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SNIIYSIDE GOLD CORPORATI0N <br /> SNNYSIDE MINE B1UNZ PROJECT at PROPERTY LINE <br /> SIMON HYDRO-SEAHL'Nl REPORT (MARD 12,190-teary of Modeled Results: <br /> ti <br /> Case t:Considered most likely. 70 GPM <br /> Pool Elev.=11,562' <br /> Discharge between 11,400' and 10,500' (calculated using 10,500' for gradient) <br /> Case 2:Maximum possibe case. 200 GPM <br /> Pool Elev.=12,250' <br /> Discharge between 11,400' and 10,500' (calculated using 10,500' for gradient) <br /> Case 3:Addition to flow if preferential flow path exists along Brenneman Vein. 4 GPM <br /> Pool Elev.=11,562' <br /> Flow discharge at Mogul #1 Level (11,400') <br /> Case 4:Maximum possible addition to flaw if preferential flaw path exists along Brenneman Vein. 160 GPM <br /> Pool Elev:12,250' <br /> Flow discharge at Mogul #1 Level (11,400') and Mogul #3 Level (11,850') <br /> Trani Time: <br /> Case 1-Slow case. 43DO years <br /> -Most likely case. 160 years <br /> Case 2-Fast case. 9.6 years <br /> Case 3-Ibst likely case. 16 years <br /> Case 4-fast case. 0.32 years <br /> N IELED WATER QUALITY: <br /> REFEIlE10E WATER fffffffffffffffffffffffff DI9DWK WATER fffffffffffffff}ifffff}fff <br /> (1) (2) NO MIXING MIX RATIO A.T.to T.T. <br /> ANALYTE ANERICAN TUNNEL TEARY TUN#EL AMERICAN TUNNEL TEARY TUNNEL. 4:1 1:1 <br /> (mg/D (mg/D (mg/D (mg/D lmg/D (mg/D <br /> Fe 2.75 13.24 NO NO NO NO <br /> Mn B.OB 77.78 NO ND NO NO <br /> Cu NO 5.11 NO 5.11 0.26 0.24 <br /> 2n 5 47.6 0.97 47.6 8.96 22.5 <br /> Cd 0.04 0.19 0.006 0.19 0.01 0.04 <br /> Pb 0.025 1.05 0.025 1.05 0.18 0.44 <br /> pH 7.18 7.01 7.87 2.6 7.82 7.82 <br /> (1) Quality of an underground water source from an undisturbed mineralized area. <br /> (2) Equilibrated untreated TEARY TUNNEL flow quality. <br /> — 8 — <br />