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GEOTECHNICAL ENGINEERING STUDY <br />Mr. Rick Remsing E-10558 <br />May 5, 2003 Page 8 <br />Slab -on -Grade Floors <br />Slab -on -grade floors may be supported on competent native soil subgrade or on structural <br />fill. Disturbed subgrade soil must either be recompacted or replaced with structural fill. <br />Concrete slabs resting on soil ultimately cause the moisture content of the underlying <br />soils to rise. This results from continued capillary rise and the ending of normal <br />evapotranspiration. As concrete is permeable, moisture will eventually penetrate the slab <br />resulting in a condition commonly known as a "wet slab" and poor adhesion of floor <br />coverings. <br />Therefore if slab moisture is a concern, the slab should be provided with a minimum of <br />four inches of free -draining sand or gravel. In areas where slab moisture is undesirable, a <br />vapor barrier such as a 6-mil plastic membrane may be placed beneath the slab. Two <br />inches of damp sand may be placed over the membrane for protection during <br />construction and to aid in curing of the concrete. <br />Seismic Design Considerations <br />The Puget Lowland is classified as a Seismic Zone 3 in the 1997 Uniform Building Code <br />(UBC). Earthquakes occur in the Puget Lowland with regularity, however, the majority of <br />these events are of such low magnitude they are not detected without instruments. <br />Large earthquakes do occur, as indicated by the 1949, 7.1 magnitude earthquake in the <br />Olympia area, the 1965, 6.5 magnitude earthquake in the Midway area, and the 6.8 <br />magnitude earthquake of February 28, 2001, in the Olympia area. <br />There are three potential geologic hazards associated with a strong motion seismic event <br />at this site: ground rupture, liquefaction, and ground motion response. <br />Ground Rupture <br />The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, <br />ranging in depth from thirty (30) to fifty-five (55) miles. Surface faulting from these deep <br />events has not been documented to date. Therefore, it is ECI's opinion, that the risk of <br />ground rupture during a strong motion seismic event is negligible. <br />Earth Consultants, Inc. <br />