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Table 1. Drill hole estimated disturbance area. <br />Hole No. Estimated <br />Site Area <br />(sf) Estimate <br />New <br />Road (ft) Estimated <br />Site <br />(Acres) Estimated <br />New <br />Road <br />(Acres) Estimated <br />Total <br />Disturban <br />ce <br />(Acres) <br />NE-01-10 3600 0.083 0.083 <br />NE-02-10 3600 0.083 0.083 <br />NE-03-10 3600 0.083 0.083 <br />NE-04-10 3600 0.083 0.083 <br />NE-05-10 3600 0.083 0.083 <br />NE-06-10 3600 0.083 0.083 <br />NE-07-10 3600 0.083 0.083 <br />NE-08-10 3600 0.083 0.083 <br />NE-09-10 3600 0.083 0.083 <br />NE-10-10 3600 0.083 0.083 <br />NE-11-10 3600 0.083 0.083 <br />NE-12-10 3600 0.083 0.083 <br />NE-13-10 3600 0.083 0.083 <br />NE-14-10 3600 0.083 0.083 <br />NE-15-10 3600 0.083 0.083 <br />NE-16-10 3600 0.083 0.083 <br />NE-17-10 3600 0.083 0.083 <br />TOTAL 61,200 1.411 1.411 <br />5b. Specifically address: <br />5b-1) Location and acreage of areas where topsoil will be salvaged and stored; <br />Topsoil at each drill pad if the area has not been previously disturbed will be stored on the upslope <br />side of the drill pad when safe and practicable to do so to minimize risk of erosion. <br />5b-2) How much earth moving will be needed for new roads or drill sites, if any; <br />If stripping or leveling a drill site area is required for safe location of a drill pad, topsoil and <br />overburden will be removed as required and saved separately, nearby in low mounds. It will be <br />returned as soon as practicable. Topsoil and overburden will be, stored on the upslope side of the drill <br />pad when safe and practicable to do so to minimize risk of erosion. Ditches will be constructed on <br />the upslope side of the drill pad, and a sump should be built on the downslope side of the pad. <br />Surface drainage structures (e.g., interceptor ditches) will be constructed to intercept and divert <br />runoff, preventing erosion of the drill pad and sump. <br />NECC NOI Attachment REVISED 10_21_10