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confirmed that a seep does exist along the interface of differing lithologies in the upper portion of <br />the slump azea. Appazently, the abnormal winter and spring conditions enabled a substantial <br />amount of moisture [o infiltrate into cracks and fissures in the bedrock material above the slump. <br />The moisture subsequently exited the bedrock at the lithologic interface via the seep and <br />saturated the unconsolidated surface soils to the point of liquefaction. Additional visual <br />inspections indicate the slump material is draining and resting comfortably with the toe supported <br />by the reclaimed C-Building access road. Based on the observations made to date, P&M believes <br />the most prudent course of action is to continue to monitor the slump to determine if it has <br />reached stability through self-draining and a lazge toe configuration. <br /> <br /> <br />20 <br />