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TABLE 1 SUMMARY OF MONITORING WELL DETAILS Nomellini Construction Company 1045 West Charter Way, Stockton, California Well Installation Borehole Total Casing Casing Slot Casing Screen Filterpack Bentonite Grout Diameter Depth Diameter Elevation Interval Interval Interval Interval 1.D. Date inch feet bs inch Material Size (inch) feet MSL feet feet feet feet GROUND WATER MONITORING WELLS MW-1 02-08-91 8 53 2 PVC 0.020 9.76 33 to 53 30 to 53 27 to 30 1 to 27 MW-2 02-08-91 8 52 2 PVC 0.020 9.75 32 to 52 29 to 52 26 to 29 1 to 26 MW-3 02-15-91 8 50 2 PVC 0.020 9.70 30 to 50 27 to 50 24 to 27 1 to 24 MW-4 04-30-92 8 45 2 PVC 0.020 9.89 30 to 45 29 to 45 27 to 29 1 to 27 MW-5 04-30-92 8 45 2 PVC 0.020 10.24 30 to 45 29 to 45 28 to 29 1 to 28 MW-6 05-01-92 8 43 2 PVC 0.020 9.60 25 to 40 24 to 40 23 to 24 1 to 23 MW-7 12-20-94 8 45 2 PVC 0.020 10.08 25 to 45 23 to 45 21 to 23 1 to 21 MW-8 12-19-94 8 44 2 PVC 0.020 9.70 24 to 44 22 to 44 20 to 22 1 to 20 MW-9 12-19-94 8 42 2 PVC 0.020 8.62 22 to 42 20 to 22 18 to 20 1 to 18 MW-10 06-22-06 8 60 2 PVC 0.020 9.70 55 to 60 52 to 60 51 to 52 '/2 to 51 MW-11 06-23-06 8 50 2 PVC 0.020 10.92 40 to 50 37 to 50 31 to 37 '/Z to 31 MW-12 06-22-06 8 60 2 PVC 0.020 9.79 55 to 60 52.5 to 60 50 to 52.5 '/2 to 50 MW-13 11-28-07 8 114.5 2 PVC 0.020 10.27 104.5 to 102 to 100 to 102 '/2 to 100 114.5 104.5 MW-14 11-30-07 8 105 2 PVC 0.020 9.77 95 to 105 93 to 105 89 to 93 '/2 to 89 MW-15 11-29-07 8 115 2 PVC 0.020 10.06 105 to 115 102 to 115 98 to 102 1/z to 98 SOIL AND GROUND WATER REMEDIATION WELLS VW-1 07-14-95 8 30 2 PVC 0.020 9.94 15 to 30 13 to 30 11 to 13 1 to 11 VW-2 07-14-95 8 30 2 PVC 0.020 9.76 15 to 30 13 to 30 11 to 13 1 to 11