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<br />Chrislinn Kanm~kar <br />hfarch 2, 2000 <br />Pnge 1 <br /> <br />5. The use of the 0.1 H:1.OV mine slope used for the stability analysis is consistent with the <br />mining slope as represented on the revised mining plans previously submitted to your <br />office (Exhibit C & F). <br />6. The operator commits to submitting a Technical Revision with the complete liner <br />specifications (construction, soil and quality assurance) prior to exposing groundwater at <br />the site. <br />As we also discussed, the analysis data is attached for your reference and ability to see our <br />conclusions and findings in the report previously submitted to you. <br />Once again, thank you for your continued assistance in receiving a final permit approval from <br />your office. It is a pleasure working with you! <br />Sincerely, <br />TUTTLE APPLEGATE, INC. <br />U t~.-~_,l, vC j~ <br />l~ ~ <br />Shani L. Eastin <br />Planner <br />Enclosure <br />CC: <br />TA File 99-182 <br />Mike Refer, CAMAS Colorado Inc. <br />Objector's List as attached <br />Weld County Clerk to the Boazd <br />