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' Project No.:70-05628.00 BORING NO. <br /> Client: RE Service Company <br /> Clayton Location: Lodi,California SB-3 <br /> C•� CROUP SERVICES Logged By: Craig Pelletier <br /> ' Start Date: 4/14/2005 StartTime: 0915 Elevation: N/A <br /> LOG OF Finish Date:4/14/2005 Finish Time:0942 Boring Dia.:2" <br /> ' SOIL BORING Driller: ECA Drill Method:Direct Push <br /> Hammer Weight: N/A Drop: N/A <br /> Borehole Completion Data: Grouted borehole with neat cement <br /> J ) Z <br /> ' arc a am F aQ DESCRIPTION <br /> EU E <br /> an oa9 n E W K0 U <br /> v, <br /> vai_ mrc rr o C70 � <br /> 0915 ASPHALT <br /> GRAVEL SUBBASE <br /> fill,no odor <br /> o D GP <br /> O <br /> 2 SANDY SILT <br /> brown,fine grained,damp,no plasticity,no odor <br /> 3 <br /> ML <br /> 48 3.5 2.4 0918 <br /> 4 <br /> ' 6 SILTY SAND <br /> 5 brown/dark brown,fine to medium grained,damp to moist,medium dense,no odor <br /> SM <br /> 6 ; <br /> 7 SAND <br /> brown,fine grained,little silt,damp,no odor <br /> 48 7.5 0.0 0923 <br /> ' 8 SP <br /> e CLAYEY SILT <br /> ' brown,little sand,fine grained,damp,medium dense,no odor <br /> 0 <br /> ML <br /> 38 10.5 0.0 0927 <br /> 11 <br /> SANDY SILT <br /> 12 brown,fine grained,hard,damp to moist,no odor <br /> ML <br /> 24 12.5 0.0 0934 lill <br /> 13 CLAYEY SILT <br /> brown,very hard,compact,damp,little fine sands,no odor <br /> 14 ML <br /> ' 24 14.5 0.0 0942 <br /> 15 EOB at 15 feet logs. <br /> ' 16No Groundwater Encountered During Drilling. <br /> 17 <br /> ' 18 <br /> 18 <br /> Page 1 of 1 <br />