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FIGURE C-2 c-45 <br /> N <br /> Phase 1:PRE-STRIPPING Growth medium will be removed at 12-inches Phase 3:MINEPIT Once ROM stockpile 2 has been depleted,the <br /> below the surface and stockpiled on the site for main mine pit will start to be excavated. This <br /> reclamation at the end of the project at location material will continue replenishing ROM <br /> TS-1A. The main growth medium removal area stockpile 1 and fed to the wet plant. Again, <br /> shown on the left represents the area of the fines I during this process the fines recovery pit will <br /> recovery pit and the main mine pit. Additional continue to be slowly filled with fine material from <br /> growth medium will be removed from the the system. <br /> IL-71 perimeter road area(s)to allow for road base <br /> material to be placed and compacted to support <br /> rowt site traffic. The planned growth medium <br /> ediu stockpile is estimated at 7,800 CY. Internal mine Main Mine Pit <br /> tockpil roads may require the stockpiling of 1,700 CY of <br /> additional material, and this material will be side <br /> TS 1A cast adjacent to the roads to build the safety o <br /> berms as needed. TS-1A <br /> Phase 2:PLANT The fines recovery pit will be excavated and _ Phase 4:CLOSURE Once all equipment has been removed from the <br /> ROM stock ile 1 material will be placed in ROM stockpiles 1 and site, site reclamation will begin and the growth <br /> ROM stockpile 2. The wet plant will be fed from medium stockpile will be spread over the pit <br /> Fines <br /> ROM stockpile 1. During this time the fines i areas. <br /> I recovery pit will slowly be filled with fine material <br /> recovery from the washing process. The fines recovery <br /> pit i pit has an estimated volume of 43,000 CY, and <br /> based on estimated yield, the material entering <br /> the fines recovery pit is estimated at 38,000 CY <br /> (13% safety factor). The remaining volume is to I <br /> ROM i be utilized as storm water retention and sufficient <br /> stockpile 2 I freeboard. The Main Mine Pit may also be used <br /> �. for storm water retention. <br /> TS-1 A o <br /> Pit Section Views Section A-A view <br /> n ` 235' —235' 3:1 <br /> I 500' slope <br /> Section B-B view <br /> ection C-C <br /> 25' <br /> o a <br /> N <br /> o I 3:1 <br /> N <br /> U) I 575' slope <br /> Section C-C view <br /> o Section B-B I 25 <br /> j o 3:1 <br /> U1 slope <br /> 275' <br /> Cl)l <br /> Ill Scale (1/256 in = 1 ft) <br /> I <br /> U <br /> NI 200 ft 400 ft 600 ft 806 ft 1000 ft 1,060 ft <br /> 1 <br /> L� DATE 24 2019 PROJECT TITLE PROJECT NO. <br /> I \/ A I O PROGRAMNGCONSUEM SCALESAND 181001 <br /> O X (J\� C MINE DEVELOPMENT <br /> ENGINEERING CONSULTING NOTED <br /> O SPECIALDISTRICTS DRAWN CBS FRAC SAND PLANT FIGURE NO. <br /> SCHEDIO GROUP <br /> °O Keenesburg Project—Limited Impact 110 Application_May 24,2019 REVISION 1 C-2 <br />