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Y <br /> GROUND ZERO ANALYSIS LOG OF WELL MW1 <br /> . PROJECT TULESURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99 STOCKTON CA PROJECT NO 263 <br /> DATE DRILLED 10/4/99 LOGGED BY SEAN GARVEY REVIEWED BY JOHN LANE RG No 6795 <br /> DRILLING COMPANY SPECTRUM DRILLER BOBBY NIXON METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 10 IN DEPTH DRILLED 95 5 FT DEPTH TO WATER INITIAL 64 FT STATIC FT <br /> CASING TYPE PVC F480 DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FT TO 60 FT <br /> SCREEN TYPE PVC F480 DIAMETER ---4---]N SLOT SIZE 0 020 IN INTERVAL 60 FL TO _____80_Fl <br /> FILTER PACK TYPE 42/12 SILICA SAND INTERVAL 58 FT TO BO FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT OVER BENTONITE INTERVAL 0 FT TO 58 FT <br /> COMMENTS SEE CPT1 do SB2 BORING LOGS FOR SOIL DESCRIPTION AT SHALLOW DEPTHS PAGE _I OF-3-- <br /> WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 2 <br /> 4 <br /> 6 <br /> 8 <br /> 10 <br /> _ SEE CPTI do S02 BORING LOGS FOR SOIL DESCRIPTION AT SHALLOW DEPTHS <br /> 12 <br /> — _ 14 NOT <br /> a <br /> LoccEn <br /> 16 <br /> 18 <br /> —20- <br /> 22 <br /> 022 <br /> 24 <br /> 26 <br /> 28 <br /> 30 <br /> 32 <br /> 436 34- <br /> 36 <br /> 38 <br /> 40 <br /> r <br />