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Susan Burgmaier -3- March 20, 2014 <br />that material may encroach upon the buffer, please evaluate the effect on the <br />stability of the pile as a whole if the setback is not maintained, <br />BOW2: Please see HBET's response in attached document, section 3.6. <br />4. Buckhorn's response includes the proper citation. This item is resolved. However, <br />a new, related issue is incorporated here: <br />a) For permanent inclusion into Volume IX of the permit, the two documents <br />submitted by Buckhorn (05- Dec -2013 and 04- Feb -2014) should be replaced by <br />a single comprehensive report which also addresses the issues raised in this <br />latest adequacy review, <br />BOW2: Please see HBET's response in attached document. The Rule request <br />referenced in the first adequacy response has been included in section 3.4 of the <br />attached report. <br />5. DRMS: The TOC was updated, as requested, but the date of the latest Buckhorn <br />report was listed as February 4, 2012. The date should be February 4, 2014, <br />however the TOC will require an additional revision (see Item 4a, above) that will <br />correct this error. <br />The date of the September 2012 report is listed as September 5, 2012. The report <br />is actually dated September 7, 2012. Please correct the TOC with the correct date <br />for the September 7, 2012 report. <br />It would also be helpful if the list of stability analyses were further identified by the <br />permitting action that prompted the report. Please consider adding the <br />applicable revision number to each listed report. <br />BOW2: Please see the revised Table of Contents. <br />6. Item resolved <br />7. Item resolved <br />8. Item resolved <br />9. Item resolved <br />10. Item resolved <br />11. Item resolved <br />12. Recent stability analyses (since 2012) have assumed no phreatic surface exists in <br />the compacted waste. Based on the fact that pore pressures, as observed in two <br />Vibrating Wire Piezometers installed in Gob Pile #2, are not dissipating, this <br />