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Project No.:70-03759.00 BORING NO. <br /> �1 GaAon' Client: Shell <br /> BB-168 <br /> Location: Mountain House, Neighborhood B <br /> G R O UP s E RV I c FS Logged By: D. Boone <br /> Start Date: 7/14/2005 Start Time: Elevation:N/A <br /> LOG OF Finish Date:7/14/2005 Finish Time: 1050 Boring Dia.:2" <br /> SOIL BORING Driller: EnProb 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 X w o DESCRIPTION <br /> _J> > J < = 2 <br /> a� 0-0a W w a <br /> Q~ aw Q o n � w �p Q) <br /> �? nX Q) a-- H (D_J D <br /> Top 5 feet advanced by hand auger. <br /> SILT <br /> 1 dark brown,low plasticity,<10%clay,rootlets,no hydrocarbon odor <br /> 1038 <br /> 2 <br /> 3-- <br /> 4-- ML SILT <br /> light brown,low plasticity,trace fine sand,slightly moist,no hydrocarbon odor <br /> 1041 <br /> 5 <br /> SILT <br /> 6 light brown,caliche,manganese oxide staining,dry to damp,no hydrocarbon odor <br /> 7 <br /> 0.0 1046 <br /> $ SILTY SAND <br /> light brown,very fine to fine sand,trace fine gravel,no hydrocarbon odor <br /> 9 <br /> SM <br /> 10 <br /> 11 SANDY SILT <br /> light brown,fine sand,trace fine gravel,no hydrocarbon odor <br /> 0.0 1048 <br /> 12-XML CLAYEY SILT <br /> light brown,low plasticity,no hydrocarbon odor <br /> 13 <br /> SAND <br /> 14SP light brown,fine-grained,low plasticity <br /> SILT <br /> 15 ML SANDY SILT,moist <br /> 0.0 1050 <br /> 16 SILTY SAND <br /> brown,fine-to medium-grained,compact,damp to moist,no odor <br /> 17- <br /> 18-- SM <br /> 19 <br /> 0.0 1050 EOB at 20 feet bgs. <br /> Page 1 of 1 <br /> No Groundwater Encountered During Drilling. <br />