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Mary's Mini Mary 1••/ Page 6 of 10 <br /> Our Project Number: LGS080518 <br /> May 30, 2008 <br /> J9 3 Soil Lithology Observed <br /> Generally, the soil encountered in the borings is similar to the soils reported by the San Joaquin <br /> County Soil Survey for the area (USDA, 1992). The table below presents the soil log for the soil <br /> borings. <br /> Table 2 <br /> Soil Boring Log <br /> Depth Interval (ft) Soil Type Unified Soil <br /> Classification <br /> 0-4 Brown gravelly sand with some clay GC <br /> 4-5 Dark brown clayey sand SC <br /> 5-5.5 (auger refusal) Dark brown sandy clay with gravel SC <br /> Table 3 <br /> Soil Boring Log <br /> Depth Interval (ft) Soil Type Unified Soil <br /> Classification <br /> Brown gravelly, cemented sand with <br /> 0-3.5 some clay SC <br /> Table 4 <br /> Soil Boring Log <br /> i <br /> Depth Interval (ft) Soil Type Unified Soil <br /> Classification <br /> 0-4 Brown gravelly sand with some clay GC <br /> 4-5 Dark brown clayey sand SC <br /> 5-5.5' (auger refusal) Dark brown sandy clay with gravel GC <br /> v <br /> 902 Industrial Way•Lodi,CA 95240.209.367.3701 •Fax 209.369.4228 ®1008 Neil 0.Anderson&Associates,Inc <br />