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Whetstone, <br />Associates <br />To: John Hamrick, Randy Whicker (Cotter Corporation (N.S.L.)) <br />From: Susan Wyman, P.E., P.G. (Whetstone) <br />Date: March 9, 2012 <br />Subject: Technical Revision 19: Bedrock Groundwater Monitoring Wells <br />Technical Memorandum <br />Whetstone Associates, Inc. <br />104 W. Ruby Avenue • Gunnison, Colorado 81230 ♦ Phone 970 - 641 -7471 ♦ Fax 970 - 641 -7431 <br />4109C <br />Bedrock monitoring wells are planned for the Schwartzwalder Mine to supplement data from two <br />existing bedrock monitoring wells and eight active shallow alluvial monitoring wells. <br />In a letter dated January 9, 2012, the Colorado Division of Reclamation, Mining and Safety (DRMS) <br />directed Cotter Corporation (N.S.L.) (Cotter) to submit a Technical Revision (TR) to the mine <br />reclamation plan describing an expanded bedrock groundwater monitoring program. Cotter received <br />the letter on January 30, 2012, and met with DRMS on February 14, 2012, to discuss well locations <br />and well completion details. Whetstone Associates attended that meeting and has prepared this <br />technical memorandum to describe the locations, drilling depths, methods, well completion <br />materials, and well development specifications for these monitoring wells. <br />1. WELL LOCATIONS <br />Well locations will be staked by Cotter personnel or their consultants. Drill pads and pits will be <br />prepared by a qualified excavation contractor. <br />DRMS identified seven new bedrock well locations in the January 9, 2012 letter. The well locations <br />were based on a generalized regional geologic map provided in the Environmental Protection Plan <br />(EPP) submitted as Mine Reclamation Plan Amendment No 2 (AM -02). In the February 14, 2012 <br />technical meeting, Cotter presented more detailed geologic mapping and cross sections. Cotter and <br />DRMS agreed to a phased approach to the downgradient well pairs, whereby the need for the distant <br />bedrock wells (identified here as L8 and L9, near the south boundary of Section 25) would be <br />determined based on data obtained from the closer monitoring wells. Further discussions led to the <br />conclusion that an alluvial well near the South Waste Rock Pile would provide more pertinent data <br />than a bedrock monitoring well at that location. <br />In addition, in a December 14, 2010 Adequacy Review of AM -02, DRMS had previously directed <br />Cotter to replace two existing bedrock monitoring wells upgradient of the mine workings that had <br />become compromised by bentonite intrusion into the filter pack (MW -10 and MW -11). <br />Based on the above correspondence from DRMS, a list of proposed monitoring wells and their target <br />depths are shown in Table 1. Approximate locations are shown in Attachment 1. Because several of <br />the wells are intended to target specific geologic structures (e.g., the Illinois Fault zone), and because <br />access may be difficult, the exact final locations will be determined in the field based on surface <br />geologic mapping, subsurface geologic projections, and contractor access. <br />Where paired wells are proposed, separate wells will be drilled rather than dual completions in a <br />single boring. The paired wells will be drilled on the same drill pad, with the deeper paired well <br />designed to target the structure of interest (e.g., Illinois Fault) and the shallower paired well designed <br />to provide water level and water quality in bedrock above the structure. <br />