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List of demolished structures <br />7. No. 9 Portal warehouse Building in parcel 2 <br />At the Wastewater Treatment Facility in parcel 15, structures and all infrastructure supporting the <br />treatment facilities have been removed. The embankment material was used as fill and the area has been <br />backfilled, graded, topsoiled and seeded. <br />List of demolished structures <br />8. Blower building <br />9. Various controls <br />10. Chlorinator and pumps <br />The Old Shop Area and Reclamation Barn (parcel 18), were established prior to statutes regulating coal <br />mining and reclamation and therefore topsoil salvage was not incorporated into the operations at that <br />time. The topsoil deficiency was addressed by analyzing the overburden to determine what if any soil <br />amendments were necessary. The area was graded, the best available growth media was spread, and the <br />area was revegetated. Two sediment ponds (SH-P 1 and SH-P2), are located in this parcel. Structures <br />were demolished and all materials previously stored were removed. <br />List of demolished structures <br />11. Shop Building <br />Drainage and the hydrologic resource are monitored throughout the site. The wider area of the Craig <br />basin comprises a high desert climate and low annual precipitation. Snowfall represents the predominant <br />form of precipitation. Ponds, ditches and diversions are depicted and described in the permit on Map 26, <br />Drainage and Sediment Control Map and Exhibit 18; the Drainage and Sediment Control Plan details <br />the design methods and calculation for all sediment control structures. Section 4.05 of MCMs permit <br />describes the sites diversions and conveyance of overland flow. Over time, the Division has observed <br />and documented in inspection reports, that if ponds hold water it is only a small puddle. <br />Drainages at Williams Fork Mine are trapezoidal in shape with varying bottom widths, the most <br />common being 2.00 feet. Ditches can be grass lined, or shale bottomed. The ditch from the mine <br />water pond to a sediment pond is lined with a rubberized material, has a rocky bottom and small <br />check dams. Various sediment ponds, a drainage (parcel 25) and un-reclaimed drainage areas (parcels <br />50 and 52), associated with ponds 5-P2 and 5-P3 make up hydrologic systems of this phase I bond <br />release request as indicated in Table I below: <br />Table I <br />Pond <br />Acres <br />Parcel <br />Pond <br />Acres <br />Parcel <br />9-P 1 <br />2.6 <br />22 <br />9-P2, <br />3.4 <br />26 <br />9-P3 <br />4.0 <br />26 <br />9-P5 <br />1.1 <br />24 <br />9-P6 <br />1.7 <br />23 <br />HR-P 1 <br />2 <br />29 <br />5-P1 <br />1.5 <br />30 <br />5-P2 <br />0.4 <br />52 <br />5-P3 <br />0.1 <br />44 <br />SH-P 1 <br />18 <br />SH-P2 <br />Permit Number. C1981044 Page 6 of 14 <br />