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A m NewFields <br /> Perspective.Vision. Solutions. <br /> TECHNICAL MEMORANDUM <br /> 9400 Station Street <br /> Suite 300 <br /> Lone Tree,CO 80124 <br /> T:720.508.3300 <br /> F:720.508.3339 <br /> To: Tamara Baker, Senior Environmental Coordinator <br /> From: Jay Moore & Nick Rocco <br /> Project: Cripple Creek&Victor Gold Mine <br /> Project No: 475.0106.008 <br /> Subject: Stability Evaluation for Arequa Gulch VLF—Mill Solution Injection Program <br /> Date: 12 July 2016 <br /> .......................................................................................................................................................................................................................................... <br /> Newmont Mining Corporation (Newmont) retained NewFields to review the stability of the <br /> Arequa Gulch Valley Leach Facility (AGVLF) at the Cripple Creek &Victor Gold Mine (CC&V), and <br /> to identify if the proposed mill solution injection program would compromise the facility slopes. <br /> The proposed injection program is similar to the existing Hydro-JexT"" injection program used at <br /> the site with the exception that fluid pressures within the proposed injection wells will be <br /> hydrostatic and not pressurized. This technical memorandum presents a brief overview of the <br /> mill solution injection program,the stability evaluation, and our recommendations. <br /> 1.0 MILL SOLUTION INJECTION PROGRAM <br /> Based on information provided by CC&V, the proposed mill solution injection program would <br /> utilize one of two wells in the Phase IV area of the AGVLF for injection of excess mill water. <br /> Each well is approximately 190-foot in length, open at the bottom, and perforated from 20-feet <br /> below the ore surface to the bottom of the well. The base of the wells maintain a 100-foot <br /> buffer from the base liner, at a minimum. The location of the two wells, well #1001 and #1002, <br /> are shown on Figure 1. <br /> Mill water will be pumped to the wells using a 4-inch, HDPE pipe at a rate of approximately 100 <br /> gallons per minute (GPM), on average. Solution will be directed into only one well at a time, <br /> and can be turned off to ensure excess pressure does not develop. <br />