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MOIStUtC/Dens <br /> The field moisture contents and dry unit weights were determined for selected soil samples. <br /> The wet unit weight was determined in pounds per cubic foot, and the field moisture content <br /> was determined as a percentage of the dry weight. The results of these tests are presented on <br /> the boring log in Appendix A. <br /> Sieve Analysis <br /> A grain size analysis and determination of the percentages of material passing the No. 200 <br /> sieve was conducted on two samples. The sieve analysis results are used as an aid in soil <br /> classification. The sieve analysis results are presented in Appendix A. <br /> CONCLUSIONS <br /> Based on the results of our geotechnical investigation including field reconnaissance, <br /> laboratory testing and engineering analysis of the subject site. It is our opinion that the <br /> proposed development is feasible from a geotecbnical standpoint provided the <br /> recommendations contained in the following section are incorporated into the project plans' <br /> and specifications. <br /> 1) The site is underlain with Brown Silty Sand, to a depth of approximately S <br /> feet. Below this soil is a dense, Tan Sandy Silt. <br /> 2) These soils are not expansive. <br /> 3) The Potential for Liquefaction and/or seismic induced surface rupture is low. <br /> 4) Differential settlement should not be a problem. <br /> DESIGN RECOMMFNDATIONS <br /> General <br /> The recommendations which are presented in the following sections of this report are <br /> provided to minimize potential problems associated with these on-site soils and at the same <br /> time provide for an economic development. Any unusual or unforeseen conditions <br /> encountered during site construction should be brought to our immediate attention to assure <br /> the appropriate recommendations are initiated. <br /> (4) <br /> I <br />