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HomeMy WebLinkAboutDRC-2009-007085 - 0901a0688015a1edH>L-^(^^^-^'^'^~~^ ^^ DENISOh^i MINES December 31, 2009 VIA PDF AND FEDERAL EXPRESS Mr. Dane L. Finerfrock Co-Executive Secretary Utah Water Quality Board State of Utah Department of Environmental Quality 168 North 1950 West P.O. Box 144850 Salt Lake City UT 84114-4850 Denison Mines (USA) Corp. 105017th Street, Suite 950 E)enver, GO 80265 USA Tel: 303 628-7798 Fax: 303389-4125 www.clenisonmines.cofn Dear Mr. Finerfrock: Re: Chloroform Contamination Investigation. Chloroform Concentrations Exceeding the Groundwater Quality Standard in Monitor Well TW4-6. Request for a Submittal of a Plan of Action and Work Schedule. Confirmatory Action Letter. Recent chloroform concentrations in monitor well TW4-6 at the White Mesa Mill (the "Mill") have exceeded the 70 ug/l State of Utah groundwater quality standard, requiring an adjustment to the hydraulic containment program relating to the chloroform contamination plume at the Mill. This letter is in response to your Confirmatory Action Letter dated November 9, 2009, which confirms Denison Mines (USA) Corp's ("Denison's") agreement to submit on or before December 31 a plan of action and work schedule to achieve hydraulic containment at TW4-6. Enclosed please find a letter report dated December 28, 2009 from Hydro Geo Chem, Inc. that addresses the recent detection of chloroform concentrations at TW4-6, and discusses potential response options and recommends a course of action. In accordance with the recommendations in Hydro Geo Chem's letter report, Denison proposes the following plan of action and work schedule to achieve hydraulic containment at TW4-6: 1. On or before January 31, 2009, Denison will commence pumping at TW4-4, which is immediately upgradient of TW4-6, using similar pumping equipment and procedures as currently utilized for the other chloroform pumping wells at the Mill site. 2. Pumping of TW4-4 will continue until at least the analytical results of the third quarter 2010 chloroform sampling event have been received and analyzed. This will allow for the pumping to have taken place for two full quarters and a review of the quarterly chloroform monitoring results to determine whether or not the concentration of chloroform in TW4-6 is declining. If the chloroform concentration in TW4-6 is declining as a result of the pumping of TW4-4, then the pumping of TW4-4 will continue. 3. If at any time the chloroform concentration in TW4-6 has not been reduced to below 70 ug/l and the chloroform concentration in TW4-6 does not decrease for any two consecutive quarters (not counting the first quarter of 2010), then, within 60 days after the end of such second consecutive quarter, Denison will commence pumping TW4-6, in addition to TW4-4, using similar pumping equipment and procedures as currently utilized for the other chloroform pumping wells at the Mill site. 4. The pumping of both TW4-4 and TW4-6 will continue until the analytical results for three quarters of chloroform sampling have been received and analyzed. This will allow for the pumping of both wells to have taken place for two full quarters and a determination of whether or not the concentration of chloroform in TW4-6 is declining as a result of the pumping of both TW4-4 and TW4-6. If the chloroform concentration in TW4-6 is declining, then pumping in both TW4-4 and TW4-6 will continue until the chloroform concentration in TW4-6 has been reduced to below 70 ug/l. 5. Once chloroform concentrations in TW4-6 have been reduced to below 70 ug/l, Denison will continue pumping either or both of TW4-4 or TW4-6 as it determines necessary to maintain chloroform concentrations in TW4-6 below 70 ug/l. 6. If, after commencement of pumping in both TW4-4 and TW4-6, the chloroform concentrations in TW4-6 have not been reduced to below 70 ug/l and the chloroform concentrations in TW4-6 do not decrease for any two consecutive quarters (not counting the quarter in which pumping in TW4-6 commences), then, within 60 days after the end of such second consecutive quarter, Denison will install a new chloroform monitoring well downgradient of TW4-6, and will continue to pump either TW4-4 or TW4- 6, as Denison, with the concurrence of the Executive Secretary, determines necessary in order to hydraulically contain the chloroform plume. If you have any questions or require any further information, please contact the undersigned. Yours very truly, DENISON MINES (USA) CORP. ..R^^ David C. Frydenlund Vice President, Regulatory Affairs and Counsel cc: Ron F. Hochstein Harold R. Roberts Steven D. Landau David E. Turk DENISOr^i MINES HYDRO GEO CHEM, INC. Environmental Science & Technolo^ry December 28, 2009 Mr. Steven Landau Denison Mines (USA) Corporation 1050 17th Street, Suite 950 Denver, Colorado 80265 Dear Steve, This letter addresses the recent detection of chloroform concentrations exceeding 70 ^g/L at TW4-6, a temporary perched zone monitoring well located at the White Mesa Uranium Mill near Blanding, Utah (the "Mill" or the "site"). Chloroform concentrations exceeding 70 |Lig/L places the well within the perched zone chloroform plume at the site. Background conditions, a discussion of potential response options, and a recommendation are provided below. Background TW4-6 was installed in the second quarter of 2000 to serve as a downgradient well for monitoring perched zone chloroform that most likely originated from the abandoned scale house and former office leach fields. These leach fields received both laboratory and lavatory wastes in the early years of Mill operation as described in the Preliminary Corrective Action Plan (Hydro Geo Chem [HGC], 2007^). Between the time of installation and the fourth quarter of 2008, TW4-6 bounded the chloroform plume which is defined by concentrations that equal or exceed 70 >ig/L. Chloroform concentrations remained non-detect at TW4-6 between the time of installation and the first quarter of 2005. Concentrations then maintained a slow, somewhat erratic, but upward trend until concentrations exceeded 70 j^g/L in the first quarter of 2009. The rate of chloroform migration at TW4-6 is clearly slower than at TW4-4, the closest well upgradient of TW4-6. Concentrations at TW4-4 increased from non-detect to more than 2,200 jag/L within only 2 quarters whereas 16 quarters were required for concentrations in TW4-6 to increase from non-detect to only 81 |ig/L. Hydro Geo Chem, Inc. 2007. Preliminary Corrective Action Plan. White Mesa Uranium Mill Near Blanding, Utah Ttr^ 51 West Wetmore, Suite 101 Tucson, Arizona 85705-1678 11'" 520.293.1500 520.293.1550-Fax 800.727.5547-Toll Free Mr. Steven Landau December 28, 2009 Page 2 Since 2003, chloroform has been removed from the perched zone by pumping. Pumping initially began at MW-4. TW4-19, MW-26 (TW4-15) and TW4-20 were later added to the pumping network. The purpose of the pumping is to reduce total chloroform mass in the perched zone as rapidly as is practical. These wells were chosen for pumping because 1) they are located in areas of the perched zone having relatively high permeability and saturated thickness, and 2) high concentrations of chloroform were detected at these locations. The relatively high transmissivity of the perched zone in the vicinity of the pumping wells results in the wells having a relatively high productivity. The combination of relatively high productivity and high chloroform concentrations allows a high rate of chloroform mass removal. Downgradient pumping has also been considered. The primary reason that downgradient wells such as TW4-6 have not been pumped is that the perched zone has a relatively low permeability in the downgradient portion of the chloroform plume. Although it would be desirable to pump at downgradient locations from the standpoint of reducing fiirther downgradient plume migration, any wells completed in this portion of the plume would likely have a very low productivity (< 0.5 gpm). Furthermore, the rate of chloroform migration in the downgradient portion of the plume is slow due to low permeability conditions. Options As discussed in the Preliminary Corrective Action Plan (PCAP), should concentrations at a downgradient well such as TW4-6 exceed 70 ng/L, a new downgradient well is to be installed with the concurrence of the Utah Department of Environmental Quality (UDEQ). This is Option 1. Pumping at downgradient wells such as TW4-6 has not been implemented in the past due to low perched zone permeabilities in the downgradient portion of the plume and the low expected rates of well productivity. A second option (Option 2) not presented in the PCAP would be to delay installation of a well downgradient of TW4-6 and to pump upgradient well TW4-4 at a rate as high as practical. Should chloroform concentrations continue to increase at TW4-6, then TW4-6 would also be pumped at a rate as high as practical. Should chloroform concentrations continue to increase at TW4- 6 while bothTW4-4 and TW4-6 are pumped, a new well would be installed downgradient of TW4-6. Should concentrations at TW4-6 drop below 70 jig/L while TW4-4 is pumped, or while both TW4-4 and TW4-6 are pumped, an additional downgradient well will not be installed unless concentrations at TW4-6 should again increase to 70 \ig/L or more. Pumping at either or both wells, once implemented, will continue to the extent practical. C:\Documents and Settings\hroberts\Local Settings\Temporary Internet Files\Content.Outlook\WXQ9AlPX\091228sl Itr (5).doc Mr. Steven Landau December 28, 2009 Page 3 Recommendation Although the productivities of TW4-4 and TW4-6 are likely to be low, Option 2 is recommended. Pumping of either or both of these wells would provide additional mitigation of chloroform in the perched zone, and may help reduce the rate of downgradient chloroform migration. Pushing back the installation of an additional monitoring well downgradient of TW4-6, while initiating pumping and continuing to monitor concentrations, is justified by the slow rate of downgradient chloroform migration in this area and by the additional benefits expected from the pumping. Option 1 would provide for quicker installation of an additional downgradient well but would not provide the potential benefits of pumping TW4-4 (and TW4-6, if implemented). Sincerely, Stewart J. Smith Associate Hydrogeologist C:\Documents and Settings\hroberts\Local Settings\Temporary Internet Files\Content.OutIook\WXQ9Al PX\091228sl Itr (5).doc