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• -4- • <br /> at the elevation of the existing PAD (8 , 300 ft marked with an <br /> X, Red Area, Map 2) and removing the rock in a northeasterly <br /> direction. (Correction from Southeasterly direction , page 6 <br /> of Permit Submittal . ) Each blast will lossen and pulverize <br /> the rock face into aggregate ranging in size from sand to <br /> 6" in diameter . All blasted rock will be removed to Canon City <br /> using a CAT 930 wheel loader and 10-wheel dump . Mining will <br /> continue to proceed in this way until the rock has been <br /> removed (peak elevation, 8 , 350 ft ; rock pad elevation , 8 , 300 ft . ) . <br /> The final quarry configuration will be a flat rock pad (elevation <br /> 8 , 300 ft . ) with a single high wall of approximately 50" in <br /> height , which will be located at the southern border of the Red. <br /> Area (Map 2) . It is anticipated that there will be a shortage <br /> of topsoil so that the entire rock pad could not be covered <br /> to a depth of 8 to 10 inches of topsoil . Therefore , only <br /> selected areas of the rock pad will be topsoiled to a depth of <br /> 8-10 inches with the remaining area left as exposed rock. <br /> DRAINAGE DIVERSIONS (Exhibit D , No . 1) <br /> All drainage diversions developed in conjunction with <br /> the mining operation would follow the waterbreak construction <br /> standards established in the Bureau of Land Management Brochure <br /> entitled Oil and Gas Surface Operating Standards (Figure 2) <br /> and Culvert Designs outlined under Sediment Control (Exhibit <br /> B and C , No. 6 , Exhibit D, No . 2) . <br />