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LITHOLOGIC LOG BORINV No. PRSG-7 <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 /> t E <br /> Q G > Or C d <br /> Sample I.D. p p` Z ° >� DESCRIPTION <br /> _m > m m <br /> r ° p ° c a rn or `m <br /> CL E p E u m U'0 <br /> o Cn a cnn iY 0 M o <br /> 0 0bGPPoorly 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 0 angular gravel(Aggregate Base). <br /> 0 <br /> 0 <br /> 4 0 <br /> 0 SW-SM Well graded SAND with SILT,dark brown(10YR 3/3),moist, <br /> 0 dense,fine-to medium-grained sand, non-plastic fines. <br /> 0 <br /> 6 0 <br /> p At 6.5 feet,as above. <br /> 0 <br /> 0 <br /> 8 0 At 8.5 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 />