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LITHOLOGIC LOG BORINu No. PRSG-5 <br /> Logged By: Kevin Hultgren Date Started: 1/29/2015 Client: PG&E <br /> Checked By: Erik Appel Date Completed: 1/29/2015 Site:Former Lodi MGP <br /> Driller:Vironex/Shad 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: 14.5 feet Page: 1 of 2 <br /> CL <br /> a > rn e <br /> Sample I.D. o C3 Z. � ° m DESCRIPTION <br /> d > d d V C J <br /> r a p a o a rn rn y <br /> CL E o E U <br /> o � a 0) <br /> 0 <br /> 0 `�°^ Poorly graded GRAVEL,multi-colored,slightly moist, loose, <br /> 0 SW fine angulargravel. <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 At 5 feet,as above. <br /> 0 <br /> 6 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 /> 8- <br /> 0 <br /> 0 <br /> 0 <br /> 10 0 <br /> 0 <br /> 0 <br /> 0 SM SILTY SAND,light olive brown(2.5Y 5/4),moist,very dense, <br /> 0 : fine to medium sand, non-plastic fines. <br /> 12- <br /> 0 is <br /> 0 j <br /> 0 <br /> At 13.5 feet,as above. <br /> 14 End of boring at 14.5 feet. <br /> 0 <br /> 61820 16- <br /> 18- <br /> 20- <br /> TERRA PACIFIC GROUP <br /> Environmental Engineering,Consulting,and Construction <br />