|
Project No.:70-03579.00 BORING NO.
<br /> �1 GaAon' Client: Shell
<br /> BB-61
<br /> Location: Mountain House, Neighborhood B
<br /> G R O UP s E RV I c FS Logged By: C. Pelletier
<br /> Start Date: 5/18/2005 Start Time: 1000 Elevation:N/A
<br /> LOG OF Finish Date:5/18/2005 Finish Time: 1045 Boring Dia.:2"
<br /> SOIL BORING Driller: Gregg 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 /> rn?
<br /> (1)WW W a H 0 UJ D
<br /> ML SANDY SILT
<br /> 21 brown,fine-grained,low density,moist,no odor
<br /> SILTY SAND
<br /> 22 SM brown,fine-grained,low density,moist,no odor
<br /> 23 SANDY SILT-brown,very fine-grained,medium dense,moist to wet,no odor
<br /> SILT
<br /> 1033 24 brown,very compact,dense,moist,no odor
<br /> 1 ML
<br /> 25
<br /> SANDY SILT-brown,fine-grained,damp,no odor
<br /> CLAYEY SILT
<br /> 26 brown,mottled,very dense,hard,damp,no odor
<br /> Q
<br /> 27 SP SAND-dark brown/gray,fine-to medium-grained, medium dense,wet, no odor
<br /> 1041 SILTY SAND
<br /> 28 SM brown,fine-grained,dense,compact,wet,no odor
<br /> SAND
<br /> dark brown/gray,medium-to coarse-grained,sub-rounded,medium dense,wet,no odor
<br /> 29 SP
<br /> 30 SILTY SAND
<br /> SM dark brown,fine-grained,compact,medium dense,wet,no odor
<br /> 31 CLAYEY SILT
<br /> ML brown,very compact,dense,hard,damp,no odor
<br /> 1045
<br /> 32
<br /> EOB at 32 feet bgs.
<br /> Collected groundwater sample at 1055.
<br /> 33--
<br /> 34--
<br /> 35--
<br /> 36--
<br /> 37--
<br /> 38--
<br /> 39--
<br /> Page
<br /> 3343536373839Page 2 of 2
<br />
|