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i <br /> In our view further work is not warranted on the basis of this information. Wright recommends <br /> that this site should be considered for no further action for"site closure"at this time. <br /> I <br /> 8.4 Limitations <br /> This report has been prepared specifically for the City of Tracy Municipal Airport Site at 29633 <br /> Tracy Boulevard in Tracy, CA and was performed according to the current State and local <br /> agency suggested guidance documents for these investigations. The interpretations, conclusions <br /> and recommendations made herein are based on the data and analysis for the soil and water <br /> samples collected on-site. Conditions of the property can change over time and the use of this <br /> report by third parties is entirely at their own risk. Please note that reports of contamination must <br /> be submitted to the agencies in a timely manner. This report has been prepared for use solely of <br /> City of Tracy, our Client. This report shall not be relied upon by or transferred to any other <br /> party, or used for any other purpose, without the express written authorization of our Client, and <br /> Wright Environmental Services, Inc. Wright Environmental Services, Inc. is not responsible for <br /> errors in laboratory analysis and reporting, nor for information not available, nor unreported or <br /> unknown sources of site contamination during the course of the study, and no warranty or <br /> guarantee is expressed or implied therein. <br /> If you have any questions,please call or write. <br /> Sincerely, <br /> right Envi onmental Services,Inc. <br /> `pNAL <br /> �Q�ER M 0 O� <br /> Jo Lynch Christopher M. Palmer <C �N 0y <br /> President C. E. G. 1-262 <br /> No. <br /> X CERTIFIED 1 <br /> ENGINEERING <br /> GEOLOGIST <br /> Attachments: Figure 1. Location Map Q C P.0 <br /> Figure 2. Exploratory Boring Locations i <br /> Figure 3. Geologic Cross Section <br /> Exploratory Boring Log—B-6 <br /> Chemical Analytical Reports and Chain-of-custody <br /> i <br /> Page 6 of 7 <br />