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Colorado Inactive Mine Reclamation Program <br /> CLOSEOUT REPORT <br /> ACTIVE MINE BOND FORFEITURE PROJECTS <br /> Permit Information <br /> Permit Number Operator Name Mine Name <br /> M-1985-196 Sawpit Minerals Jim Dandy Mine <br /> Type of Mine- Underground Commodity Mined: Gold <br /> PRE-RECLAMATION SITE CONDITIONS: <br /> A 20 ft. x 40 ft. wooden mill building was left on site, along with a concrete drying slab, concrete diversion wall, and concrete <br /> loading pad. Approximately 80 cu. yds. of acid generating mine waste was left on the ground surface, south of the mine <br /> portal. Miscellaneous wood and metal debris was scattered on site. The Site is located north of Sawpit, in San Miguel <br /> County, on land managed by the U.S. Bureau of Land Management (BLM). <br /> BIDDING/CONSTRUCTION INFORMATION <br /> T •e of Bid: Discretiona Purchase; Bid as the Jim Dand Mine Bond Forfeiture Reclamation Pro.ect, PKAA- 1000 <br /> PO Number Contractor Name &Address Construction Bond Amount <br /> Dates $ N/A <br /> PO PKAA RM2 LLC Start: 9/04/14 <br /> Road <br /> 2015000000000000001 1675 17 1/2 <br /> 5 Loma, CO 81524 <br /> PO Date: 8/28/2014 End: 9/12/14 Project Cost <br /> $ 22,742 +40 (asbestos testing of mill <br /> roofing material) + 610.04 (seed) = <br /> $23;3&34 <br /> 2-3,3�L.�f <br /> Construction Work Description: <br /> An 8 ft. wide x 8 t. deep x 40 ft. long trench was excavated north of the mill building concrete foundation stem wall. The Mill <br /> building was demolished and placed in the excavated trench. Wood debris was also buried in the excavation trench. Mine waste ._ <br /> was buried in the concrete sump located on ground level at the east end of the mill building. The concrete leach pad was <br /> fragmented and buried in the northern end of the mill footprint. The area was covered with a minimum of 2 feet of native soil <br /> originating from the trench excavation site, as well as the earthen bench upon which the mill was built. The concrete drainage <br /> diversion wall was removed,fragmented, and buried in the lower half of the concrete loading pad and backfilled with a minimum <br /> of 2 feet of native soils. The concrete drying slab was fragmented and buried in the cut slope immediately north of the drying pad, <br /> and backfilled with a minimum of 2 feet of soil originating from the drying pad footprint, to a 2H:1V grade, blending in with the <br /> adjacent hillside. A swale was constructed in the access road on the east end of the site to convey intermittent flow from a native <br /> drainage above the road. The entire site was seeded with BLM-specified native seed mix,fertilized with Nitrogen and Phosphorus <br /> inorganic fertilizer,and mulched with 2 tons/acre weed-free straw. Metal debris and mill wiring were removed from the site to be <br /> salvaged. <br /> evulit 6PAce-ce <br /> Project Manage - nior ProjectManager <br /> 9Manager <br /> 9 <br /> 9/y (4.— ( 5-- ( � <br /> Date Date <br />