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7.0 ASSESSMENT/REMEDIATION STATUS <br /> Stockton Plating Incorporated (SPI) has indicated an interest in continuing to assess the extents <br /> and nature of soil and groundwater impacts at the site The area considered to be downgradient <br /> from the presumed source provides for considerable limitations to further groundwater impact <br />' extent assessment due to low overheads, tight clearances, buildings and parts racks Immediately <br /> beyond SPI's property, in the downgradient direction, lies a known diesel contaminated site and <br />' the Mormon Slough Should the groundwater impact be beyond SPI's property boundaries, <br /> exploration for the downgradient extent may prove problematical At present, a target location <br /> has been selected, permitted and contracted for MW-4, on SPI's property about 60' downgradient <br />' from MW-3 Well MW-4 will be installed on 16 November 1994 <br /> Exploration may continue downgradient of the MW-4 target location if groundwater conditions <br />' so warrant Three tentative locations have been selected on the bank of the Mormon Slough, <br /> however it is anticipated that obtaining permission to install these wells may be problematical <br />' 8.0 SCHEDULE <br /> After installation of MW-4, and receipt of relevant chemical analyses, decisions will be made <br /> 1 with regard for the need and strategy for any continued exploration efforts When plume <br /> delineation is fudged adequate, feasibility studies will be scheduled to determine the most <br /> feasible remedial approach for this Site RFA anticipate providing the results of MW-4 <br /> installation efforts in December 1994 <br />' 9.0 LIMITATIONS <br /> This investigation has been conducted in accordance with generally accepted standards of <br />' environmental geological practice at the time it was performed This investigation was <br /> performed for the sole purpose of evaluating groundwater occurrence and chemical quality with <br /> respect to hazardous or potentially hazardous materials in the vicinity of the former underground <br />' storage tanks at the Site No soil engineering or geotechnical references are made nor should <br /> they be inferred <br />' The results contained in this report are based upon the information acquired during the <br /> investigation. It is possible that variations at the property could exist beyond points explored <br />' during the course of the investigation <br /> 1 <br /> 366-001 -13- <br />