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TR -22 Submittal <br />Page 2 <br />MINING PLAN <br />The proposed bulkhead was designed by John F. Abel, Jr., the same professional engineer <br />who designed the TR -14 bulkheads, using the same design methodology and concepts. <br />Attached is his letter report containing the design information. <br />The proposed bulkhead will be placed approximately 300 feet from the portal timber sets. <br />It will be 7 feet thick with #10 rebar on 6 -inch centers at the downstream face and #6 <br />(temperature and shrinkage) rebar on 12 -inch centers at the upstream face. The concrete <br />cover for the rebar will be 3 -inch for the #6 and 3.5 -inch for the #10. Any pipe or <br />inspection cutouts in the rebar cage will have #6 trim bars (5 -foot long) at 45 ° . The <br />average concrete strength will meet or exceed 3000 psi at 28 days. Tests samples will be <br />taken to verify that this parameter is met (approximately 1 sample per 8 cubic yards). The <br />walls will be scaled, cleaned and measured to verify that 8 -10 percent tunnel irregularity <br />exists. DMG will be notified when the form is ready for a pre -pour inspection. <br />The bulkhead will be low pressure grouted using the same pattern and methodology that <br />was used with the TR -14 bulkheads. It is anticipated that a temporary drainage pipe <br />through the bulkhead will be required for construction of the bulkhead. It will most likely <br />be a 6" schedule 40 steel pipe and it will be grouted full as soon as the bulkhead reaches a <br />strength sufficient to withstand any pressures that could develop on the bulkhead. <br />A construction certification report will be submitted upon completion. <br />RECLAMATION PLAN <br />The approved reclamation plan for the surface disturbance will not change with this TR. <br />No disturbance of land not previously disturbed within the permit area is required to <br />implement the proposed work plan. All new construction will be confined to the <br />underground workings. <br />After placement of the bulkhead, SGC anticipates that the surface settling ponds will no <br />longer be needed for water treatment. If this is the case, SGC plans to implement as much <br />of the surface reclamation plan in 2000 that the weather will allow. <br />