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Permit C-81-071 1996 Annual Hydrology Report <br />• bedrock wells monitored in the area. New maximum values for well 006-82-74C (Table 4 <br />' include total dissolved solids, recorded in April, and dissolved lead and ortho-dissolved <br />phosphorus values recorded in September. At wells 94M001 (Table 6) and 94M002 (Table 7), <br />several parameters returned values outside of previously established ranges for these sites as <br />the database for these sites is limited and typical ranges are still being established. No <br />significant deviations were noted however. <br />ALLUVIUM <br />Alluvial sediments are monitored in the Foidel Creek valley upstream and downstream of Mine <br />1 and Eckman Park and in the Fish Creek valley upstream and downstream of Mine 2. Three <br />wells completed in the Foidel Creek alluvium are monitored (001-S-5, 009-S-10, and 008-AV-2). <br />Three wells completed in the Fish Creek alluvium are also monitored (006-AY-1, 006-AZ-3, and <br />006-AW-2). <br />Foidel Creek Alluvial Groundwater: During 1996, three Foidel Creek alluvial wells (009-S-10, <br />001-S-5, and 008-AV-2) required monitoring for water levels and field parameters on a monthly <br />basis, and water quality sampling on a quarterly basis. All monitoring requirements were met at <br />these sites. Tables 8 through 10 provide summaries of the 1996 Water Year data collected at <br />each site. Tables 8a through 10a provide period of record statistical summaries of collected <br />data at each site. Figures 12 through 17 provide graphical representations of water levels and <br />TDS concentrations recorded at each site. <br />Water levels during 1996 remained generally consistent with established ranges and patterns <br />and showed the typical seasonal variability of elevated water levels in the spring. Well 009-S- <br />• 10 provides data for the alluvial aquifer downgradient from the Eckman Park mine (Figure 14). <br />This well exhibited noticeably higher water levels in the spring due to the significant snowpack <br />causing high runoff levels. Well 001-S-5 is located downgradient from Mine 1 and below the <br />Twentymile Coal Company mine portals and is monitored in conjunction with surface water <br />monitoring site 8. Figure 12 is indicative of the general relationship between the alluvial <br />groundwater elevations and surface water elevations at these two sites. Wells 008-AV-1 and <br />008-AV-2 are monitored in conjunction with surface water site 304 at a point on Foidel Creek <br />approximately 1000 feet upstream of the confluence of Foidel and Middle Creeks. Water levels <br />in these wells and the stream show the typical seasonal interrelationship of relatively rapid <br />increases and declines associated with spring runoff (Figure 16). The longer term trends in <br />water levels at these sites generally parallel the fluctuations observed in annual streamflows. <br />Field conductivity measurements in general at well 001-S-5 (see Figure 13; 1996 average <br />approximately 2000) were again noted to be higher than the upgradient site 009-S-10 (see <br />Figure 15; 1996 average approximately 1250). Moving downgradient, field conductivities at well <br />008-AV-2 are averaging approximately 1750. Conductivity values at well 009-S-10 fluctuated <br />within previously established ranges during 1996 with the exception of an unusually high value <br />recorded in November 1995. The generally increasing field conductivity trend noted in 1994 <br />and 1995 for well 001-S-5 appears evident again in the 1996 data although a marked decline <br />was recorded during the latter half of the year. Field conductivity measurements at well 008- <br />AV-2 are comparable to measurements at well 001-S-5 and occurred within previously <br />established ranges for these sites. Previously noted increasing TDS concentrations at well <br />008-AV-2 appear to have stabilized somewhat during 1996. CYCC will continue to monitor the <br />direction of this trend. <br />• <br />I \DOCUMENTWHR\ECKMAN\EP96TE%T DOC 03/28/97 Page 3 <br />