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any imported materials proposed to be utilized in establishing a lower-level working <br /> platform; (4) a request for a VRI commitment to provide residual (temporarily stored) <br /> liquids sampling and analytical results to the Division prior to disposition thereof; and, (5) <br /> clarification of proposed timelines for completion of the Removal Action. VRI addressed <br /> each of the concerns in a resubmittal of the Technical Revision No. 4 on or about February <br /> 1, 2017. The Division issued Approval of Technical Revision No. 4 on February 8, 2017; <br /> and, Technical Revision No. 4 served as the basis for implementing the subject Hukill <br /> Millsite Corrective Action. <br /> In summary, the Corrective Action activities commenced on May 27, 2017 with the <br /> evacuation of free liquids from the impoundment; said liquids were contained in three <br /> sealed and/or covered containment vessels located on the access road that crosses the <br /> top of the concrete impoundment wall (starter dam). Removal of the non-authorized solid <br /> materials (waste rock and miscellaneous materials) also commenced on May 27, 2017, <br /> and the overall (non-authorized material) removal effort was completed on or about July <br /> 12, 2017. VRI then visually assessed the extent of (observable) liner damage and <br /> determined that repair and recertification was technically and economically feasible. <br /> Colorado Lining International, Inc. ("CLII"), the selected liner repair contractor (and, the <br /> initial installer of the previously-certified EPF composite liner system in 2011)was retained <br /> to complete liner repair activities and repaired liner integrity testing. CLII initiated liner <br /> repair activities on Wednesday, August 16, 2017, and all repairs (and vacuum box quality <br /> control testing activities) were completed by Saturday, August 19, 2017. <br /> VRI now considers the liner system to be fully repaired, intact, and re-certifiable as an <br /> approved EPF, pending Division concurrence. VRI assures the Division that no materials <br /> (solid or liquid) have been placed on or within the repaired liner system by VRI at this <br /> juncture; and, proposed final material disposition procedures are elsewhere addressed <br /> within this report. At such time written concurrence with VRI's re-certification request and <br /> recommended disposition procedures is provided by the Division, VRI will conclude the <br /> Corrective Action related onsite activities accordingly. <br /> 2.0 SUMMARY DISCUSSION OF REMOVAL ACTION ACTIVITIES <br /> Prior to commencing initial material removal all free liquids were evacuated from the <br /> impoundment via pumping to interim containment vessels placed atop the service <br /> roadway that crosses the concrete barrier (starter dam) feature. Approximately 2,500 <br /> gallons were placed into "Tank 1", a 2,500-gallon capacity PVC tank. Approximately <br /> 4,000-gallons were placed into "Tank 2", a 16-ft. diameter(lined) above-ground swim pool <br /> equipped with a floating cover system. A second 15-ft. diameter (lined) above-ground <br /> swim pool ("Tank 3") equipped with a floating cover system was subsequently added to <br /> accommodate remaining liquids and any liquids derived from precipitation events that <br /> occurred during the removal action; at conclusion of the field efforts it is estimated that <br /> "Tank 3" also contained approximately 4,000-gallons. At present, the estimated total of <br /> 10,500-gallons (more or less) of free liquid remains stored within the three containment <br /> vessels pending Division concurrence with the VRI-recommended disposition method. <br /> 3 <br />