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PERMIT #: M-1977-560 <br />INSPECTOR'S INITIALS: JLE <br />INSPECTION DATE: March 21, 2011 <br />OBSERVATIONS <br />This was a normal monitoring inspection of the Rocky Ford East Pit; DRMS File No. M-1977-056 operated by <br />Valco, Inc. This site is located two miles east of Rocky Ford, Colorado in Otero County. I, Jared Ebert of the <br />Colorado Division of Reclamation, Mining and Safety conducted the inspection. Mr. Tom Brubaker of Valco, <br />Inc. accompanied me on the inspection. <br />This is a 189.2 acre 112c mining operation. The site is split into two different mining areas. The west mining <br />area is located west of County Road 22 and the east mining area is located east of this road. The west mining <br />area is the location of the original mining operation. Valco added the east mining area through an <br />amendment (AM01) along with additional land encompassing the batch plant and stockpile area west of the <br />west pit excavation. According to Mr. Brubaker, mining is complete at the site and they are preparing to <br />commence final reclamation of the affected land. A map highlighting the Division's findings is enclosed with <br />this report. <br />The west mining area includes a large pond excavation, several large overburden stockpiles, a small "slurry <br />pond", batch plant and stockpile area. The pond excavation is approximately 30 acres in size based on a 2009 <br />aerial photograph. The side slopes of the pond appear to be set at a 3:1 horizontal to vertical ratio or flatter. <br />The slopes are vegetated with grass and various types of trees and shrubs have volunteered along the shore. <br />Several large overburden piles are located north of the west lake. The site west of the pit excavation contains <br />the former stockpiling and processing area. Several large stockpiles of overburden or waste material <br />stockpiles are located along the northern boundary. An old concrete batch plant building is still in place at the <br />site. Mr. Brubaker stated this building will be demolished. The stockpile area is leveled and primarily devoid <br />of vegetation. The slurry pond is located along the southern boundary of this area. The southern side slopes <br />are fairly steep approximately set at a 2:1 ratio. The northern shore of the slurry pond has a layer of concrete <br />at the surface. It appears the operator poured unhardened concrete at this location of the pond. According <br />to the permit file, during the amendment process, the Operator committed to top soiling and revegetating the <br />pond slopes. The concrete will likely need to be cracked in order to remove a root restrictive layer in order for <br />vegetation to establish along the northern shores of the pond. Several old concrete mixing truck containers <br />are being stored near the pond. These containers will need to be removed from the site. <br />The east mining area was divided into several mining stages (Stage I, II, III-A, III-B, IV, and V). Two open water <br />pit excavations (designated here as East Pond 1 and 2) are located in the eastern portions of Stage II, III-A and <br />III-B, and possibly in a small portion of Stage IV. Large stockpiles of overburden surround the two pit <br />excavations. The southern and eastern end of the Stage I area along with the western end of the Stage II, III-A <br />and III-B area are being utilized as a stockpile staging area. A scale and scale house are in place near the <br />entrance of the site. The remaining mined material is being trucked off-site. A small pit excavation is located <br />near the northwest end of the site. It is a shallow excavation the company used as re-charge/settling pond at <br />some point during the operation. <br />According to Mr. Brubaker, the final site configuration is going to change in order to account for exposed <br />ground water at the site. As stated above, there is a large amount of overburden material stockpiled adjacent <br />to the pits in the west and east mining areas. Mr. Brubaker is in the process of obtaining an engineering <br />evaluation to determine how much exposed groundwater will remain on the site if all the remaining <br />overburden is backfilled into the pit excavations. It is the Operators desire to significantly reduce the amount <br />Page 2 of 7