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Project No.:70-03759.00 BORING NO. <br /> �1 GaAon' Client: Shell <br /> BB-155 <br /> Location: Mountain House, Neighborhood B <br /> GROUP sERVICEs Logged By: J.Adler <br /> Start Date: 7/15/2005 Start Time: Elevation:N/A <br /> LOG OF Finish Date:7/15/2005 Finish Time: 1238 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 o n � w �p Q) <br /> �? nX Q) a-- H (D_J D <br /> Top 5 feet advanced by hand auger. <br /> SANDY CLAY <br /> 1 brown,25-35%fine sand,dry,no hydrocarbon odor <br /> 2-- <br /> 1218 <br /> 3- <br /> 4- <br /> 1222 <br /> 41222 as above,damp,no hydrocarbon odor <br /> 5 <br /> CL <br /> 6 35-45%fine sand,caliche,damp, no hydrocarbon odor <br /> 7 <br /> 0.1 1227 <br /> $ GRAVELLY SANDY CLAY <br /> light brown,low plasticity, 15-25%fine gravel,caliche,rust staining,damp, no hydrocarbon odor <br /> 9 <br /> SANDY CLAY <br /> 10 light brown,low plasticity,40-50%fine sand,caliche,damp, no hydrocarbon odor <br /> CLAYEY SAND <br /> 11 light brown,low plasticity,40-50%fines,fine sand,damp to moist, no hydrocarbon odor <br /> SC <br /> 0.1 1230 <br /> 12 SAND <br /> light brown,low plasticity,fine-grained,damp,no hydrocarbon odor <br /> 13 <br /> SP <br /> 14 <br /> SANDY CLAY <br /> 15 light brown,low plasticity,20-30%fine sand,caliche, rust staining,manganese oxide staining, <br /> damp to moist, no hydrocarbon odor <br /> 0.1 1234 <br /> 16 <br /> 17 <br /> CL <br /> 18 35-45%fine sand,damp to moist,no hydrocarbon odor <br /> 19 <br /> 0.1 112381 1 EOB at 20 feet bgs. <br /> Page 1 of 1 <br /> No Groundwater Encountered During Drilling. <br />