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1.0 INTRODUCTION <br /> This Phase II Soil Investigation work plan was prepared by American Geological <br /> Services, Inc. (AGS) for Mr. Ricardo Ramirez and Pacific Cement. The site is located at <br /> 1404 West Weber Avenue in Stockton, California (Figure 1). The scope of work <br /> proposed is intended to determine the presence or absence of target constituents at various <br /> locations on the subject property in advance of the potential transfer of ownership to <br /> Pacific Cement. <br /> 1.1 Site Description and Previous Activities <br /> The parcel is situated at the intersection of Morman Slough and the Stockton Deep Water <br /> Channel which lie to the west and north of the Site, respectively(Figure 2). West Weber <br /> Avenue runs along the northern edge of the property. The area of the parcel is <br /> approximately 9.54 acres and is identified with Assessor Parcel Number 145-190-08. <br /> The address associated with the parcel is listed as 1404 West Weber Avenue. <br /> Currently, the Site is occupied by one industrial building in the southeast corner. The <br /> western portion of the site is paved with asphalt and concrete up to the dock frontage <br /> along Mormon Slough. Railroad alignments that ran along the Stockton Deep Water <br /> Channel serviced warehouse buildings that once existed on the properties adjoining the <br /> site to the north. <br /> There are currently no tenants occupying the site. The site is secured by a chain link <br /> fence and gate. <br /> American Geological Services, Inc. (AGS) was retained in October of 2000 to conduct a <br /> Phase I environmental site assessment of the site. The purpose of the Phase I <br /> investigation was to evaluate the potential for adverse environmental impacts by past or <br /> present activities conducted on and in the vicinity of the Site, in an effort to minimize <br /> exposure liability pursuant to the Superfund Authorization and Reorganization <br /> Amendments (SARA), known generally as the "Innocent Landowner Defense". The <br /> standard for the site assessment was based on the American Society for Testing and <br /> Materials Practice ASTM E-1527 - 97. Activities performed included a Site visit and <br /> collection of information from federal, state, and local agencies, as well as past and <br /> present owners and tenants of the Site. <br /> Based on the available information gathered by AGS during the performance of the Phase <br /> I site assessment, the following conclusions were reached and recommendations made: <br /> American Geological Services, Inc. <br /> CA99DE-095 1 <br />