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date. The specific reason for this drop was not apparent, although many historical boreholes and some faulting <br />exists in this general vicinity. Water levels in 2010 were similar to the previous water years. TDS values for <br />FBR-2-E (Figure 23) dropped in 2001, rebounded back to historical values, and began dropping again in 2003 <br />through 2010. 2009 exhibited an historic low TDS of 675 mg/1. The exact reason for this decline is unknown, <br />and does not appear to correspond with stable water levels. <br />Well 97013TC (Figure 24) water levels remain consistent with that of the last two years. Water quality values for <br />well 97013TC (Figure 25) appear consistent with historical values. <br />Fish Creek Sandstone: Two Fish Creek Sandstone wells (91M001 and 91M004) require monitoring on a <br />semiannual basis for water level only. An additional well (Ashley) requires semi-annual monitoring for water <br />levels and field parameters, and annual water quality sampling. Tables 15 through 17 provide summaries of the <br />2006 Water Year data collected at each site. Tables 15a through 17a provide historical statistical summaries of <br />collected data at each site. Figure 26 provides graphical representation of the period of record water levels <br />measured at sites 91M001 and 91M004. A rise in water level for 91M001 was observed in 2009, but has dropped <br />back to historical values in 2010. The reason for the rise in 2009 is unclear, and this anomaly will be checked in <br />2011. <br />Water levels at the Ashley well (Figure 27) dropped appreciably after subsidence, but afterward began to recover <br />in 1998. Seasonal changes in water levels have been evident, although water levels have appeared close to the <br />same levels from 2005 through 2010. TDS values at the Ashley well (Figure 28) have exhibited a general decline <br />since 1996. Field measurements and water quality parameters for the Ashley well are provided on Table 17. <br />Water quality values were within the typical historical range of other wells in this aquifer. <br />3.2 Alluvial Groundwater Monitoring <br />Table 18 presents a summary of alluvial well monitoring frequencies, which was last updated for Permit Revision <br />6 (PR 03-06) in March of 2004. <br />Alluvial ground water in the Twentymile Park Basin exists under unconfined conditions within the alluvial <br />materials underlying the major surface drainages of the area and backfilled areas of adjacent surface mined areas. <br />Stream flows are the primary source of recharge to the alluvial aquifers. Alluvial deposition is limited in areas <br />where stream gradients are relatively steep and in areas where the stream channel has eroded to or intersects <br />resistant bedrock. Consequently, the alluvial deposits do not tend to be continuous. Shallow wells completed in <br />these deposits indicate that they are usually less than 20 feet thick and the depth to ground water is typically less <br />than 10 feet. The limited extent of the Foidel Creek alluvial deposits, and the lack of base flow in the creek <br />indicates that these deposits are relatively insignificant to the area ground water hydrologic system. <br />Alluvial deposits containing groundwater are monitored in the Foidel Creek, Fish Creek, Trout Creek and Middle <br />Creek drainages. In the Foidel Creek drainage, sites both upstream and downstream of the TCC portals and <br />support facilities are monitored. In the Fish Creek Drainage, sites upstream and downstream of the Mine 2 area <br />and the Fish Creek Borehole mine dewatering facilities are monitored. <br />7