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• of Pond M3S (Site 76). Due to 11te timing of this installation, CYCC did not provide initial monitoring <br />information for the replacement well until the 1993 AHR submittal. <br />Water Levels -Plots of historic water levels in the hvo currently monitored Mine 3 spoil wells are <br />presented as Figures 12 and 13 in this report. 1998 water levels were measured at depths typical for <br />these sites. Tables 8B and 9B provide period of record statistical summary inforntation for water levels <br />at wells 008-SP-4B and 008-SP-SA. <br />Water Quality -Water quality data for the Mine No. 3 spoil wells is presented on Tables 8, 8A, 9, and <br />9A. A plot of historic total dissolved solids concentration for well 008-SP-SA is presented as Figure <br />14. Water quality constituent concentrations for all parameters monitored at well 0(IS-SP-SA during <br />1998 were within the established ranges historically associated with this site, except for the new <br />minimum value recorded for pH (lab) in August. Three water quality constituent concentrations <br />measured for well 008-SP-4B during 1998 fell beyond the rmtges previously established for this site. <br />During May a new maximum value was recorded for conductivity (lab}, and new minimum values were <br />recorded for pH (lab) and SAR in August. Two full suite analyses are required from each spoil well, <br />these were collected in May and August. <br />Dissolved solids concentrations appear highly variable in well 008-SP-SA (see Figure 14). The spoil <br />well water is a calciwu-sulfate type with high bicarbonate and relatively low SAR. The water is higher <br />in dissolved solids than [he background bedrock levels. The 1998 data does not indicate any <br />significantly high trace metals concentrations. <br />• Sl1RFACE WATER MONITORING <br />Foidel Creek in the vicinity of Mine 3 is monitored for flow and water quality at USGS Site 09243900 <br />also known as Site 900. Site 900 is located on Foidel Creek approximately one-half mile upstream of <br />the confluence of Foidel and Middle Creeks (see Figure 2). Middle Creek in the vicinity of Mine 3 is <br />monitored for flow and water quality at hvo (2) locations. USGS Site 09243700, also known as Site <br />700, is located on Middle Creek approximately one mile upstream of dte cotdluence of Foidel and <br />Middle Creeks; Site 29 is located on Middle Creek approximately one mile downstream of [he <br />confluence with Foidel Creek (see Figure 2). <br />Flows - Streamflow measurements are gauged at [he pvo USGS sites and at Site 29. Due to the size of <br />the streams at the established monitoring locations, flows are rated rather than measured using a more <br />accurate controlled section such as a flwne. The USGS maintains continuous recorders at Sites 700 and <br />900 and provides data sunwtaries to CYCC. Plots of historic maximum, minimum, and mean Clow <br />measurements on Foide! Creek at Site 900 are presented as Figure IS in this report. The 1998 Water <br />Year runoff hydrograph for site 900 is presented as Figure IG. Plots of historic maximum, minimum, <br />and mean flow measurements on Middle Creek at Site 700 are presented as Figure 17. The 1998 Water <br />Year runoff hydrograplt for site 7(1(1 is presented as Figure 18. Mean historic monthly flows for Site 29 <br />are presented as Figure 19; flow data for the 1998 Water Year as Figure 20. Selected Clow rate data <br />consisting of historical and 1998 Water Year maximum and minimum recorded flows, and 1998 <br />irrigation season (June tlvough September) mean Oows for Sites 900,700, and 29 are presented on <br />Table I G. Flow magnitudes in general o•ere noted to be very similar to those experienced during 1997. <br />1998 Water Year data for these sites shows typical seasonal variation with rapid rise and fall of flow <br />• rates associated with spring runoff. Historically these tlvce surface water sites often slopped (lowing <br />during the fall and wmtcr. Currently however, and since approximately 1985, Sites 900 and 29 have <br />4 <br />