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<br />CMLRB Hearing Exhibits <br />Page 7 <br />Ground Vibrations Study and Air Overpressure Analysis <br />Blast Vibration Analysis <br />Figure 1 Geologic Cross-sections at Dowe Flats & Lyons Quarry (8-1/2 x 11) <br />Figure 2 Peak Ground Velocity vs. Scale Distance (8-1/2 x 11) <br />Figure 3 Peak Ground Velocity vs. Scale Distance (Strike/Dip) (8-1/2 x 11) <br />Figure 4 Peak Ground Velocity vs. Scale Distance (Waste/Hical/3rd/C-Pit) (8-1/2 <br />x 11) <br />Figure 5 Air Over Pressure vs. Scale Distance (8-1/2 x 11) <br />Figure 6 Maximum Peak Ground Velocity (11 x 17) <br />Figure 7 Maximum Air Overpressure (11 x 17) <br />Figure 8 Response to Blast Air Overpressure (8-1/2 x 11) <br />Figure 9 Perception of Ground Vibration (8-1/2 x 11) <br />Truck Vibration Study <br />Site Plan (8-1/2 x 11) <br />Figure 2 Cement Trucks on Concrete Pavement (8-112 x 11) <br />Figure 3 Rock Trucks on Gravel Road (8-1/2 x 11) <br />Figure 4 Combined Rock and Cement (8-1/2 x 11) <br />Mining Impacts on Montgomery School <br />Figure 1 Charge Weight Frequency of Occurrence (8-1/2 x 11) <br />Figure 2 Estimated Peak Ground Vibration (8-1/2 x 11) <br />