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Division: <br /> Based on the June 2 to 5, 2020 geotechnical investigation, an updated slope profile for Section 4A <br /> has been provided and an associated pseudo-static slope stability analysis was conducted. The <br /> results of this analysis meet the minimum criteria of 1.3 for seismic conditions as stated under <br /> Section 30. The Division's Comment 3 has been satisfied with no additional comments. <br /> This concludes my review of Climax Molybdenum Company's TR-32 adequacy responses. If you have <br /> any questions, feel free to contact me. <br /> Sincerely, <br /> Zach Trujillo <br /> Environmental Protection Specialist <br /> (303) 866-3567 ext. 8164 <br /> Zach.Trujillo@state.co.us <br /> Henderson Mine Geotechnical Review Memo—TR-32 July 14,2020 <br />