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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 Soil Gas(SG) SG-TEST 01/30/09 6 1 0-6 SG-1 01/30/09 6 1 0-6 SG-2 01/30/09 6 1 0-6 SG-3 01/30/09 6 1 0-6 SG-4 01/30/09 6 1 0-6 SG-5 01/30/09 6 1 0-6 SG-6 01/30/09 6 1 0-6 SG-7 01/30/09 6 1 1 1 0-6 Soil Borings(SB) S13-1 05/09/89 34.5 8.5 0-34.5 SB-2 05/10/89 35 8.5 0-35 SB-3 05/09/89 38 8.5 0-38 SB-4 05/09/89 39 8.5 0-39 B-33 01/27/17 37 8 0-37 Angle Boring(AB) A13-3 05/09/89 34.6 8.5 0-34.6 Horizontal offset=20 feet Vertical offset=34.6 feet Monitoring Wells(SMW) SMW-1 05/11/89 07/09/15 11.70 46 10.5 4 SCH.40 PVC 0.020 26-46 23-46 22-23 0-22 X SMW-2 05/12/89 - 12.57 46 10.5 4 SCH.40 PVC 0.020 26-46 23-46 22-23 0-22 A SMW-3 05/11/89 12.50 51 10.5 4 SCH.40 PVC 0.020 31-51 28-51 27-28 0-27 B SMW-3-79 10/18/05 12.87 80 6 2 SCH.40 PVC 0.010 69-79 68-79 65-68 0-65 C SMW-3-119 10/14/05 - 12.92 120 9 4 SCH.40 PVC 0.010 109-119 108-119 105-108 0-105 D SMW-4 05/24/89 07/09/15 11.15 46.5 10.5 4 SCH.40 PVC 0.020 25-45 23-45 22-23 0-22 X SMW-5 05/23/89 07/09/15 11.75 45 10.5 4 SCH.40 PVC 0.020 20-45 18-45 17-18 0-17 X SMW-6 02/08/90 07/09/15 11.48 50 10.5 4 SCH.40 PVC 0.020 25-50 23-50 22-23 0-22 X SMW-7 02/09/90 10/05/11 11.46 45 10.5 4 SCH.40 PVC 0.020 22-42 21-45 20-21 0-20 X SMW-8 02/08/90 - 10.93 50 10.5 4 SCH.40 PVC 0.020 30-50 28-50 27-28 0-27 B SMW-9 05/01/90 07/09/15 11.36 49.5 10.5 4 SCH.40 PVC 0.020 29.5-49.5 28-49.5 27-28 0-27 X SMW-10 04/30/90 07/09/15 12.16 49.5 10.5 4 SCH.40 PVC 0.020 29.5-49.5 28-49.5 27-28 0-27 X SMW-10-81 10/18/05 - 12.16 81 6 2 SCH.40 PVC 0.010 71-81 70-81 67-70 0-67 C SMW-10-117 10/12/05 - 12.29 120 9 4 SCH.40 PVC 0.010 112-117 111-117 108-111 0-108 D SMW-11 04/30/90 07/09/15 11.39 49.5 10.5 4 SCH.40 PVC 0.020 29.5-49.5 28-49.5 27-28 0-27 X SMW-11-82 08/28/02 - 11.81 84 8 1.7 CMT - 72-82 67-84 64-67 0-64 C SMW-11-122 08/28/02 - 11.62 122 8 1.7 CMT - 112-122 109-122 84-109 0-64 D SMW-13 09/02/93 07/09/15 10.49 51.5 8 4 SCH.40 PVC 0.020 28.5-48.5 26.5-51.5 24.5-26.5 0-24.5 X SMW-14 09/03/93 - 10.92 51.5 8 4 SCH.40 PVC 0.020 29.5-49.5 27.5-51.5 25.5-27.5 0-25.5 B SMW-15 09/01/93 - 11.31 51.5 8 4 SCH.40 PVC 0.020 29.5-49.5 27-51.5 25-27 0-27 B SMW-16 09/03/93 11/15/01 - 51.5 8 4 SCH.40 PVC 0.020 29.5-49.5 27.5-51.5 25-27.5 0-25 B SMW-17 09/03/93 07/09/15 12.07 51.5 8 4 SCH.40 PVC 0.020 29.5-49.5 27.5-51.5 25.5-27.5 0-25.5 X SMW-18-80 08/23/02 10/07/11 12.09 120 6 1.7 CMT - 70-80 67-84 61-67 0-61 C SMW-18-120 08/23/02 10/07/11 12.09 120 6 1.7 CMT - 110-120 106-120 84-106 0-61 D SMW-19-81 08/27/02 - 11.91 83 8 4 SCH.40 PVC 0.020 71-81 68-83 64-68 0-64 C SMW-19-120 08/21/02 12.29 120 1 8 1 4 SCH.40 PVC 0.020 110-120 1 107-120 1 104-107 1 0-104 1 D SMW-20-83.5 10/24/07 11.48 85 1 6 1 2 SCH.40 PVC 0.010 73.5-83.5 71-85 67-71 0-67 C Stockton Charter Way Commingled Plume Soil Boring and Well Construction Details.xls Page 6 of 8 Stantec