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Project No.:70-05628.00 BORING NO. <br /> Client: RE Service Company <br /> Clayton Location: Lodi,California SB-6 <br /> GROUP SERVICES Logged By: Craig Pelletier <br /> Start Date: 4/14/2005 StartTime: 1350 Elevation: N/A <br /> Finish Date:4/14/2005 Finish Time: 1430 Boring Dia.:2" <br /> LOG OF <br /> ' SOIL BORING Driller: ECA Drill Method: / Push <br /> Hammer Weight: N/A Drop: NN/AA <br /> Borehole Completion Data: Grouted borehole with neat cement <br /> J � Z <br /> a� �w a <br /> F a v DESCRIPTION <br /> i aria W <br /> C) � <br /> ' 1350 CONCRETE <br /> ° GP GRAVEL SUBBASE <br /> 1 SANDY SILT <br /> brown,fine grained,loose,dry to damp,no odor <br /> ' 2 ML <br /> 3 <br /> ' SILTY SAND <br /> 48 3.5 0.0 14054 brown,fine grained,medium dense,damp,no odor <br /> 5 <br /> brown/dark brown <br /> e silt nodules,no odor <br /> ' SM <br /> 7 <br /> 48 7.5 0.0 1410 <br /> 9 <br /> g <br /> 10 PEA GRAVEL(fill) <br /> dry to damp,no odor,little silt and clay <br /> 11 oOU <br /> ' <br /> 48 11.5 0.0 1415 °&< GP Test Pit floor at 11.5 feet <br /> Ob <br /> 2 <br /> SANDY SILT <br /> brown,hard,compacted,dense,fine grained,silt nodules,silt nodules,damp,no odor <br /> 14 <br /> ' 36 14.5 0.0 1420 15 ML <br /> very hard,hole keeps caving in from above <br /> ' XI 12 15.5 14.6 1430 16 <br /> EOB at 16 feel hgs. <br /> No Groundwater Encountered During Drilling. <br /> 17 <br /> 1a <br /> 19 <br /> Page 1 of 1 <br />