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~.. <br />October 20, 1980 ' <br />Department of Natural Resources <br />Re: MLRB. File No. 80-47 ' <br />Page Three <br />(g) Aoproved temporary seed mixes may be used on areas likely to be <br />redisturbed within five years of the initial work on these sites. <br />Areas not subject to redisturbance for five or more •~ears including, <br />but not limited to, topsoil stocknilPS and road embankments will <br />be seeded with permanent seed mixtures. Temporary and permanent <br />seed mixtures listed in the application, as supplemented by the <br />Agency and Operator's correspondence, are deemed "approved". This <br />list may, from time-to-time, be amended and supplemented by the <br />operator with the consent of the Staff Director. <br />(2) With respect to Pir. James Pendleton's memorandum of September 15, 1980 to <br />Mr. James McArdle, the operator commits to the following: <br />~7i (a) The operator will, within two (2) years of the issuarce of this <br />~~ permit conduct an.investieation of the geologic, hydrogeologic <br />and surface hydrologic characteristics'of the proposed spent shale <br />~,} disposal area. Results of this study will be included in the <br />operator's annual report for 1982. No spent shale shall ~e dis- <br />posed of until the Staff Director reviews the final design of the <br />spent shale disposal pile. <br />(b) The operator will conduct additions <br />characteristics of spent shale, its <br />density to determine the effects of <br />spent shale pile, and to verify the <br />-properties assumed in the stability <br />spent shale disposal area. <br />L studies of the physical <br />sheer strength and the material <br />possible subsidence upon the <br />accuracy of the material <br />analysis and design of the <br />(c) The operator will conduct a subsidence monitoring program consistent <br />with sound engineering practices which will be undertaken generally <br />to monitor the following parameters: <br />(1) ore zone and overburden rock mechanics properties; <br />(2) ground surface deformation and angle of drew; <br />(3) soil mechanics properties of surficial material (to <br />the extent not adequately covered in the studies <br />referred to in item (a) above); and <br />(4) hydrogeological properties of bedrock and surficial <br />materials (to the extent not adequately covered in <br />the studies referred to in item (a) above). <br />(d) The results of rock mechanic monitoring programs to be conducted by <br />the operator during the course of mining operations will b? made <br />available to the Staff Director, upon request. <br />(e) The operator will conduct a processed shale embankment monitoring <br />program consistent with sound engineering practices which will be <br />undertaken generally to monitor the following parameters: <br />