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HomeMy WebLinkAboutDRC-2012-001562 - 0901a068802e22f4.2912-00 1562 Department of Environmental Quality Amanda Smith _ Executive Director DIVISION OF RADIATION CONTROL Rusty Lundberg Director %,'l«9(>.^. State of Utah GARY R- HERBERT Govemor GREG BELL Lieutenant Govemor May 30, 2012 CERTIFIED MAIL (Return Receipt Requested) Jo Ann Tischler Director, Compliance and Permitting Denison Mines (USA) Corp. 1050 Seventeenth St. Suite 950 Denver, Colorado, 80265 a ir D LD tr r- a • • a l-=l • F/LE SR y U.S. Postal Service™ CERTIFIED MAILTM RECEIPT (Domestic Mail Oniy; No Insurance Coverage Provided) For deliverv information visit our website at www.u6ps.come '• '.....' 1..' h " , -''.7 'X 'C-i Postage $ 1 1 P.OrtlflQrl Coo 1 RE 5/30/2012, NOED& RFI / TR Jo Ann Tischler Denison Mines (USA) Corp fs 1050 Seventeenth ST, STE 950 Denver, CO 80265 City. State, ZIP+4 PS Form 3800. August 2006 See Reverse (or Instructions Subject: Denison Mines (USA) Corp., January 12, 2012 Southwest Hydrogeology Investigation Report: DRC NOED and RFI Dear Ms. Tischler: The Utah Division of Radiation Control (DRC) has reviewed the Denison Mines (USA) Corp. (DUSA) document titled "January 12, 2012, Hydrogeology of the Perched Groundwater Zone in the Area Southwest of the Tailings Cells, Wliite Mesa Uranium Mill Site^^ (Report), which was prepared by Hydro Geo Chem, hic. (HGC). The Report was required by Part I.H.6 ofthe facility Ground Water Discharge Permit, Permit No. UGW370004 (Permit). Notice of Enforcement Discretion Part I.H.6(a)2. ofthe Permit requires DUSA to: "fl) Install multiple borings and7or monitoring wells to completely enclose and define both • 2) Piezometers or wells that intercept the shallow aquifer and encounter a saturation thickness of 5-feet or more. Said wells and piezoT?ieters shall have a tninimum inside diameter of 3 inches. Tlie Permittee shall complete hydraulic testing of all such wells and piezometers iti accordance with Part IF.6(c) ofthis Permit. " Per DRC review of the Report, it was noted that three of the borings, which had a saturated interval of greater than 5 feet, were abandoned without completion of casings/screens or hydraulic testing. Specifically, borings DR-02, DR-16 and DR-25 were abandoned in violation of the Permit Part I.H.6(a)2. ] c)5 North 1950 West • Salt Lake Cit>', UT Maihng Addre.ss P O Box 144850 • Salt Lake Cit>', UT 84114-4850 Telephone (801) 536-4250 • Fax (801) 533-1097 - TDD (801)536-4414 w ww deq utali gov FYinted on 100",j recvcltd paptr Jo Ann Tischler Southwest Investigation Page 2 DRC is providing enforcement discretion for these violations, based on: 1. DUSA good faith efforts to provide the southwest hydrogeology study and report, including fieldwork to provide 22 borings used to measure initial water levels, 18 of which were completed as piezometers for ongoing water level measurements and 13 of which were used for falling head slug tests to determine hydraulic properties of the Burro Canyon Aquifer 2. The DUSA agreement to conduct additional borings and install additional piezometers m the vicinity of and west of abandoned boring DR-02, in order to characterize hydraulic properties and ground water flow directions in this area as discussed below. Request for Information DRC finds that several data gaps exist to comply with the Permit requirements of Part I.H.6 and to support fmdings in the Report. These data gaps are: 1. The Report does not provide field measured evidence to support a hydraulic divide in the area of piezometer DR-05 and abandoned borehole DR-02, as required by the Permit I.H.6.C. Flow path lines as depicted on Figure 12 of the Report west of piezometer DR-05, which discount westerly flow toward Cottonwood Seep, are not supported with measured groundwater elevations and plotted contours that extend into this area. The Report data shows relatively significant saturated thickness, > 10 ft, measured at piezometer DR-05 and boring DR-02 (prior to abandonment), but does not provide field data to determine how far west the zone of saturation extends or to provide hydrauhc evaluation of that zone. Additional borings and study are needed to better characterize flow and hydrogeology of the perched aquifer in the area west of abandoned boring DR-02 (southwest of Westwater Seep) and to substantiate the statement in the Report that this area is "inadequate as a potential supply to Cottonwood Seep (p. 19)." (based on water balance results for DR-10 and DR-05 only). Per Figure E.2 of the Report, the Burro Canyon Formation outcrops continue approximately 0.8 mile west of Westwater Seep (approximately 0.5 miles west of abandoned bonng DR-02). Additionally, Figure E.2 ofthe report shows a significant area of slumps and landslides which extend even farther to the west. 2. The Report, Table 3, lists slug test results (K and Ss) for the investigation completed piezometers. DRC notes that the slug test results for piezometer DR-08 differ by an order of magmtude between the automatically logged data and the hand collected data. DRC additionally notes that Table 3 hsts, '"Not Inteipretable'^ as the K value at DR-08 by the Bouwer-Rice Method using the Hand Collected data. Slug tests at piezometer DR-08 need to be repeated in order to validate the reported hydraulic conductivity values, and to substantiate the inclusion of these results in the hydraulic conductivity averages. 3. The Report does not provide evidence to support the claims of a hydrauhc comiection between Westwater Creek and Cottonwood Seep as required by the Permit Part I.H.6.C The Report Figure 16, delineates an area which HGC interprets as the likely source of Jo Ann Tischler Southwest Investigation Page 3 Cottonwood Seep based on elevation, however no additional information is provided to support the hydraulic connection. Such evidence is required to include: a. Evidence of a confinuous zone of liigher permeability connecfing the likely source area of Westwater Creek with Cottonwood Seep (e.g. boring logs showing the coarser grained or sandstone layer), b. Delineation of stream alluvium deposits within the Cottonwood Creek drainage and especially within the proposed likely stream segment of Cottonwood Seep (to understand the actual zone of influence), c. Average flow in the Westwater Drainage, d. Evidence that Westwater Creek is a gauiing stream in the segment proposed as a recharge source to Cottonwood Seep, d. A detailed evaluation/explanation ofthe hydrauhc mechanism promofing flow into the hypothesized higlier permeability layer, instead of stream bed flow. Addifionally, per the Pemiit part I.H.6(g) please provide DRC at least 14 business day notice pnor to drilling additional borings and/or hydraulic testing of piezometers for the additional required study in order to provide DRC the opportunity to observe the activities in the field. Per telephone conversations between DRC and DUSA personnel on May 23, 2012 and May 24, 2012, DUSA will review the request for information items above, and then arrange a telephone conference call with DRC to discuss and agree upon specific actions for additional study. The call will be held within 30 calendar days of DUSA receipt of this letter. Ifyou have any questions regarding tliis letter please contact Tom Rushing at (801) 536-0080. Sincerely, Rusty Lundberg, Director RL:TR:tr F VDUS.-WSouthwest hivestigationVIanuary 12, 2012 HGC Report^SW Investigation 1-12-12 Report - DRC Findings and RFI Letter doc\