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HomeMy WebLinkAboutDSHW-2016-012910 - 0901a06880669235Orbital ATK/j Div of WaswWanagemam and Radiation Control September 15, 2016 8200-CY16-080 SEP \ 5 2016 Mr. Scott T. Anderson, Director Utah Department of Environmental Quality Division of Waste Management and Radiation Control 195North 1950 West PSHW' 2016'0 1 2. ^ I 0P.O. Box 144880 * 1 Salt Lake City, Utah 84114-4880 yRe: ATK Launch Systems, Inc., EPA ID #UTD009081357, Semi-Annual RFI Progress Report for March 2016 to September 2016. Dear Mr. Anderson: Attached is the ATK Launch Systems, Inc. Promontory Facility Semi-Annual RFI Progress Report for March 2016 to September 2016. If you have questions regarding this report, please contact Paul Hancock at (435) 863- 3344 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. Sincerely, --------George Gooch Manager, Environmental Services ATK Launch Systems cc: Walter L. Baker, Division Director, Utah Division of Water Quality Orbital ATK, Inc.P.O. Box 707, Brigham City, UT 84302 • 435-863-3511 SEMI-ANNUAL RFI PROGRESS REPORT March 1, 2016 - September 1, 2016 ATK Launch Systems Promontory Facility 1. Description Of Work Completed SWMU Assessment Report Schedule As required by the Promontory Post-Closure Permit, ATK Launch Systems, Inc. (ATK) provided a schedule for submitting SWMU assessment reports or RFI work plans for the SWMUs listed in Attachment 6 of the permit in to the Utah Division of Solid and Hazardous Waste (USDHW) in November 2007. ATK has also informally provided a draft revised schedule to meet the 2020 EPA goal for SWMU closures for the USDHW review. After the UDSHW (now the Utah Division of Waste Management and Radiation Control or the UDWMRC) has approved the schedule, ATK will proceed with the assessment of the remaining SWMUs. SWMU Investigations and Closures this Reporting Period In an August 18, 2016 letter the UDWMRC closed with no further action 33 SWMUs. These SWMUs are associated with dust and grit blast collectors and hazardous waste accumulation sites or docks which are 90 day and satellite locations that are generically called waste docks. Jeff Vandel with the UDWMRC has inspected each of these sites for any signs of releases. These inspections were conducted on April 13th, and May 16th. Photographs, descriptions and other historical information were provided in reports from ATK to the UDWMRC. Based on this investigation, a finding of no further action was determined for these dust collector and waste dock SWMUs. On July 12, 2016, Jeff Vandel conducted inspections of 24 SWMUs. Most of these had been previously investigated as historic surface water discharges from various buildings at the facility and were part of the October 2000 RFI report submittal to the Division. A report of this inspection was submitted to the Division on July 26, 2016. In discussions with the Division it was determined that SWMU 553 required additional investigation to more fully characterize the site. This SWMU is related to a former photographic X-ray development process at building M-19A that historically discharged photographic fixer waste water to a storm drainage channel. ATK proposed an investigation plan that was approved by the Division in an August 12, 2016 letter. Plans are to conduct this additional investigation during the month of September 2016. The Division will be notified of the dates. Through approval from the UDWMRC, soil was removed from SWMU #649 - Strand Burner Exhaust Discharge drywell at building M-585. Testing has demonstrated that the soil is nonhazardous; however this site has Chromium (VI) values higher than the current EPA residential Regional Screening Level (RSL) of 0.29 ppm. Due to the close proximity to the M-585 building footings, it is not advisable to attempt soils removal using a standard back- hoe. Since the contaminated soil is in a 12 inch diameter pipe, in 2015 a digging bar was used to loosen the soil, and a high powered vacuum used to remove it. This approach worked well at removing over 40 pounds of soil and rock. Post testing of soil in the excavation indicated that chromium (VI) levels were still higher than RSL residential standards. ATK performed additional soil removal using the same technique. A thick white clay layer was encountered as the soil removal continued. It is believed that this clay would limit Cr (VI) migration. A sample of the clay was collected, however, the results were surprisingly still over the RSL limit. Plans were to conduct more soil removal during 2016 with additional analysis. Due to the inherent difficulty in removing significant amounts of soil though the small opening around the cement footing, a method to potentially treat the Cr(VI) in situ was researched. Calcium Polysulfide (CPS) liquid has been found to be effective in reducing agent in several published studies with soil to convert Cr (VI) into Cr (III). The CPS is not regulated by EPA and has a minor health concern related to possible skin and eye irritation. The CPS creates a reducing environment regardless of the substrate pH, and is stable for long periods of time. Information shows it would require low concentrations to quickly reduce the Cr (VI) in the M-585 soil. ATK is in the process of doing some bench tests of the CPS using the M-585 soil. If these tests demonstrate the CPS is effective, we will propose to the Division that it be used as an in situ treatment of the Cr (VI) in place of excavation that can be potentially damaging the building. These bench test results will be discussed in the next progress report. Plant 3 Well 3A Treatment Summary Reports The treatment system at the Promontory Plant 3 well 3A has been monitored quarterly according to the UDWMRC approved plan. The plan includes a request that a summary of the previous year to date monitoring data be included in the September Semi-Annual report. This summary is found in Table 1. The treatment system removes TCE to below the 5p/L health based limit with a carbon replacement interval of every 6 + months. A slight breakthrough was noted in the December 2015 sample and the carbon was replaced. Interestingly, the septic tank samples from the same December sample showed TCE was below detection limits. Water usage at Plant 3 has diminished with lower production. Therefore, ATK is finding that TCE removal extends significantly beyond the initial 6 month carbon replacement interval. In addition, perchlorate removal in the two septic tanks, M-201 and M-205, continues to be effective, however two samples showed perchlorate detections in M-201 or M-205 that appear to be independent of the of each other. These samples are collected from the septic tanks where treatment is taking place and in the subsequent sample from M-201 it showed that it was treated in the process to less than the detection limit. This demonstrates the perchlorate removal and reducing capacity of the tanks at higher levels. The unusual detect in M-205 is being resampled to confirm treatment. Both of these locations are only connected to hand washing sinks and a toilet, additionally M-201 has a shower and a washing machine. While the source of the higher perchlorate levels remains unknown it is likely related to some minor residue on personnel. The P-10 well associated with the M-585 SWMUs continues to remain dry after the initial drilling and sampling in 2012, indicating that the perched aquifer is not readily recharged. 2. Summaries of All Findings The summaries of the corrective action work conducted on SWMUs during this reporting period are found in section 1 above. 3. Summaries of All Problems or Potential Problems Encountered During the Reporting Period There were no significant problems encountered during the reporting period. 4. Actions Taken to Rectify Problems No problems were identified. 5. Projected Work for the Next Reporting Period Monitoring the P-10 well and the Plant 3 Well 3A treatment system will be ongoing through the next reporting period. ATK will continue to work on SWMU #649 M-585 dry well soils with the Cr (VI) concentrations over the current PRG values. Additional sampling work on SWMU #553 at building M-19A will be conducted. There will be continuing work with UDWMRC in investigating closing other SWMUs currently under review. Table 1 Plant 3 Well 3A Quarterly Treatment Summary Sept 2015 - June 2016 For Perchlorate (CIO4.) and Trichloroethylene (TCE) Well 3A Carbon and Septic Tank Treatment Sampling Data (ug/L) Date Influent Carbon Effluent Septic Tanks (M-201 and M-205) Flow (gal) Totalizer reading 9/29/15 25.5 TCE 85 C104. 4.5 TCE 83 C104. M-205 U CIO4- M-201 327 CIO4- 35,811,500 12/16/15 NS 7 TCE 75 C104. U CIO4- U TCE 37,000,200 3/31/16 28.1 TCE 71 C104. U TCE U CIO4- U CIO4-38,209,000 6/29/15 NS U TCE 101 C104. M-201 U CIO4- M-205 16.4 CIO4- 38,209,000 * U = < 4 ppb detection limit NS= Not Sampled *Totalizer being repaired