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The Pioneer Engineering Corporation <br />Project No: S97-0124 <br />06/09/97 <br /> Page No: iv <br /> <br />If this option is chosen, we recommend the construction of a daylight basement to optimize project <br />COSTS. <br /> <br />Floor slab <br /> <br />We anticipate the use of a flamed slab with crawl space for this project. If slab-on-grade is used, it <br />may be supported directly on existing fill subgrade or on structural fills after topsoil removal. All slab <br />subgrade areas should be prepared in accordance with our site preparation recommendations. <br /> <br />In order to minimize potential for visible cracking due to differential settlemenTS, we recommend the <br />placement of additional reinfomement in any slab-on-grade. <br /> <br />Slope Protection <br /> <br />We recommend the installation of an interceptor drain along the northesu property boundary in order to <br />minimize surface water sun-off from uphill areas and subsequent erosion of on-site fill slope. The <br />interceptor drain should be connected to a suitable receptacle such as a storm drain. <br /> <br />Existing fill slope should be covered with erosion mat, vegetation, or mulch, etc. to minimize ongoing <br />severe erosion. Roof downspouTS and all other drains must be discharged beyond the toe area of the <br />slope or into a suitable receptacle such as storm drain. <br /> <br />Septic system shouM not be installed in the fill slope area. Moreover, areas near the toe of the slope <br />should not be excavated without consulting a geotechnical engineer. <br /> <br /> <br />