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Project No.:70-03579.00 BORING NO. <br /> �1 GaAon' Client: Shell <br /> BB-41 <br /> Location: Mountain House, Neighborhood B <br /> G R O UP s E RV I c FS Logged By: P. McLaughlin <br /> Start Date: 5/13/2005 Start Time: 1115 Elevation:N/A <br /> LOG OF Finish Date:5/13/2005 Finish Time: 1200 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 /> �? <br /> (1)WW Q) a-- H 0 CEJ D <br /> 1115 CLAYEY SILT <br /> dark brown,stiff,dry <br /> 1 <br /> ML <br /> 2 <br /> SANDY SILT <br /> 3 brown stiff,dam <br /> SAND <br /> 39 1120 light yellowish brown,fine-grained,loose,damp <br /> 4 <br /> SP <br /> 5 <br /> 6 <br /> 33 6.5 1125 SAND <br /> 7 light yellow brown,fine-to coarse-grained,trace fine gravel up 1/4"dia.,loose,damp <br /> 8 driller reported void space at 7 to 9 feet <br /> 9 <br /> SW <br /> SAND <br /> 10 o tan,fine-to coarse-grained,with 20%fine to coarse gravel up to 1"dia.,loose,damp <br /> 26 10.5 1130 <br /> 11 <br /> 12 <br /> SAND <br /> light yellow brown,fine-grained,loose,damp <br /> 13 <br /> 14 SP <br /> 14.5 1135 <br /> 15 <br /> 16 SAND <br /> light yellow brown,fine-to coarse-grained,trace fine gravel(5-12%)up to 1/4"dia.,loose,damp <br /> 17- <br /> 17.5 1140 SW <br /> 18- <br /> 19- <br /> becomes <br /> 819becomes fine-to coarse-grained <br /> Page 1 of 2 <br />