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*Moe �60 3 preparation and earthwork considerations are included in the final section of the report. Accompanying illustrations, presenting design information and seismic considerations, follow the report text. Also presented are boring logs and field and laboratory test results. Limitations This report has been prepared for San Joaquin Limited and PSE, Inc. to be used solely in the planning and design of the San Joaquin Limited Cogeneration Facility in Lathrop, San Joaquin County, California. In performing our profes- sional services, we have used the degree of care and skill ordinarily exercised under similar circumstances by reputable geotechnical engineers practicing, at this time, in this or similar localities. No other warranty, expressed or implied, is made as to the professional interpretations included in this report. This report is issued with the understanding that it is the responsibility of our client to transmit the information and recommendations of this report to developers, owners, buyers, Architects, Engineers, and Designers for the project so that the necessary steps can be taken by the Contractors and Subcontractors to carry out such recommendations in the field. The conclusions and recommendations contained in this report are solely professional opinions derived in accordance with current standards of professional practice. " The scope of our services did not include any environmental assessment or investigation for the presence or absence of hazardous or toxic materials in the soil, surface water, groundwater or air, on or below or around this site. Any statements or lack of statements in this report or on the soil boring logs regarding odors or materials noted as well as unusual or suspicious items or conditions observed are strictly for the information of our client. Although some of the site may have been affected by previous material disposal practices, consideration of environmental and hazardous waste issues is beyond the scope of our study. Recommendations offered relative to site development, foundation design and construction, and earthwork activities are offered without consider- ation of environmental liability implications. We recommend that the development plans for this site be reviewed with respect to the potential environmental liability consequences. We recommend that McClelland Consultants be provided the opportunity to review geotechnical aspects of the foundation design, earthwork drawings, and 1144A/CC-3 11 McClelland