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HomeMy WebLinkAbout8401_CityofAlbemarleMSWLF_LeachateAssmtResp_DIN28453_20170819 September 19, 2017 Sent Via Email – nunderwood@ci.albemarle.nc.us Ms. Nina Underwood City of Albemarle 40592B Stony Gap Road Albemarle, NC 28001 Re: Response and Cleanup Report – Leachate Spill City of Albemarle Landfill Solid Waste Permit Number 8401-MSWLF-1999 DIN 28453 Dear Ms. Underwood: The Solid Waste Section (Section) has completed a review of the Response and Cleanup Report – Leachate Spill (DIN 28452) submitted on behalf of The City of Albemarle by Shield Engineering, Inc. (Shield) for the City of Albemarle Landfill, Solid Waste Permit Number 8401. The report was submitted in response to a release that occurred while leachate was being pumped from the leachate collection pond to a tanker truck. The City of Albemarle’s leachate collection system drains leachate from the landfill cells into a leachate collection pond. Leachate from the pond is pumped into a tanker truck and later discharged into the City of Albemarle’s sewer system. While leachate was being pumped into the tanker truck on July 31, 2017, a timer malfunction occurred causing leachate to continue being pumped after the tanker truck reached capacity. As a result, an estimated 1,200 gallons of leachate was released in the immediate vicinity of the leachate lagoon and well pump station. Shield identified areas impacted by the release to be a 124-foot section of the access road, a reinforced concrete pipe (RCP) inlet area on the western side of the access road, and the RCP outlet area on the eastern side of the access road. Shield subsequently excavated approximately two to four inches of soil from the access road, but confirmatory soil samples could not be collected due to the access road’s compaction and hardness. However, Shield did not observe any moist or leachate impacted soils after the road excavation was completed. Approximately one foot of soil was excavated from the RCP inlet area and six inches of soil was excavated from the RCP outlet area. One post excavation soil sample collected in RCP inlet area and 10 samples from the RCP outlet area were analyzed for volatile organic compounds by EPA Method 8260/5030A. Styrene was the only constituent reported above laboratory reporting limits at a concentration of 0.009mg/kg in sample SB-1 from the RCP outlet area. The reported concentration is less than the Inactive Hazardous Sites Branch Preliminary Residential Soil Remediation Goal (PSRG) of 870 mg/kg and the Protection of Groundwater PSRG of 0.92 mg/kg. Based on the results of the assessment presented in the report, the Section will not require additional assessment and/or remedial activities related to the July 2017 leachate release. If you have any questions or concerns regarding this letter, please feel free to contact me by email at ervin.lane@ncdenr.gov or by phone at 919.707.8288. Thank you for your continued cooperation with this matter. Sincerely, Ervin Lane Compliance Hydrogeologist Solid Waste Section, Division of Waste Management NCDEQ cc sent via email: David Wallace, P.E., Shield Engineering, Inc. Jason Watkins, Field Operations Branch Head Deb Aja, Western District Supervisor Teresa Bradford, Environmental Senior Specialist Ed Mussler, P.E., Permitting Branch Head Perry Sugg, P.G., Permitting Hydrogeologist Ming Chao, P.E., Permitting Engineer