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HomeMy WebLinkAboutDRC-2010-006233 - 0901a068801e5e04C-2010-006233 December 2, 2010 VIA E-MAIL AND OVERNIGHT DELIVERY Rusty Lundberg Utah Department of Environmental Quality 195 North 1950 West P.O. Box 144810 Salt Lake City, UT 84114-4820 o y Received DEC 2010 Division of Radiation Control ysi^z<y cnl 71 Denison Mines (USA) Corp. 1050 17th Street, Suite 950 Denver, CO 80265 USA Tel: 303 628-7798 Fax : 303 389-4125 www.denisonniines.com Re: State of Utah Ground Water Discharge Permit ("GWDP") No. UGW370004 White Mesa Uranium Mill New Decontamination Pad Transmittal of Hydrostatic Leak Test Results Dear Mr. Lundberg: This letter transmits results of hydrostatic testing on the steel tank liner and leak detection system of the New Decontamination Pad at Denison Mines (USA) Corp.'s ("Denison's) White Mesa Mill as required by Ground Water Discharge Permit ("GWDP") No. UGW370004. This hydrostatic test and resulting data respond to: • requirements in Part I.H.4.c) of the GWDP, and • Utah Division of Radiation Control's ("DRCs) Request for Information ("RFI") letter of February 4,2010. Denison provided 10 day notice of testing to DRC on September 2, 2010 and November 12, 2010. A successful 48 hour test was conducted from November 24 to 26, 2010, and results, certified by a Utah Registered Professional Engineer, are attached to this letter. Please contact the undersigned if you have any questions or require any further information. Yours very truly, DENISON MINES (USA) CORP. Jo Ann Tischier Director, Compliance and Permitting cc: David C. Frydenlund Harold R. Roberts David E. Turk K. Weinel Central files DENISO MINES Dvnlson Mbtaa Corp. 6426 S. Highway 191, PO Box 809 Blanding, UT 84511 USA Tel: 435 678-2221 Fax: 436 678-2224 www.clenl8onniliio».oom TESTING PROCEDURE - LEAK CHECK NEW DECON COLLECTION TANK LINER The following is the procedure to ensure that the steel tank liner that has been installed in the collection tank does not have any leaks prior to entering into servrce. The collection tank has three bays with an inspection port in the comer of each bay. These ports are covered by a pipe cap. It is critical that these caps be left in place at all times except at time of inspection and measurement. Prior to testing it has been confirmed that there is no water inside these inspection ports. Prior to starting testing this water must be removed to all reasonable extent. The test period shall be 48 hours. The following procedure shall be completed and dates, times, and signatures filled in. The completed form shall be retumed to Steve Snyder. 1. 2. Verify that each bay has had the residual water removed. Initial Establish Baseline - Measure any water level in each bay and record along with the Date and Time of Measurement. a. Bay 1 (South Bay) b. Bay2 (Middle Bay) c. Bay 3 (North Bay) Water Level. Water Level 9-(^3 Water Level. Ay. 7^ Date /plH7w Time. Date If/zyiO Time 3-OS qno , Date /f/T-'p/O Time 'f--00 Initial 2^ Measurement (24 hrs) - Measure water level in each bay and record along with the Date and Time of Measurement. a. Bay 1 (South Bay) b. Bay2(MiddleBay) c. Bay 3 ( North Bay) Water Level. Water Level. Water LeveL jy jyy Date \l/z^//(^ Date 117^'^ Time Time Time if:l}0 ^1 Od J2il Initial 4. Final Measurement (48 hrs) - Measure water level in each bay and record along with the Date and Time of MeasuremenL a. Bay 1 (South Bay) b. Bay 2 (Middle Bay) c. Bay 3 ( North Bay) Water Level. Water Level. Water Level. . Date. Date. Date \l/'ZiyiO Time . Time Time j^y/Ajiir Initial A passing test will show no measurable increase in water leveL A failed test shall result in leak repair and retesting. Pass or Fail _ Signature