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STRUCTURAL GEOLOGY EVALUATION <br />SPECIFICATION AGGREGATES QUARRY <br />1.0 Introduction <br />LACHEL FELICE & Associates, Inc. (LF&A), Golden, Colorado has prepared this <br />independent annual structural geology evaluation for the Specification Aggregates <br />(Spec-Agg) Quarry located in Golden, Colorado (Figure 1) for the 2009 year. This study <br />was conducted at the request of Lafarge West, Inc., the owner of the quarry, as a <br />requirement for State of Colorado, Permit Number M-74-004. The structural geology <br />evaluation presented herein includes observations and measurements from the quarry <br />that have been obtained annually by LF&A staff over the past twelve years (1997-2008) <br />as well as results of the detailed geotechnical investigation conducted by LF&A in 2003. <br />The main purpose of the annual evaluation is to monitor the impact the bedrock <br />' structural geology has on pit wall stability as mining progresses. The data collected for <br />this report were performed on a quarterly basis to ensure adequate exposures were <br />measured. Observations and structural analyses of data were conducted by LF&A <br />geologists and engineers, and are applicable to the quarry at the time the data were <br />obtained (August 2008 through January 2009). <br />More specifically, the goals of this study are as follows: <br />Inspect the recent exposures at the quarry for stability and variation in fractures and <br />foliations. <br />Document geologic discontinuities by mapping and taking photographs along <br />' recently exposed quarry walls to utilize the data in validating and updating the <br />existing structural geology database; <br />' • Analyze the new data relative to the existing data in order to verify and/or modify <br />existing conclusions and to investigate possible emerging trends; <br />Review and characterize the existing stability conditions at the quarry relative to the <br />current long-term mine plan; <br />Locate and document changes in groundwater conditions; <br />' 0 Locate and document any obvious slope instabilities. <br /> <br />