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Project No.:70-03579.00 BORING NO. <br /> �1 GaAon' Client: Shell <br /> BB-48 <br /> Location: Mountain House, Neighborhood B <br /> GROUP sERVICEs Logged By: J.Adler <br /> Start Date: 5/16/2005 Start Time: 1135 Elevation:N/A <br /> LOG OF Finish Date:5/16/2005 Finish Time: 1223 Boring Dia.:2" <br /> SOIL BORING Driller: Gregg Drill Method:Direct Push <br /> Hammer Weight: N/A Drop: N/A <br /> Borehole Completion Data: Fully hydrated bentonite to 3'below grade,native soil to surface <br /> wQ w o - DESCRIPTION <br /> _J> > J Q = 2 <br /> a� 0-0a W w a <br /> Q~ aw Q o n w X00 <br /> �? <br /> (1)WW Q) a�- H CEJ D <br /> CL <br /> GRAVELLY SAND <br /> 21 light brown, 10-20%fine gravel,fine-grained sand, 10-20%medium-grained sand,low plasticity, <br /> low compaction,moist,no hydrocarbon odor <br /> 22 SW <br /> 123 <br /> C SANDY CLAY-light brown 20-30%fine sand moist no hydrocarbon odor <br /> 1203 SAND <br /> 24 light brown,fine,wet,no hydrocarbon odor <br /> SP <br /> 25 <br /> SANDY CLAY <br /> 26 light brown,20-30%fine sand,low to medium plasticity,compact,saturated,no hydrocarbon <br /> odor <br /> 27 <br /> CL <br /> 1210 <br /> 28 <br /> 29 CLAYEY SAND <br /> light brown,30-40%fines,wet,no hydrocarbon odor <br /> 30 <br /> SC <br /> 31-- <br /> 1223 CL SANDY CLAY <br /> 32 light brown 30-40%fine sand compact,caliche moist no hydrocarbon odor <br /> EOB at 32 feet bgs. <br /> Groundwater sampled at 1240. <br /> 33 <br /> _r Groundwater Encountered at 23.25 feet During Drilling. <br /> 34 <br /> 35 <br /> 36 <br /> 37 <br /> 38 <br /> 39 <br /> Page 2 of 2 <br />