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SAMPLING SOIL BORING DMW-7 <br /> Drilling Method Mobile B-61 8" HSA/8" bit <br /> Sampling Method Cal Split Spoon <br /> Date Started 12/14/98 <br /> tia c Date Completed 12/14/98 <br /> o Elevation (Ground Surface) 15 60 ft MSL <br /> E <br /> E Elevation (Top of Casing) 15 25 ft MSL <br /> 0 <br /> Lo R Ln Symbols USCS Description <br /> CL Asphalt'5" <br /> I <br /> 5 Cal 18/12 Dark brown clay with layers of fine sandy silt Hard, damp <br /> SM <br /> 10 Cal 18/10 Silty fine sand with little medium to coarse sand Dense, <br /> i <br /> damp <br /> 0 <br /> v <br /> 15 Cal 18/9 Becomes dark gray fine sand with little silt Dense,damp y W <br /> U <br /> o d <br /> � n <br /> I � <br /> ML. Greenish-gray silt with tract clay Dense,damp I Cu <br /> I <br /> 20 <br /> Cal 18/10 <br /> I <br /> I <br /> 25 Cal 18118 Becomes brown silt with trace clay Medium dense,dampo aai <br /> m <br /> m <br /> 30 <br /> Cal 18/15 Becomes layers of olive-gray fine sand (SP) Damp <br /> v <br /> C <br /> m <br /> 35 <br /> �I <br /> SOIL BORING/DMW-7 <br /> r Former American Forest Products <br /> C-;- DAMES & MOORE Stockton, California <br /> ' ^a+M�s n Moose a wur wMwwy t Wisk1115884Wmw 7_D1 cdr ac 12M Page 1 of 2 <br />