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Repon of Soils investigation <br />2215 South Standard Ave., Proposed Addition <br />Page 8 of 27 <br />Job No. 40-0613 <br />1 <br />I <br />MI A il 5 999 <br />8.2.6 Poorlv Graded Sand (SP) <br />Brown poorly graded sand is encountered at approximately 49 fbg. The material <br />encountered is described as fine to medium grained, very dense, and saturated. <br />8.3 Groundwater <br />Depth to groundwater was determined to be 22 fbg for the subject site. The soil profile <br />for the site increased in moisture content becoming wet at 18 fbg. Boring 2 remained <br />open for 2-3 hours after drilling was completed to allow for recovery ofthe groundwater <br />table. Once the water stabilized, the depth to groundwater was approximately 22 {bg. <br />Soils below 22 fbg ue saturated. <br />8.4 Geologic Hazards <br />8.4.1 General <br />From our investigation it appears that geologic ha,^rdr ", the site are primarily <br />limited to those caused by violent shaking from earthquake generated ground <br />motion waves. The potential for damage from displacement or fault movement <br />beneath the proposed structure should be considered unlikely due to distance to <br />known active faults. The potential for liquefaction to occur during the predicted <br />seismic event is high. <br />I