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McDowell&Davis Towing <br /> Subsurface Soil Investigation <br /> All borings were drilled in such a manner as to prevent cross contamination <br /> between strata and terminated with cement. <br /> 2.2 Soil Sampling <br /> All soil sampling equipment was thoroughly steam cleaned before <br /> and between <br /> sampling to prevent cross contamination. Relatively undisturbed soil samples were <br /> taken at intervals of not more than five feet (5') in order to evaluate the subsurface <br /> materials. <br /> The soil samples were taken using a California Modified Split Spoon sampler with <br /> brass liners. The sampler was driven by a 140 pound hammer repeatedly falling 30 <br /> inches drove the sampler. The blow counts necessary to drive the sampler were <br /> recorded for each 6-inch interval to help evaluate the consistencies of the materials. <br /> The laboratory samples did not have head space and were immediately sealed in <br /> their liners using aluminum foil lined plastic caps. The remaining sample was <br /> removed from its liner and used as an aide to the on-site geologist in logging the <br /> material at that depth. <br /> Soil samples were collected at five foot intervals for geological interpretation and <br /> laboratory analysis (1 laboratory soil sample per boring). All soil samples were <br /> delivered, under chain of custody, to an analytical laboratory licensed by the State <br /> of California for hazardous materials work. The samples were analyzed for Total <br /> Petroleum Hydrocarbons (gasoline), MTBE and BTX&E (Benzene, Toluene, <br /> Xylene, and Ethyl Benzene) by method 8020. Bottom hole samples included <br /> analysis for the Oxygenated Compounds by Method 8260. Analyses were <br /> conducted by GeoAnalytical Laboratories, Inc., in Modesto, California. <br /> All rinse water was containerized and stored on site. The drill cuttings were <br /> stockpiled on plastic and are the responsibility of the property owner. <br /> 3.0 SOIL CONDITIONS <br /> 3.1 Site Geology & Stratigraphy <br /> Sands of the Pliestocene Modesto Formation dominate soils geology at the site. <br /> The sands vary in color from red-brown to grey and in USCS classification from <br /> SP — poorly graded to SM — silty sands. The dominant grain size is fine to very <br /> fine-, some units include sparse coarse grains, these units are skip-graded. Sand <br /> grains are angular to sub-rounded; mineralogy is arkosic with numerous grains of <br /> phologopite mica. These characteristics are typical of facies deposited in the <br /> distal portions of the Ancestral Stanislaus River alluvial fan/delta system. <br /> 3 <br />