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Environmental Protection Plan, Schwartzwalder Mine 11-8 <br />Table 11-5. Surface Water Quality Sampling Stations From the 1998-1999 Baseline <br />Hydrology Study <br />STATION NORTHING EASTING ELEVATION :DESCRIPTION <br />SW-LLHG 726,873.63 2,.065.,66.1.22 6155..00 <br />... :Lon Lake Head Gate (1.5 miles downstream) <br />......, ......................... . <br />SW-BPL 732,105.23 2,063.,06.8.76 6508.97 <br />....................................... . ........................... :Below Pro...... erty Line <br />...... i ................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (near MW8) <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />SW-GS <br />. .................................................. 73.2,466.73 <br />. 2,062,546.19 : 6533.43 <br /> <br />.... :Guard Shack <br /> <br />.............. ............................ <br />...... <br />........................... (near MW7) <br /> <br />.......................... <br /> <br />-BOS <br />SW <br />.................................................................. <br />732,696.77 <br />...... ............................ <br />2? <br />..................................................................... ..... <br />1$ <br />.................................... 6543...............60................. <br />. <br />Below Ore Sorter <br />.......................................................................................................... ...................................................... <br />.... <br />(near MW6) <br />................................................................................................................. <br />SW-OS <br />........................... .............. 732,902.10 2,062,1.02.41 6551.92 Ore Sorter <br /> <br />. ................................................................ <br />........... (u....stream from Sum 3 <br />.............................................. ................................ .P.. ).. <br />SW-PL <br />.......... <br />.............. ...... .............. ....... . 733,088 71 <br />.:. . 2,061,744.42 <br />.. ...................................................... 6563.94 <br />_................................................................... ;Parking Lot <br />....................................... (near MW3A <br />................................................. )... <br />SW-BDIS 733 336.16 <br />..........................................a 2,061,476.31 <br />........._................._.................................... 6577.34 <br />................................................................... Below Dischar e <br />.....: <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ....... . .. . . . . . . . ........ . . . . . . . . . . . <br /> <br />. . . . . . . . . . . . . . . . . ................................................. . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />SW-A001 <br />..................................................... 733..650.46 <br />.......... .._........................................... 2,061,153.05 6590.57 <br />... :Above Dischar a <br />..... ..... .........................................................g...... .................. (u.Pstream of culvert) <br />...................................... ....... ..... .... .................................................. <br />SW-UC <br /> <br />..................................................... 734,328.15 <br /> <br />...:. ; 2,060,300.99 <br /> <br />........._ ................_.................................... 6618.08 <br /> <br />.................................................................. UPPer Culvert <br /> <br />......r...................................................................................... <br />(u stream of culvert) <br />.............................................................................................................. <br />SW-UP 735,102.33 2,059,153.21 6660.82 Upstream 01,200' E of prop. Boundarv) <br />(c) Ralston Creek Water Quality <br />Water in Ralston Creek upstream of the Schwartzwalder Mine is a calcium-bicarbonate type water, with <br />low levels of TDS (averaging 140 mg/L). Most metals are below detection at upstream monitoring stations <br />SW-UP, SW-UC, SW-AWD, and SW-A001 (Table 11-7, Appendix B). Uranium at upstream stations SW- <br />AWD and SW-A001 have never exceeded the water supply intake standard of 40 pCi/L or 0.059 mg/L <br />(Figure 11-7) or the instream aquatic toxicity standards. <br />Water quality in Ralston Creek changes with distance downstream of Stations SW-AWD and SW-A001, as <br />. the creek flows across the mineralized zone and past the property. The alluvium and fill near the mine site <br />affect TDS and metals concentrations in the creek. However, the applicable standards for uranium and <br />trace metals have seldom been exceeded, as shown in Table 11-6. Dissolved uranium has not exceeded the <br />chronic or acute hardness-based aquatic toxicity standards in any of 640 samples analyzed. Total mercury <br />exceeded chronic aquatic standards in one of 124 samples, dissolved iron in three of 197 samples, and total <br />iron in one of 114 samples. Total aluminum exceeded the chronic aquatic toxicity standard in 18 of 125 <br />samples, while the acute standard was exceeded only twice. <br />Water quality in the creek has changed over time, as changes have occurred in discharge from the water <br />treatment plant, reclamation activities, sump pumping, and seasonal (low flow or high flow) conditions. <br />The changes in water quality over time are discussed in detail in Sections 11(c)(i) and I I(c)(ii) (during and <br />after operation of the water treatment plant, respectively). <br />• <br />18 Elevation is approximate (within 111) for station SW-130S <br />4109C.090807 Whetstone Associates