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Mr.Joel Renfro <br /> RE: Timnath Connell Pit M-1999-050 <br /> August 12,2024 <br /> 6.4.12 Exhibit L—Reclamation Costs <br /> 4. The only foundation structures are under the asphalt plant silos. There are 12 caissons, each <br /> one 18 inches in diameter, and approximately 20 feet deep. These will be removed in their <br /> entirety when the asphalt plant is moved.However,to calculate reclamation costs it is assumed <br /> that the caissons would only need to be demolished two (2) feet below the final reclaimed <br /> surface grade (the asphalt plant is currently at the proposed final grade) at a cost of$500 per <br /> caisson. A revised reclamation cost table that includes the caisson removal is attached. <br /> All other structures on the site are portable and can/will be removed in their entirety. The scale <br /> house and scale are modular structures and the scales themselves rest on simple concrete slabs <br /> that can be picked up,moved, and reused. <br /> 5. Please see response to Comment 4. <br /> 6. In Exhibit L—Reclamation Costs, it is estimated that 3,000 linear feet of clay liner sitll needs <br /> to be constructed for completion of the below-grade reservoir. Based on the reservoir liner <br /> section presented in Exhibit F —Reclamation Plan Map, and a liner depth of 12 feet, the clay <br /> liner cross-sectional area is approximately 507 square feet. These estimates suggest that <br /> approximately 56,335 cubic yards of compacted clay material will be required for completion <br /> of the reservoir liner. <br /> The proposed reclamation cost in the application to complete the reservoir clay liner <br /> construction is $81,000. This cost was estimated from the applicant's expense per linear-foot <br /> for similar clay liner construction. Given the liner material estimate,the liner construction cost <br /> is $1.44 per cubic yard of liner material. It should be noted that costs associated with adding <br /> additional backfill on top of the clay liner are also included in the reclamation cost estimate. <br /> 7. It is anticipated that the equipment to construct the core trench and liner will include a <br /> Komatsu PC390 excavator,a Cat D6 dozer,a Cat 815 Padfoot soil compactor,water truck,and <br /> Cat 627 scrapers. <br /> 6.4.19 Exhibit S —Permanent Man-made Structures <br /> 8. Yes, CWH Properties LLC was notified and offered a structure agreement. The <br /> Property/Easement holders and Permanent Man-made Structures table has been updated to <br /> include CWH Properties LLC and a copy is attached. Proof of notification and offer of a <br /> structure agreement are also attached. <br /> 9. Copies of the transmittal letters and structure agreements that were sent to owners of permanent <br /> man-made structures within 200 feet of the affected area are attached.The structure agreements <br /> include the structure owner's name and structures to be included in the agreement, but the <br /> agreements are not signed and notarized by either the applicant or the structure owner. In <br /> addition to the transmittal letter, a copy of Exhibit B — Vicinity Map and an 11 x 17 copy of <br /> Exhibit C-5 —Pre-Mining/Mining Plan Map were included with the initial agreement offer. <br /> bIue earth Page 3of4 <br /> SOLUTIONS <br />