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TABLE 1 Soil Boring and Well Construction Details Stockton Charter Way Commingled Plume 440, 441, and 508 West Charter Way, 1426 and 1444 South Lincoln Street, Stockton, CA TOC Borehole Casing Bentonite Seal Cement Seal Water- Installation Destruction Total Depth Casing Slot Size Screened Interval Filter Pack Interval Location ID Elevation Diameter Diameter Interval Interval Bearing Comments Date Date (feet) (feet bgs) (inches) (inches) Material (inches) (feet bgs) (feet bgs) (feet bgs) (feet bgs) Zone SP-8 11/08/05 11.84 39 10 1 SCH.80 PVC 0.020 33-35 12-26,31-36 10-12,26-31,36-39 0-10 A SP-9 11/11/05 12.16 37 10 1 SCH.80 PVC 0.020 32.5-34.5 12-26,30.5-35 10-12,26-30.5,35-37 0-10 A SP-10 11/14/05 12.08 37 10 1 SCH.80 PVC 0.020 32-34 12-26,31-35 10-12,26-31,35-37 0-10 A SP-11 11/07/05 13.24 37 10 1 SCH.80 PVC 0.020 31-33 12-26,30-33.5 10-12,26-30,33.5-37 0-10 A SP-12 11/07/05 14.89 37 10 1 SCH.80 PVC 0.020 31-33 12-26,30-34 10-12,26-30,34-37 0-10 A SP-13 11/08/05 14.78 37 10 1 SCH.80 PVC 0.020 31-33 12-26,30-34 10-12,26-30,34-37 0-10 A SP-14 11/09/05 13.64 37 10 1 SCH.80 PVC 0.020 33-35 12-26,31-35.5 10-12,26-31,35.5-37 0-10 B SP-15 11/15/05 12.33 37 10 1 SCH.80 PVC 0.020 32-34 12-26,31-34.5 10-12,26-31,34.5-37 0-10 A SP-16 11/15/05 12.23 39 10 1 SCH.80 PVC 0.020 36-38 12-26,34-39 10-12,26-34 0-10 A SP-17 11/15/05 12.20 41 10 1 SCH.80 PVC 0.020 36-38 12-26,35-38.5 10-12,26-35,38.5-41 0-10 A SP-18 11/10/05 12.27 37 8 1 SCH.80 PVC 0.020 32-34 30-34.5 27-30,34.5-37 0-27 A SP-19 11/04/05 12.93 37 8 1 SCH.80 PVC 0.020 31-33 30-33.5 26-30,33.5-37 0-26 A SP-20 11/09/05 13.71 37 8 1 SCH.80 PVC 0.020 32-34 30-35 27-30,35-37 0-27 A&B SP-21 11/14/05 14.24 37 8 1 SCH.80 PVC 0.020 32-34 31-34.5 26-31,34.5-37 0-26 A SP-22 11/11/05 37 1 8 1 1 SCH.80 PVC 0.020 1 31-33 1 29-33.5 1 26-29,33.5-37 1 0-26 1 A Chevron Facility#9-2033 Soil Borings(SB and DP) S13-1 03/16/95 36.5 8 - - - - - - 0-36.5 SB-2 08/30/00 85.0 2 0-85 SB-3(CPT-01) 08/31/00 94.65 - - SB-4(CPT-02) 08/31/00 94.16 S13-5 05/15/01 90.06 S13-6 05/16/01 90.06 SB-7 05/16/01 95.14 SB-8 05/17/01 90.06 - - DP-1 08/01/05 55 1.5 0-55 DP-3 07/28/05 61.5 1.5 0-61.5 DP4 07/27/05 100 1.5 0-100 DP-5 07/25/05 61.5 1.5 0-61.5 DP-6 07/26/05 58 1.5 0-58 DP-7 07/25/05 56.5 1.5 0-56.5 DP-8 07/29/05 59.5 1.5 0-59.5 DP-9 08/01/05 55.5 1.5 0-55.5 DP-10 07/29/05 55.5 1 1.5 1 - 0-55.5 Monitoring Wells(CMW) CMW-1 03/15/95 07/09/15 12.05 51.5 8 2 SCH.40 PVC 0.020 30-50 28-51.5 26-28 0-26 X CMW-2 03/15/95 07/09/15 11.52 51.5 8 2 SCH.40 PVC 0.020 30-50 28-51.5 26-28 0-26 A CMW-3 03/16/95 07/09/15 10.84 51.5 8 2 SCH.40 PVC 0.020 30-50 28-51.5 26-28 0-26 X CMW-4A 01/22/08 - 10.80 32 8 2 SCH.40 PVC 0.010 17-27 15-27 13-15 0-13 A CMW-4C 1/15-25/08 10.80 60 14/8 2 SCH.40 PVC 0.010 50-60 47.9-60 45.9-47.9 0-43.5,0-45.9 B CMW-5A 01/21/08 11.12 30 8 2 SCH.40 PVC 0.010 17.5-27.5 15.5-27.5 13.5-15.5 0-13.5 A CMW-5C 1/14-24/08 11.03 60 14/8 2 SCH.40 PVC 0.010 50-60 44-60 42-44 047,0-42 B CMW-6A 01/22/08 12.00 28 8 2 SCH.40 PVC 0.010 17-27 15-27 13-15 0-13 A CMW-6C 1/16-25/08 12.03 60 14/8 2 SCH.40 PVC 0.010 50-60 47.9-60 45.9-47.9 0-43.5,0-45.9 B CMW-7A 01/23/08 12.02 30 1 8 1 2 SCH.40 PVC 0.010 1 17-27 1 15-27 1 13-15 0-13 A Stockton Charter Way Commingled Plume Soil Boring and Well Construction Details.xls Page 3 of 8 Stantec