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. R~snonse <br />LCC will takz the rock separated from [hz coal a[ thz train loadout and put it in [he western <br />end of Jeff Canyon above Fill 1 area in a "coal processing waste banl;". The location may <br />be observed on itlap 2.0~..-1. Across-section may be found as Fi~ure_.0~.3-13 and a <br />description of its construction may be found on revised page 2.0~-40. <br />}~ Figures 2.0.3-~ to 7 were not found in the revised matzrials submitted. <br />6~ <br />Response <br /> The on=final comment requzsted "...a cross section that demonstratzs ho+v far into each <br /> hillside the concrete structures +vill extend. and indicate the different safety bench <br /> configurations proposed." Figure 3.0.3-=4a was added to provide the cross section <br /> information. Figures 3.0.3-~ through 7 +vere already in [he docwnznt indicatia~ the saferv <br /> bench configurations and did not require revisions. These figures +vere refzrenced to direct <br /> the Division to the information requestzd. <br /> <br />(~ „~yv <br />~, Thz maps refzrenczd and the text pages citzd do not seem to makz sense. Phase revie+v and <br />~ <br />~Vll ((NN conzct as necessan•. <br />• Rzspanse <br /> Existing and proposed underground and overhead utilit+ lines. poles. <br /> substationitransformers, and IiUht use roads are sho++,n on \~lap ~.0~.3-1. A discussion of <br /> thesz facilities is included on revised page 2.0~-13. <br />'6. it is unclear from Map 19-1 in Ex}tibit 19 how disturbed area drainage from the loadout aria <br />\ _ <br />'~ on the north west sidz of thz railroad spur will make it to the sedimznt pond on the southeast <br />,,,~pp2. i <br />n <br />~" <br />~ sidz of thz spur. Should some cul+•erts be installed under the spur near thz loadout to <br />t <br />~// accomplish this? <br /> Responsz <br />S~~`D Greystone is working on designs to excavate sumps along the wes[ side of the [racks to <br />f accommodate the 2~-year 24-hour storm and flow from the wzst. These sumps will be <br />~QS~~ p desiened [o mzet appropria[e impoundmen[ reeulations. The train loadout impoundmen[ <br />h.~p- design will be modified to reflect [hz lower flow. <br />~. The applicants response is inadequate. Thz Division requzsted the applicant providz the <br />,/ designs for the construction of all buildings planned to be consvucted +cith concrete floors <br />rY~~-~ (Section '.0~.3(3)(al of the C3oard~s Rzsula[ions). Thz applicant responded that "a new <br />~ Figure 2.0.3-~6 providzs thz fuzl and ++ater tank fowtdation dzsivi". <br />1 <br />~~ °~~ <br />11 <br />