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TableofContents AdrianBrown <br />3.3 Neutralization 17 <br />3.3.1 Effects of neutralization 17 <br />3.3.2 Neutralization of products of <br />sulfide oxidation from mine <br />extension overburden 18 <br />3.3.3 Carbonate Abundance in the <br />Diatreme 18 <br />3.3.4 Adequacy of Neutralization <br />Capacity 18 <br />3.3.5 Carlton Tunnel Water Quality <br />Verification 19 <br />3.4 Conclusion 20 <br />4. CERTIFICATION 21 <br />5. REFERENCES 22 <br />ListofTables <br />Table 1 — Cresson Project Production 25 <br />Table 2 - Cresson Mine Precipitation 26 <br />Table 3 - Surface Water Flow in Grassy Valley 27 <br />Table 4 — Vertical Hydraulic Gradients 28 <br />Table 5 - Acid -Base Accounting 29 <br />Table 6 - Neutralization Test Results 30 <br />Table 7 - Calcium Carbonate Abundance in Diatreme ( %) 31 <br />Table 8 - Carbonate Mass in Diatreme 32 <br />ListofPlates <br />Plate 1 - Location Plan 34 <br />Plate 2 - MLE -2 Facilities 35 <br />Plate 3 — Geology 36 <br />Plate 4 — Diatreme 37 <br />Plate 5 - Conceptual Flow Model 38 <br />Plate 6 - Grassy Valley Surface Water Flow 39 <br />Plate 7 - Carlton Tunnel Flow 40 <br />Plate 8 - Surface Disturbance 41 <br />Plate 9 - Vertical Hydraulic Gradient Monitoring 42 <br />1385L.20120125 ii <br />