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Page 3 <br />2.3.3 Locations, Dimensions & Sequences of Blasts. <br />This will be determined in the field but in general tetras, the following <br />table will be a quide. <br />Location Type of Blast <br />Conveyor Feed Hopper Test <br />Conveyor Feed Hooper .Demolition <br />Truck Weigh Scale Demolition <br />Silo No 1 Falling <br />Silo No 2 Falling <br />2.3.4 Direction of Silo Movement 8c Delay Plan. <br />See Exhibit J <br />2.3.5 Methods For Removing Shot Concrete. <br />No of Blasts Date <br />3 Feb 08 <br />4 Feb 10 <br />4 Feb 11 <br />1 Feb 16 <br />1 Feb 18 <br />Shot concrete will be buried in place if possible. Otherwise it will be <br />mucked and hauled to the silo falling pit for subsequent burial. <br />2.3.6 Expected Demolition Rates <br />The table in 3.3 is a quide to this. <br />2.3.7 Methods of Protecting Adjacent Structures and Vegetation. <br />Blast vibrations will not cause any damage to structwes as the quantity of <br />explosives used per delay in any of the blasts is very small. <br />Fly-rock could cause damage but it will be completely controlled and will <br />not be a factor. <br />The shock of the silo hitting the ground creates the highest hazard. Ow <br />vibration specialist has looked at this and estimates that the ground <br />vibration caused will still be below the threshold for damage to sttuctwes <br />within or neazby ow working azea. Track passing through the silo and for <br />an additional two hundred feet to the east will be removed prior to <br />blasting. Minor damage to the rail bed at the silo location can be expected <br />but this is easily and quickly repairable. <br />Miners Inc. <br />