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HomeMy WebLinkAboutWQ0032618_Inspection form_20220525Compliance Inspection Report Permit: WO0032618 Effective: 02/16/22 Expiration: 06/30/28 Owner : Ajinomoto Health & Nutrition North America Inc SOC: Effective: Expiration: Facility: Ajinomoto Health & Nutrition North America Cla County: Wake 4020 Ajinomoto Dr Region: Raleigh Contact Person: Ryan Faw Raleigh NC 276102911 Title: Phone: 919-723-2156 Directions to Facility: Take outer beltline to Poole road. Take Poole west towards knightdale. Ajinomoto drive is second road on the left. System Classifications: Primary ORC: Certification: Phone: Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 05/25/2022 Entry Time 10:OOAM Exit Time: 12:OOPM Primary Inspector: Dorothy M Robson Phone: 919-791-4241 Secondary Inspector(s): Reason for Inspection: Routine Inspection Type: Compliance Evaluation Permit Inspection Type: Distribution of Residual Solids (503 Exempt) Facility Status: Compliant ❑ Not Compliant Question Areas: Miscellaneous Questions Record Keeping Land Application Site (See attachment summary) Page 1 of 5 Permit: WQ0032618 Owner - Facility:Ajinomoto Health & Nutrition North America Inc Inspection Date: 05/25/2022 Inspection Type : Compliance Evaluation Reason for Visit: Routine Inspection Summary: Dear Mr. Steinhauer: On May 25, 2022, Dorothy Robson from the Raleigh Regional Office visited your facility to evaluate compliance with the Nondischarge Permit W00032618. The assistance Ryan Faw, and Marion Wearing provided was greatly appreciated. Division records indicate the facility operates a residual management and distribution program of Class A residuals from a cell cream by-product. A pretreatment system is also managed onsite under the City of Raleigh permit IUP#AJIN. Class A sludge cake is transported by Granville Farms During the inspection, the following was observed: Schedule (Section I of permit): 1. The facility has no scheduling conflicts at the time of the inspection. Performance (Section II): 2. The facility meets its distributed residuals pollutant concentrations for non -hazardous characteristics, metals, and nutrients. However, the review of the on -site documentation of fecal coliform did exceed 1,000 CFU / dry gram of residuals in November 2021. Therefore, the monitoring frequency for pathogen and vector attraction reductions shall be provided at the frequency listed in the table (Attachment A) if residuals from this source are distributed for land application. Please provide additional documentation on the methods /actions you will take or have taken to prevent land application. 3. In addition, the Sodium Absorption Ratio (SAR), sampled on November 29, 2021 indicated a ratio of 23.96%. This exceeds field loading rates acceptable to land apply. The Residual Annual Report dated February 23, 2022 indicated a SAR of <1.0% that was sampled on December 7, 2021. Please provide additional information on the process that reduced the ratio from 23.96% to 0.12%. The Division recommends implementing the recommendations in accordance with Condition 9 (Section 11.9). DocuSign Envelope ID: 56DEE195-5AA5-4F90-9BFF-29CD23BC69D1 PageI2 Operation and Maintenance (O&M) (Section III): 4. The permittee is responsible for the O&M of the residual management program as a non -discharge system. An O&M Plan, Spill control prevention plan and safety measures are readily available. The process and distribution area for cake sludge were clean and satisfy spill prevention measures. Top loading trailers from Granville Farms were observed onsite for the collection of cake sludge. A liquid storage tanker was also observed in the loading area of the liquid cream cell by-product for emergency purposes. Class A product (<100 pounds) was observed bagged and labeled on outside storage shelves in a clean area. The above ground storage tanks (ASTs) of cell cream by-products were observed in concrete berms and the tanker fill area was slightly sloped to a storm drain that connects to a storage lagoon and pumped into the pretreatment system prior to discharge into the City of Raleigh sanitary sewer system. The opposite side of the cell cream by-product loading area consisted of a landscaped grass area with a drainage pipe that leads to a storage lagoon. Although any accidental spills and runoff from the transfer of cell cream by-product would be contained and meets spill prevention measures, the grass landscape area may allow spills to leach through the soils into groundwater. It is recommended to have an engineer reassess the landscape area and put into place a preventative measurE to protect the landscape area. Monitoring and Reporting (Section IV): 5. Residuals are sampled and monitored for compliance in accordance with the permit. Due to the changes in vectors and pathogens, reporting shall be conducted in accordance with the conditions in Attachment A Inspections (Section V): 6. The facility performs maintenance and inspects the facility daily and maintains written and digital Togs. This report is a notification of the results of the compliance inspection. Within 30-days receipt of this letter, submit a written response to this office addressing the issues noted in items 2 and 3 above. Please be aware that non-compliance with your permit could result in enforcement action by the Division of Water Resources for these and any other violations of State law. The Raleigh Regional Office encourages you to take all necessary actions to bring your facility into compliance. Page 2 of 5 Permit: WQ0032618 Owner - Facility:Ajinomoto Health & Nutrition North America Inc Inspection Date: 05/25/2022 Inspection Type : Compliance Evaluation Reason for Visit: Routine If you have questions or comments about this inspection or the requirements to take corrective action, then please contact via email at dorothy.robson@ncdenr.gov or 919-791-4241. Page 3 of 5 Permit: WQ0032618 Owner - Facility:Ajinomoto Health & Nutrition North America Inc Inspection Date: 05/25/2022 Inspection Type : Compliance Evaluation Reason for Visit: Routine Type Distribution and Marketing Land Application Record Keeping Is GW monitoring being conducted, if required? Are GW samples from all MWs sampled for all required parameters? Are there any GW quality violations? Is GW-59A certification form completed for facility? Is a copy of current permit on -site? Are current metals and nutrient analysis available? Are nutrient and metal loading calculating most limiting parameters? a. TCLP analysis? b. SSFA (Standard Soil Fertility Analysis)? Are PAN balances being maintained? Are PAN balances within permit limits? Has land application equipment been calibrated? Are there pH records for alkaline stabilization? Are there pH records for the land application site? Are nutrient/crop removal practices in place? Do lab sheets support data reported on Residual Analysis Summary? Are hauling records available? Are hauling records maintained and up-to-date? # Has permittee been free of public complaints in last 12 months? Has application occurred during Seasonal Restriction window? Comment: No comments Land Application Site Is a copy of the permit on -site during application events? Is the application site in overall good condition? Is the site free of runoff/ponding? If present, is the application equipment in good operating condition? Are buffers being maintained? Are limiting slopes buffered? 10% for surface application 18% for subsurface application Are there access restrictions and/or signs? Yes No NA NE El El Yes No NA NE • ❑ ❑ ❑ ❑ ❑•❑ ❑•❑ ❑ ❑ ❑•❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑•❑ ❑ ❑•❑ ❑ ❑•❑ ❑ ❑•❑ ❑ ❑•❑ ❑ ❑•❑ ❑ ❑•❑ ❑ ❑•❑ ❑ ❑•❑ ❑ ❑•❑ ❑ ❑•❑ ❑ ❑•❑ • ❑ ❑ ❑ ❑•❑ ❑ Yes No NA NE • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ Page 4 of 5 Permit: WQ0032618 Owner - Facility:Ajinomoto Health & Nutrition North America Inc Inspection Date: 05/25/2022 Inspection Type : Compliance Evaluation Reason for Visit: Routine Is the application site free of odors or vectors? Have performance requirements for application method been met? For injection? For incorporation? Does permit require monitoring wells? Have required MWs been installed? Are MWs properly located w/ respect to RB and CB? Are MWs properly constructed (including screened interval)? Is the surrounding area served by public water? If Annual Report indicates overapplication of PAN, are wells nearby that may be impacted? Are soil types consistent w/ Soil Scientist report/evaluation? Is the water table greater than 1'/3' bls. Is application occurring at the time of the inspection? Comment: No comments • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ •❑ ❑ • ❑ ❑ ❑ • ❑ ❑ ❑ ❑ •❑ ❑ ❑ •❑ • ❑ ❑ ❑ ❑ • ❑ ❑ • ❑ ❑ ❑ ❑ ❑ ❑ • ❑ • ❑ ❑ Page 5 of 5