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LITHOLOGIC LOG BORINu No. PRSG-3 <br /> Logged By:Kevin Hultgren Date Started: 1/28/2015 Client: PG&E <br /> Checked By: Erik Appel Date Completed: 1/29/2015 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: 15.5 feet Page: 1 of 2 <br /> CL CL c > +r c <br /> Sample I.D. p 2 a r DESCRIPTION <br /> G1 d d v C J <br /> CL p a o t U) rn <br /> CL E p E o R V'H <br /> 0 ,o <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 0 angular gravel(Aggregate Base). <br /> 0 <br /> 0 <br /> 4 0 <br /> 0 <br /> 0 Sand/cement slurry backfill <br /> 0 <br /> 6 0 <br /> 0 <br /> 0 <br /> 0 At 7 feet,as above. <br /> 8 0 <br /> 0 <br /> 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 /> 10 0 At 10 feet,becomes light olive brown(2.5Y 5/4). <br /> 0 <br /> 0 <br /> 12 0 <br /> 0 <br /> 0 <br /> 0 At 13 feet,as above. <br /> 14 0 <br /> 0 <br /> 0 At 15 feet,as above. <br /> 0 End of boring at 15.5 feet. <br /> 16- <br /> 18- <br /> 2J <br /> 61820 <br /> TERRA PACIFIC GROUP <br /> Environmental Engineering,Consulting,and Construction <br />