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Project No.:70-03759.00 BORING NO. <br /> �1 GaAon' Client: Shell <br /> BB-165 <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:0832 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 Q = 2 <br /> a� 0-0a W w a <br /> Q~ aw Q 0 n � w �p Q) <br /> rn? nK Q) a-- H 0 UJ D <br /> Top 5 feet advanced by hand auger. <br /> SANDY CLAY <br /> 1 dark brown,low plasticity,20%fine sand,rootlets,slightly moist, no hydrocarbon odor <br /> 2-- <br /> 0815 <br /> 3 <br /> SANDY CLAY <br /> 4 light brown,low to moderate plasticity,30%fine sand,medium pebbles,rootlets,no hydrocarbon <br /> odor <br /> 0820 <br /> 5 <br /> SANDY CLAY <br /> 6 light brown,small pebbles,caliche,slightly moist,no odor <br /> 7 <br /> 0.0 0824 <br /> $ SANDY CLAY <br /> light brown,low to medium plasticity,20%sand, manganese oxide staining <br /> 9-- <br /> 30%sand,rust staining <br /> 10 CL <br /> 11 <br /> 0.0 0825 <br /> 12-XSANDY CLAY <br /> light brown,medium pebbles, manganese oxide staining,rust staining,no odor <br /> 13- <br /> 14-- 40%sand,small pebbles <br /> 15 <br /> 0.0 0830 <br /> 16 SANDY CLAY <br /> light to medium brown,low to medium plasticity,20-30%sand,caliche <br /> 17- <br /> 18-- 30%fine to medium sand <br /> 19 <br /> 0.0 108321 1 EOB at 20 feet bgs. <br /> Page 1 of 1 <br /> No Groundwater Encountered During Drilling. <br />