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Annual Impoundment Certification Report <br />Mining Area New Horizon Mine <br />Date Inspected 12 January 09 <br />Impoundment 008 <br />1. Are there any appearances of erosion, instability, structural weakness or <br />other hazardous conditions? No <br />If yes explain: <br />2. The depth and elevation of any impounded waters at the time of <br />inspection: Water is not flowing through weep hole top of water <br />5651.5 <br />3. Existing storage capacity of water in the impoundment (from lowest weep <br />hole or principal spillway) 2.32 Ac-Ft <br />4. Design storage capacity of water in the impoundment (from lowest weep <br />hole or principal spillway) <br />2.575 Ac-ft, <br />5. Any other aspects of the structure affecting stability, or required <br />maintenance? No <br />6. Has structure been maintained as designed and in accordance with the <br />approved plan and the applicable regulations? Yes <br />If no explain <br />7. Inflow volume from a 10yr-24Hr storm: 3.56 Ac-ft <br />8. Capacity of impoundment from lowest weep hole to riser: 5.95 Ac-Ft <br />PROFESSIONAL ENGINEER'S STATEMENT <br />I state that this pond was inspected and surveyed under my <br />supervision and all the information presented heron is true and <br />correct to the best of my knowledge and information . <br />Date ss L. Gubka, COP 8950 <br />,) ?,p? 1 <br />i¢ 'Vii ?i <br />F:\Eng\DATA\WP\pond-banks\2009\2009 Annual Impoundment Certification Report.doc