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• s <br />RULE 6.5 <br />GEOTECHNICAL STABILITY EXHIBIT <br />SPRING CREEK PASS <br />This pit is located on a gently sloped, flat topped ridge. The maximum slope of the flat <br />topped ridge is 5%. The maximum cut from existing terrain to the pit bottom is expected to be <br />15 to 20 feet maximum on a 3:1 slope. The finished pit bottom is expected to be flat, sloping <br />about 2 to 3% to the northeast. No blasting will be done on this site. There are no geological <br />hazards or stability problems associated with the site or the mining operation. <br />