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2 <br />address storm water run -off from the site and from the watershed above and to the west of the mining <br />area. The Stormwater Management Plan is included with Exhibit G. <br />(g) Show the owner's name, type of structures, and location of all significant, valuable, and permanent <br />man -made structures contained on the area of affected land and within two hundred (200) feet of the <br />affected land. <br />The maps show the location and ownership of the following structures: <br />1) City of Canon City water treatment plant. These are concrete settling pond structures and <br />buildings used to process water. <br />2) Smith residence located on South side of Tunnel Drive and within 200' of the intersection <br />of Tunnel Drive and existing main haul road. <br />3) Permanent ditches, retention and sediment ponds located in five different areas within the <br />affected land boundaries. These structures, located on the Stormwater Management Plan <br />map, are permanent structures that will be retained through the life of the mining <br />operation and through perpetuity for storm water drainage control from the site and <br />neighboring areas. The Stormwater Management Plan is designed to improve the <br />protection of Tunnel Drive and property owners from uncontrolled storm related water <br />flows by slowing storm water velocities, retaining sediment and controlled erosion, and <br />diverting most anticipated storm water away from Tunnel Drive and direct drainage into <br />the Arkansas River. <br />4) A scale and mobile scale house within the affected land boundaries belonging to the mine <br />operator. <br />5) A maintenance shop and office building located app. 400' north of Tunnel Drive along <br />the existing main haul road but not within affected land boundaries. This building houses <br />the maintenance operations of Tezak Heavy Equipment Company, Inc., a highway and <br />rock contracting company not associated with mining operations. It is located on property <br />purchased from Rencher Concrete and is not included in the mining affected lands nor <br />should it be bonded or associated with the mining operation. <br />(h) In conjunction with Exhibit I - Soils Information, Subsection 6.4.9, soils information may be presented <br />on a map in this section; <br />Please see Exhibit I. <br />(i) Aerial photos, if available, may be included in this section. <br />NARRATIVE FOR EXHIBIT C-- PREMINING AND MINING PLAN MAP <br />(i) nature, depth and thickness of the deposit to be mined and the thickness and type of overburden to be <br />removed (may be marked "CONFIDENTIAL," pursuant to Paragraph 1.3(3)); and <br />This granite gneiss area is a massive bedrock outcrop of the basement rock complex of igneous and <br />metamorphic rocks which underlie the entire Royal Gorge region. USGS Map I -869 interpretation of <br />this formation is as follows: <br />"Migmatitic gneiss (Precambrian), layered, chiefly feldspathic - biotite- quartz - plagioclase <br />gneiss with minor amounts of hornblende gneiss, calc - silicate gneiss, and garnetiferous and <br />sillimantic varieties. Characteristically gray, brownish -gray, or pinkish -tan medium -to -fine <br />grained well foliated and well - layered rock. Compositional banding generally is parallel to <br />