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i <br />Third Party Oversight 14 Weter, Waste & Land, Ine. <br />' San Luis Mine June 9, 1994 <br />' WWL's opinion is that the Raise I Embankment material (Type 1) that was utilized is <br />acceptable and should generally function as intended. However, as discussed in Section 4,3, <br />piezometers should be installed to verify that the embankment and tailings near the <br />' embankment are performing as designed (DMG, 1993m). The piezometers which were <br />recommended for monitoring of the phreatic surface within the embankment and tailings near <br />the embankment were not mentioned in the Final Construction Report (SRK, 1994). <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br />