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Page 5 <br />September 2, 2008 <br />The Lumsden Creek UP and Lumsden Creek DN samples were collected to help assess water quality <br />baseline in Lumsden Creek above and below the Dutchman Mine waste dump which has encroached <br />on and eroded into Lumsden Creek. Lumsden Creek DN sampling site is located in Lumsden Creek <br />approximately 100 ft downstream of the Dutchman Mine dump (Photo 11). The Lumsden Creek UP <br />sample is located approximately 50 ft upstream of County Road 5110 (Photo 10). Flow could not <br />readily be measured at the Lumsden Creek UP site because of shallow stream channel conditions, but <br />flow was estimated at 10 to 15 gpm. Turbidity was not directly measured but considered low at both <br />locations based on visual observations. <br />Tahip I FiAd Parnmeterc for Sample Sites (June 19.2008) <br /> Oxidation <br /> Water Specific Dissolved Reduction <br />Sample Site ID Temperature pH Conductance Oxygen Potential Flow <br /> °C s.u. ms/cm (mVjQ m m <br />Whirlwind Mine 11.5 10.26 592 0.78 114 rim <br />WW Sum <br />Whirlwind Mine 13.5 7.90 574 nm 174 <br />Drift Area Pool <br />PR Spring 13.8 8.21 762 9.95 140 4.7 <br />Lumsden Creek 23.7 8.30 342 7.53 225 2.2 <br />DN <br />Lumsden Creek 14.0 8.27 436 9.17 174.3 nm <br />UP <br />Lumsden Creek 18.4 7.18 825 -5.56 214 rim <br />Mouth <br />DP Spring 11.0 7.42' 1 524 7.22 126 7.2 <br />Notes: nm = not measured; 'Data collected on 7/29/06; -1ne pH or the sump may nave OUCH cirVULCU uuc w U,V <br />recent shotcreting of the sump drift. 3Actual mg/L value not recorded. Percent was 51.9 %; DO in mg/L was <br />estimated on basis of plot of DO % versus mg/L for data collected on June 19, 2008. <br />The "Lumsden Creek Mouth" sample site was located in Lumsden Creek approximately 2.7 miles <br />downstream of the Dutchman Mine dump location. This sample site was selected because it had been <br />described as "Lumsden Canyon Spring" and sampled in the past by the U.S. Bureau of Land <br />Management (BLM) and EFR. The site had been sampled at an upper and lower "contact" where <br />water emerged and infiltrated into the stream bed near a grove of cottonwood trees. WWL and EFR <br />sampled what appeared to be the location that corresponded to the upper (emerging) location. Flow <br />during the sampling event was very low - likely less than 1 gpm, and due to the stream geometry, it <br />could not be measured. No stream flow was observed upstream of this point for at least 100 ft. As <br />discussed in the Interpretation section below, this site should not be considered a spring; it simply <br />represents the exposed groundwater surface within the undulating stream bed. <br />A comparison of analytical water quality results to historical data is presented in Table 2, which is an <br />updated version of a table prepared by EFR. The complete analytical results are presented in <br />Attachment C. <br />INTERPRETATION <br />An initial interpretation of hydrologic reconnaissance results is presented below. Additional <br />interpretation of the hydrological reconnaissance will be presented upon completion of the Fall 2008 <br />reconnaissance effort. <br />Underground reconnaissance was limited to a brief tour of the Whirlwind Decline including the newly <br />constructed sump and the drift beyond the bottom of the decline. WWL's findings were consistent <br />Weans090108.doc