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HomeMy WebLinkAboutDRC-2025-000667 299 South Main Street, Suite 1700 ▪ Salt Lake City, Utah 84111 (801) 649-2000 ▪ Fax: (801) 880-2879 ▪ www.energysolutions.com February 20, 2025 CD-2025-035 Mr. Doug Hansen, Director Division of Waste Management and Radiation Control P.O. Box 144880 Salt Lake City, UT 84114-4880 Re: Groundwater Quality Discharge Permit Number UGW450005 (GWQDP): Groundwater Monitoring Well P3-95 SWC Tracer Dye Test Plan Dear Mr. Hansen: The letter provides EnergySolutions’ plan (Plan) to conduct a tracer dye test to more definitively delineate the source and location of infiltration presumed to be the transport mechanism for uranium concentrations exceeding groundwater protection levels (GWPLs) in groundwater at well P3-95 SWC. The Plan is provided in accordance with a Division of Waste Management and Radiation Control (DWMRC) letter dated August 23, 2024 (DRC-2024-006236) requesting the Plan include: tentative dates, plans for application, plans for observation, and a copy of the BrightDyes® manufacturer instructions. EnergySolutions acknowledged receipt of DRC-2024-006236 on September 11, 2024 (CD-2024-189). This Plan provides additional details for a tracer dye test proposed in submittal CD-2023-204 (October 9, 2023), which was approved by DWMRC on March 15, 2024 (DRC-2024-004377). Submittal CD-2023-204 includes background information regarding EnergySolutions decision to perform a tracer test as the next step of the investigation. In summary, the tracer dye test consists of the following: • Physically divide, to the extent possible, the north-south ditch on the west side of the former LARW haul road into three segments. • Following a suitable precipitation event, apply visual tracer dye to each of the three ditch segments, each dye will be a different color. • Monitor the surface water in the ditch, and remove additional surface water from subsequent precipitation events, as needed, to reduce mixing between segments. • Sample well P3-95 SWC weekly to visually determine if dye is present in groundwater, monitor field parameters, and collect a sample for possible total Mr. Doug Hansen February 20, 2025 CD-2025-035 Page 2 of 5 uranium analysis. Monthly out-of-compliance (OOC) sampling will continue throughout the test. • Based on field observations, determine when to conclude the test. • If total and/or isotopic uranium concentrations in well P3-95 SWC groundwater exceed GWPLs at the conclusion of the test, based on results of tracer test determine the timing of groundwater extraction. Additional information and a tentative schedule are provided below. Pre-Test Preparation • Procure tracer dye: Blue, red, and fluorescent yellow/green dyes have been selected based on their color contrasts and technical properties provided in the attached Bright Dyes® Technical Data Bulletins available at Bright Dyes® | Leak Tracing Detection | Kingscote Chemicals. Ditch segments will be approximately 350 feet in length, equating to approximately 12,000 gallons of water in each segment. Generally, one pint of liquid dye is sufficient to provide strong visual evidence of breakthrough at well P3-95 SWC according to the information provided on Bright Dyes®’s website. • Construct temporary dikes: Coordinate with Clive Facility Operations for the construction of temporary dikes between segments. The dikes will extend onto the haul road to divide the ditch into three segments: o North segment - ditch segment north of approximately the north end of the 1995 Evaporation Pond. o Central segment – ditch segment approximately between the north end of the 1995 Pond and center of the Containerized Waste Storage Pad. o South segment – ditch segment south of approximately the center of the Containerized Waste Storage Pad. The material used to construct the temporary dikes will be clean native material. It is anticipated the dykes will extend 3 to 5 feet onto the haul road and will be the height of ditch berms – approximately 2 feet. • Temporarily modify BAT stormwater collection: Coordinate with Operations to modify collection of storm water from the north-south ditch. Currently, water in the ditch is temporarily managed as Priority 1 in accordance with DWMRC approval (DRC-2023-071888; September 22, 2023). Enough water must be present to conduct the tracer test; however, water extending beyond the dikes onto the road should be removed to keep the segments isolated and prevent the different tracer dye colors from mixing. During the test, stormwater management may be required to maintain isolation of the segments to the extent possible. Mr. Doug Hansen February 20, 2025 CD-2025-035 Page 3 of 5 • Meteorological considerations: Ideally, a precipitation event would fill the ditch segments without overflowing the dikes. Equally important, significant precipitation events should not be forecasted to occur immediately following application of the dye. Tracer Dye Test • Application of Dye: Following a suitable precipitation event, dye will be added to each segment of the ditch. The dye will be applied in small volumes over the full length of the segment as opposed to applied all in one location. The dye will subsequently disperse in the surface water. • Monitoring and Sampling: As discussed in submittal CD-2023-204, groundwater extraction will not occur during the tracer test. This will allow natural groundwater flow conditions to exist during the test and will facilitate visual detection of dye during sampling. Groundwater samples will be collected weekly during the duration of the test. The samples will be collected for the presence of dye, field parameters will be recorded, and a preserved 4-liter sample will be collected. Each sample will be documented on a Groundwater Sampling Sheet (GWQDP, Figure B.4-2). Monthly out-of-compliance (OOC) samples will continue to be collected from well P3-95 SWC in accordance with GWQDP Part I.G.3. A monthly OOC sample will substitute for a weekly sample during the week it is collected. • Duration of Tracer Test: Based on previous observation and sampling of well P3-95 SWC, the timing of the arrival of tracer dye at the well is uncertain but anticipated to be on the order of several weeks to two months. Although duration cannot be determined at this time, EnergySolutions will continue weekly observation and sampling for a minimum of three months. Continued monthly OOC sampling beyond three months will provide a safeguard if dye breakthrough is slower than anticipated. The EnergySolutions Groundwater and Environmental Program Manager will decide when to end the tracer test. DWMRC will be notified a minimum of 14 days before the test is ended. Post-Test Activities • Groundwater Extraction: If tracer dye breakthrough has been observed and monthly OOC sample results indicate uranium concentration exceedances are present, extraction of groundwater at well P3-95 SWC will begin within 14 days of the end of the test in accordance with submittal GW-2023-204. If tracer dye breakthrough has not been observed and/or uranium concentrations are below corresponding GWPLs, groundwater extraction will not be necessary. • Weekly Groundwater Sample Analysis: Groundwater samples for isotopic uranium analysis have a six-month holding time (GWQDP Table B.4-2). Based Mr. Doug Hansen February 20, 2025 CD-2025-035Page 4 of 5 on field observations, the EnergySolutions Groundwater and Environmental Program Manager will select weekly samples to be shipped for isotopic uranium analysis. Any weekly samples not selected for analysis will remain in the custody of the sampling team until analytical results for the weekly and monthly OOC samples have been received and reviewed. •Letter Report: A summary report will be prepared and submitted to DWMRC nomore than 30 days following completion of the tracer dye test and receipt of allassociated analytical data. This report will provide findings of the test and willpropose addition activities, as needed, to return well P3-95 SWC to in-compliance status. Schedule Table 1 provides the schedule for the tracer dye test activities described above. Dates and durations are estimated largely due to the unpredictable nature of precipitation events. Please contact me at 801-649-2060 with any questions regarding this submittal. Sincerely, Mathew R. Schon Manager, Groundwater and Environmental Program I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering, the information the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Mr. Doug Hansen February 20, 2025 CD-2025-035 Page 5 of 5 Table 1 P3-95 SWC Tracer Dye Test Estimated Schedule Activity Approximate Date a Approximate Duration a Comments Pre-Test Preparation Procure tracer dye 2/19/2025 NA In progress Construct temporary dikes 3/10 to 3/14/2025 2 Days Includes notification to Clive Operations to temporarily modify stormwater collection in N-S ditch Tracer Dye Test Begin test 3/17 to 3/21/2025 1 Day Application of dye to surface water Monitoring and sampling 3/24 to 6/13/2025 12 Weeks End test 6/13/2025 NA Post-Test Activities Begin groundwater extraction 6/16 to 6/27/2025 2 Days See text for details Ship selected weekly samples for Iso-U analysis 6/16 to 6/20/2025 1 Day Letter report submittal 8/27/2025 NA Assume 5 weeks for receipt of data a Dates are provided as an estimate of overall project duration and relative timing of events. These dates are approximate and partly dependent on the timing of precipitation events and analytical reporting (i.e., variables EnergySolutions cannot control). For this reason, EnergySolutions requests these dates do not become regulatory deadlines. Kingscote Chemicals, 3334 S. Tech Blvd., Miamisburg, Ohio 45324 Telephone: (937) 886-9100 Fax (937) 886-9300 Web: www.brightdyes.com Division of Kingscote Chemicals ® TECHNICAL DATA BULLETIN Bright Dyes Standard Blue products are specially formulated versions of the dye Acid Blue 9. This dye is used for visual detection only and cannot be seen under ultraviolet light or detected by fluorometry. However, when used visually, its color is often thought to be more acceptable to public view than the fluorescing red or yellow green Bright Dyes products. In this respect, it is sometimes used in fountains, ponds and streams for decorative effect. Visually, the dye appears as aqua to royal blue depending on its concentration and activity of the water. Based on biochemical oxygen demand (BOD) studies, the dye is biodegradable with 77% of the available oxygen consumed in 7 days. Bright Dyes Standard Blue products have been certified by NSF International to the ANSI/NSF Standard 60 for use in drinking water at specific levels. As always the suitability of these products for any specific application should be evaluated by a qualified hydrologist or other industry professional. Store product out of sunlight, in a cool and dry location. Shelf life is 4 years from date of purchase. General Properties Tablets Liquids Powders Detectability of active ingredient 1 Visual <100 ppb Visual <100 ppb Visual <100 ppb Maximum absorbance wavelength 2 630 nm 630 nm 630 nm Appearance Lt. Blue speckled 1.6cm diameter Clear, dark blue aqueous solution Dark blue fine powder NSF, max use levels in potable water 2000 ppb 1200 ppb 100 ppb Weight 1.25 gms + 0.05 Dissolution Time 3 50% < 3 minutes 95% < 6 minutes 50% < 3 minutes 95% < 6 minutes Specific Gravity 1.04 + 0.03 @ 25 C Viscosity 4 1.8 cps pH 5.2 + 1.0 @ 25 C Coverage of Products One Tablet One Pint Liquid One Pound Powder Light Visual 200 gallons 125,000 gallons 1,200,000 gallons Strong Visual 20 gallons 12,500 gallons 120,000 gallons Caution: These products may cause irritation and/or staining if allowed to come in contact wit the skin. The use of gloves and goggles is recommended when handling this product, as with any other dye or chemical. To our best knowledge the information and recommendations contained herein are accurate and reliable. However, this information and our recommendations are furnished without warranty, representation, inducement, or license of any kind, including, but not limited to the implied warranties and fitness for a particular use or purpose. Customers are encouraged to conduct their own tests and to read the material safety data sheet carefully before using. 1 In deionized water in 100 ml flask. Actual detectability and coverage in the field will vary with specific water conditions. 2 Smaller peak at 405 nm. 3 (One tablet, 1 gram of powder), in flowing deionized water in a 10 gallon tank. 4 Measured on a Brookfield viscometer, Model LV, UL adapter, 60 rpm @ 25 C. WATER TRACING DYE STANDARD BLUE PRODUCTS Kingscote Chemicals, 3334 S. Tech Blvd., Miamisburg, Ohio 45342 Telephone: (937) 886-9100 Fax: (937) 886-9300 Web: www.brightdyes.com Division of Kingscote Chemicals® TECHNICAL DATA BULLETIN Bright Dyes Yellow/Green products are specially formulated versions of Xanthene dye, certified by NSF International to ANSI/NSF Standard 60 for use in drinking water. This dye is the traditional fluorescent water tracing and leak detection material and has been used for labeling studies from the beginning of the century. It may be detected visually, by UV light and by appropriate fluoremetric equipment. Today it is most often used visually. This dye has been used by the military to mark downed pilots for search and rescue operations over large water bodies. Visually the dye appears yellow/green, depending on its concentration and under UV light as lime green. Based on biochemical oxygen demand (BOD) studies, the dye is biodegradable with 65% of the available oxygen consumed in 7 days. The dye is resistant to absorption on most suspended matter in fresh and salt water. However, compared to Bright Dyes FWT Red products it is significantly less resistant to degradation by sunlight and when used in fluoremetry, stands out much less clearly against background fluorescence. As alwayss the suitability of these products for any specific application should be evaluated by a qualified hydrologist or other industry professional. Store product out of sunlight, in a cool and dry location. Shelf life is 4 years from date of purchase. General Properties Tablets Liquids Powders Detectability of active ingredient 1 Visual <100 ppb Visual <100 ppb Visual <100 ppb Maximum absorbance wavelength 2 490/520 nm 490/520 nm 490/520 nm Appearance Orange convex 1.6cm diameter Reddish, brown aqueous solution Orange fine powder NSF (Max use level in potable water) 6.0 ppb 10.0 ppb 1.0 ppb Weight 1.35 gms + 0.05 Dissolution Time 3 50% < 3 minutes 95% < 6 minutes 50% < 3 minutes 95% < 6 minutes Specific Gravity 1.05 + 0.05 @ 25 C Viscosity 4 1.8 cps pH 8.5 + 0.5 @ 25 C Coverage of Products One Tablet One Pint Liquid One Pound Powder Light Visual 605 gallons 125,000 gallons 1,200,000 gallons Strong Visual 60 gallons 12,500 gallons 120,000 gallons Caution: These products may cause irritation and/or staining if allowed to come in contact wit the skin. The use of gloves and goggles is recommended when handling this product, as with any other dye or chemical. To our best knowledge the information and recommendations contained herein are accurate and reliable. However, this information and our recommendations are furnished without warranty, representation, inducement, or license of any kind, including, but not limited to the implied warranties and fitness for a particular use or purpose. Customers are encouraged to conduct their own tests and to read the material safety data sheet carefully before using. 1 In deionized water in 100 ml flask. Actual detectability and coverage in the field will vary with specific water conditions. 2 No significant change in fluorescence between 6 and 11 pH. 3 (One tablet, 1 gram of powder), in flowing deionized water in a 10 gallon tank. 4 Measured on a Brookfield viscometer, Model LV, UL adapter, 60 rpm @ 25 C. WATER TRACING DYE FLT YELLOW/GREEN PRODUCTS Kingscote Chemicals, 3334 S. Tech Blvd., Miamisburg, Ohio 45342 Telephone: (937) 886-9100 Fax: (937) 886-9300 Web: www.brightdyes.com Division of Kingscote Chemicals ® TECHNICAL DATA BULLETIN Bright Dyes FWT Red liquid products are specially formulated versions of Rhodamine WT dye for convenient use in water tracing and leak detection studies. This bright, fluorescent red dye is certified by NSF International to ANSI/NSF Standard 60 for use in drinking water. It may be detected visually, by ultraviolet light and by appropriate fluoremetric equipment. Today it is most often used visually. Visually the dye appears bright pink to red, depending on its concentration and under ultraviolet light as bright orange. The dye is resistant to absorption on most suspended matter in fresh and salt water. However, compared to Bright Dyes FLT Yellow/Green products it is significantly more resistant to degradation by sunlight and when used in fluoremetry, stands out much more clearly against background fluorescence. As always the suitability of these products for any specific application should be evaluated by a qualified hydrologist or other industry professional. General Properties Tablets Liquids (50) Powders Detectability of active ingredient 1 Visual <100 ppb Visual <100 ppb Visual <100 ppb Maximum absorbance wavelength 2 550/588 nm 550/588 nm 550/588 nm Appearance Dark red convex 1.6cm diameter Clear dark red aqueous solution Dark red fine powder NSF (Max use level in potable water) 0.3 ppb 0.4 ppb 0.1 ppb Weight 1.35 gms + 0.05 Dissolution Time 3 50% < 3 minutes 95% < 6 minutes 50% < 3 minutes 95% < 6 minutes Specific Gravity 1.03 + 0.05 @ 25 C Viscosity 4 1.3 cps pH 8.7 + 0.5 @ 25 C Coverage of Products One Tablet One Pint Liquid One Pound Powder Light Visual 604 gallons 62,500 gallons 600,000 gallons Strong Visual 60 gallons 6,250 gallons 60,700 gallons Caution: These products may cause irritation and/or staining if allowed to come in contact wit the skin. The use of gloves and goggles is recommended when handling this product, as with any other dye or chemical. To our best knowledge the information and recommendations contained herein are accurate and reliable. However, this information and our recommendations are furnished without warranty, representation, inducement, or license of any kind, including, but not limited to the implied warranties and fitness for a particular use or purpose. Customers are encouraged to conduct their own tests and to read the material safety data sheet carefully before using. 1 In deionized water in 100 ml flask. Actual detectability and coverage in the field will vary with specific water conditions. 2 No significant change in fluorescence between 6 and 11 pH. 3 (One tablet, 1 gram of powder), in flowing deionized water in a 10 gallon tank. 4 Measured on a Brookfield viscometer, Model LV, UL adapter, 60 rpm @ 25 C. WATER TRACING DYE FWT RED PRODUCTS