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Mr. Steve Magnuson <br />May 5, 1987 <br />Page 4 <br />Analyses were also conducted with an effective shear strength in the refuse <br />material of 30 degrees. These analyses yielded minimum calculated factors of <br />safety above 1.5 and 1.1 for static and seismic conditions, respectively. <br />These analyses indicate that factors of safety calculated for the Golden Eagle <br />refuse pile are above minimum criteria (dictated by the Colorado MLRD), based <br />upon the conditions and geotechnical characteristics outlined in this letter. <br />If you have questions concerning this Letter, please contact me. References <br />cited in this letter are listed in Attachment A. <br />Yours sincerely, <br />WATER, WASTE 8 LAND, INC. <br />~CUIS <br />:GCIWI ~U1~IGLIA.L'I <br />Clint Strachan, P.E. <br />Senior Geotechnical Engineer <br />Attachments <br />vV ~ W; <br />4~~i~~F OF C O~'~~~~`. <br />u <br />