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Project No.:70-03579.00 BORING NO. <br /> �1 GaAon' Client: Shell <br /> BB-22 <br /> Location: Mountain House, Neighborhood B <br /> G R O UP s E RV I c FS Logged By: P. McLaughlin <br /> Start Date: 5/12/2005 Start Time: 0840 Elevation:N/A <br /> LOG OF Finish Date:5/12/2005 Finish Time:0930 Boring Dia.:2.5" <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 w o - DESCRIPTION <br /> _J> > J Q = 2 <br /> a� 0-0a W w a <br /> Q~ aw Q o n w X00 <br /> U) n W W a H o CE J D <br /> 0840 SANDY SILT <br /> ML dark brown,20%fine sand,medium stiff,dry <br /> 1 SILTY SAND <br /> brown,fine sand, loose,dry <br /> 2 <br /> SM <br /> 3-- <br /> 39 0845 <br /> 4 <br /> SAND <br /> light yellow-brown,fine sand,loose,damp <br /> 5 <br /> 6- <br /> 34 0850 <br /> 7 <br /> 7.0 8--SP 9-tan interval from 9-10 feet,trace fine gravel up to 1/4"dia. <br /> 36 0900 <br /> 10 <br /> 10.0 <br /> 11 SAND <br /> light brown,light yellow-brown,fine sand,loose,damp <br /> 12 SM SILTY SAND-brown,fine sand,loose,damp <br /> 36 12.5 0905 SAND <br /> 13 light yellow brown,fine sand,loose,damp <br /> SP <br /> 14 <br /> SILTY SAND <br /> 15 light yellow brown,fine sand,medium dense,damp <br /> SM <br /> 36 15.5 0910 <br /> 16 SAND <br /> light yellow brown,fine sand,loose,damp <br /> 17 becomes moist <br /> 18 SP <br /> 36 118.51 1091512_ <br /> SAND-brown,fine sand,loose,wet <br /> Page 1 of 2 <br />