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TABLE 1 MONITORING WELL DETAILS NOMELLINI CONSTRUCTION CO. 1045 West Charter Way, Stockton, California Well Installation Borehole Total Depth Casing Casing Slot Casing Screen Filterpack Bentonite Grout Diameter Diameter Elevation Interval Interval Interval Interval I .D . Date (fee[ bsg ) Material Size (inch) ) (inch) (inch ) (feet MSL) (feat) (feet) (feet) (feet 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 I to 26 MW-3 02- 15-91 8 51 .5 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 F 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 ff 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 42 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 'i to 51 MW -11 06-23-06 8 50 2 PVC 0.020 10.92 40 to 50 37 to 50 31 to 37 'h 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 Y to 50 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 I l VW-3 10-30-98 8 20 2 PVC 0.020 9.54 5 to 20 3 to 20 1 to 3 % to I VW-4 10-30-98 8 20 2 PVC 0 .020 9.79 5 to 20 3 to 20 1 to 3 % to 1 VW-5 10-30-98 8 20 2 PVC 0.020 9.60 5 to 20 3 to 20 1 to 3 h to 1 VW-6 10-30-98 8 20 2 PVC 0.020 9.71 5 to 20 3 to 20 1 to 3 VW-7 10-30.98 8 20 2 PVC 0.020 9.48 52o 3 to 20 1 to 3 Advanced GeoEnvironmental, Inc.