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HomeMy WebLinkAboutNC0004308_More Information (Received - treatment pilot study)_202408058/2/24, 7:17 AM Mail - Dowden, Doug - Outlook [External] RE: NC0004308_Alcoa_Pilot Study Mibroda, Jason <Jason.Mibroda@alcoa.com> Thu 8/1/20244:40 PM To:Dowden, Doug <doug.dowden@deq.nc.gov> CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Doug, The last update was provided at the end of May. We are now at a point where sufficient information has been collected to provide a meaningful update. We will work to submit an update letter later this month, sticking to quarterly progress reporting unless another frequency is desired. In general, BBP continues to see favorable compliance results associated with the low Outfall 005 discharge rates observed during the summer months. Modifications have been made to the system to increase efficiency and reliability. Details of the modifications will be included in the update letter. Give me a call if there are any specific questions I can answer for you prior to receiving the letter. Jason Mibroda, PE Alcoa Corporation I Remediation Manager +412-315-2783 (0) +412-576-5327 (M) From: Dowden, Doug <doug.dowden@deq.nc.gov> Sent: Thursday, August 1, 2024 9:57 AM To: Mibroda, Jason <Jason.Mibroda @alcoa.com> Subject: EXT: NC0004308_Alcoa_Pilot Study CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Good Morning Jason, Thought that I would touch base with you and inquire into the status of the Pilot Treatability Study and potential results? Please let me know where we are at, next steps and estimated timeline for all? Thanks much, Sincerely, Douglas Dowden Environmental Program Supervisor II Division of Water Resources / Permitting Department of Environmental Quality Office: Archdale Building, 9th Floor (925Q) 512 North Salisbury Street, Raleigh, NC 27604 Mailing Address: 1617 Mail Service Center, Raleigh, NC 27699-1617 https://outlook.office365.com/mail/id/AAQkADdjZjgOZmJkLWMzZWItNGVmNS05OGlyLTg4ODAxNDAzYjlyMQAQABuv%2FBw6xJlGvkQan5EAWpo%... 1 /2 8/2/24, 7:17 AM Mail - Dowden, Doug - Outlook Office: 919-707-3605 doug.dowden@deq.nc.gov (formerly doug.dowden@ncdenr.gov) C! D:d� ki;; �- W/ fyi`}RTFI CARLINA Department of Environmental Quality Email correspondence to and from this address is subject to the forth Carolina Public }records Law and may be disclosed to third parties. Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official. https://outlook.office365.com/mail/id/AAQkADdjZjgOZmJkLW MzZWItNGVmNS05OGlyLTg4ODAxN DAzYj lyMQAQABuv%2FBw6xJlGvkQan5EAWpo%... 2/2 Badin Business Park LLC 201 Isabella Street Suite 500 Pittsburgh, PA 15212-5858 USA Tel: 1 412 315 2900 May 24, 2024 Bob Sledge Environmental Specialist II Division of Water Resources, Water Quality Permitting Section — NPDES 1611 Mail Service Center Raleigh, NC 27699-1611 Submitted via email: bob.sledge@deq.nc.gov RE: Response to Request for Additional Information - Treatment Pilot Study Badin Business Park, LLC Dear Mr. Sledge: Badin Business Park, LLC provides this update as requested by the May 8, 2024, North Carolina Department of Environmental Quality (DEQ), Water Quality Permitting Section email regarding the treatment pilot study for the reduction of fluoride concentrations at Badin Business Park Outfall 005. Each specific request for information is listed with a response to follow. Request 1— Include a description of the treatment system installed, including its location(s) within the conveyance. Response 1: Since September 2023, the use of activated alumina has been tested to passively treat water discharged at Outfall 005. The use of activated alumina was introduced in a virtual meeting with DEQ in early 2023 and subsequent correspondences dated August 31, 2023, and September 12, 2023. The assessment commenced on September 6, 2023, with the placement of 12 woven, monofilament filtration geotextile bags containing approximately 50-60 pounds of activated alumina each. The bags were placed directly in the storm sewer, in areas with storm water of known elevated fluoride concentrations and secured with ropes tethered to the surface. More specifically, 4 bags were placed in storm sewer utility access number 2.200, 3 bags in access number 2.210, and 5 bags in access number 2.310. Each of these locations are illustrated on Figure 1, attached. Flows in the sewer were observed to be very low or non-existent as a result of the dry conditions experienced in Badin during the months following installation. In attempt to improve system performance during the dry conditions all bags were relocated to access 2.310 on November 6th to create a dam like feature; thereby, increasing the potential surface area interface and media contact time. The initial stage of the pilot program was simplistic in design and application and utilized to promptly employ a known and proven treatment process (i.e., use of activated alumina) while a more complex system was designed and constructed. In April 2024, an ex -situ treatment approach was installed where the fluoride -bearing water is pumped from the storm sewer to the surface and processed through a media adsorption bed. This method supports a more direct Mr. Bob Sledge May 24, 2024 Page 2 assessment of performance as well as improved potential for fluoride reduction through increased contact. The ex -situ system presently extracts stormwater from storm sewer utility access number 2.200 via a solar -powered, surface -mounted pump with an operating range between 3 and 18 gallons per minute (gpm). Water is being pumped directly from the storm sewer while awaiting the construction of two pumping sumps within the storm sewer near access 2.100. A delay in the sump construction was due to qualified contractor scheduling constraints. The extracted water is processed through a baffled four -chamber filter box, approximately 4 ft wide x 8 ft long x 3.5 ft deep. Each chamber is loaded with approximately 2 ft of activated alumina. The system effluent is discharged to sewer access number 2.100. A few structural and operational modifications were completed following initial installation to avoid short circuiting of the baffles and treatment media. The ex -situ system began operating on April 30, 2024, at a flow rate of approximately 5 gpm. DEQ Comment 2 — A list of results to date from the analytical testinz performed for the treatment pilot study. Response 2: A summary of the analytical testing results performed for the treatment pilot study are presented to follow in Table Response 2. In general, no discernable trend has developed from the information gathered to assess the performance of the in -situ pilot treatment. Multiple changes in the sample locations identified in the Table were employed as a result of the dry conditions observed in the storm sewer during the monitoring period. Some of these locations are upstream of plugs installed in 2018 as part of the shallow storm sewer modifications which further complicated performance assessment. Two sets of samples have been collected following the initiation of the ex -situ system with the first preliminary results received coinciding with the writing of this letter. Although it is premature to formulate conclusions, the preliminary data shows a reduction in the fluoride concentration across the treatment system with an Outfall 005 fluoride concentration of 1.4 mg/L (May 2nd grab sample). Samples will continue to be collected to assess the ex -situ system performance approximately every other week. Presently the system is only being monitored for fluoride and pH. Modifications to the monitoring plans may be employed. Table Response 2 — In -Situ Monitoring Results Upstream Downstream Date Access pH Fluoride (mg/L) Access pH Fluoride (mg/L) Access pH Fluoride (mg/L) 9/13/2023 2.330 3.1 2.000 3.7 9/22/2023 2.330 2.6 2.000 3.5 9/27/2023 2.330 2.6 2.000 3.3 Mr. Bob Sledge May 24, 2024 Page 3 Upstream Downstream Date Access pH Fluoride (mg/L) Access pH Fluoride (mg/L) Access pH Fluoride (mg/L) 10/4/2023 2.330 2.9 2.200 3.4 10/11/2023 2.330 3.0 2.200 3.4 10/25/2023 2.330 4.7 2.200 3.1 11/8/2023 2.330 2.7 2.200 2.6 11/22/2023 2.330 2.8 2.100 2.8 12/6/2023 2.330 1.8 2.000 2.5 12/19/2023 2.330 2.3 2.100 2.6 1/3/2024 2.330 7.14 2.4 2.100 7.24 2.6 1/17/2024 2.330 6.81 2.3 2.100 7.1 2.5 2/1/2024 2.330 6.65 2.2 2.100 6.98 2.8 2/8/2024 2.100 7.04 2.5 2.05 6.87 1.9 2/14/2024 2.330 6.57 2.3 2.100 6.86 3.4 2/28/2024 2.330 7.34 2.6 2.100 7.59 2.6 2.05 7.09 2.1 3/13/2024 2.330 6.93 2.7 2.100 7.21 2.9 2.05 7.08 2.4 3/26/2024 2.330 6.96 2.8 2.100 7.17 2.6 2.05 7.08 2.2 4/2/2024 2.330 6.87 2.5 2.100 7.24 <1 2.05 7.06 2.2 4/17/2024 2.330 6.92 2.3 2.000 7.05 2.9 2.05 6.92 2.0 5/2/2024 2.330 7.50 2.5 2.000 7.44 <1.0 2.05 6.85 1.6 DEO Comment 3 - A preliminary evaluation of the effectiveness of the treatment system and its prospects for achieving consistent compliance with permit limits for fluoride at Outfall 005. Response 3: The in -situ treatment has been in place since September 2023 with modifications conducted in November. No discernable trend has developed from the information gathered to assess the performance of the in -situ pilot treatment. However, since November 2023, the NPDES Outfall 005 has met the monthly average permit limit of 1.8 mg/L. Insufficient information has been obtained to date to formulate an educated opinion on the effectiveness of the ex -situ treatment system followings its initiation on April 30, 2024. DEO Comment 4 - A statement regarding current plans and next steps proposed to ensure compliance with permit limits at Outfall 005, including a timeline for their implementation. Response 4: The site has been compliant with NPDES Outfall 005 permit limits since November 2023. Operation of the pilot treatment system is planned to continue throughout 2024. At present the in -situ treatment system remains in place but may be removed upon further assessment of the ex -situ treatment effectiveness. Operation of the ex -situ system will continue to be monitored to assess both short and long-term viability. Installation of the collection sumps are scheduled for June and a redundant system is being considered taking into account design modifications Mr. Bob Sledge May 24, 2024 Page 4 identified from the initiation of the existing system. Ultimately, the pilot treatment assessment on the Outfall 005 storm sewers will be used to inform a final remedy proposal. If you have any questions or need additional information, please do not hesitate to contact me at Robyn. Grosskalcoa. com or 412.315.2780. Sincerely, Robyn L. Gross Global Director, Alcoa Transformation Badin Business Park LLC cc: Julie Grzyb, NCDEQ John Hennessy, NCDEQ Andrew Moore, NCDEQ Brandy Costner, NCDEQ Roberto Scheller, NCDEQ Wes Bell, NCDEQ Jason Mibroda, Alcoa Corporation Mr. Bob Sledge May 24, 2024 Page 5 i■ �m ■ ACCESS -100 ACC c55�2.2I1C ,1CCEcS'L2'0 " ACCESS 2-050 _ . ACCESS 2.310 ACCESS 2.33 i OUFFALLfl051-41 4 r. SEEL i r{ 1 S Im LEGEND OUTFALL D05 STORM GRAINS EHS &wort Y 71 8ADIN BUSINESS PARK 3ADK I-0CRIH Q-J1Ct FIA oettr CCU OUTFALL 005 STORM DRAINS Badin Business Park LLC 201 Isabella Street Suite 500 Pittsburgh, PA 15212-5858 USA Tel: 1 412 315 2900 August 31, 2023 Michael Montebello Division of Water Resources Water Quality Permitting Section - NPDES 1617 Mail Service Center Raleigh, NC 27699-1617 Re: Notice of Intent to Commence Pilot Treatment Assessment Badin Business Park LLC, Badin, NC NPDES Permit No. NC0004308 Dear Mr. Montebello, Badin Business Park LLC (BBP) is in receipt of the Division of Water Resources (DWR) NPDES permitting section's June 14, 2023, letter (Letter) regarding the recent Treatability Presentation. In accordance with the Letter, BBP is providing this notice of intent to begin field testing the use of activated alumina to treat water discharged at Outfall 005. Further, BBP interprets the Letter that DWR considers the proposed field pilot testing to be acceptable activity under BBP's current permit (NC0004308) and does not require a permit modification. The field testing will begin immediately as the activated alumina is onsite, and support materials are readily available for purchase. BBP intends to pilot the use of activated alumina as discussed in the December 16, 2022, Focused Treatability Study Work Plan (Work Plan) with a revised approach. In lieu of pumping fluoride -bearing water into a treatment system, the activated alumina will be installed in the Outfall 005 storm sewer for direct contact with the effluent. This will provide an initial assessment of treatment performance. Modifications may be proposed and communicated to DWR following the initial assessment. This field trial is being conducted as a presumptive treatment remedy while the Treatability Study, as presented in the Work Plan, progresses. Presently, vendors are evaluating site specific water quality information in review of various treatment technologies; completion of the Treatability Study is expected later in 2023. Activated alumina, a form of aluminum oxide, was selected for the pilot based on experience with its use for the treatment of process water and stormwater at active aluminum smelting Notice of Intent — Badin Business Park August 31, 2023 Page 2 sites. Further, it is commonly used in municipal and industrial water filtration applications and is very stable; it will bond with other substances without changing its own chemistry or form. Should you have questions, please contact me at 412.389.1768 or Robyn. Gros s(c�r�,alcoa.com. Sincerely, Robyn L. Gross Director, Asset Management Americas Badin Business Park LLC ec: Jason Mibroda, Alcoa Corporation Amir Adaryani, PhD, NCDEQ Doug Dowden, NCDEQ John Hennessey, NCDEQ Julie Grzyb, NCDEQ Richard Rogers, NCDEQ Anna Gurney, NCDEQ Andrew Pitner, NCDEQ