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this year's analysis. These poles are summarized in Figure 8 and are presented in further <br />detail in Table 2 below. <br />Table 2: Representative Discontinuity Orientations <br /> Dip Direction/Dip <br />Concentration 2009 2010 Final Results <br />Center Results (3,066 Points Total) <br />F-1 (Fol) 1600/35° 171 °/34° <br />F-2 (Fol) 1980/240 * 1980/240 * <br />F-3 (Fol) 2940/360 * 2940/360 * <br />P-1 (Joint) 1720/750 1720/740 <br />P-2 (Joint) 0860/580 0880/610 <br />P-3 (Joint) 2520/630 2560/690 <br />P-4 (Joint) 2820/700 2820/700 <br />P-5 (Joint) 3430/640 3520/660 <br />P-6 (Joint) 0410/560 0280/550 <br />* Derived from previous ears analysis <br />It is noted that the results for the current analysis did not change the pole or the resultant <br />concentration center for any of the delineated joint sets significantly from any of the 2008 <br />or 2009 results. The collected data for this evaluation was complimentary to the existing <br />growing dataset and were consistent with past analyses. <br />We have continued our analysis of the available cluster data to assess the hypothesis that <br />two distinct "structural blocks" exist within the quarry, and two cluster analyses showing <br />the poles based on collection areas have been developed (Figures 9 and 10). The <br />datasets have been broken down based on the location and year that the data were <br />collected with the southern expansion area separated geographically from the main pit <br />area of the quarry (including the middle level) by the approximately east-west trending <br />fault that is mapped between the two areas (Figure 3). Currently the 1997-2002 data <br />continue to be analyzed as a single data set and are included in both the upper and lower <br />analyses, but data collected since 2003 have been separated for the analysis based on <br />this potential boundary. The results show that the data in the main pit have a tighter <br />clustering around the primary discontinuity orientations (Figure 9), but overall similar <br />-12- <br />Lachel & Associates <br />3 11. 1 ...1.1 1-.1111