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2009-10-30_PERMIT FILE - C1982056 (6)
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2009-10-30_PERMIT FILE - C1982056 (6)
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Last modified
8/24/2016 3:56:36 PM
Creation date
2/9/2010 3:02:29 PM
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Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Permit File
Doc Date
10/30/2009
Doc Name
WESTERN MINING DISTRICT
Section_Exhibit Name
Exhibit 25Z WMD Subsidence Review
Media Type
D
Archive
No
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SubTerra, Inc. Twentymile Coal Company 04/07/09 <br />Foidel Creek Mine <br />Permit Revision PR09 -08 Subsid Evaluation <br />4.3. Predicted Impacts to the AVF <br />4.3.1. Increase in Fish Creek's Surface Area <br />Our evaluation indicates that subsidence would result in over - topping of either the north or south high <br />bank over portions of the affected creek length. Over - topping will cause Fish Creek to spread out over <br />the AVF and link up with oxbow lakes that were previously part of the creek. The elevation of these <br />areas is typically within about one foot of Fish Creek's high bank(s) so that, in some cases, the creek <br />level will rise up against the surrounding ground. As shown in Drawing 4, there is no indication that <br />the creek will occupy areas outside of its AVF. <br />The estimated increase in Fish Creek's surface area is shown in Table 2 and on Drawing 4. Under <br />normal flow conditions, subsidence of the AVF is predicted to result in an increase of Fish Creek's <br />surface area, after panels 15 -Left through 13 -Left have been mined out, of just under 40 acres. <br />The subsided area of Fish Creek may expand during peak flow months (e.g., see April and May in <br />Table 3) and during off - normal years when peak flows (e.g., see 1996 in Table 4) are experienced. <br />However, the relative expansion is expected to be less than previously experienced by the un- <br />subsided AVF as stream velocities, and hence gradients, will decrease in flows over the undermined <br />areas. This may in turn result in sediment deposition over the mined out areas and scouring in areas <br />where subsidence has been limited by the presence of the rigid -yield pillar pair. The net increase in <br />Fish Creek surface area during peak flow has been evaluated, assuming an associated, estimated <br />increase in creek elevation of 2 feet, using the 3 -D modeling software. The additional flooded area, <br />for high water conditions was estimated to be approximately 27 acres as shown in Table 5. The <br />expanded surface area is shown on Drawing 5. <br />4.3.2. Potential for Fissure Development and Water Loss (or Stream Pirating) <br />Surface cracking or fissuring has previously been confined to areas where the Twentymile sandstone <br />either outcrops or is located relatively close to the surface. In these areas, the blocky nature of the <br />Twentymile sandstone may result in strain concentration at joints, abnormal displacement between <br />adjacent blocks and surface cracking. <br />The combination of a maximum predicted tensile strain of +0.005 and relatively thick cover of marine <br />shale over the Twentymile sandstone in the study area will decrease the potential for surface cracking <br />or fissuring. The potential for water loss under these conditions is extremely low. <br />In addition, no evidence of "stream pirating" has been observed during extensive undermining of Fish <br />Creek and its AVF by Panels in the Northern Mining District. <br />5. Monitoring Requirements <br />Visual inspection and conventional or GPS surveys of the Fish Creek areas may be used to confirm <br />the predicted effects of mining. This methodology has previously been successfully used in the <br />Eastern and Northern Mining District. <br />4 PN: 2009 -04 <br />
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