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(VYATC <br /> former wastewater treatment system. No other constituents tested were detected <br /> above their respective MCLS including 1,1,1 trichloroethane (90 ppb) detected in <br /> MW-3. The MCL for 1,1,1 trichloroethane is 200 ppb. <br /> • July 1992 - Groundwater Monitoring and Sampling - In July 1992, groundwater <br /> samples and water level measurements were collected from the six on-site monitoring <br /> wells. The groundwater gradient was determined to be northwest. Groundwater <br /> analytical results indicated the presence of nitrate (45-64.6 ppm) and sulfate (390 ppm) <br /> above MCLS of 45 ppm and 250 ppm, respectively. Additionally, VOCs including <br /> bromodichloromethane (0.8-1.1 ppb), chloroform (2.2-3.9 ppb) and 1,1,1 <br /> trichloroethane (24 ppb) were detected but were below their MCLS of 100 ppb, 100 <br /> ppb, and 200 ppb, respectively. No other constituents tested were detected. <br /> • December 1995 - Wastewater Treatment System Closure - The final volume of <br /> wastewater was treated on September 18, 1995 by the former MQUAD anodization <br /> and wastewater treatment system. Treatment equipment was subsequently dismantled <br /> and water washed by Olin Interconnect Technology (OIT) personnel to remove <br /> residues. Tanks and associated equipment were then moved to 555 Carnegie Street in <br /> Manteca, California and reassembled. Advanced Environmental Technical Services <br /> (AETS) of Hayward, California performed initial decontamination of the former <br /> wastewater treatment compound (WWTC) on November 8, 1995. On December 4, <br /> 1995, scrubbing and rinsing of the compound walls was repeated by AETS to remove <br /> cleaning residues that remained on the walls. Water generated by the decontamination <br /> procedure was subsequently transferred to the nearby on-site wastewater treatment <br /> system for treatment and disposal. <br /> On November 9, 1995, Smith Technology personnel, under contract with OIT, <br /> collected 4 soil samples from test pits located around the perimeter and inside the <br /> WWTC. Three soil samples were collected around the asphalt perimeter of the <br /> WWTC at depths from 2.5 to 3.0 feet below ground surface (bgs). One soil sample <br /> (TP-4) was collected inside the WWTC at the bottom of the deepest sump. The depth <br /> of the sump was 7.5 feet below the top of the retaining wall (4.5 feet bgs) and the <br /> sample was collected an additional 1.9 feet below this depth. The soil did not exhibit <br /> any evidence of contamination and no staining or odor was observed in the field. <br /> Samples were collected in clean brass tubes, immediately capped on both ends with <br /> Teflon tape and plastic caps, and put on ice in a cooler. The samples were analyzed <br /> for pH, aluminum, lead, sulfate, calcium, and sodium. <br /> A review of the analytical data indicates metals were not detected above typical of San <br /> Francisco Bay area concentrations (USGS Professional Paper 1270, April 1992). <br /> WA16962\REP0RT8\W0RK_PLN.D0C 3 <br />