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• Later in the su <br />m <br />SCC re <br />raded the sl <br />areas that fail <br />[h <br />d t <br />b <br />t <br />f SCC' <br />bili <br /> m <br />er, g <br />ope e <br />o <br />e <br />es <br />o s a <br />ty <br /> and the limitations of the ecjuipment operating safely. Upon con~le[ion of this field <br /> work, Mw was contacted to perform a geotechnical and stability analysis of the regraded <br /> slopes. This analysis was conducted in August 2 000. The results of that investigation <br /> are contained in Addend um 13-12B-D. The results of the stability analysis calculated a <br /> Factor of Safely for the regraded slope greater th an 1. 3. <br />The regraded slopes had shown no further evidence of any movement until the CDMG <br />Inspection conducted on June 14, 2001. Two areas of slumping and cracking have occurred <br />along the berm ditch and outslope of Haul Road D. Based on this inspection another site <br />visit was conducted by SCC/Mw sta Ef on June 18 and 19. The plan to regrade and stabilize <br />this portion of the Haul Road D outslope is located in Addendum 13-12B-E. SCC will <br />initiate these activities immediately to stabilize this area before additional movement <br />occurs in this area. <br />• <br /> <br />13-12B-2 Revised 06/01 <br />