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Am <br /> LITHOLOGIC LOG BORIN 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: 2 of 2 <br /> SOIL GAS PROBE DETAIL <br /> Depth(ft) <br /> 0— 5"Well Box in Concrete <br /> 1— 1"PVC Riser <br /> 2— 1/4"Teflon Tube <br /> Neat Cement Grout with 5%Bentonite <br /> 3- <br /> 4— Dry Granular Bentonite <br /> #3 Sand <br /> 5— Stainless Steel Sample Probe Tip(6-inch long) <br /> 6— Hydrated Bentonite <br /> 7— \ 1/4"Teflon Tube <br /> 8= \ \ <br /> 9— <br /> to- <br /> 11 <br /> 12— <br /> 13— <br /> 14— Dry Granular Bentonite <br /> #3 Sand <br /> 15— Stainless Steel Sample Probe Tip(6-inch long) <br /> 3.25'Dia.Hole <br /> 16- <br /> 17- <br /> 18- <br /> 19- <br /> 20— <br /> Notes: <br /> 6- <br /> 17- <br /> 18- <br /> 19- <br /> 20—Notes:Total depth at 15.5 feet.Groundwater not <br /> encountered.Nested dual-depth soil gas probe <br /> installed. TERRA PACIFIC GROUP <br /> Environmental Engineering,Consulting,and Construction <br />