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Table 3 <br /> Soil Boring and Well Construction Details <br /> • 7-Eleven Site No 17334 <br /> 4501 North Pershing Avenue <br /> Stockton, California <br /> Well Screen Screen <br /> Well Drill Depth Diameter Top Bottom Length Comments <br /> I D Date (feet bgs) (inches) (feet bgs) (feet bgs) (feet) <br /> Soil Borings <br /> GP-1 02/20/97 17 1 25 -- -- -- Angled Geoprobe boring <br /> GP-2 02/20/97 17 1 25 -- -- -- Angled Geoprobe boring <br /> GP-3 02/20/97 22 1 25 -- -- -- Geoprobe boring <br /> GP-4 02/20/97 22 125 -- -- -- Geoprobe boring <br /> GP-5 02/20/97 17 1 25 -- -- -- Angled Geoprobe boring <br /> GP-6 02/20/97 17 1 25 -- -- Angled Geoprobe boring <br /> GP-7 02/20/97 22 1 25 -- -- -- Geoprobe boring <br /> SB-1 04/03/02 50 2 -- -- -- Soil Boring <br /> Monitoring Wells <br /> MW-1 09/24/97 33 2 13 33 20 Abandoned, August 14, 1998 <br /> MW-1A 09/24/97 40 2 38 40 2 Abandoned, August 14, 1998 <br /> MW-2 09/23/97 33 2 13 33 20 <br /> MW-3 09/23/97 33 2 13 33 20 <br /> MW-4 11/25/97 33 2 13 33 20 <br /> MW-5A 12/17/98 33 2 13 33 20 MW-5 dual-nested <br /> MW-513 40 2 38 40 2 <br /> Remediation Wells <br /> SPV-1 04/04/02 17 2 7 17 10 Dual-nested SVEIAS well <br /> 30 2 25 30 5 <br /> SPV-2 04/04/02 22 2 12 22 10 Dual-nested SVEIAS well <br /> 30 2 25 30 5 <br /> Explanation <br /> Wells are of PVC construction <br /> bgs=Below ground surface <br /> 17334 WELL BORING SUM xls Page 1 of 1 <br />