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Z�rnrig Properlp 9J-11-10 <br /> Ercretl, IVnshiriglnn <br /> 4.0 CONCLUSIONS AND RECOMMENDAI'IONS <br /> Based on our site reconnaissance, subsurface exploration program and ot7ice <br /> studies, the development of this site and construction of the proposed single family <br /> residence at this site is feasible from a geotechnical and geological standpoint, <br /> utilizing spread foundations and conventional construction measures. <br /> 4.l Seasonal Worldne Conditions <br /> The sandy soils encountered during our explorations on this site were mostly fine- to <br /> medium-grained and some did contain a small amount of silt. For these reasons, the <br /> soils should be considered slightly moisture sensitive. Work should be able to <br /> progress during all but the wettest times of the year. <br /> 4.2 Sitc Prenaration <br /> The driveway prisms and areas to be graded or that will receive fill should be <br /> stripped of brush, dense root accumulations, and any undocumented fill or organics <br /> prior to placing any fill or surfacing material. Based on our subsurface explorations, <br /> we estimate that tlie stripping effort should be on the order of up to 0.5 feet over <br /> most of the site. Ho�mever, we did encounter 4.0 feet of fill and topsoil in TP-3, <br /> 3 GES, bzc. <br />