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FML, Inc. <br />STS Project 93589 <br />August 28, 1985 <br />-16- <br />We recommend that observation and testing of excavation bases and <br />density testing of fill materials placed should be performed by an <br />experienced STS Technician to verify that soil conditions are as <br />encountered in the borings, or to detect any soil conditions which <br />lare not suitable for foundation or floor slab support. <br />GENERAL QUALIFICATIONS <br />This report has been prepared in order to aid in the evaluation of <br />this property and to assist the architect/engineer in the design of <br />this project. The scope is limited to the specific project and <br />location described herein, and our description of the project <br />represents our understanding of the significant aspects relevant to <br />Isoil and foundation characteristics. In the event that any changes <br />in the design or location of the structures as outlined in this <br />l report are planned, <br />we should be informed so that changes can be <br />reviewed and the conclusions of this report modified or approved in <br />writing by the soil and foundation engineer. AS A CHECK, WE <br />-- RECOMMEND THAT WE BE AUTHORIZED TO REVIEW PROJECT PLANS AND <br />SPECIFICATIONS TO CONFIRM THAT OUR REPORT RECOMMENDATIONS HAVE BEEN <br />INTERPRETED IN ACCORDANCE WITH OUR INTENT. WITHOUT THIS REVIEW, WE <br />WILL NOT BE RESPONSIBLE FOR MISINTERPRETATIONS OF OUR DATA, OUR <br />i <br />f ANALYSIS, AND/OR OUR RECOMMENDATIONS NOR HOW THESE ARE INCORPORATED <br />INTO THE FINAL DESIGN. <br />It is recommended that all construction operations dealing with <br />1 <br />earthwork and foundations be reviewed by an experienced soil <br />engineer to provide information on which to base a decision whether <br />the design requirements are fulfilled -in actual construction. If <br />you wish, we would welcome the opportunity to provide field con- <br />struction services for you during construction. <br />The analysis and recommendations submitted in this report, are <br />based on the data obtained from the soil borings performed at the <br />locations indicated on the location diagram and from any other <br />information discussed in this report. This report does not reflect <br />