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Whetstone' <br />Associates <br />The proposed monitoring depths range from 100 to approximately 1,000 feet (Table 1). The target <br />depths are estimated and the final determination will be made in the field, based on the geology <br />encountered during drilling. <br />Table 1. Planned Bedrock and Alluvial Groundwater Monitoring Sites <br />Well <br />Location <br />ID <br />L2 Upgradient - Deep <br />L4 <br />L5 <br />L6 <br />L7 <br />Location Description <br />L1 Upgradient - Shallow 150 Background - replacement for MW 10 <br />East of Schwartzwalder Mine, downgradient <br />L3 relative to pre - mining static water level - <br />Shallow <br />East of Schwartzwalder Mine, targeting <br />Schwartz Trend geologic transition zone, <br />downgradient relative to pre- mining static <br />water level - Deep <br />Valley floor near alluvial well MW3A — <br />Shallow <br />Valley floor near alluvial well MW3A — <br />Deep <br />Alluvial well - southeast of the South Waste <br />Rock Pile, near water treatment facility <br />L8 Near south boundary of Section 25 <br />L9 Near south boundary of Section 25 <br />Technical Memorandum <br />Expected <br />Depth Purpose <br />(ft bgs) <br />500 Background - replacement for MW 11 <br />300 <br />1,000 <br />Determine vertical and horizontal <br />gradients /directions <br />Determine water quality in bedrock east of <br />Schwartzwalder Mine <br />Determine vertical and horizontal <br />gradients /directions <br />Determine water quality in bedrock east of <br />Schwartzwalder Mine <br />Target Illinois Fault, determine <br />100 alluvium/bedrock head differences, <br />determine water quality in bedrock <br />Target Illinois Fault, determine <br />200 alluvium/bedrock head differences, <br />determine water quality in bedrock <br />30 <br />300 <br />800 <br />Evaluate any potential groundwater impacts <br />associated with South Waste Rock Pile <br />Deferred. Determine the need for this well <br />based on data obtained from L3 /L4 locations <br />Deferred. Determine the need for this well <br />based on data obtained from L3 /L4 locations <br />NOTES: <br />' Target depths are estimated and the final determination will be made in the field, based on the geology encountered dunng dnllmg <br />2 bgs = below ground surface <br />2. WELL DRILLING <br />Bedrock monitoring wells will be drilled using an air rotary rig. For wells drilled less than 300 ft <br />depth, clean water or water with foam will be used as the drilling fluid. Injected water may be used <br />for dust suppression during drilling at an injection rate of 2 to 5 gpm. Environmental -grade drilling <br />foam may be added to assist in lifting drill cuttings from the hole at depth. The foam will be kept to <br />the minimum required to suspend cuttings and clean the hole, and the water -foam mixture will <br />typically use an injection rate of 2 to 5 gpm. The borehole diameter will be a minimum of 6.0 inches <br />4109C.120309 2 <br />