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Summary <br />Total road disturbance is .52 acres. <br />Total drill pad disturbance is .45 acres. <br />Total plan view disturbance is 0.97 acres. <br />Description ID <br />Code <br />Underlying <br />Ground <br />Slope <br />Ungraded <br />Slope <br />Cut <br />Slope <br />Road + <br />Drill Pad <br />Length <br />Road <br />Width <br />Number <br />of Drill <br />Pads <br />Individual <br />Sump <br />Volume <br />Drill <br />Pad <br />Width <br />Drill <br />Pad <br />Length Grading Fleet <br />Slope <br />Replacement <br />Percent <br />-1 % grade _H:1V degrees ft ft cy ft ft % <br />0 Laydown Yard 5.0 1.3 60.0 100 12.0 1 0 75.0 100 Sm Dozer 100 <br />1 Drill Pads 5.0 1.3 60.0 225 12.0 3 12 50.0 75 Sm Dozer 100 <br />2 <br />3 Overland Travel to Site #8 15.0 1.3 60.0 110 14.0 0 0 0.0 0 Sm Dozer 100 <br />4 Proposed Road to Site #11 15.0 1.3 60.0 50 14.0 0 0 0.0 0 Sm Dozer 100 <br />5 <br />6 Improved Road 15% 15.0 1.3 60.0 1,110 12.0 0 0 0.0 0 Sm Dozer 100 <br />7 Improved Road 10% 10.0 1.3 60.0 110 12.0 0 0 0.0 0 Sm Dozer 100 <br />8 Improved Road 5% 5.0 1.3 60.0 240 12.0 0 0 0.0 0 Sm Dozer 100 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />Notes: <br />Laydown yard near junction with W19, underlying ground slope estimated at 5%. <br />Drill pads are all in relatively flat areas. Estimated underlying ground slope is 5%. <br />Proposed road underlying ground slope estimated at 15%. Improved road underlying ground slope estimated between 5 and 15% <br />Calculation <br />Description ID <br />Code <br />Ungraded <br />Slope <br />Cut <br />Slope <br />Road Plan <br />View Width <br />Road Net <br />Length <br />Road <br />Disturbanc <br />e <br />Drill Pad <br />Plan View <br />Width <br />Drill Pad <br />Length <br />Drill Pad <br />Disturbanc <br />e <br />-1 _H:1V degrees (ft) (ft) (acres) (ft) (ft) (acres) <br />0 Laydown Yard 1.30 60.00 12.60 0 0.00 78.72 100 0.18 <br />1 Drill Pads 1.30 60.00 12.60 0 0.00 52.48 225 0.27 <br />2 <br />3 Overland Travel to Site #8 1.30 60.00 16.36 110 0.04 0.00 0 0.00 <br />4 Proposed Road to Site #11 1.30 60.00 16.36 50 0.02 0.00 0 0.00 <br />5 <br />6 Improved Road 15% 1.30 60.00 14.02 1,110 0.36 0.00 0 0.00 <br />7 Improved Road 10% 1.30 60.00 13.26 110 0.03 0.00 0 0.00 <br />8 Improved Road 5% 1.30 60.00 12.60 240 0.07 0.00 0 0.00 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14