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A representative water sample was collected from the well using a WEGE 1 inch diameter, sterilized bailer. The water samples collected were stored in labeled 1 liter "Boston Rounds" and 40 milliliter VOA vials. These water samples were placed into an insulated cooler with ice and submitted in the clients behalf "Chain of custody hand delivered" to McLaren Analytical Laboratories for chemical analyses. 3.0 RESMTS 3.1 PRODUCT AM RSCOVERX During the initial site assessment and during subsequent site visits floating product was observed in monitor wells HW-1 and MW- 3. Product thickness in MW-1 has ranged from 0.021 to 1.261 and from 0.64 to 1.661 in Y.W-3. The recovered gasoline is amber yellow and appears to be fresh (no apparent degradation) . Involved regulatory agencies suggested that product recovery commence before an aquifer pump test be performed. Temporary submersible pumFj were installed into monitor wells MW-1 and MW-3 for product recovery on October 10, 1969. All "plumbing" (pump lines, electrical lines, etc. ,) necessary for opera':ing the pumps are contained in underground schedule 40 PVC conduit. The product is pumped via this "plumbing" network to an above ground 1000 gallon ConVault tank. This Convault tank was placed within the secured compound and has been approved by the Stockton City Fire Dept. An automatic shut off switch has been installed to prevent the Convault from over spilling if the tank becomes nearly 1 full. Approximately 40 gallons of gasoline has been recovered to date and a site visit conduct by WEGE personnel on October 28, 1989 indicated that NW-1 and MW-3 have been depleted of gasoline product. 3.2 SITE COWDITIONS SOIL: 3 Soil samples were collected in monitor wells MW-4 thru MW-9 at 20, 30, 45, 50 and 65 feet below the surface. In order to construct a complete soil profile (lithology, concentrations, etc.,) , monitor well MW-10 soil sampling commenced at 20 feet below the surface and continued at 5 foot intervals to the base of the boring at 65 feet below the surface. Soil Contamination in monitor wells MW-4 thru HW-8 are below reporting limits for TPS, BTEX and EDB analyses. Minimal BTEX concentrations exists at 30 and 45 feet below the surface in monitor well HW-9. Significant BTEX concentrations exist in monitor well HW-10 at 40, 45, and 50 feet below the surface, however, these concentrations reduce rapidly at 55, and 60 feet below the surface. EDB concentrations are below reporting limits for all monitor wells. Complete chemical results for soil analyses are presented in TABLE 2 of this report.