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LITHOLOGIC LOG BORINu No. PRSG-1 <br /> Logged By: Kevin Hultgren Date Started: 1/28/2015 Client: PG&E <br /> Checked By:Erik Appel Date Completed: 1/28/2015 Site: Former Lodi MGP <br /> Driller:Vironex/Joel Northing:- Location: Lodi,California <br /> Drilling Method: Hand Auger/Direct Push Easting:- Project No.: PGE-1066 <br /> Sampling Method:- Elevation:- <br /> Sampling Interval:Continuous Boring Depth:9.5 feet Page: 1 of 2 <br /> n <br /> Q Q > 0 <br /> Sample I.D. p p` Z ° m DESCRIPTION <br /> N > _d d V J <br /> �. <br /> Q E Eu m U'y <br /> o in a in (D c7 (n0 3 <br /> 0 <br /> 0 °� 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 <br /> 0 <br /> 4 0 <br /> 0 SW-SM Well graded SAND with SILT,dark brown(10YR 3/3),moist, <br /> dense,fine-to medium-grained sand, non-plastic fines. <br /> 0 <br /> 0 <br /> 6 0 <br /> 0 <br /> 0 At 7 feet,as above. <br /> 0 <br /> 8 0 <br /> 0 At 8.5 feet,very dense. <br /> 0 <br /> 0 End of boring at 9.5 feet. <br /> 10- <br /> 12- <br /> 14- <br /> 16- <br /> 18— <br /> L <br /> 012141618 <br /> 20 <br /> TERRA PACIFIC GROUP <br /> Environmental Engineering,Consulting,and Construction <br />