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<br /> <br />TABLE 3 DRILL SITE ACCESS ROAD CONSTRUCTION <br />CUT AND FILL CALCULATIONS <br />Drill New Roads Maximum Average Linear Feet BCY <br />Site Linear Feet Grade Grade CUT/FILL <br />GE-O1 1,200 5.0 1.6 240 89 <br />GE-02 2,800 10.0 2.9 1,120 414 <br />GE-03 1,900 5.0 1.1 380 141 <br />GE-04 1,500 10.0 6.0 600 1,002 <br />GE-OS 500 15.0 10.0 300 999 <br />GE-06 20 1.0 1.0 0 0 <br />GE-07 20 1.0 1.0 0 0 <br />GE-08 1,650 10.0 6.1 660 1,102 <br />GE-09 0 <br />GE-10 1,400 8.0 4.3 560 935 <br />GE-11 0 0 <br />GE-12 0 0 <br />• GE-13 900 1.0 1.0 90 23 <br />SF-O1 2,300 3.0 0.9 460 170 <br />SF-02 1,200 15.0 10.0 720 2,398 <br />SF-03 2,700 4.0 2.2 540 200 <br />SF-04 2,900 8.0 3.5 1,160 1,937 <br />SF-06 2,100 5.0 2.4 420 155 <br />SF-07 0 0 <br />SF-08 0 p <br /> <br />TOTAL 23,090 7,250 9,565 <br />• <br />