Laserfiche WebLink
1) A source of ground shaking, such as an earthquake, capable of generating soil mass <br />distortions; <br />2) A relatively loose sandy soil fabric exhibiting a potential for volume reduction; and <br />3) A relative shallow groundwater table or completely saturated soil conditions that will <br />allow positive pore pressure generation. <br />Review of the boring logs and samples obtained indicate that the soil below the groundwater is <br />predominately clay which is not considered susceptible to liquefaction due to its cohesive nature. The <br />isolated layers of sandy soil encountered below the water table appear to have adequate relative density <br />and confint to resist liquefaction. As a result, engineering analysis of the site conditions indicate <br />soil liquefaction at the site induced by seismic shaking is not anticipated to have an adverse affect on the <br />proposed development. <br />JN 40007-095-01 <br />ftVnsN\97-06jun\abvygeo.doc <br />4-3 <br />