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Dudash,Joe <br />From: Gorham, Kent <br />Sent: Friday, October 19, 2001 9:25 AM <br />To: Dudash,Joe <br />Cc: Brown, Sandy; Hernandez, Dan <br />Subject: TR-22, Bruce Park Dam Study, Bowie No. 2 Mine <br />I have completed review of the materials submitted under TR-22 for the Bowie No. 2 Mine. I concur with your assessment <br />that the submittal was minimal, at best, especially regarding the proposed seismic monitoring. I also reviewed the <br />geotechnical report specific to the overall summary/findings and the embankment materials encountered through drilling. <br />My comments are as follows. <br />1. The applicant seems confused as to the purpose of the seismic monitoring plan. The proposed plan (TR-22) calls <br />for baseline monitoring prior to mining within one mile, then additional monitoring would continue as mining approached <br />the dam. Collecting data at the dam from longwall mining outside a one mile radius from the dam would not seem to <br />provide accurate or realistic estimates concerning the seismicity from mining inside the one mile radius. From my <br />perspective, monitoring contemplated by the Division was meant to attempt to determine, from mining alreadv approved. <br />the magnitude and character of seismicity due to roof collapse. This would require a monitoring plan focused around one <br />or more of the existing (and already approved) panels to be mined in the next year or so. I would envision multiple seismic <br />monitoring sites located over and adjacent to a panel at specific distance intervals out to at least 1500 feet. Monitoring <br />would be conducted on a varying frequency, probably more frequent as mining approached and subsequently passes by, <br />the seismic stations. Our goal is to understand the potential seismic impact prior to approval of mining within one mile of <br />the dam. <br />2. I did not see any evaluation or analysis of the dam stability due to potential seismic effects from mining, or for the <br />matter, natural causes. I would think that the dam would be more prone to failure when it was full than when it was empty. <br />Assuming I am correct, I think their should be some sort of evaluation or statement regarding the stability, in general, as <br />well as stability under a certain magnitude of seismic event using both saturated and un-saturated conditions for the dam. <br />The report seemed very superficial. <br />I would recommend the applicant propose a plan to collect seismic information from longwall mining in panels DS and D6, <br />proposed for mining in 2002. This would allow sufficient time to then submit a subsequent revision for mining inside one <br />mile of the dam. This subsequent revision would include an analysis of the data collected from panels D5 and D6 related <br />to seismicity and possible material damage to the dam or other structures. <br />Let me know if you have any questions <br />