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VIII. Limitations <br />This report has been prepared specifically for the Metropolitan Stevedore <br />Company Site, located at the Port of Stockton and was done according to the <br />current State and local agency suggested guidance documents for these <br />investigations. The interpretations, conclusions and recommendations made <br />herein are based on the data and analysis for the soil and water samples <br />collected on-site, or other on-site reports and should be reviewed in the context <br />of this report and other site reports. Conditions of the property can change over <br />time and the use of this report by third parties is entirely at their own risk. Please <br />note that reports of contamination must be submitted to the agencies in a timely <br />manner. TRE is not responsible for errors in other consultants' reports, <br />laboratory analysis and reporting, or for information not available, nor unreported <br />or unknown sources of site contamination during the course of the study, and no <br />warranty or guarantee is expressed or implied therein. <br />Xl. Reference <br />Dames and Moore, report dated December 20, 1991 and subsequent monitoring, <br />dated April 1992, entitled "Baseline Investigation Report Delta Bulk Terminals <br />Facility Parcel III Port of Stockton, California" project No. 12650-009-044, 22 <br />pages. <br />Dames and Moore report dated May 21, 1991, titled, " Preliminary Site <br />Assessment Audit Area III Port of Stockton for Metropolitan Stevedore, Project <br />NO. 12650-008-003. <br />Storm water monitoring data, Metropolitan Stevedore Company, Storm Water <br />Pollution Prevention Plan, National Pollutant Discharge Elimination System <br />(NPDES). <br />University of California, Kearney Foundation Special Report, March 1996, <br />Background Concentrations if Trace and Major Elements in California Soils: <br />Kearney Foundation of Soil Science Division of Agriculture and Natural <br />Resources, page 41. <br />Port of Stockton, Aerial Photograph, Dated 2000 <br />11