Laserfiche WebLink
• dewatering and subsidence associated with Mines 5 and 6. The declines in the levels <br />in Wells 81-01 (Figure 6) and 83-01 (Figure 7) between 1988 and 1990 appear to <br />have leveled off since the middle of 1990, and have recovered to initially monitored <br />levels. Water levels in these two wells measured during 1996 are similar to the levels <br />measured in the early eighties with an increasing trend noted at well 81-01. The slight <br />recovery from 1984 through 1988 is apparently the result of a shift in the location of <br />mining to an area further up-dip. Water level fluctuations since 1983 are greater in <br />Well 81-01 as compared to Wells TR-7A and 83-01 as would be expected since this <br />well is closer to the location of mine dewatering. Water levels in well TR-7a (Figure 5) <br />appeared to exhibit a decline during 1996. CEC will continue to monitor this trend. <br />The water levels in Well 83-02 (Figure 8) show a different pattern. The water level <br />• decline of about 150 feet from 1987 to mid 1989 in Well 83-02 is determined to be <br />related to mine dewatering as Mine 5 workings approached the location of the well. <br />The more abrupt 200 foot decline in water levels observed near the end of 1989 and <br />beginning of 1990 is thought to be a drawdown response due to subsidence as its is <br />located on only a few hundred feet horizontally from an F seam longwall panel which <br />was mined in a similar time frame. The water level stabilized until 1994 when it <br />recovered to the 1983 levels. Wells TR-4 and 83-03 are located at greater distance <br />horizontally from the active operations for mines 5 and 6. Water levels in Well TR-4 <br />(Figure 4) historically appear to be related to the fluctuations observed on all three of <br />the downgradient Middle Sandstone Wells: 81-01, 83-01 and 83-02. However, during <br />• 1996, water level measurements at well TR-4 appear to indicate a significant increase <br />C-81-044 1996 AHR. I\EMPIREWHR\96AHR\EMPAHR96 DOC Page 3 <br />