Laserfiche WebLink
III IIIIIIIIIYr~i r~~ <br />STATE OF COLORADO <br />MINED LAND RECLAMATION DIVISION <br />Department of Natural Resources <br />1313 Sherman St.. Room 215 <br />Denver, CG 80203 <br />303 866-3567 <br />Fgx.303 632-6106 <br />DATE: November 26, 1991 <br />OF ~~(p <br />i.F' ~,P> <br />N~,- J$ <br />• 'r ° <br />. '~~„~ <br />'re ~a <br />Roy Romer. <br />Governor <br />Fretl R. Banta. <br />Drv~sion Director <br />TO: Susan Morrison <br />~ - <br />- c~-- <br />FROM: Jim Pendleton --•~ ' <br />RE: Powderh rn Coa - Water Pipeline Supplemental Submittal <br />As you are aware, immediately following the issuance of my October 31, 1991 <br />memo recommending approval of the Ute Water District's water supply pipeline, <br />Powderhorn Coal informed the Division that the design would be amended. <br />Following several exchanges with Larry Retschke, Powderhorn's engineer, Larry <br />requested that I contact Ute's consultant, Westwind Engineering, directly. In <br />the absence of Steve LeBondi, the project engineer, Mr. Gerald Williams <br />responded to my inquiries. <br />Mr. Williams informed me that the amendments were completed at the request of <br />the contractor. The contractor reports that the importation of gravel trench <br />bedding would be inordinately expensive. As an alternate, as depicted in the <br />attached engineer's schematics (FAX'd to me by Mr. Williams), the 6 inch PIP <br />water supply pipeline will be encased within a 15 inch PIP outer pipeline. In <br />addition, a 4 inch drain pipe will be installed within the 15 inch encasement <br />to intercept any water which might leak from the main. The fifteen inch <br />encasement pipeline will continue through all reaction blocks, and the 4 inch <br />drain pipe will daylight at the toe of the waste pile facial slope. <br />With the inclusion of the attached engineer's schematic and plan for the water <br />main supply pipeline construction, I recommend that the amended TR-12 be <br />approved by the Division. <br />cc: Larry Routten <br />JP/jP <br />