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TABLE Soil Boring and Well Construction Details Stockton Charter Way Commingled Plume 440,441, and 508 West Charter Way and 1444 South Lincoln Street, Stockton, CA 'Borehole. Casing Screened Fllter Pack Bentonite Seal Cement Seal Water Installation Total Depth Casing Slot Slze Location Lb, -Date Diameter Diameter Interval Interval Interval interval Bearing Comments - - t-- (feet I '(inches finches Material (inches) feet s ( (feet b s) (feet s feetb s Zone _ Former ARCO Service Station No.2168 Soil Borings(B) B-1 07/16/91 - 31.5 8 - - - - - - 0-31.5 - B-2 07/16/91 - 42.5 8 - - - - - - 0-42.5 - B-3 07/17/91 - 21.5 8 - - - - - - 0-21.5 - Bd 07/17/97 - 21.5 8 - - - - - - 0-21.5 - B-5 04/27/92 - 56 10 - - - - - - - - see MW-t for details B-6 042852 - 56 10 - - - - - - - - see MW-2 fordetails B-7 04/29/92 - 41 6.25 - - - - - - odi - B5 05/05/92 - 56 10 - - - - - - - - we MW-3 for details B-9 05/06/92 - 41 10 - - - - - - - see VW-7 for details B-10 05/07/92 - 40 10 - - - - - - - see V W-2 for details B-11 05/07/92 - 40 10 - - - - - - - - see VW-3 for details B-12 05/06/92 - 40 8 - - - - - - 0.40 - B-13 01/11/93 - 41 8.25 - - - - - - - - we VW-4 for details B-14 01/11/93 - 57 10.25 - - - - - - - see MWd for details B-15 01/12/93 - 14.5 6.5 - - - - - 0-14.5 - B-16 01/12/93 - 57 10.25 - - - - - - _ - see MW-5 for details B-17 01/12/93 - 26 8.25 - - - - - - - - see VW-5 for details B-18 01/13/93 - 40 8.25 - - - - - - - - seeVW-6fordetails B-19 01/13/93 - 41 8.25 - - - - - - - - we VW-7 for details B-20 10/0653 - 53 8.25 - - - - - - - - see MW-6 for details B-21 10/07/93 - 50 8.25 - - - - - - - see MW-7 for details B-22 07/24/96 - 26 10 - - - - - - - see VW-13 for details B-23 07/2456 - 26 10 - - - - - - - - see VW-12 for details B-24 072456 - 26 10 - - - - - - - see VW-11 for details B-25 1 0724/96 1 26 1 10 1 - - - - - - - - see VW-10 for details Angle Boring(B) B-13 05/12/95 - 26 8 - _ - - - - 0-26 - Monitoring Wells(MW) AMW-1 042752 11.767 56 10 4 SCH.40 PVC 0.12 36-56 33.5-56 31-33.5 0-31 B installed in B-5 AMW-7B 08/01/00 11.630 90 16/8 2 SCH.40 PVC 0.020 75-90 72-90 45-72 0-45 C AMW-1C 07/31/00 11.703 120 16/8 2 SCH.40 PVC 0.020 105-120 102-120 45-102 Ods D AMW-2 042852 12.275 56 10 4 SCN.40 PVC 0.02 36-56 33-56 29-33 0-29 6 installed in B-6 AMW-3 055552 12.987 56 10 4 SCH.40 PVC 0.02 34.5-54.5 32.5-56 30-32.5 0-30 B installed in B-8 AMWd 01/1153 - 57 10.25 4 SCH.40 PVC 0.02 36.5-56.5 35-57 32.5-35 0-32.5 B installed in B-14,destroyed 10/3/05 AMW-5 01/1253 11.903 57 10.25 4 SCH.40 PVC 0.02 3757 3557 32.5.35 0-32.5 B installed in B-16 AMWS 1056/93 10.696 53 8.25 2 SCH.40 PVC 0.02 30-50 29-53 2529 0-25 B installed in B-20 AMW-7 1057/93 10.658 50 8.25 2 SCH.40 PVC 0.02 30-50 28-50 25-28 0-25 B installed in B-21 AMW-8 1 08/0250 12.925 30 8 2 SCH.40 PVC 0.020 1 15-30 13-30 11-13 0-11 A Stockton Charter Way Commingled Plume Soil Boring and Well Construction Details.xls Page 1 of 7 Stantec