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15. LIMITATIONS <br /> This Sampling and Analysis (SAP) work plan has been prepared by TRE for the <br /> strict use of the law firm LEWIS BRISBOIS BISGAARD & SMITH LLP (Client) and the <br /> ultimate use of the San Joaquin Regional Transit District (san Joaquin RTD). This SAP <br /> has been prepared on behalf of and for the exclusive use of the Client, and is <br /> subject to and issued in connection with the Agreement and the provisions thereof. <br /> This SAP is neither a comprehensive nor an exhaustive site investigation and is limited <br /> in scope as described herein. TRE makes no warranty express or implied that <br /> any potential soil and ground water contamination will be uncovered as the result <br /> of this scope-limited site reconnaissance. The sole purpose of the proposed site <br /> reconnaissance is to assess any potential contamination of the site with respect to the <br /> presence or absence of oil or hazardous materials and substances in the environment <br /> as defined in the applicable state and federal environmental laws and regulations and to <br /> gather information on potential environmental conditions and site contamination. The <br /> passage of time, manifestation of latent conditions, or occurrence of future events may <br /> require further exploration at the Site, analysis of the data, and reevaluation of the <br /> proposed site reconnaissance in this SAP. In preparing this SAP, TRE has relied upon <br /> and presumed accurate certain information (or the absence thereof) about the site and <br /> adjacent properties provided by governmental officials and agencies, the client, and <br /> others identified herein. Except as otherwise stated in the SAP, TRE has not attempted <br /> to verify the accuracy or completeness of such information. TRE developed this SAP <br /> work plan for obtaining soil and groundwater samples from the subject land parcels. <br /> TRE is relying on the information that was relayed to TRE during Phase I ESA <br /> interviews and findings from governmental files found during the Phase I ESA as well as <br /> soil and ground water data obtained by other consultants and laboratories in structuring <br /> the location of the borings and samples. TRE is not responsible for the accuracy and <br /> correctness of the relayed information and historical data generated by other entities <br /> and consultants. In the absence of concrete engineering design data communicated to <br /> TRE by the designer, certain assumptions have been made by TRE in this report for <br /> determining the depth at which soil samples are proposed to be taken in this SAP. <br /> Page 26 of 27 <br />