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SIGNET <br /> RsdngLabs <br /> August 1, 2001 STL Project No. 0010771 <br /> GEOTECHNICAL ENGINEERING INVESTIGATION <br /> FRENCH CAMP SELF STORAGE <br /> FRENCH CAMP ROAD AT HIGHWAY 99 <br /> FRENCH CAMP, CALIFORNIA <br /> INTRODUCTION <br /> This report presents the results of our Geotechnical Engineering Investigation for the proposed French <br /> Camp Self Storage Facility to be located at the northwest corner of French Camp Road and Highway <br /> 99 in French Camp, California. Discussions regarding site conditions are presented herein, together <br /> with conclusions and recommendations pertaining to site preparation, Engineered Fill, utility trench <br /> backfill, drainage (percolation rates) and landscaping, foundations, concrete floor slabs and exterior <br /> flatwork, retaining walls, and pavements. <br /> A site plan showing the approximate boring locations is presented following the text of this report. A <br /> description of the field investigation, boring logs, and the boring log legend are presented in Appendix <br /> A. Appendix A contains a description of the laboratory testing phase of this study, along with <br /> laboratory test results. Appendices B and C contain guides to earthwork and pavement specifications. <br /> When conflicts in the text of the report occur with the general specifications in the appendices, the <br /> recommendations in the text of the report have precedence. Appendix D contains the nitrate loading <br /> study. <br /> PURPOSE AND SCOPE <br /> �. This investigation was conducted to evaluate the soil and groundwater conditions at the site, to make <br /> geotechnical engineering recommendations for use in design of specific construction elements, and to <br /> provide criteria for site preparation and Engineered Fill construction. <br /> Our scope of services was outlined in our proposal dated June 18, 2001 (Proposal No. 30-01378) and <br /> included the following: <br /> A site reconnaissance by a member of our engineering staff to evaluate the surface conditions at <br /> the project site. <br /> — . A field investigation consisting of drilling four exploratory borings and two percolation test <br /> borings to a maximum depth of 20 feet for evaluation of the subsurface conditions at the project <br /> site. <br /> �' 1417 No.Market Blvd.,Suite 1 . Sacramento,CA 95834 . (916)568-5858 . Fax: (916)568-5813 <br />