings drilled for this <br /> study. <br /> b. Logs of Borings. <br /> c. Results of all laboratory tests. <br /> d. Summary of local and regional geology. <br /> e. Permeability characteristics of the underlying formation. <br /> a f. Depth and quality of groundwater. <br /> SITE CONDITIONS <br /> At the time of our field explorations the landfill operations were concentrated in the <br /> southern portion of the site. Existing structures included a maintenance shop, managers <br /> residence, and entrance shed. The central portion of the site had been filled to <br /> approximate elevation 300 feet with up to 65 fest of garbage. A dirt road led down from <br /> the entrance shed to a lower elevation of 280 feet. Based on the results of Boring 2, it <br />