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Third Party Oversight <br />San Luis Mine <br /> <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br />~J <br /> <br /> <br /> <br />1 <br /> <br />12 Water, Waste & Land, Inc. <br />January 10, 1993 <br />3.4 FINAL CONSTRUCTION <br />The embankment was constructed slightly wider (had steeper side slopes) than <br />required by the Design Report (SRK, 1993a). This will most likely not hinder the performance <br />of the embankment, and additional grading of the side slopes may have flattened the slopes <br />to the specified angles. Although some oversized materials were incorporated into the <br />embankment, the operators provided good compactive effort and made efforts to either break <br />down or move the oversized materials to the upstream and downstream embankment faces. <br />WWL's opinion is that the Raise I Embankment materials are acceptable) and should <br />generally function as intended. However, piezometers should be installed as jiscussed in <br />Section 3.3 to verify that the embankment and tailings near the embankment any performing <br />as designed IOMG, 1993m). <br /> <br />