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Project No.:70-03579.00 BORING NO.
<br /> �1 GaAon' Client: Shell
<br /> BB-6
<br /> Location: Mountain House, Neighborhood B
<br /> GROUP sERVICEs Logged By: J.Adler
<br /> Start Date: 5/10/2005 Start Time: 1410 Elevation:N/A
<br /> LOG OF Finish Date:5/10/2005 Finish Time: 1441 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 w o - DESCRIPTION
<br /> _J> > J < = 2
<br /> a� 0-0a W w a
<br /> Q~ aw Q o n w X00
<br /> U)? rn K to a-- H 0 U J D
<br /> 1410 SANDY SILTY CLAY
<br /> dark brown, 10-20%fine sand,medium plasticity,caliche,rootlets,moist,no hydrocarbon odor
<br /> 1 CL SANDY CLAY
<br /> dark brown,5-15%fine sand,low plasticity,caliche,fractured,damp,no hydrocarbon odor
<br /> 2 CLAYEY SILT
<br /> light brown,trace fine sand,low plasticity,fractured,caliche,damp,no hydrocarbon odor
<br /> 3--
<br /> 1412
<br /> 4 ML moist,no hydrocarbon odor
<br /> 5
<br /> 6 I I I I
<br /> SANDY SILTY CLAY
<br /> 1414 light brown, 10-20%fine sand,fractured,caliche,damp, no hydrocarbon odor
<br /> 7 grades to sandy clay
<br /> SANDY CLAY
<br /> 8 light brown,40-50%very fine sand,low plasticity,caliche,damp,no hydrocarbon odor
<br /> CL
<br /> 9--
<br /> 1420
<br /> 10 grades to sandy silt
<br /> SANDY SILT
<br /> 11 light brown,35-45%fine sand,fractured,damp to moist,no hydrocarbon odor
<br /> ML
<br /> 12 SANDY SILTY CLAY
<br /> light brown, 10-20%fine sand,low plasticity,fractured,damp,no hydrocarbon odor
<br /> 1424
<br /> 13
<br /> 415CL14--
<br /> 15--
<br /> CL
<br /> 1429
<br /> V 16 light brown, 10-20%fine sand,<10%fine gravel,fractured,moist,no hydrocarbon odor
<br /> 17
<br /> SANDY CLAY
<br /> 18 light brown,35-45%fine sand,<10%fine gravel,wet,no hydrocarbon odor
<br /> 1434 20-30%fine sand,no gravel,saturated,no hydrocarbon odor
<br /> 19 SAND
<br /> SP light brown,fine-to medium-grained,wet,no hydrocarbon odor
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