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LITHOLOGIC LOG BORIN No. PRSG-8 <br /> Logged By: Kevin Hultgren Date Started: 1/27/2015 Client: PG&E <br /> Checked By:Erik Appel Date Completed: 1/27/2015 Site: Former Lodi MGP <br /> Driller:Cascade/Nery Northing:- Location: Lodi,California <br /> Drilling Method: Hand Auger Easting:- Project No.: PGE-1066 <br /> Sampling Method:- Elevation:- <br /> Sampling Interval:Continuous Boring Depth: 8.5 feet Page: 1 of 2 <br /> r E <br /> n > <br /> CL 01m <br /> Sample I.D. 0 p` Z ° d DESCRIPTION <br /> V C J <br /> r a0 a o a U '- O1 m <br /> +. <br /> CL E p E v m y <br /> 0 in a in IY 0 �0 � <br /> 0 0 _-'On-"" GP Poorly graded GRAVEL,multi-colored,slightly moist, loose, <br /> 0 SW fine angular gravel. <br /> 0 Well graded SAND with GRAVEL,olive brown(2.5Y 4/4), <br /> moist,very dense,medium-to coarse-grained sand,fine <br /> 2 p angular gravel(Aggregate Base). <br /> 0 At 3 feet,as above. <br /> 0 <br /> 4 0 SW-SM Well graded SAND with SILT,dark brown(10YR 3/3),moist, <br /> 0 dense,fine-to medium-grained,non-plastic fines. <br /> 0 <br /> 0 <br /> 6 0 At 6 feet,as above. <br /> 0 <br /> 0 <br /> 0 <br /> 8 0 At 8 feet,as above. <br /> 0 End of boring at 8.5 feet. <br /> 10 <br /> 12 <br /> 14 <br /> 16 <br /> 18 <br /> 20 <br /> TERRA PACIFIC GROUP <br /> Environmental Engineering,Consulting,and Construction <br />