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HomeMy WebLinkAbout2019.12.31_CCO.p16_ChemoursCorrectiveActionPlan-AppendixD TR0795 December 2019 APPENDIX D Southwestern Offsite Seeps Assessment 2501 Blue Ridge Road, Suite 430 Raleigh, NC 27607 PH: 919.870.0576 FAX: 919-870-0578 www.geosyntec.com Offsite Seeps Assessment Memo Memorandum Date: December 31, 2019 To: The Chemours Company FC, LLC From: Geosyntec Consultants of NC, PC Subject: Southwestern Offsite Seeps Assessment INTRODUCTION AND OBJECTIVES Geosyntec Consultants of NC, PC (Geosyntec) has prepared this memorandum for The Chemours Company FC, LLC (Chemours) for the Fayetteville Works facility in Bladen County, North Carolina (the Site). The purpose of this memorandum is to describe the findings of the Southwestern Offsite Seeps Assessment. Groundwater seeps are a common hydrogeological feature in areas of sloping terrain. Onsite four groundwater seeps (Seeps A, B, C and D; Figure 1) were identified in early 2019 (Geosyntec, 2019a). These onsite seeps informed the overall conceptualization of per- and polyfluoroalkyl substances (PFAS) mass transport from the Site to the Cape Fear River. The assessment described in this memorandum was undertaken to identify and sample the groundwater seeps located between the Old Outfall 002 and Georgia Branch Creek to assess Table 3+ PFAS concentrations and Table 3+ PFAS signatures (i.e. aerial vs. process water signatures). METHODS The southwestern offsite seeps were identified by observation from a boat along the west shore of the Cape Fear River from the Old Outfall 002 to Georgia Branch Creek (Appendix A). The shoreline was observed for any surface water runoff, ground water seeps or erosional features indicative of flowing water. A total of ten seeps were identified on the western shore of the Cape Fear River (Figure 1) along with one erosional feature which contained no flow of water. Nine of the ten seep (E to M) were sampled. Chemours obtained verbal agreement for sampling the seeps to the exception of the Lock and Dam Seep; Chemours is presently working towards obtaining a written access agreement to sample the Lock and Dam Seep which is immediately adjacent a boat launch ramp. Once a seep was identified, it was sampled by submerging a 250 mL HDPE sampling bottle to capture the water flowing from the seep, facing into the direction of flow. Two bottles were Offsite Seeps Assessment Memo December 31, 2019 Page 2 Offsite Seeps Assessment Memo collected for each location and were composited together at the laboratory. Seeps E, F, J and L did not have enough flow to enable sampling by placing bottle in the flow of water; the seeps only had drops of water seeping from bank. Instead, these seeps (Seeps E, F, J and L) were sampled by collecting the trickle of water from a freshly cut section of the embankment. For Seep J, one bottle was collected from the seep and another from the wetland area upstream that is believed to feed the ground water of Seep J. While no above ground flow was observed between Seep J and the wetland area there was a continuous area of wetland vegetation connecting the seep and the wetland suggesting a hydrological connection. For Seep E and Seep F water was collected from an upstream pool of water along the seep channel rather than directly at the mouth. The highest flow was observed at Seep K which had clearly visible surface water flowing while low trickling flow was observed at Seeps G, H, I and M (Appendix B). Seep samples were analyzed by the following methods: - EPA Method 537 Mod (includes Hexafluoropropylene oxide dimer acid [HFPO-DA]) at TestAmerica Sacramento; and - Table 3+ Standard Operating Protocol (SOP) at TestAmerica Sacramento Seep PFAS signatures were assessed using hierarchical cluster analysis as described in the Corrective Action Plan (Geosyntec, 2019a). DATA QUALITY Analytical data were reviewed using the Data Verification Module (DVM) within the LocusTM Environmental Information Management (EIM) system, which is a commercial software program used to manage data. Following the DVM process, a manual review of the data was conducted. The DVM and manual review results were combined in a data review narrative report for each set of sample results, which were consistent with Stage 2b of the EPA Guidance for Labeling Externally Validated Laboratory Analytical Data for Superfund Use (EPA-540-R-08-005 2009). The narrative report summarizes which samples were qualified (if any), the specific reasons for the qualification, and any potential bias in reported results. The data usability, in view of the project’s data quality objectives (DQOs), was assessed and the data were entered into the EIM system. The data were evaluated by the DVM against the following data usability checks: • Hold time criteria; • Field and laboratory blank contamination; • Completeness of QA/QC samples; • MS/MSD recoveries and the relative percent differences (RPDs) between these spikes; Offsite Seeps Assessment Memo December 31, 2019 Page 3 Offsite Seeps Assessment Memo •Laboratory control sample/control sample duplicate recoveries and the RPD between these spikes; •Surrogate spike recoveries for organic analyses; and •RPD between field duplicate sample pairs. The analytical results for the offsite seeps are presented in Table 1. Results are presented with all validation flags. The “J” and “UJ” flagged results indicate usable data, which should be considered as quantitatively estimated. The results are not necessarily within the laboratory’s criteria for accuracy and precision of the test method employed, but in the reviewer’s professional judgment are usable. Laboratory reports and data review narratives are provided in Appendix C. One field blank sample was analyzed for Table 3+ and Mod 537 PFAS compounds. All analytes were non- detect indicating there was no cross-contamination in the field blank. RESULTS AND DISCUSSION Total Table 3+ PFAS concentrations at the offsite seeps ranged from 2,600 ng/L at Seep J to 6,800 ng/L at Seep F (Table 1). The highest single compound measured was PMPA at Seep J with a concentration of 2,800 ng/L. The seeps with the highest concentration of total Table 3+ (Seep E and Seep G; 6,200 and 6,800 ng/L respectively) are located on the northern part of the study area, about 500 feet south of Old Outfall 002 (Figure 2). The other seeps have lower total Table 3+ concentration with the lowest (Seep J; 2,600 ng/L) is located in the middle of the study area, half a mile south of Old Outfall 002. The data gathered here shows an overall decreasing trend in total Table 3+ PFAS concentration while moving southward towards Georgia Branch Creek. The sample collected from Georgia Branch Creek in September 2019 (Geosyntec, 2019b) had a total Table 3+ concentration of 2,100 ng/L, similar to the concentrations found at Seep H through M. Compared to the onsite seeps and Old Outfall 002 the offsite seeps have lower concentrations of Total Table 3+ PFAS by one to two orders of magnitude (Figure 2). Similar to Georgia Branch Creek, all of the offsite seeps exhibited an aerial PFAS signature (Figure 3). These results indicate that the PFAS in these offsite seeps likely originated from aerial PFAS deposition. The PFAS then subsequently infiltrated to groundwater and eventually discharged from these seeps to the Cape Fear River. REFERENCES: Geosyntec, 2019a. On and Offsite Assessment. September 30, 2019. Geosyntec, 2019b. Corrective Action Plan. 2019. ***** Offsite Seeps Assessment Memo December 31, 2019 Page 4 Offsite Seeps Assessment Memo Enclosures: -Tables -Figures - Appendix A: Field Logs - Appendix B: Field Photo Logs - Appendix C: Data Review Narratives and Laboratory Reports TR0795 TABLES TABLE 1 Southwestern Offsite Seeps Analytical Results Chemours Fayetteville Works, North Carolina Geosyntec Consultants of NC P.C. Location ID SEEP-E SEEP-F SEEP-G SEEP-H SEEP-I SEEP-J SEEP-K SEEP-L SEEP-M FBLKField Sample ID SEEP-E-0930 SEEP-F-0923 SEEP-G-0911 SEEP-H-0905 SEEP-I-0856 SEEP-J-0843 SEEP-K-0835 SEEP-L-0825 SEEP-M-0818 FIELD-BLANK-1-20191021-1050Sample Date 22-10-19 22-10-19 22-10-19 22-10-19 22-10-19 22-10-19 22-10-19 22-10-19 22-10-19 21-10-19QA/QC ------------------Field BlankSDG320-55576-1 320-55576-1 320-55576-1 320-55576-1 320-55576-1 320-55576-1 320-55576-1 320-55576-1 320-55576-1 320-55576-1Lab Sample ID 320-55576-1 320-55576-2 320-55576-3 320-55576-4 320-55576-5 320-55576-6 320-55576-7 320-55576-8 320-55576-9 320-55576-10 Table 3+ Lab SOP (ng/L) HFPO-DA 1,200 1,100 700 550 570 580 640 520 570 <4 PFMOAA 480 J 900 190 140 130 180 J 160 130 100 <5 PFO2HxA 800 810 470 350 300 350 J 320 220 190 <2 PFO3OA 170 130 57 28 17 120 J 41 18 15 <2 PFO4DA 83 7.3 9 <2 <2 58 11 2.7 <2 <2 PFO5DA 46 <2 <2 <2 <2 20 J 4.8 <2 <2 <2 PMPA 2,300 2,800 1,500 1,200 1,200 810 J 1,300 1,200 1,300 <10 PEPA 710 870 490 360 390 260 400 350 410 <20 PFESA-BP1 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 PFESA-BP2 90 9.6 22 16 12 37 70 44 28 <2 Byproduct 4 220 J 92 79 J 39 J 53 J 110 J 130 J 120 J 78 J <2 Byproduct 5 2.1 J <2.9 <2 <2 <2 <2 <2 <2 <2 <2 Byproduct 6 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 NVHOS 15 12 5.4 4.3 4.4 8.1 J 5.2 5.9 5.6 <2 EVE Acid <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Hydro-EVE Acid 7.7 2 <2 <2 <2 2.7 3.5 <2 <2 <2 R-EVE 76 60 39 21 J 23 J 16 46 J 44 J 26 J <2 PES <2 <2.3 <2 <2 <2 <2 <2 <2 <2 <2 PFECA B <2 <3 <2 <2 <2 <2 <2 <2 <2 <2 PFECA-G <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Other PFAS (ng/L) 10:2 Fluorotelomer sulfonate <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 11Cl-PF3OUdS <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 1H,1H,2H,2H-perfluorodecanesulfonate (8:2 FTS)<20 <20 <20 <20 <20 <20 <20 <20 <20 <20 1H,1H,2H,2H-perfluorohexanesulfonate (4:2 FTS)<20 <20 <20 <20 <20 <35 <20 <20 <20 <20 2-(N-ethyl perfluoro-1-octanesulfonamido)-ethanol <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 2-(N-methyl perfluoro-1-octanesulfonamido)-ethanol <4 <4 <4 <4 <4 <4 <4 <4 <4 <4 6:2 Fluorotelomer sulfonate <20 86 <20 <20 <20 <20 <20 <20 <20 <20 9Cl-PF3ONS <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 ADONA <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 NaDONA <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 <2.1 N-ethyl perfluorooctane sulfonamidoacetic acid <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 N-ethylperfluoro-1-octanesulfonamide <2 <2 <2 <2 UJ <2 UJ <2 <2 <2 <2 <2 N-methyl perfluoro-1-octanesulfonamide <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 N-methyl perfluorooctane sulfonamidoacetic acid <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 Perfluorobutane Sulfonic Acid <2 <2 <2 <2 <2 2.2 <2 <2 <2 <2 Perfluorobutanoic Acid 18 15 13 11 11 8.8 9.9 9.7 7.5 <2 Perfluorodecane Sulfonic Acid <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Perfluorodecanoic Acid 8.3 <2 <2 <2 <2 4.1 <2 <2 <2 <2 Perfluorododecane Sulfonic Acid (PFDoS)<2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Perfluorododecanoic Acid <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Perfluoroheptane Sulfonic Acid (PFHpS)<2 <2 <2 <2 <2 2.7 <2 <2 <2 <2 Perfluoroheptanoic Acid 5.5 <2 <2 <2 <2 13 <2 <2 <2 <2 Perfluorohexadecanoic Acid (PFHxDA)<2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Perfluorohexane Sulfonic Acid 4.3 <2 <2 <2 <2 8.2 <2 <2 <2 <2 Perfluorohexanoic Acid 5.4 4.5 3.4 2.7 2.8 8.4 3.8 2.4 2.3 <2 Perfluorononane Sulfonic Acid <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Perfluorononanoic Acid 6 <2 <2 <2 <2 20 <2 <2 <2 <2 Perfluorooctadecanoic Acid <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Perfluorooctane Sulfonamide <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Perfluoropentane Sulfonic Acid (PFPeS)<2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Perfluoropentanoic Acid 20 18 15 13 11 12 12 9.4 8.1 <2 Perfluorotetradecanoic Acid <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Perfluorotridecanoic Acid <2.3 <2.6 <2 <2 <2 <2 <2 <2 <2 <2 Perfluoroundecanoic Acid 4.9 <2.2 <2 <2 <2 <2 <2 <2 <2 <2 Perfluorooctanoic Acid (PFOA)15 <2 <2 <2 <2 55 3.7 <2 <2 <2Perfluorooctanoic Sulfonic Acid (PFOS)160 <2 <2 <2 4.4 270 7.6 4.1 2.7 <2 Notes: Bold - Analyte detected above associated reporting limitB - analyte detected in an associated blankJ - Analyte detected. Reported value may not be accurate or preciseng/L - nanograms per liter QA/QC - Quality assurance/ quality control SDG - Sample Delivery Group SOP - standard operating procedure UJ – Analyte not detected. Reporting limit may not be accurate or precise. < - Analyte not detected above associated reporting limit. TR0795 December 2019Page 1 of 1 TR0795 FIGURES !( !( !( !( !( !( !( !( !(!( !(!(!(!( !(!(!( !( !( !( !( !( !(Cape Fear RiverSeep E Seep F Seep G Seep H Seep I Seep K Seep L Seep M Seep J Lock-Dam Seep GBC-1 OLDOF-1 SEEP-A-1 SEEP-A-3 SEEP-A-4 SEEP-A-TR1 SEEP-B-1 SEEP-B-2 SEEP-B-TR1 SEEP-B-TR2 SEEP-C-1 SEEP-D-1 WC-1 Old Outfall 00 2 Willis Creek Georgi a B r a n c h C r e e k Figure 1Raleigh ³Path: P:\PRJ\Projects\TR0795\Database and GIS\GIS\Corrective Action Plan\TR0795_Offsite_Seep_Locations.mxd Last Revised: 12/13/2019 Author: TIpDecember 2019 Projection: NAD 1983 StatePlane North Carolina FIPS 3200 Feet; Units in Foot US 1,000 0 1,000500 FeetLegend !(Location of Offsite SeepMouth at Cape Fear River !(Onsite Seep Location !(Tributary and Old OutfallLocation Observed Seep Nearby Tributary Site Boundary Shoreline Surveyed forOffsite Seeps Notes:1. Seep E to M samples were collected where the seeps enteredthe Cape Fear River. Their locations on this figure have beenslightly adjusted to facilitate interpretation so that they do notappear to be in the Cape Fear River.2. The outline of Cape Fear River is approximate and is based onopen data from ArcGIS Online and North Carolina Department ofEnvironmental Quality Online GIS (MajorHydro shapefile).3. Basemap Source: Esri, DigitalGlobe, GeoEye, EarthstarGeographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN,and the GIS User Community Chemours Fayetteville Works, North Carolina Onsite Seep, Offsite Seep, and Tributary Sample Locations !( !( !( !( !( !( !( !( !(!( !(!(!(!( !(!(!( !( !( !( !( !( !(Cape Fear RiverSeep E6,200 Seep F 6,800 Seep G3,600 Seep H2,700 Seep I2,700 Seep J2,600 Seep K3,100 Seep L2,700 Seep M2,700 Lock-Dam Seep NS(Note 6) GBC-1 2,100 OLDOF-1 120,000 SEEP-A-1340,000 SEEP-A-3360,000 SEEP-A-4170,000 SEEP-A-TR1 120,000 SEEP-B-1380,000 SEEP-B-2 430,000 SEEP-B-TR1130,000 SEEP-B-TR2290,000 SEEP-C-1 350,000 SEEP-D-1170,000 WC-12,600 Old Outfall 00 2 Willis Creek Georgi a B r a n c h C r e e k Onsite Seep, Offsite Seep, and Tributary Total Table 3+ Results Chemours Fayetteville Works, North Carolina Figure 2Raleigh ³Path: P:\PRJ\Projects\TR0795\Database and GIS\GIS\Corrective Action Plan\TR0795_Offsite_Seep_TotalTable3.mxd Last Revised: 12/13/2019 Author: TIpDecember 2019 Projection: NAD 1983 StatePlane North Carolina FIPS 3200 Feet; Units in Foot US Legend !(Location of Offsite SeepMouth at Cape FearRiver !(Onsite Seep Location !(Tributary and OldOutfall Location Observed Seep Nearby Tributary Site Boundary Notes:NS = not sampled1. All results are in ng/L (nanograms per liter).2. Offsite seep samples were collected on Oct 22, 2019. All other samples were collected onSept. 17, 2019.3. HFPO-DA (hexafluoropropylene oxide dimer acid) is included in the total Table 3+ result,including HFPO-DA results evaluated by EPA Method 537 Mod.4. Non-detect values were not included in the sum of total Table 3+ results.5. Total Table 3+ results include J-qualified data.6. Chemours is arranging for offsite access to sample this location due to the need to be nearthe active boat ramp to collect the sample.7. Seep E to M samples were collected where the seeps entered the Cape Fear River. Theirlocations on this figure have been slightly adjusted to facilitate interpretation so that they do notappear to be in the Cape Fear River.8. The outline of Cape Fear River is approximate and is based on open data from ArcGISOnline and North Carolina Department of Environmental Quality Online GIS (MajorHydroshapefile).9. Basemap Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AeroGRID, IGN, and the GIS User Community 1,000 0 1,000500 Feet Seep A Seep B Seep C Seep D Old Outfall 002 CapeFearRiverW i l l i s C reek GeorgiaBranchCreek WC-2 Seep E Seep H Seep G Seep L WC-4 Seep K WC-3 GBC-6 Seep F Seep J GBC-1 Seep I Seep MGBC-5 GBC-2GBC-3 CFR-MILE-76 GBC-7 CFR-04 CFR-07 WC-1 PFAS signatures in the vicinity of the Site Chemours Fayetteville Works, North Carolina Figure 3Raleigh ³Path: P:\PRJ\Projects\TR0795\Database and GIS\GIS\Corrective Action Plan\TR0795_PFAS_Signatures.mxd Last Revised: 12/13/2019 Author: TIpDecember 2019 Projection: NAD 1983 StatePlane North Carolina FIPS 3200 Feet; Units in Foot US 1,000 0 1,000500 FeetLegend Signature Aerial - Mixture of PFAS Aerial - Predominant PMPAor HFPO-DA Combined Process Water -Predominant PFMOAA Observed Seep Nearby Tributary Site Boundary Notes:ng/L - nanograms per liter 1. The size of the symbol denotes the relative magnitude of Total Table 3+ concentrations and the color of the symbol denotes the proposed PFAS signature.2. Total Table 3+ concentrations were calculated using the 11 PFAS compounds listed in Attachment C of the Consent Order.3. Non-detect values were not included in the sum of total Table 3+ results.4. Total Table 3+ results include J-qualified data.5. Seep E to M samples were collected where the seeps entered the Cape Fear River. Their locations on this figure have been slightly adjusted to facilitate interpretation so that they do not appear to be in the river.6. Basemap source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community. 10 1,000 100 Reference Scale (Note 1) (Total Table 3+, ng/L) 10,000 100,000 1,000,000 TR0795 APPENDIX A Field Logs TR0795 APPENDIX B Field Photo Log GEOSYNTEC CONSULTANTS Photographic Record Client: Chemours Project Number: TR0795 Site Name: Fayetteville Works Site Location: Fayetteville, NC Photograph 1 Date: 10/22/2019 Comments: Facing West; Collector coordinates: 34.814662, -78.821366; Sample not collected; Site identified as Georgia Creek Photograph 2 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.816773, -78.820992; Sample ID: “Seep M” GEOSYNTEC CONSULTANTS Photographic Record Client: Chemours Project Number: TR0795 Site Name: Fayetteville Works Site Location: Fayetteville, NC Photograph 3 Date: 10/22/2019 Comments: View Southwest; Collector coordinates:34.817228, - 78.820863; Sample ID: “Seep L” Photograph 4 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.819482, -78.820947; No sample collected because seep was dry. Possibly caused by erosion but maybe water upland. GEOSYNTEC CONSULTANTS Photographic Record Client: Chemours Project Number: TR0795 Site Name: Fayetteville Works Site Location: Fayetteville, NC Photograph 5 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.820384, -78.820955; Sample ID: “Seep K” Photograph 6 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.823835, -78.821307; Sample ID: “Seep J”; Samples are composite of multiple slow flowing holes and uphill there is a pool of water. Coordinates on picture are incorrect. GEOSYNTEC CONSULTANTS Photographic Record Client: Chemours Project Number: TR0795 Site Name: Fayetteville Works Site Location: Fayetteville, NC Photograph 7 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.823835, -78.821307; Sample ID: “Seep J”; Samples are composite of multiple slow flowing holes and uphill there is a pool of water. Photograph 8 Date: 10/22/2019 Comments: View Southwest; Collector coordinates: 34.823835, -78.821307; Sample ID: “Seep J”; Samples are composite of multiple slow flowing holes and uphill there is a pool of water. GEOSYNTEC CONSULTANTS Photographic Record Client: Chemours Project Number: TR0795 Site Name: Fayetteville Works Site Location: Fayetteville, NC Photograph 9 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.823835, -78.821307; Sample ID: “Seep J”; Samples are composite of multiple slow flowing holes and uphill there is a pool of water. Photograph 10 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.824900, -78.821701; Sample ID: “Seep I”. Coordinates on pictures are incorrect. GEOSYNTEC CONSULTANTS Photographic Record Client: Chemours Project Number: TR0795 Site Name: Fayetteville Works Site Location: Fayetteville, NC Photograph 11 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.825611, -78.821655; Sample ID: “Seep H” Photograph 12 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.825611, -78.821655; Sample ID: “Seep H” GEOSYNTEC CONSULTANTS Photographic Record Client: Chemours Project Number: TR0795 Site Name: Fayetteville Works Site Location: Fayetteville, NC Photograph 13 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.826967, -78.821884; Sample ID: “Seep G” . Coordinates on picture are incorrect. Photograph 14 Date: 10/22/2019 Comments: View West; Collector coordinates: 34.829940, -78.822158; Sample ID: “Seep F”; Sample collected ~20ft uphill in channel positioned parallel to the Cape Fear River. GEOSYNTEC CONSULTANTS Photographic Record Client: Chemours Project Number: TR0795 Site Name: Fayetteville Works Site Location: Fayetteville, NC Photograph 15 Date: 10/22/2019 Comments: View Northwest; Collector coordinates: 34.830635, -78.822418; Sample ID: “Seep E”. Sample collected ~10ft uphill in iron pool. Coordinates on picture are incorrect. TR0795 APPENDIX C DATA REVIEW NARRATIVES AND LABORATORY REPORTS TR0795 Data review narratives are included in this attachment. Due to file size limits, analytical laboratory reports will be provided separately with the hard copy of the report. ADQM Data Review Narrative - FAY 2019 OFFSITE SEEP SAMPLING.doc 1 of 2 ADQM DATA REVIEW NARRATIVE Site Chemours FAY – Fayetteville Project 2019 OFFSITE SEEP SAMPLING Project Reviewer Michael Aucoin, AECOM as a Chemours contractor Sampling Dates October 21 - 22, 2019 Analytical Protocol Laboratory Analytical Method Parameter(s) TestAmerica - Sacramento 537 Modified PFAS1 TestAmerica - Sacramento Cl. Spec. Table 3 Compound SOP Table 3+ compounds 1 Perfluoroalkylsubstances, a list of 37 compounds including HFPO-DA. Sample Receipt The following items are noted for this data set: All samples were received in satisfactory condition and within EPA temperature guidelines on October 23, 2019 Data Review The electronic data submitted for this project was reviewed via the Data Verification Module (DVM) process. Overall the data is acceptable for use without qualification, except as noted below: •Some analytical results have been qualified J as estimated, and non-detect results qualified UJindicating an estimated reporting limit, due to a poor surrogate or laboratory matrix spikerecovery and poor lab replicate precision. See the Data Verification Module (DVM) Narrative Report for which samples were qualified, the specific reasons for qualification, and potential biasin reported results. Attachments The DVM Narrative report is attached. The lab reports due to a large page count are stored on an AECOM network shared drive and are available to be posted on external shared drives, or on a flash drive. ADQM Data Review Narrative - FAY 2019 OFFSITE SEEP SAMPLING.doc 2 of 2 Data Verification Module (DVM) The DVM is an internal review process used by the ADQM group to assist with the determination of data usability. The electronic data deliverables received from the laboratory are loaded into the Locus EIM™ database and processed through a series of data quality checks, which are a combination of software (Locus EIM™ database Data Verification Module (DVM)) and manual reviewer evaluations. The data is evaluated against the following data usability checks: •Field and laboratory blank contamination •US EPA hold time criteria •Missing Quality Control (QC) samples •Matrix spike(MS)/matrix spike duplicate (MSD) recoveries and the relative percent differences (RPDs) between these spikes •Laboratory control sample(LCS)/control sample duplicate (LCSD) recoveries and the RPD between these spikes •Surrogate spike recoveries for organic analyses •RPD between field duplicate sample pairs •RPD between laboratory replicates for inorganic analyses •Difference / percent difference between total and dissolved sample pairs. There are two qualifier fields in EIM: Lab Qualifier is the qualifier assigned by the lab and may not reflect the usability of the data. This qualifier may have many different meanings and can vary between labs and over time within the same lab. Please refer to the laboratory report for a description of the lab qualifiers. As they are lab descriptors they are not to be used when evaluating the data. Validation Qualifier is the 3rd party formal validation qualifier if this was performed. Otherwise this field contains the qualifier resulting from the ADQM DVM review process. This qualifier assesses the usability of the data and may not equal the lab qualifier. The DVM applies the following data evaluation qualifiers to analysis results, as warranted: Qualifier Definition B Not detected substantially above the level reported in the laboratory or field blanks. R Unusable result. Analyte may or may not be present in the sample. J Analyte present. Reported value may not be accurate or precise. UJ Not detected. Reporting limit may not be accurate or precise. The Validation Status Code field is set to “DVM” if the ADQM DVM process has been performed. If the DVM has not been run, the field will be blank. If the DVM has been run (Validation Status Code equals “DVM”), use the Validation Qualifier. DVM Narrative ReportOnly one surrogate has relative percent recovery (RPR) values outside control limits and the parameter is a PFC (Nondetects).LABSTATSValidation Options:Validation ReasonFayettevilleSite:Sampling Program:2019 OFFSITE SEEP SAMPLINGAnalyticalMethodAnalyteDateSampledPQLValidationQualifierLab Sample IDPre-prepMDLResult TypeField Sample IDPrepUnitsSEEP-I-085610/22/2019 320-55576-5N-ethylperfluoro-1-octanesulfonamide0.0020 UG/L537 ModifiedUJ3535_PFC0.0020PQLSEEP-H-090510/22/2019 320-55576-4N-ethylperfluoro-1-octanesulfonamide0.0020 UG/L537 ModifiedUJ3535_PFC0.0020PQLPage 1 of 5 Associated MS and/or MSD analysis had relative percent recovery (RPR) values higher than the upper control limit. The reported result may be biasedhigh.LABSTATSValidation Options:Validation ReasonFayettevilleSite:Sampling Program:2019 OFFSITE SEEP SAMPLINGAnalyticalMethodAnalyteDateSampledPQLValidationQualifierLab Sample IDPre-prepMDLResult TypeField Sample IDPrepUnitsSEEP-H-090510/22/2019 320-55576-4R-EVE0.021 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-H-090510/22/2019 320-55576-4R-EVE0.021 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-H-090510/22/2019 320-55576-4Byproduct 40.039 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-H-090510/22/2019 320-55576-4Byproduct 40.040 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-E-093010/22/2019 320-55576-1Byproduct 40.22 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0032PQLSEEP-E-093010/22/2019 320-55576-1Byproduct 50.0021 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-G-091110/22/2019 320-55576-3Byproduct 40.079 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-G-091110/22/2019 320-55576-3Byproduct 40.074 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-I-085610/22/2019 320-55576-5R-EVE0.023 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-I-085610/22/2019 320-55576-5R-EVE0.022 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-I-085610/22/2019 320-55576-5Byproduct 40.053 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-I-085610/22/2019 320-55576-5Byproduct 40.051 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-J-084310/22/2019 320-55576-6Byproduct 40.11 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-J-084310/22/2019 320-55576-6Byproduct 40.10 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-K-083510/22/2019 320-55576-7R-EVE0.046 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-K-083510/22/2019 320-55576-7Byproduct 40.13 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLPage 2 of 5 Associated MS and/or MSD analysis had relative percent recovery (RPR) values higher than the upper control limit. The reported result may be biasedhigh.LABSTATSValidation Options:Validation ReasonFayettevilleSite:Sampling Program:2019 OFFSITE SEEP SAMPLINGAnalyticalMethodAnalyteDateSampledPQLValidationQualifierLab Sample IDPre-prepMDLResult TypeField Sample IDPrepUnitsSEEP-L-082510/22/2019 320-55576-8R-EVE0.044 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-L-082510/22/2019 320-55576-8R-EVE0.042 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-L-082510/22/2019 320-55576-8Byproduct 40.12 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-L-082510/22/2019 320-55576-8Byproduct 40.12 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-M-081810/22/2019 320-55576-9R-EVE0.026 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-M-081810/22/2019 320-55576-9R-EVE0.027 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-M-081810/22/2019 320-55576-9Byproduct 40.078 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-M-081810/22/2019 320-55576-9Byproduct 40.079 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLPage 3 of 5 Quality review criteria exceeded between the REP (laboratory replicate) and parent sample. The reported result may be imprecise.LABSTATSValidation Options:Validation ReasonFayettevilleSite:Sampling Program:2019 OFFSITE SEEP SAMPLINGAnalyticalMethodAnalyteDateSampledPQLValidationQualifierLab Sample IDPre-prepMDLResult TypeField Sample IDPrepUnitsSEEP-E-093010/22/2019 320-55576-1Byproduct 40.19 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0032PQLSEEP-J-084310/22/2019 320-55576-6NVHOS0.0081 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-J-084310/22/2019 320-55576-6NVHOS0.0069 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-K-083510/22/2019 320-55576-7R-EVE0.053 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-K-083510/22/2019 320-55576-7Byproduct 40.16 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLPage 4 of 5 Associated MS and/or MSD analysis had relative percent recovery (RPR) values less than the lower control limit but above the rejection limit. Thereported result may be biased low.LABSTATSValidation Options:Validation ReasonFayettevilleSite:Sampling Program:2019 OFFSITE SEEP SAMPLINGAnalyticalMethodAnalyteDateSampledPQLValidationQualifierLab Sample IDPre-prepMDLResult TypeField Sample IDPrepUnitsSEEP-E-093010/22/2019 320-55576-1PFMOAA0.48 ug/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0050PQLSEEP-E-093010/22/2019 320-55576-1PFMOAA0.43 ug/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0050PQLSEEP-J-084310/22/2019 320-55576-6PMPA0.81 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.010PQLSEEP-J-084310/22/2019 320-55576-6PMPA0.80 UG/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.010PQLSEEP-J-084310/22/2019 320-55576-6PFO2HxA0.35 ug/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-J-084310/22/2019 320-55576-6PFO2HxA0.35 ug/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-J-084310/22/2019 320-55576-6PFO3OA0.12 ug/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-J-084310/22/2019 320-55576-6PFO3OA0.12 ug/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-J-084310/22/2019 320-55576-6PFO5DA0.020 ug/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-J-084310/22/2019 320-55576-6PFO5DA0.022 ug/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0020PQLSEEP-J-084310/22/2019 320-55576-6PFMOAA0.18 ug/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0050PQLSEEP-J-084310/22/2019 320-55576-6PFMOAA0.17 ug/LCl. Spec. Table 3Compound SOPJPFAS_DI_Prep0.0050PQLPage 5 of 5