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LITHOLOGIC LOG BORINv No. PRSG-6 <br /> Logged By:Kevin Hultgren Date Started: 1/29/2015 Client: PG&E <br /> Checked By:Erik Appel Date Completed: 1/30/2015 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: 15.5 feet Page: 1 of 2 <br /> r E <br /> a a i a� m <br /> Sample I.D. p p Z ° a'� DESCRIPTION <br /> d > d (D V C J <br /> t O. 0 O. 0 G to Of d <br /> CL E p E m L) U—) <br /> o m a rn W 0 �0 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 0 angular gravel(Aggregate Base). <br /> 0 <br /> 0 <br /> 4-1 0 <br /> 0 <br /> 0 <br /> 0 At 5 feet,as above. <br /> 6 0 <br /> 0 <br /> 0 <br /> 0 <br /> 8 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 <br /> 0 <br /> 0 <br /> 0 <br /> 12 0 <br /> 0 <br /> 0 <br /> 0 At 13 feet,very dense. <br /> 14 0 SM SILTY SAND, light olive brown(2.5Y 5/4),moist,very dense, <br /> 0fine-to medium-grained sand, non-plastic fines. <br /> 1. <br /> 0 End of boring at 15.5 feet. <br /> 0 <br /> 61820 16- <br /> 18- <br /> 20- <br /> TERRA PACIFIC GROUP <br /> Environmental Engineedng,Consulting,and Construction <br />