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<br />' borrow sources for embankment fill material; and 2) the geotechnical and engineering analyses conducted <br />in support of the design for the tailings pond embankment raise. <br />1.2 Limitations <br />The conclusions and recommendations presented in this report, and the facilities designs developed <br />therefrom, are based upon the data generated through the focused site investigation and geotechnical testing <br />' of the representative samples collected, as well as information supplied by ITEC and previous <br />owner/operator of the mine/mill facility. In order to adequately compensate for possible shortcomings <br />inherent in the focused nature of the site investigation, a conservative design approach has been adopted. <br />' It is anticipated that there will be variations in subsurface conditions across the site, which will only become <br />evident during the course of construction. Design revisions that are considered to be warranted to <br />accommodate such changed conditions will be made, as necessary. Such revisions are not expected to <br />materially alter the overall scope or concept of the proposed works. <br /> <br />1 <br /> <br />~ 1 <br />1 <br /> <br /> <br />1 <br /> <br /> <br /> <br />' 2 <br />