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<br />February 19, 1993 <br />NOV C-93-006 <br />Page 2 <br />STEP 2: A report format for the Subsidence Monitoring Reports <br />needs to be designed for the six-month and year-end report, in <br />order to fulfill this abatement step. Referencing Stipulation <br />17, "This report format should recognize the importance of <br />continual update of subsidence data interpretation, monitoring <br />of ground water levels and spring flows, monitoring of mine <br />inflow, and subsurface ground conditions which could be <br />correlated to subsidence prediction." (In earlier <br />correspondence between the Division and MCC, during the 1991 <br />(92) Permit Renewal, the Division determined that this <br />stipulation could be terminated because it had been <br />incorporated into the permit application. Upon further review <br />by the Division, it was noted that this stipulation contained <br />two parts. The first part, which required MCC to submit <br />reports of its subsidence monitoring program on a semi-annual <br />basis has been complied with as stated previously; however, <br />the second part requires submittal of a revised report format, <br />which has not been complied with. Since, the second part has <br />not been complied with, the stipulation was not terminated.) <br />Corresponding with Stipulation 17, MCC should consider, at <br />least, providing the information required in STEP 3, below, as <br />part of MCC's year-end submittal. The mid-year submittal <br />could include a portion of this information. <br />STEP 3: As mentioned previously, the Division did receive a <br />Subsidence Monitoring Report on January 19, 1993. Since it <br />has been one-and-a-half years since the Division has had the <br />opportunity to review MCC's subsidence data, the following <br />information must be submitted in order to abate STEP 3: <br />1. A summary of surveying techniques and monitoring schedule. <br />2. The elevation difference between the current survey and <br />the last survey. <br />3. A comparison of predictions versus actual data. <br />4. A topography map with the subsidence monuments for the <br />F-seam and B-seam clearly identified, as well as the bench <br />mark monuments for each subsidence monitoring network. <br />5. Amine plan map which shows where mining has occurred <br />since the last survey and where mining will occur until <br />the next survey is completed. This map should be the same <br />scale as the map requested in #4 above, so that the two <br />maps can be superimposed. <br />6. A summary of the subsidence results to date. <br />