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r <br />$tATE OF COLORADO 4IC Hnan D, ~. f,nvirn n~ ~~ <br />DEPARTMENT OF NATURAL RESOURCES <br />Harris D. Sherman. Executive Director <br />ML~iED LAND RECLAMATION <br />423 Centennial Building, 1313 Sherman Street <br />Denver, Colorado 80203 Tel. (303) 639-3567 <br />David C. Shelton <br />Director <br />October 6, 1980 <br />Mr. Gordon Bruckner, P.E. <br />ARIX, Inc. <br />760 Horizon Drive <br />Grand Junction, Colorado 81501 <br />Dear Gordon: <br />I forward this note Ko document and clarity our telephone <br />conversation of Friday, October 3, 1980, regarding the <br />certification of stability of the Roadside refuse Wile <br />ac GEX Colorado, Inc. in Cameo, submitted by your firm. <br />have reviewed the stahility analyses completed under <br />ARIX's direction over the past two years. ?Ty one lingering <br />concern regards the seepage evidenced on the face of the <br />refuse pile at approximately 35 feet above the toe. The <br />saturated condition of the lower portion of the pile 'is <br />generally indicated by an evaporative salt or alkali residue <br />as well as by a low flowing seep. <br />I note that the second cross section of the "ten most <br />critical of surfaces generated" (contained in appendix B of <br />your June, 1980 report) does show an elevated phreatic surface. <br />However, no discussion of the specifics of that phreatic <br />surface is contained within the reports text. Because of the <br />potential critical effects of phreatic surface elevation <br />changes, I believe that this topic deserves specific treatment <br />in the certification of refuse piles stability. For that <br />reason I request that your firm prepare a letter of supplement <br />to the certification report which specifically discusses: <br />(1) The phreatic surface assumed within the orginial stability <br />analysis; (2) The existing condition as relates to the <br />seepage occui•ing; (3) 1'he projected future equilibrium <br />phreatic surface following final reclamation of the refuse <br />pile; and (4) Proposed surface preparation for drain design <br />elements which would assure a stable final surface of the <br />refuse pile following application of the required nontoxic <br />cover material. <br />