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HomeMy WebLinkAboutWS-3571_3571_CA_MRP_20230209AECOM Technical Services - NC 919-461-1100 phone 5438 Wade Park Boulevard, Suite 200 919-461-1415 fax Raleigh, North Carolina 27607 February 9, 2023 Gene Mao, PG Guilford County Department of Public Health Environmental Health Division 400 West Market Street, Suite 300 Greensboro, North Carolina 27401 Subject: 2022 Semiannual Report Products (SE) Pipe Line Corporation – Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina 27455 Incident No. 3571 AECOM Project No. 60698498 Dear Mr. Mao: On behalf of Products (SE) Pipe Line Corporation (PPL), AECOM Technical Services – North Carolina (AECOM) is submitting one copy of the referenced report for your information. The report documents operation and maintenance of the AS/SVE system, LNAPL gauging, soil vapor sampling, SVE influent/effluent sampling, and groundwater monitoring activities completed between July and December of 2022 at the PPL Guilford Greene Site. If you have any questions, or require additional information, please contact Walt Plekan at 919-917-5724 or walt.plekan@aecom.com or Angela Scott at 770-751-4252. Sincerely, AECOM Walter D. Plekan, PG Project Manager cc:Angela Scott, Kinder Morgan Jimmy Stamey, Kinder Morgan AECOM Project File Enclosures 2022 Semiannual Report Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina 27455 NCDEQ Incident Number: 3571 NCDEQ Risk Classification: Intermediate AECOM Project Number: 60673614 February 9, 2023 2022 Semiannual Report February 2023 AECOMii Table of Contents 1.Introduction.................................................................................................................................1-1 2.General Information ....................................................................................................................2-1 2.1 Site Information.................................................................................................................2-1 2.2 Contacts ...........................................................................................................................2-1 2.3 Release Information ..........................................................................................................2-1 2.4 Site Characteristics ...........................................................................................................2-1 2.4.1 Historical Release Information and Risk Classification .......................................................2-1 2.4.2 Land Use ..........................................................................................................................2-1 2.4.3 Remedial History ..............................................................................................................2-2 2.4.4 Site Geology and Hydrogeology ........................................................................................2-2 3.System Operation .......................................................................................................................3-1 4.Groundwater and LNAPL Monitoring Procedures ........................................................................4-1 4.1 Pressure Transducers .......................................................................................................4-1 4.2 Groundwater and LNAPL Gauging ....................................................................................4-1 4.3 Groundwater Sampling .....................................................................................................4-1 5.Groundwater Results ..................................................................................................................5-1 5.1 Groundwater and LNAPL Elevation ...................................................................................5-1 5.2 Groundwater Analytical .....................................................................................................5-1 6.Soil Vapor Monitoring ..................................................................................................................6-1 6.1 Soil Vapor Sampling ..........................................................................................................6-1 6.2 Analytical Results .............................................................................................................6-1 7.Quality Control Measures............................................................................................................7-1 8.Summary ....................................................................................................................................8-1 This report was prepared under my direct and responsible charge. Based on my inquiry of the persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge, true, accurate, and complete. 2298 02/09/23 Brandt Morrow, PG AECOM Technical Services – North Carolina NC Geologist License No.Date 2022 Semiannual Report February 2023 AECOMiii Tables Table 1 Well Construction Details Table 2A Air Sparge Performance Summary Table 2B Soil Vapor Extraction Performance Summary Table 3 SVE Analytical Results Table 4 Historical Groundwater Elevation Data Table 5 LNAPL Gauging Data Table 6 Groundwater Quality Field Data Table 7 Historical Groundwater Analytical Results Table 8 Soil Vapor Analytical Results Figures Figure 1 Site Location Map Figure 2 Site Map Figure 3 AS/SVE System Layout Map Figure 4 Groundwater Contour Map, October 2022 Figure 5A Benzene Results, October 19, 2022 Figure 5B Toluene Results, October 19, 2022 Figure 5C Ethylbenzene Results, October 19, 2022 Figure 5D Xylenes Results, October 19, 2022 Figure 5E MTBE Results, October 19, 2022 Appendices Appendix A Laboratory Analytical Reports – SVE Influent/Effluent Air Appendix B Laboratory Analytical Report – Groundwater Appendix C Laboratory Analytical Reports – Soil Vapor 2022 Semiannual Report February 2023 AECOM1-1 1. Introduction AECOM Technical Services – North Carolina (AECOM) is pleased to submit this 2022 Semiannual Report to the Guilford County Department of Public Health (GCDPH) on behalf of Products (SE) Pipe Line Corporation (PPL). This report describes activities conducted between July and December of 2022 associated with a former pipeline release approximately located at 2617 Quaker Landing Road in Greensboro, North Carolina (Guilford Greene Site). The following activities were completed in accordance with the Corrective Action Modification / New Technology Plan (CAP Mod) approved by the North Carolina Department of Environmental Quality (NCDEQ) on June 22, 2020:  Operation and maintenance activities  Groundwater elevation monitoring in select wells via pressure transducers  Light non-aqueous phase liquid (LNAPL) gauging events  Semiannual groundwater sampling events  Quarterly soil vapor sampling events 2022 Semiannual Report February 2023 AECOM2-1 2. General Information 2.1 Site Information The Site is located along a shared (Colonial Pipeline Company [CPC] and PPL) pipeline right-of-way at approximately 36° 8’ 48.3’’ latitude and -79° 51’ 2.7’’ longitude at the property address of 2617 Quaker Landing Road in Greensboro, Guilford County, North Carolina. The Site location is depicted on the Lake Brandt Topographic Quadrangle as shown on Figure 1. 2.2 Contacts The following list identifies the key contacts involved with the Site: Property Owner:Plantation Pipe Line Company 945 East Paces Ferry Road NE Atlanta, Georgia 30326 Responsible Party:Products (SE) Pipe Line Corporation 1000 Windward Concourse, Suite 450 Alpharetta, Georgia 30005 Angela Scott 770-751-4252 Consultant:AECOM Technical Services – North Carolina 5438 Wade Park Boulevard, Suite 200 Raleigh, North Carolina 27607 Walt Plekan 919-461-1223 Analytical Laboratories:“See Appendices A, B,and C” 2.3 Release Information Date Discovered:January 1, 1988 Estimated Quantity of Release:approximately 17,000 gallons Cause of Release:7/8-inch long by 1/16-inch wide split along pipeline Source of Release:8” underground pipeline 2.4 Site Characteristics 2.4.1 Historical Release Information and Risk Classification The released product was identified as gasoline and diesel. NCDEQ assigned an incident number (3571) to the Site and risk classification of “intermediate” due to the proximity of Lake Brandt and presence of LNAPL in Site monitoring wells. 2.4.2 Land Use The Site is located in a residential portion of Guilford County. The Site is now situated on a single parcel (Number 89076) owned by PPL and is approximately 1.85 acres in size. The Site is located within a residential neighborhood and is bounded by a wooded area and greenway to the northwest and by 2022 Semiannual Report February 2023 AECOM2-2 private residential properties to the northeast, southeast, and southwest. The Site has a surface elevation of approximately 800 feet above mean sea level based on the topographic map. The land surface at the Site slopes moderately to the west (towards Lake Brandt) and steeply to the north (towards the stormwater channel). 2.4.3 Remedial History Site remediation began immediately after discovery of the release. Initial response efforts recovered approximately 6,000 gallons of LNAPL. In 1988, a pump-and-treat (P&T) system was installed and operated utilizing eight (8) recovery wells. Seventeen (17) additional recovery wells, two (2) soil vapor extraction (SVE) wells, and nineteen (19) dual-phase wells were installed and operated in subsequent years. In 1992, a catalytic oxidizer unit was installed to control volatile organic compound (VOC) emissions. In 1997, an air sparge (AS) system was installed along with twenty-five (25) AS wells and twenty-two (22) groundwater monitoring wells. The AS and SVE systems were turned off in 2000. The P&T system begin seasonal operation (March-November) in 2001 and then reverted back to year-round operation in 2012. A vapor effluent carbon vessel was added to the P&T system in 2011. In September 2018, the P&T system was shutdown to monitor groundwater conditions and evaluate alternative remedial options for the Site. The P&T system, including all associated wells, was removed in 2020. Subsequently in 2020, construction for a new AS/SVE system was substantially completed at the Site in accordance with the NCDEQ approved CAP Mod; the SVE system was started in May 2021 and the AS system was started in June 2021. Currently, twenty-nine (29) wells used for monitoring (of which five (5) are historic AS wells), fifteen (15) new wells used for SVE, and twenty-eight (28) new wells used for AS are present at the Site. The Site layout is depicted on Figure 2 and the AS/SVE layout is depicted on Figure 3.Well construction details including date of installation, top-of-casing elevation, total depth, and screen interval can be found in Table 1. 2.4.4 Site Geology and Hydrogeology Soil at the Site is classified as the Madison Series per the Guilford County Geographical Information System (GIS) website. During previous investigations, soil encountered at the Site was predominantly classified as reddish-brown silty clay. Soil deeper than approximately fifteen (15) feet below ground surface (bgs) was described as saprolite. The Site is located in the Piedmont physiographic province that is characterized by moderately level interstream areas separated by broad valleys. Bedrock at the Site is mapped within the Charlotte and Milton Belts. Bedrock is described as intrusive granitic rock (Lilesville Granite) of the Pennsylvanian- Permian age, characterized as megacrystic to equigranular. During previous investigations, bedrock was encountered at the Site between 55-70 feet bgs. In December 2020, during the installation of deep monitoring well (DW-1) completed to 112 feet bgs, the change from saprolite to highly weathered bedrock occurred between 61-65 feet bgs and from highly weathered bedrock to partially weathered bedrock between 65-80 feet bgs. Competent bedrock was encountered at 80 feet bgs and was able to be cored. The bedrock was characterized as diorite to granodiorite and diabase. From the twenty-five (25) feet of cored rock, the recovery ranged from 84-100% and the rock quality designation ranged from 82-100%. Four (4) high angle fractures were observed in the cores collected. Based on historical data, the groundwater table at the Site, under static conditions, typically ranges from 29-51 feet bgs and groundwater typically flows to the northwest. 2022 Semiannual Report February 2023 AECOM3-1 3. System Operation The SVE system was started on May 6, 2021. The AS wells were brought online between June 2, 2021, and November 18, 2021. From June 27, 2022 to December 29, 2022, the SVE system runtime was approximately 96.0%, and the AS system runtime was approximately 91.4%. System downtime time can be attributed to miscellaneous alarms and a few electrical module failures. Summaries of AS / SVE system operational data are presented in Tables 2A and 2B, respectively. The tables present system run times (based on air compressor and blower run hours) and descriptions of any significant activities or issues encountered during each O&M event. Since SVE system startup, influent and effluent soil vapor concentrations were monitored and sampled on a monthly basis. Real-time measurements were collected with a photoionization detector (PID). Samples were collected in tedlar bags provided by the laboratory and shipped under chain of custody to SGS North America Inc. (SGS) in Houston, Texas. The samples were analyzed for total petroleum hydrocarbons (TPH), benzene, toluene, ethylbenzene, total xylenes (BTEX), and methyl tert-butyl ether (MTBE) by United States Environmental Protection Agency (USEPA) Method TO-15. Analytical results and calculated volume/mass removed are presented in Table 3. The laboratory reports are included as Appendix A. During the reporting period, approximately 3,432 pounds of TPH were removed by the SVE system. Cumulatively, the system has removed approximately 15,345 pounds of TPH since startup in May 2021. Periodically, condensate from SVE wells and conveyance lines will accumulate in a sufficient amount requiring discharge to the sanitary sewer. Prior to discharge, water sampling must be conducted to meet the requirements set forth in the Special Discharge Permit # S2011 for the site. Monthly results were reported to the city of Greensboro on a quarterly basis. During the reporting period, one sample event (December) was needed. Analytical results complied with limits outlined in Permit # S2011. 2022 Semiannual Report February 2023 AECOM4-1 4. Groundwater and LNAPL Monitoring Procedures 4.1 Pressure Transducers AECOM installed In-Situ Level TROLL 500 Data Loggers (transducers) in wells AS1, 2W11, 2W13, and 2W19 prior to shutting down the P&T system in 2018. Since installation, the transducers have continuously logged groundwater elevations until August 11, 2020, when the transducers were removed prior to groundwater sampling. In anticipation of system startup, the transducers were re-installed on May 21, 2021, and have been operational since that time, except between May 14, 2022 (June 3, 2022, solely for 2W11) through September 12, 2022. Upon initial installation an auto-programming feature caused the pressure transducers to shut off around the May-June 2022; this issue wasn’t discovered until the transducers were downloaded in September 2022; at which time the issue was corrected. Groundwater elevation data from the transducers was frequently downloaded and reviewed. The goals were to continuously monitor groundwater elevations to determine the impact of AS/SVE system on the groundwater table, to understand seasonal fluctuation, and to assess the impact of precipitation on the groundwater table. Wells AS1, 2W11, and 2W13 were selected because of their location along the plume centerline. Monitoring well 2W19, was selected to establish a background groundwater elevation. Precipitation data was collected from the USGS website from the Horsepen Creek Station which is located approximately 0.8 miles southwest of the Site. 4.2 Groundwater and LNAPL Gauging A comprehensive gauging event was conducted prior to the groundwater sampling event in October 2022. Throughout the reporting period, Site monitoring wells near the source area (2W6, 2W25, 2W26, and 2W27) were periodically gauged for the presence of LNAPL. Prior to gauging, wells were opened and allowed sufficient time to equilibrate to atmospheric conditions. Subsequently, depth-to-groundwater and depth-to-LNAPL measurements were collected from Site wells using an oil-water interface probe. 4.3 Groundwater Sampling Groundwater sampling activities were completed on October 18-19, 2022, in general accordance with the CAP Mod. Samples were collected from the following wells: 2W1, 2W3, 2W4, 2W6, 2W7, 2W9, 2W10, 2W11, 2W13, 2W14, 2W17, 2W18, 2W22, 2W23, 2W25, 2W26, 2W27, 2W28, 2W29, DW1, AS1, AS4, AS9, AS10, and AS13. A sample was not collected from AS4 during the October event because an insufficient amount of groundwater was recoverable for a representative sample. Wells were purged using new bottom-loading disposable polyethylene bailers. Purging continued until a minimum of three (3) well volumes were extracted, or until the well was purged dry. If a well was purged dry, adequate time was allowed for the groundwater to recover prior to collecting a sample. Each well was subsequently sampled via the same bailer used for purging. Samples were collected into laboratory-supplied containers, labeled, and promptly placed on ice in a cooler with a temperature and trip blank. Groundwater samples were shipped under chain of custody via overnight delivery to SGS North America, Inc. in Scott, Louisiana for analysis of BTEX, and methyl tert- butyl ether (MTBE) by USEPA Method 8260D. 2022 Semiannual Report February 2023 AECOM5-1 5. Groundwater Results 5.1 Groundwater and LNAPL Elevation For the October 2022 event, the following observations were made: The overall groundwater flow beneath the Site is generally to the northwest with an approximate groundwater gradient of 0.018, both of which are consistent with historical interpretations. Groundwater elevations for the October 2022 groundwater sampling event are shown in Table 4. Historical groundwater elevations are also shown in Table 4. A groundwater contour map was created for the October 2022 groundwater sampling event and is presented on Figure 4. LNAPL gauging data, collected approximately on a monthly basis from the second half of 2022 can be found in Table 5. LNAPL was not detected throughout the reporting period, thus no passive or active removal efforts were completed. Transducers will remain in select Site monitoring wells during 2023 to draw better conclusions about the groundwater table at the Site. Precipitation will also continue to be monitored and recorded in 2023. 5.2 Groundwater Analytical Field measurement data were collected ex-situ after sampling via a calibrated Horiba U-52 water quality meter, and included temperature, pH, dissolved oxygen, oxidation reduction potential, and specific conductance. Field measurement data for the October 2022 groundwater sampling event are summarized in Table 6. Analytical results are presented in Table 7, along with the historical data. In October 2022:  Monitoring wells 2W4, 2W6, 2W7, 2W25, 2W27, 2W29, AS1, and AS10 exceeded the NC 2L Standard for benzene.  Monitoring wells 2W6 and 2W27 exceeded the applicable NC 2L Standards for toluene, ethylbenzene, and xylenes.  Monitoring well 2W4, 2W27, 2W29, AS1, and AS10 exceeded the NC 2L Standard for MTBE. Generally, over the period of record, well concentrations exhibit a decreasing trend or remain stable. However, concentrations have increased in northern monitoring wells 2W4, 2W7, and 2W23 over the last several sampling events. For that reason, AECOM is proposing to install two (2) additional monitoring wells (2W30 and 2W31) along the northern property line prior to the April 2023 sampling event to better evaluate these conditions. See Figure 2 for the proposed monitoring well locations. Concentrations in deep well, DW-1, were below laboratory detection limits during the reporting period suggesting that groundwater impacts are limited to the surficial aquifer at the Site. Groundwater laboratory analytical results and exceedances of 2L standards for the October 2022 sampling event are shown on Figures 5A, 5B, 5C, 5D,and 5E, respectively, for each of the following constituents of concern: benzene, toluene, ethylbenzene, xylenes, and MTBE. A copy of the laboratory report is included as Appendix B. 2022 Semiannual Report February 2023 AECOM6-1 6. Soil Vapor Monitoring 6.1 Soil Vapor Sampling AECOM performed soil vapor sampling events at the Site on August 17, 2022, and November 17, 2022. Soil vapor samples were collected into laboratory provided 6-liter stainless steel summa canisters. Sample duration for each soil vapor point was approximately 30 minutes. Prior to sampling, each soil vapor point was subjected to a helium leak test to confirm that a proper seal was in place. Soil vapor samples were shipped via overnight delivery under chain of custody to Eurofins TestAmerica, a North Carolina certified laboratory, in Knoxville, Tennessee for analysis of BTEX, MTBE, naphthalene, and 2- methylnaphthalene by USEPA Method TO-15 low-level. 6.2 Analytical Results During the August 2022 sampling event, toluene concentrations in all soil vapor points were detected above the laboratory detection limit. No other results were reported above the laboratory detection limit during the reporting period. The results from this reporting period as well as historical results are presented in Table 8. Copies of the laboratory reports are included as Appendix C. Soil vapor locations can be found on Figure 2. 2022 Semiannual Report February 2023 AECOM7-1 7. Quality Control Measures AECOM did not validate analytical results associated with the monthly SVE air sampling events nor, the August or November 2022 soil vapor sampling events. AECOM validated analytical results associated with the October 2022 groundwater monitoring event at the Site. The data review process was modeled after the USEPA Contract Laboratory Program National Functional Guidelines for Superfund Organic Methods Data Review (EPA, November 2020) with changes and allowances made to conform to analytical methodology. Qualitative and quantitative limitations associated with the analytical results were determined based on the results of specific quality control criteria. Accuracy was determined from the review of spike recoveries. Precision was based on the evaluation of laboratory duplicate results. Analytical data representativeness and comparability were evaluated from the review of blank results (laboratory and trip blanks), and sample preservation, storage, and holding time compliance. Sensitivity was evaluated by comparing reported detection limits to Site-specific reporting limit objectives. The completeness check of the laboratory deliverable verified that results for all target analytes were reported by the laboratory. Sample results have been qualified based on the results of the data review. Samples 2W6 and 2W29 were qualified for holding time compliance. Samples 2W6, 2W9, 2W13, and DW-1 were qualified for surrogate recoveries. All sample concentrations that are less than the reporting limit, but greater than the method detection limit are estimated. Qualified data are valid and usable for their intended purpose. Data points were not rejected. In performing the data validation, AECOM assumed that the data reported by the laboratory are complete, compliant, and an accurate representation of the raw data. Criteria for acceptability of data were based upon available Site information, analytical method requirements, guidance documents, and professional judgment. The oil-water interface probes and the water quality multi-meters were decontaminated with a Liquinox™ and de-ionized water solution prior to use in each well. The water quality meter was calibrated in the field per the manufacturers’ instructions. Site personnel wore new nitrile gloves that were changed between each well during sample collection. 2022 Semiannual Report February 2023 AECOM8-1 8. Summary Based on the data obtained from Site investigation activities, the following conclusions are presented: 1. From June 27, 2022 to December 29, 2022, the SVE system runtime was 96.0%, and the AS system runtime was approximately 91.4%. System downtime can be attributed to miscellaneous alarms and a few electrical module failures. Routine O&M will continue on a bi-weekly basis, or as needed. The AS/SVE systems will be continuously monitored, reviewed, and adjusted in order to maximize performance. The SVE system removed approximately 3,432 pounds of TPH throughout the reporting period. Additionally, the catalytic oxidizer reduced effluent TPH concentrations by approximately 96.3%. 2. Continue to record groundwater elevations within the transducer wells, manually gauging during groundwater sampling events, and periodically gauging for LNAPL in select wells. Based on Site data, transducers may be relocated to other monitoring wells. Precipitation at the Site will also continue to be recorded. The purpose of continuing these efforts is to gain a better understanding of seasonal changes, the relationship between precipitation and the groundwater table, and any effects attributed to the AS system. 3. For the October 2022 event, groundwater flow direction onsite is toward the north and west with an approximate horizontal gradient of 0.018 feet/foot, consistent with historical interpretations. 4. Groundwater analytical data indicated that several wells exceeded applicable 2L standards for one of more sampled constituents during the October 2022 monitoring event. However, monitoring well concentrations exhibit a decreasing trend or remain stable over the period of record. Concentrations in deep well, DW-1, were below laboratory detection limits during the reporting period. Groundwater sampling will continue in 2023 on a semiannual basis with the next event occurring in April 2023, as outlined in the CAP Mod. AECOM requests that the following wells be removed from the sampling plan: 2W9, 2W10, 2W17, 2W26, AS4, and AS13. As stated in the CAP Mod, wells will be removed from the sampling plan if they exhibit three (3) consecutive events below applicable 2L groundwater Standards, the wells proposed for removal meet that criteria. Proposed new monitoring wells 2W30 and 2W31 will be added to the sampling plan to better monitor groundwater conditions in the northern area of the site and 2W6 will be added to monitoring the interior of the groundwater plume, near the source area. 5. Concentrations have increased in northern monitoring wells 2W4, 2W7, and 2W23 over the last several sampling events. Upon approval from NCDEQ, two (2) additional monitoring wells (2W30 and 2W31) will be installed along the northern property line prior to the April 2023 sampling event to better evaluate these conditions. 6. During the August 2022 sampling event, toluene concentrations in all soil vapor points were detected above the laboratory detection limit. No other results were reported above the laboratory detection limit during the reporting period. Soil vapor sampling will continue in 2023 on a quarterly basis with the next event occurring in February 2023. The next report will be due in August 2023 (semiannually) unless otherwise stated by NCDEQ. The report will include all activities performed at the Site from January through June 2023. . Tables Well ID Date of Installation Top of Casing Elevation (feet amsl) Total Depth (feet bgs) Screen Interval (feet bgs) 2W1 01/19/88 811.87 58.1 38.1-58.1 2W3 01/21/88 805.75 55.5 35.5-55.5 2W4 01/21/88 804.90 55.5 35.5-55.5 2W6 05/24/88 807.71 58.5 28.5-58.5 2W7 05/24/88 810.23 59.8 29.8-59.8 2W8 05/20/88 803.67 44.6 14.6-44.6 2W9 05/23/88 805.24 54.3 24.3-54.3 2W10 06/21/88 812.24 53.6 23.6-53.6 2W11 06/21/88 801.63 59.0 23.7-53.7 2W12 09/01/88 788.26 39.8 19.8-39.8 2W13 11/15/88 807.34 65.6 60.6-65.6 2W14 10/13/88 809.93 59.2 39.2-59.2 2W17 09/01/88 787.00 39.8 19.8-39.8 2W18 09/02/88 782.58 34.2 14.2-34.2 2W19 01/26/89 798.51 43.5 23.5-43.5 2W21 04/27/93 795.25 58.8 33.3-53.3* 2W22 04/23/93 801.02 59.0 38.0-58.0 2W23 04/22/93 786.44 48.0 25.0-45.0 2W25 12/09/20 809.61 59.5 44.5-59.5 2W26 12/11/20 806.53 57.0 42.0-57.0 2W27 12/10/20 808.62 58.0 43.0-58.0 2W28 12/11/20 809.57 56.0 41.0-56.0 2W29 12/11/20 807.90 58.5 43.5-58.5 DW1 12/03/20 809.43 113.0 108.0-113.0 AS1 11/19/96 808.95 62.0 59.0-61.0 AS4 11/18/96 810.54 50.0 46.0-48.0 AS9 11/21/96 794.53 59.0 55.0-57.0 AS10 11/21/96 796.97 61.0 57.0-59.0 AS13 11/19/96 807.26 61.0 55.0-57.0 Greensboro, Guilford County, North Carolina Table 1 Well Construction Details Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Page 1 of 3 Well ID Date of Installation Top of Casing Elevation (feet amsl) Total Depth (feet bgs) Screen Interval (feet bgs) Greensboro, Guilford County, North Carolina Table 1 Well Construction Details Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road AS101D 06/19/20 NS 96.5 94.0-96.0 AS101S 06/19/20 NS 74.0 72.0-74.0 AS102D 06/23/20 NS 93.0 91.0-93.0 AS102S 06/23/20 NS 74.0 72.0-74.0 AS103D 06/24/20 NS 92.0 90.0-92.0 AS103S 06/24/20 NS 74.0 72.0-74.0 AS104D 06/26/20 NS 90.0 88.0-90.0 AS104S 06/26/20 NS 74.0 72.0-74.0 AS105 06/30/20 NS 71.5 69.5-71.5 AS106D 06/16/20 NS 97.0 95.0-97.0 AS106S 06/16/20 NS 74.5 72.5-74.5 AS107 06/09/20 NS 74.0 72.0-74.0 AS108 06/09/20 NS 68.0 66.0-68.0 AS109 06/18/20 NS 81.0 79.0-81.0 AS110 06/09/20 NS 72.0 69.0-71.0 AS111 06/02/20 NS 66.0 64.0-66.0 AS112 06/11/20 NS 75.0 63.0-65.0 AS113 06/09/20 NS 79.0 77.0-79.0 AS114 06/03/20 NS 73.0 63.0-65.0 AS115 06/18/20 NS 68.5 66.5-68.5 AS116 06/05/20 NS 61.0 59.0-61.0 AS117 06/22/20 NS 67.0 65.0-67.0 AS118 06/30/20 NS 67.0 65.0-67.0 AS119 06/26/20 NS 63.0 61.0-63.0 AS120 06/25/20 NS 62.0 60.0-62.0 AS121 06/24/20 NS 73.0 71.0-73.0 AS122 06/25/20 NS 65.0 61.0-63.0 AS123 06/29/20 NS 66.0 64.0-66.0 Page 2 of 3 Well ID Date of Installation Top of Casing Elevation (feet amsl) Total Depth (feet bgs) Screen Interval (feet bgs) Greensboro, Guilford County, North Carolina Table 1 Well Construction Details Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road SVE101 06/19/20 NS 30.0 15.0-30.0 SVE102 06/17/20 NS 30.0 15.0-30.0 SVE103 06/17/20 NS 30.0 15.0-30.0 SVE104 06/25/20 NS 30.0 15.0-30.0 SVE105 06/29/20 NS 30.0 15.0-30.0 SVE106 06/12/20 NS 35.0 15.0-35.0 SVE107 06/05/20 NS 30.0 15.0-30.0 SVE108 07/17/20 NS 30.0 15.0-30.0 SVE109 06/03/20 NS 30.0 15.0-30.0 SVE110 06/11/20 NS 30.0 15.0-30.0 SVE111 06/22/20 NS 30.0 15.0-30.0 SVE112 06/09/20 NS 35.0 15.0-30.0 SVE113 06/24/20 NS 30.0 15.0-30.0 SVE114 06/26/20 NS 30.0 15.0-30.0 SVE115 06/24/20 NS 30.0 15.0-30.0 Notes: amsl = above mean sea level bgs = below ground surface NS = not surveyed *sediment sump installed below screen Wells 4W1, 4W2, 4W3, 4W5, 4W7, 4W8, 4W9, 4W14, 4W15, 4W20, 4W21, 4W22, 4W23, AS3, AS16, AS17, AS19, AS20, AS21, AS22, AS24, and VE-21 were abandoned in June 2020. Wells 4W10, 4W11, 4W12, 4W13, 4W16, 4W17, 4W18, 4W19, AS5, AS7, AS11, AS12, AS15, AS25, 2W2, 2W15, 2W16, and 2W20 were abandoned in December 2020. Wells 4W6, AS2, AS6, AS14, and AS23 were abandoned in December 2021. Page 3 of 3 06/27/22 --390 42,448 --------1 Adjusted select AS well flow rates 07/07/22 10 400 42,690 242 9,498 100.8%98.9%2 Restarted AS System. 07/13/22 6 406 42,835 145 9,643 100.7%99.0%1 08/02/22 20 426 43,139 304 9,947 63.3%97.3%2 Restarted AS System. 08/15/22 13 439 43,456 317 10,264 101.6%97.4%1 08/31/22 16 455 43,662 206 10,470 53.6%95.9%2 Restarted AS System on 08/29/22. 09/13/22 13 468 43,976 314 10,784 100.6%96.0%1 10/05/22 22 490 44,513 537 11,321 101.7%96.3%1 10/18/22 13 503 44,822 309 11,630 99.0%96.3%1 B&P completed annual compressor maintenance. 10/26/22 8 511 45,022 200 11,830 104.2%96.5%1 Optimized flow on select AS wells. 11/03/22 8 519 45,222 200 12,030 104.2%96.6%1 11/15/22 12 531 45,442 220 12,250 76.4%96.1%1 System alarm on 11/06, compressor restarted 11/09. 12/15/22 30 561 46,173 731 12,981 101.5%96.4%1 12/28/22 13 574 46,488 315 13,296 101.0%96.5%1 Notes: Air Sparge Startup Date:06/02/21 This reporting period is from 06/27/22-12/28/22 Process status code indicates status of AS system operation Code Arrive Depart 1 on on 2 off on 3 off off 4 on off Date Days Between Visits Significant Maintenance Activities Days Since Startup Hour Meter Reading Hours of Operation (Period) Hours of Operation (Cumulative) Run Time (Period) Run Time (Cumulative) Process Status Table 2A Air Sparge Performance Summary Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina 06/27/22 --417 13,405 --------1 07/07/22 10 427 13,641 236 10,025 98.3%97.8%1 07/13/22 6 433 13,784 143 10,168 99.3%97.8%1 08/02/22 20 453 14,268 484 10,652 100.8%98.0%1 08/15/22 13 466 14,579 311 10,963 99.7%98.0%1 08/31/22 16 482 14,787 208 11,171 54.2%96.6%2 Catox restarted. 09/13/22 13 495 15,096 309 11,480 99.0%96.6%1 10/05/22 22 517 15,625 529 12,009 100.2%96.8%1 10/18/22 13 530 15,935 310 12,319 99.4%96.8%1 10/20/22 2 532 15,988 53 12,372 110.4%96.9%1 11/03/22 14 546 16,323 335 12,707 99.7%97.0%1 11/15/22 12 558 16,612 289 12,996 100.3%97.0%1 Drained condensate from SVE lines. 12/15/22 30 588 17,332 720 13,716 100.0%97.2%1 Discharged condensate.12/28/22 13 601 17,642 310 14,026 99.4%97.2%1 Notes: Soil Vapor Extraction Startup Date:05/06/21 This reporting period is from 06/27/22-12/28/22 Process status code indicates status of SVE system operation Code Arrive Depart 1 on on 2 off on 3 off off 4 on off Significant Maintenance Activities Table 2B Soil Vapor Extraction Performance Summary Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina Date Days Between Visits Days Since Startup Hour Meter Reading Hours of Operation (Period) Hours of Operation (Cumulative) Run Time (Period) Run Time (Cumulative) Process Status 07/13/22 08/15/22 09/13/22 10/18/22 11/15/22 12/15/22 07/13/22 08/15/22 09/13/22 10/18/22 11/15/22 12/15/22 13,784 14,579 15,196 15,935 16,612 17,332 13,784 15,196 15,196 15,935 16,612 17,332 246 251 252 256 272 262 246 252 252 256 272 262 287 208 157 178 158 165 3.5 5.7 3.5 5.4 4.5 4.6 6.93 5.59 5.49 4.57 4.89 4.70 0.143 0.085 0.113 0.185 0.170 0.159 99.1 66.7 64.8 52.8 53.9 53.9 <0.06 0.039 0.103 0.210 0.066 0.085 15.0 8.9 7.47 5.0 5.73 4.29 <0.069 <0.035 <0.043 0.044 <0.052 <0.043 63.4 34.4 29.8 20.8 23.5 17.9 <0.069 <0.035 0.069 0.245 <0.052 0.056 184 116 108 83 88 81 0.143 0.124 0.285 0.684 0.236 0.300 <1.8 <1.4 <1.4 <1.2 <1.2 <1.2 0.06 <0.029 <0.036 <0.036 <0.043 0.04 1,170 732 900 683 773 695 31.8 17.8 27.8 34.4 36.2 27.6 25.9 16.5 20.4 15.7 18.9 16.4 0.70 0.40 0.63 0.79 0.89 0.65 12,595 13,297 13,772 14,328 14,816 15,345 ------ Notes: Emission rates and total mass removed are calculated based on Total Petroleum Hydrocarbon analytical results Analytical results are reported in milligrams per cubic meter BTEX = benzene, toluene, ethylbenzene, total xylenes lbs = pounds ppm = parts per million scfm = standard cubic feet per minute < = below laboratory detection limits Methyl tert-butyl ether Total petroleum hydrocarbons Emission rate (lbs/day) Cumulative mass removed (lbs) Influent Benzene Toluene Ethylbenzene Xylenes Total BTEX Sample Location Date Hour meter Airflow rate (scfm) Photoionization detector (ppm) Effluent Table 3 SVE Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) 03/16/04 ND 45.00 --766.87 08/08/04 ND 46.45 --765.42 08/23/05 ND 47.59 --764.28 03/15/06 ND 48.01 --763.86 08/28/06 ND 48.99 --762.88 02/15/07 ND 48.00 --763.87 08/08/07 ND 48.69 --763.18 02/06/08 ND 49.56 --762.31 08/12/08 ND 49.53 --762.34 02/26/09 ND 49.56 --762.31 08/03/09 ND 49.85 --762.02 02/22/10 ND 49.02 --762.85 08/18/10 ND 48.25 --763.62 02/17/11 ND 48.96 --762.91 08/16/11 ND 49.54 --762.33 04/23/12 ND 49.42 --762.45 10/12/12 ND 50.72 --761.15 04/10/13 ND 50.87 --761.00 08/06/13 ND 50.24 --761.63 11/15/13 ND 50.26 --761.61 04/17/14 ND 49.54 --762.33 08/26/14 ND 49.25 --762.62 08/07/15 ND 20.59 --791.28 09/02/15 ND 51.11 --760.76 08/25/16 ND 49.17 --762.70 03/23/17 ND 49.61 --762.26 08/14/17 ND 49.75 --762.12 08/27/18 ND 50.78 --761.09 09/11/18 ND 50.92 --760.95 12/17/18 ND 49.71 --762.16 03/21/19 ND 48.02 --763.85 06/14/19 ND 46.96 --764.91 08/13/19 ND 46.63 --765.24 02/23/20 ND 47.31 --764.56 08/11/20 ND 46.09 --765.78 02/22/21 ND 45.69 --766.18 03/22/21 ND 45.58 --766.29 08/17/21 ND 45.50 --766.37 11/17/21 ND 46.81 --765.06 02/16/22 ND 47.00 --764.87 05/15/22 ND 48.01 --763.86 10/18/22 ND 48.79 --763.08 2W1 811.87 Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road Page 1 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 47.80 --757.95 08/08/04 ND 49.58 --756.17 02/23/05 ND 50.08 --755.67 08/23/05 ND 50.63 --755.12 03/15/06 ND 51.27 --754.48 08/28/06 ND 52.15 --753.60 02/15/07 ND 51.03 --754.72 08/08/07 ND 51.86 --753.89 02/06/08 ND 52.69 --753.06 08/12/08 ND 53.44 --752.31 02/26/09 ND 52.55 --753.20 08/03/09 ND 52.88 --752.87 02/22/10 ND 51.25 --754.50 08/18/10 ND 51.17 --754.58 02/17/11 ND 52.07 --753.68 08/16/11 ND 52.67 --753.08 04/23/12 ND 51.74 --754.01 10/12/12 ND 53.27 --752.48 04/10/13 ND 52.69 --753.06 08/06/13 ND 52.43 --753.32 11/15/13 ND 52.83 --752.92 04/17/14 ND 51.86 --753.89 08/26/14 ND 52.22 --753.53 08/07/15 ND 53.44 --752.31 09/02/15 ND 53.81 --751.94 08/25/16 ND 49.62 --756.13 03/23/17 ND 50.39 --755.36 08/14/17 ND 50.28 --755.47 08/27/18 ND 51.45 --754.30 09/11/18 ND 51.59 --754.16 12/17/18 ND 49.94 --755.81 03/21/19 ND 47.61 --758.14 06/14/19 ND 46.27 --759.48 08/13/19 ND 46.47 --759.28 02/23/20 ND 47.93 --757.82 08/11/20 ND 46.19 --759.56 02/22/21 ND 45.82 --759.93 03/22/21 ND 45.49 --760.26 08/17/21 ND 46.22 --759.53 11/17/21 ND 48.16 --757.59 02/16/22 ND 49.11 --756.64 05/15/22 ND 48.91 --756.84 10/18/22 ND 49.86 --755.89 2W3 805.75 Page 2 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 47.02 --757.88 08/08/04 ND 49.05 --755.85 02/23/05 ND 48.67 --756.23 08/23/05 ND 49.42 --755.48 03/15/06 ND 49.58 --755.32 08/28/06 ND 50.72 --754.18 02/15/07 ND 49.20 --755.70 08/08/07 ND 50.76 --754.14 02/06/08 ND 50.72 --754.18 08/12/08 ND 51.87 --753.03 02/26/09 ND 50.53 --754.37 08/03/09 ND 51.36 --753.54 02/22/10 ND 49.13 --755.77 08/18/10 ND 49.97 --754.93 02/17/11 ND 50.31 --754.59 08/16/11 ND 50.98 --753.92 04/23/12 ND 49.91 --754.99 10/12/12 ND 51.64 --753.26 04/10/13 ND 51.04 --753.86 08/06/13 ND 51.03 --753.87 11/15/13 ND 51.30 --753.60 04/17/14 ND 49.98 --754.92 08/26/14 ND 50.96 --753.94 08/07/15 ND 51.53 --753.37 09/02/15 ND 52.15 --752.75 08/25/16 ND 48.71 --756.19 03/23/17 ND 48.92 --755.98 08/14/17 ND 49.18 --755.72 08/27/18 ND 49.97 --754.93 09/11/18 ND 50.07 --754.83 12/17/18 ND 48.15 --756.75 03/21/19 ND 46.31 --758.59 06/14/19 ND 46.02 --758.88 08/13/19 ND 46.32 --758.58 02/23/20 ND 46.79 --758.11 08/11/20 ND 46.06 --758.84 02/22/21 ND 45.27 --759.63 03/22/21 ND 45.12 --759.78 08/17/21 ND 46.29 --758.61 11/17/21 ND 47.88 --757.02 02/16/22 ND 47.66 --757.24 05/15/22 ND 48.71 --756.19 10/18/22 ND 48.45 --756.45 2W4 804.90 Page 3 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 01/11/21 47.09 48.66 1.57 760.31 02/22/21 46.61 48.28 1.67 760.77 06/02/21 45.56 47.49 1.93 761.76 07/19/21 42.11 42.30 0.19 765.56 08/17/21 43.87 43.93 0.06 763.83 09/23/21 43.38 43.61 0.23 764.28 11/01/21 ND 45.44 --762.27 11/17/21 ND 46.11 --761.60 12/16/21 46.21 46.24 0.03 761.49 02/16/22 43.02 43.07 0.05 764.64 05/15/22 ND 45.66 --762.05 10/18/22 ND 48.30 --759.41 2W6 807.71 Page 4 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 48.15 --762.08 08/08/04 ND 51.20 --759.03 02/23/05 ND 51.01 --759.22 08/23/05 ND 51.78 --758.45 03/15/06 ND 52.04 --758.19 08/28/06 ND 53.17 --757.06 02/15/07 ND 51.66 --758.57 08/08/07 ND 53.19 --757.04 02/06/08 ND 53.31 --756.92 08/12/08 ND 54.41 --755.82 02/26/09 ND 53.10 --757.13 08/03/09 ND 53.84 --756.39 02/22/10 ND 51.74 --758.49 08/18/10 ND 52.29 --757.94 02/17/11 ND 52.78 --757.45 08/16/11 ND 53.43 --756.80 04/23/12 ND 52.38 --757.85 10/12/12 ND 54.19 --756.04 04/10/13 ND 53.62 --756.61 08/06/13 ND 53.54 --756.69 11/15/13 ND 53.78 --756.45 04/17/14 ND 52.54 --757.69 08/26/14 ND 53.36 --756.87 08/07/15 ND 54.14 --756.09 09/02/15 ND 54.64 --755.59 08/25/16 ND 50.67 --759.56 03/23/17 ND 50.99 --759.24 08/14/17 ND 51.15 --759.08 08/27/18 ND 52.13 --758.10 09/11/18 ND 52.22 --758.01 12/17/18 ND 50.31 --759.92 03/21/19 ND 48.29 --761.94 06/14/19 ND 47.73 --762.50 08/13/19 ND 47.96 --762.27 02/23/20 ND 48.73 --761.50 08/11/20 ND 47.69 --762.54 02/21/21 ND 47.03 --763.20 03/22/21 ND 46.84 --763.39 08/17/21 ND 49.86 --760.37 11/17/21 ND 49.56 --760.67 02/16/22 ND 49.95 --760.28 05/15/22 ND 50.44 --759.79 10/18/22 ND 50.43 --759.80 2W7 810.23 Page 5 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 38.00 --765.67 08/08/04 ND 39.77 --763.90 02/23/05 ND 40.76 --762.91 08/23/05 ND 41.59 --762.08 03/15/06 ND 42.73 --760.94 08/28/06 ND 43.77 --759.90 02/15/07 ND 42.27 --761.40 08/08/07 ND 43.04 --760.63 02/06/08 ND 45.01 --758.66 08/12/08 ND 44.91 --758.76 02/26/09 ND 44.61 --759.06 08/03/09 ND 43.92 --759.75 02/22/10 ND 42.73 --760.94 08/18/10 ND 41.96 --761.71 02/17/11 ND 43.59 --760.08 08/16/11 ND 43.76 --759.91 04/23/12 ND 43.52 --760.15 10/12/12 ND 45.09 --758.58 04/10/13 ND 44.93 --758.74 08/06/13 ND 43.98 --759.69 11/15/13 ND 44.07 --759.60 04/17/14 ND 43.53 --760.14 08/26/14 ND 43.17 --760.50 08/07/15 Dry Dry ---- 09/02/15 Dry Dry ---- 08/25/16 ND 41.60 --762.07 03/23/17 ND 42.83 --760.84 08/14/17 ND 42.10 --761.57 08/27/18 Dry Dry ---- 09/11/18 Dry Dry ---- 12/17/18 ND 43.04 --760.63 03/21/19 ND 40.41 --763.26 06/14/19 ND 38.81 --764.86 08/13/19 ND 38.45 --765.22 02/23/20 ND 39.66 --764.01 08/11/20 ND 37.49 --766.18 02/22/21 ND 37.08 --766.59 08/17/21 ND 36.91 --766.76 11/17/21 ND 38.60 --765.07 02/16/22 ND 39.82 --763.85 05/15/22 ND 40.32 --763.35 10/18/22 ND 41.38 --762.29 2W8 803.67 Page 6 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/15/06 ND 45.45 --759.79 08/28/06 ND 46.59 --758.65 02/15/07 ND 44.98 --760.26 08/08/07 ND 46.16 --759.08 02/06/08 ND 47.30 --757.94 08/12/08 ND 47.79 --757.45 02/26/09 ND 47.13 --758.11 08/03/09 ND 47.01 --758.23 02/22/10 ND 25.77 --779.47 08/18/10 ND 44.18 --761.06 02/17/11 ND 46.29 --758.95 08/16/11 ND 46.52 --758.72 04/23/12 ND 44.61 --760.63 10/12/12 ND 47.97 --757.27 04/10/13 ND 47.74 --757.50 04/17/14 ND 45.86 --759.38 08/25/16 ND 47.23 --758.01 03/23/17 ND 47.89 --757.35 08/14/17 Dry Dry ---- 08/27/18 Dry Dry ---- 12/17/18 ND 42.51 --762.73 06/14/19 ND 39.92 --765.32 08/13/19 ND 43.49 --761.75 02/23/20 ND 43.22 --762.02 08/11/20 ND 41.73 --763.51 02/22/21 ND 37.74 --767.50 03/22/21 ND 40.92 --764.32 08/17/21 ND 38.36 --766.88 11/17/21 ND 43.47 --761.77 02/16/22 ND 44.70 --760.54 05/15/22 ND 37.08 --768.16 10/18/22 ND 36.69 --768.55 2W9 805.24 Page 7 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 47.10 --765.14 08/08/04 ND 48.92 --763.32 02/23/05 ND 49.35 --762.89 08/23/05 ND 50.27 --761.97 03/15/06 ND 50.88 --761.36 08/28/06 ND 52.13 --760.11 02/15/07 ND 50.84 --761.40 08/08/07 ND 51.90 --760.34 02/06/08 ND 52.59 --759.65 08/12/08 ND 52.99 --759.25 02/26/09 ND 52.52 --759.72 08/03/09 ND 52.91 --759.33 02/22/10 ND 51.54 --760.70 08/18/10 ND 51.05 --761.19 02/17/11 ND 51.74 --760.50 08/16/11 ND 52.19 --760.05 04/23/12 ND 51.90 --760.34 10/12/12 ND 53.73 --758.51 04/10/13 ND 53.68 --758.56 08/06/13 ND 53.09 --759.15 11/15/13 ND 53.10 --759.14 04/17/14 ND 52.19 --760.05 08/26/14 ND 52.12 --760.12 08/07/15 ND 53.42 --758.82 09/02/15 Dry Dry ---- 08/25/16 ND 52.12 --760.12 03/23/17 ND 52.37 --759.87 08/14/17 ND 52.56 --759.68 08/27/18 ND 54.05 --758.19 09/11/18 Dry Dry ---- 12/17/18 ND 52.50 --759.74 03/21/19 ND 50.50 --761.74 06/14/19 ND 49.20 --763.04 08/13/19 ND 45.76 --766.48 02/23/20 ND 49.58 --762.66 08/11/20 ND 48.05 --764.19 02/22/21 ND 47.48 --764.76 03/22/21 ND 47.31 --764.93 08/17/21 ND 47.13 --765.11 11/17/21 ND 48.67 --763.57 02/16/22 ND 49.73 --762.51 05/15/22 ND 50.19 --762.05 10/18/22 ND 50.78 --761.46 2W10 812.24 Page 8 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 08/25/16 ND 47.56 --754.07 03/23/17 ND 47.43 --754.20 08/14/17 ND 48.25 --753.38 08/27/18 ND 49.20 --752.43 09/11/18 ND 49.68 --751.95 12/17/18 ND 47.12 --754.51 03/21/19 ND 43.81 --757.82 06/14/19 ND 42.74 --758.89 08/13/19 ND 43.39 --758.24 02/23/20 ND 44.44 --757.19 08/11/20 ND 43.12 --758.51 02/22/21 ND 41.98 --759.65 03/22/21 ND 41.35 --760.28 08/17/21 ND 42.86 --758.77 11/17/21 ND 45.18 --756.45 02/16/22 ND 44.43 --757.20 05/15/22 ND 44.58 --757.05 10/18/22 ND 46.87 --754.76 2W11 801.63 Page 9 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 28.12 --760.14 08/08/04 ND 29.73 --758.53 02/23/05 ND 31.33 --756.93 08/23/05 ND 31.70 --756.56 03/15/06 ND 33.38 --754.88 08/28/06 ND 33.82 --754.44 02/15/07 ND 32.88 --755.38 08/08/07 ND 32.93 --755.33 02/06/08 ND 35.52 --752.74 08/12/08 ND 35.33 --752.93 02/26/09 ND 35.43 --752.83 08/03/09 ND 34.22 --754.04 02/22/10 ND 33.37 --754.89 08/18/10 ND 32.35 --755.91 02/17/11 ND 34.38 --753.88 08/16/11 ND 34.66 --753.60 04/23/12 ND 34.39 --753.87 10/12/12 ND 35.74 --752.52 04/10/13 ND 35.06 --753.20 08/06/13 ND 34.33 --753.93 11/15/13 ND 34.56 --753.70 04/17/14 ND 33.75 --754.51 08/26/14 ND 33.47 --754.79 08/07/15 ND 35.88 --752.38 09/02/15 ND 36.24 --752.02 08/25/16 ND 31.78 --756.48 03/23/17 ND 33.59 --754.67 08/14/17 ND 32.37 --755.89 08/27/18 ND 34.70 --753.56 09/11/18 ND 34.83 --753.43 12/17/18 ND 33.44 --754.82 03/21/19 ND 30.48 --757.78 06/14/19 ND 29.11 --759.15 08/13/19 ND 28.96 --759.30 02/23/20 ND 31.16 --757.10 08/11/20 ND 28.13 --760.13 02/22/21 ND 27.33 --760.93 08/17/21 ND 27.42 --760.84 11/17/21 ND 29.61 --758.65 02/16/22 ND 31.04 --757.22 05/15/22 ND 31.05 --757.21 10/18/22 ND 32.50 --755.76 2W12 788.26 Page 10 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 49.30 --758.04 08/08/04 ND 51.64 --755.70 02/23/05 ND 51.78 --755.56 08/23/05 ND 52.86 --754.48 03/15/06 ND 53.27 --754.07 08/28/06 ND 54.79 --752.55 02/15/07 ND 52.98 --754.36 08/08/07 ND 54.60 --752.74 02/06/08 ND 55.03 --752.31 08/12/08 ND 56.07 --751.27 02/26/09 ND 54.76 --752.58 08/03/09 ND 55.45 --751.89 02/22/10 ND 53.15 --754.19 08/18/10 ND 53.54 --753.80 02/17/11 ND 54.22 --753.12 08/16/11 ND 54.81 --752.53 04/23/12 ND 53.77 --753.57 10/12/12 ND 55.94 --751.40 04/10/13 ND 55.21 --752.13 08/06/13 ND 55.09 --752.25 11/15/13 ND 55.37 --751.97 04/17/14 ND 53.79 --753.55 08/26/14 ND 54.98 --752.36 08/07/15 ND 55.66 --751.68 09/02/15 ND 56.62 --750.72 08/25/16 ND 52.65 --754.69 03/23/17 ND 52.31 --755.03 08/14/17 ND 53.18 --754.16 08/27/18 ND 54.24 --753.10 09/11/18 ND 54.43 --752.91 12/17/18 ND 51.93 --755.41 03/21/19 ND 49.20 --758.14 06/14/19 ND 47.81 --759.53 08/13/19 ND 48.64 --758.70 02/23/20 ND 49.57 --757.77 08/11/20 ND 48.27 --759.07 02/22/21 ND 47.32 --760.02 03/22/21 ND 46.89 --760.45 08/17/21 ND 48.14 --759.20 11/17/21 ND 50.62 --756.72 02/16/22 ND 49.84 --757.50 05/15/22 ND 50.83 --756.51 10/18/22 ND 52.34 --755.00 2W13 807.34 Page 11 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 49.40 49.80 0.40 760.45 08/08/04 ND 51.58 --758.35 02/23/05 51.46 51.89 0.43 758.38 08/23/05 53.43 54.24 0.81 756.34 03/15/06 51.85 51.97 0.12 758.06 08/28/06 54.08 54.23 0.15 755.82 02/15/07 ND 51.64 --758.29 08/08/07 57.21 57.27 0.06 752.71 02/06/08 53.28 53.62 0.34 756.58 08/12/08 58.55 58.88 0.33 751.31 02/26/09 52.68 52.93 0.25 757.20 08/03/09 58.61 58.63 0.02 751.32 02/22/10 ND 51.89 --758.04 08/18/10 ND 56.85 --753.08 02/17/11 ND 52.49 --757.44 08/16/11 ND 53.38 --756.55 04/23/12 ND 52.47 --757.46 10/12/12 ND 57.75 --752.18 04/10/13 ND 57.10 --752.83 08/06/13 ND 54.05 --755.88 11/15/13 ND 57.10 --752.83 04/17/14 ND 53.16 --756.77 08/26/14 ND 56.49 --753.44 08/07/15 ND 53.59 --756.34 09/02/15 ND 56.79 --753.14 08/25/16 ND 53.96 --755.97 03/23/17 ND 52.78 --757.15 08/14/17 ND 56.00 --753.93 08/27/18 54.05 54.30 0.25 755.83 12/17/18 ND 52.30 --757.63 03/21/19 ND 50.85 --759.08 06/14/19 ND 50.56 --759.37 08/13/19 ND 50.65 --759.28 02/23/20 ND 50.96 --758.97 08/11/20 ND 50.44 --759.49 02/22/21 ND 49.73 --760.20 03/22/21 ND 49.66 --760.27 06/02/21 ND 49.47 --760.46 08/17/21 ND 50.32 --759.61 11/17/21 ND 51.83 --758.10 02/16/22 ND 47.68 --762.25 05/15/22 ND 49.66 --760.27 10/18/22 ND 51.88 --758.05 2W14 809.93 Page 12 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 26.20 --760.80 08/08/04 ND 28.14 --758.86 02/23/05 ND 29.14 --757.86 08/23/05 ND 29.85 --757.15 03/15/06 ND 31.21 --755.79 08/28/06 ND 31.91 --755.09 02/15/07 ND 30.81 --756.19 08/08/07 ND 31.34 --755.66 02/06/08 ND 33.28 --753.72 08/12/08 ND 33.51 --753.49 02/26/09 ND 33.18 --753.82 08/03/09 ND 32.54 --754.46 02/22/10 ND 31.40 --755.60 08/18/10 ND 30.83 --756.17 02/17/11 ND 32.38 --754.62 08/16/11 ND 32.85 --754.15 04/23/12 ND 32.10 --754.90 10/12/12 ND 33.72 --753.28 04/10/13 ND 32.89 --754.11 08/06/13 ND 32.21 --754.79 11/15/13 ND 32.87 --754.13 04/17/14 ND 31.35 --755.65 08/26/14 ND 31.79 --755.21 08/07/15 ND 33.99 --753.01 09/02/15 ND 34.43 --752.57 08/25/16 ND 32.30 --754.70 03/23/17 ND 33.17 --753.83 08/14/17 ND 32.78 --754.22 08/27/18 ND 34.73 --752.27 09/11/18 ND 34.89 --752.11 12/17/18 ND 32.87 --754.13 03/21/19 ND 29.35 --757.65 06/14/19 ND 28.40 --758.60 08/13/19 ND 28.74 --758.26 02/23/20 ND 29.48 --757.52 08/11/20 ND 28.08 --758.92 02/22/21 ND 26.74 --760.26 03/22/21 ND 25.97 --761.03 08/17/21 ND 27.67 --759.33 11/17/21 ND 29.74 --757.26 02/16/22 ND 31.76 --755.24 05/15/22 ND 30.54 --756.46 10/18/22 ND 32.31 --754.69 2W17 787.00 Page 13 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 24.08 --758.50 08/08/04 ND 26.32 --756.26 02/23/05 ND 26.76 --755.82 08/23/05 ND 27.68 --754.90 03/15/06 ND 28.63 --753.95 08/28/06 ND 29.58 --753.00 02/15/07 ND 28.27 --754.31 08/08/07 ND 29.42 --753.16 02/06/08 ND 30.67 --751.91 08/12/08 ND 31.15 --751.43 02/26/09 ND 30.37 --752.21 08/03/09 ND 30.38 --752.20 02/22/10 ND 28.60 --753.98 08/18/10 ND 28.84 --753.74 02/17/11 ND 29.91 --752.67 08/16/11 ND 30.46 --752.12 04/23/12 ND 29.32 --753.26 10/12/12 ND 31.21 --751.37 04/10/13 ND 20.35 --762.23 08/06/13 ND 29.86 --752.72 11/15/13 ND 30.67 --751.91 04/17/14 ND 28.94 --753.64 08/26/14 ND 29.86 --752.72 08/07/15 ND 31.52 --751.06 09/02/15 ND 32.03 --750.55 03/23/17 ND 29.16 --753.42 08/14/17 ND 29.51 --753.07 08/27/18 ND 30.90 --751.68 09/11/18 ND 31.13 --751.45 12/17/18 ND 28.58 --754.00 03/21/19 ND 24.96 --757.62 06/14/19 ND 24.44 --758.14 08/13/19 ND 25.09 --757.49 02/23/20 ND 25.52 --757.06 08/11/20 ND 24.66 --757.92 02/22/21 ND 23.12 --759.46 03/22/21 ND 22.20 --760.38 08/17/21 ND 24.84 --757.74 11/17/21 ND 26.69 --755.89 02/16/22 ND 27.30 --755.28 05/15/22 ND 26.73 --755.85 10/18/22 ND 28.57 --754.01 2W18 782.58 Page 14 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 35.21 --763.30 08/08/04 ND 36.79 --761.72 02/23/05 ND 38.35 --760.16 08/23/05 ND 38.78 --759.73 03/15/06 ND 40.16 --758.35 08/28/06 ND 41.08 --757.43 02/15/07 ND 40.03 --758.48 08/08/07 ND 40.10 --758.41 02/06/08 ND 42.19 --756.32 08/12/08 ND 42.49 --756.02 02/26/09 ND 42.88 --755.63 08/03/09 ND 41.69 --756.82 02/22/10 ND 41.42 --757.09 08/18/10 ND 39.08 --759.43 02/17/11 ND 40.96 --757.55 08/16/11 ND 41.72 --756.79 04/23/12 ND 42.03 --756.48 10/12/12 ND 43.02 --755.49 04/10/13 ND 43.00 --755.51 08/06/13 ND 42.04 --756.47 11/15/13 ND 41.96 --756.55 04/17/14 ND 41.76 --756.75 08/26/14 ND 40.78 --757.73 08/07/15 ND 43.36 --755.15 09/02/15 ND 43.65 --754.86 08/25/16 ND 37.51 --761.00 03/23/17 ND 39.08 --759.43 08/14/17 ND 38.46 --760.05 08/27/18 ND 40.65 --757.86 09/11/18 ND 40.55 --757.96 12/17/18 ND 40.02 --758.49 03/21/19 ND 37.61 --760.90 06/14/19 ND 35.11 --763.40 08/13/19 ND 34.83 --763.68 02/23/20 ND 36.28 --762.23 08/11/20 ND 34.06 --764.45 02/22/21 ND 33.36 --765.15 08/17/21 ND 33.01 --765.50 11/17/21 ND 34.72 --763.79 02/16/22 ND 36.16 --762.35 05/15/22 ND 36.68 --761.83 10/18/22 ND 38.09 --760.42 2W19 798.51 Page 15 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 35.60 --759.65 08/08/04 ND 37.46 --757.79 02/23/05 ND 38.17 --757.08 08/23/05 ND 38.82 --756.43 03/15/06 ND 39.74 --755.51 08/28/06 ND 40.49 --754.76 02/15/07 ND 39.41 --755.84 08/08/07 ND 40.27 --754.98 02/06/08 ND 41.36 --753.89 08/12/08 ND 41.97 --753.28 02/26/09 ND 41.14 --754.11 08/03/09 ND 41.31 --753.94 02/22/10 ND 39.75 --755.50 08/18/10 ND 39.81 --755.44 02/17/11 ND 40.78 --754.47 08/16/11 ND 41.44 --753.81 04/23/12 ND 40.27 --754.98 10/12/12 ND 41.89 --753.36 04/10/13 ND 41.02 --754.23 08/06/13 ND 40.73 --754.52 11/15/13 ND 41.43 --753.82 04/17/14 ND 40.11 --755.14 08/26/14 ND 46.50 --748.75 08/07/15 ND 42.22 --753.03 09/02/15 ND 42.55 --752.70 08/25/16 ND 40.29 --754.96 03/23/17 ND 41.10 --754.15 08/14/17 ND 40.84 --754.41 08/27/18 ND 42.19 --753.06 09/11/18 ND 42.33 --752.92 12/17/18 ND 40.49 --754.76 03/21/19 ND 36.91 --758.34 06/14/19 ND 36.21 --759.04 08/13/19 ND 36.77 --758.48 02/23/20 ND 38.03 --757.22 08/11/20 ND 36.27 --758.98 02/22/21 ND 35.49 --759.76 08/17/21 ND 36.48 --758.77 11/17/21 ND 38.79 --756.46 02/16/22 ND 39.60 --755.65 05/15/22 ND 39.09 --756.16 10/18/22 ND 40.58 --754.67 2W21 795.25 Page 16 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 41.70 --759.32 08/08/04 ND 43.34 --757.68 02/23/05 ND 43.18 --757.84 08/23/05 ND 43.93 --757.09 03/15/06 ND 44.16 --756.86 08/28/06 ND 44.97 --756.05 02/15/07 ND 43.75 --757.27 08/08/07 ND 45.04 --755.98 02/06/08 ND 45.29 --755.73 08/12/08 ND 46.15 --754.87 02/26/09 ND 45.09 --755.93 08/03/09 ND 45.57 --755.45 02/22/10 ND 43.58 --757.44 08/18/10 ND 44.59 --756.43 02/17/11 ND 44.89 --756.13 08/16/11 ND 45.58 --755.44 04/23/12 ND 44.46 --756.56 10/12/12 ND 45.85 --755.17 04/10/13 ND 45.13 --755.89 08/06/13 ND 45.19 --755.83 11/15/13 ND 45.66 --755.36 04/17/14 ND 44.33 --756.69 08/26/14 ND 45.22 --755.80 08/07/15 ND 46.12 --754.90 09/02/15 ND 46.50 --754.52 08/25/16 ND 45.06 --755.96 03/23/17 ND 45.39 --755.63 08/14/17 ND 45.42 --755.60 08/27/18 ND 46.28 --754.74 09/11/18 ND 46.38 --754.64 12/17/18 ND 44.56 --756.46 03/21/19 ND 42.66 --758.36 06/14/19 ND 42.48 --758.54 08/13/19 ND 42.92 --758.10 02/23/20 ND 43.24 --757.78 08/11/20 ND 42.61 --758.41 02/22/21 ND 41.77 --759.25 03/22/21 ND 41.42 --759.60 08/17/21 ND 42.86 --758.16 11/17/21 ND 44.21 --756.81 02/16/22 ND 44.60 --756.42 05/15/22 ND 44.29 --756.73 10/18/22 ND 45.05 --755.97 2W22 801.02 Page 17 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 03/16/04 ND 27.81 --758.63 08/08/04 ND 28.19 --758.25 02/23/05 ND 27.74 --758.70 08/23/05 ND 28.51 --757.93 03/15/06 ND 28.33 --758.11 08/28/06 ND 29.12 --757.32 02/15/07 ND 27.88 --758.56 08/08/07 ND 29.36 --757.08 02/06/08 ND 28.98 --757.46 08/12/08 ND 30.10 --756.34 02/26/09 ND 28.87 --757.57 08/03/09 ND 29.56 --756.88 02/22/10 ND 27.35 --759.09 08/18/10 ND 28.98 --757.46 02/17/11 ND 28.85 --757.59 08/16/11 ND 29.65 --756.79 04/23/12 ND 28.42 --758.02 10/12/12 ND 29.51 --756.93 04/10/13 ND 28.71 --757.73 08/06/13 ND 29.08 --757.36 11/15/13 ND 29.35 --757.09 04/17/14 ND 27.92 --758.52 08/26/14 ND 29.36 --757.08 08/07/15 ND 29.82 --756.62 09/02/15 ND 30.24 --756.20 08/25/16 ND 29.08 --757.36 03/23/17 ND 29.06 --757.38 08/14/17 ND 28.38 --758.06 08/27/18 ND 29.85 --756.59 09/11/18 ND 29.78 --756.66 12/17/18 ND 27.99 --758.45 03/21/19 ND 26.68 --759.76 06/14/19 ND 27.24 --759.20 08/13/19 ND 28.93 --757.51 02/23/20 ND 27.19 --759.25 08/11/20 ND 27.59 --758.85 02/22/21 ND 26.21 --760.23 03/22/21 ND 26.12 --760.32 08/17/21 ND 27.99 --758.45 11/17/21 ND 28.66 --757.78 02/16/22 ND 28.49 --757.95 05/15/22 ND 28.32 --758.12 10/18/22 ND 28.91 --757.53 2W23 786.44 Page 18 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 02/22/21 46.59 47.22 0.63 762.89 06/02/21 45.34 46.58 1.24 764.02 07/19/21 45.25 45.40 0.15 764.33 08/17/21 44.40 44.44 0.04 765.20 09/23/21 ND 44.99 --764.62 11/01/21 ND 46.75 --762.86 11/17/21 ND 46.94 --762.67 12/16/21 ND 48.60 --761.01 02/16/22 ND 48.89 --760.72 05/15/22 ND 49.46 --760.15 10/18/22 ND 50.70 --758.91 02/22/21 43.78 43.86 0.08 762.73 06/02/21 ND 42.84 --763.69 07/19/21 ND 38.33 --768.20 08/17/21 ND 42.50 --764.03 09/23/21 ND 44.40 --762.13 11/01/21 ND 45.90 --760.63 11/17/21 ND 46.76 --759.77 12/16/21 ND 44.94 --761.59 02/16/22 42.25 42.28 0.03 764.27 05/15/22 ND 41.90 --764.63 10/18/22 ND 52.73 --753.80 02/22/21 48.46 49.05 0.59 760.04 06/02/21 47.54 48.22 0.68 760.94 07/19/21 48.02 48.69 0.67 760.47 08/17/21 48.85 49.92 1.07 759.56 09/23/21 48.66 50.21 1.55 759.65 11/01/21 51.51 53.28 1.77 756.76 11/17/21 54.20 54.97 0.77 754.27 12/16/21 56.29 56.32 0.03 752.32 02/16/22 49.73 49.80 0.07 758.88 05/15/22 57.80 57.82 0.02 750.82 10/18/22 ND 55.25 --753.37 02/22/21 ND 47.15 --762.42 03/22/21 ND 46.95 --762.62 06/02/21 ND 46.55 --763.02 07/19/21 ND 44.81 --764.76 08/17/21 ND 46.79 --762.78 11/01/21 ND 46.45 --763.12 11/17/21 ND 48.49 --761.08 02/16/22 ND 48.66 --760.91 05/15/22 ND 46.74 --762.83 10/18/22 ND 49.30 --760.27 2W25 809.61 2W26 806.53 2W27 808.62 2W28 809.57 Page 19 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 02/22/21 ND 50.46 --757.44 03/22/21 ND 50.20 --757.70 06/02/21 ND 49.71 --758.19 07/19/21 ND 50.12 --757.78 08/17/21 ND 48.07 --759.83 11/01/21 ND 49.48 --758.42 11/17/21 ND 49.93 --757.97 02/16/22 ND 45.65 --762.25 05/15/22 ND 51.48 --756.42 10/18/22 ND 50.92 --756.98 02/22/21 ND 49.26 --760.17 03/22/21 ND 48.48 --760.95 08/17/21 ND 49.87 --759.56 11/17/21 ND 51.36 --758.07 02/16/22 ND 50.72 --758.71 05/15/22 ND 51.48 --757.95 10/18/22 ND 52.54 --756.89 03/23/17 ND 52.51 --756.44 08/14/17 ND 54.20 --754.75 08/27/18 ND 54.13 --754.82 12/17/18 ND 51.66 --757.29 03/21/19 ND 50.05 --758.90 06/14/19 ND 50.00 --758.95 08/13/19 ND 50.05 --758.90 02/23/20 ND 50.42 --758.53 08/11/20 ND 49.84 --759.11 02/22/21 ND 49.04 --759.91 03/22/21 ND 49.04 --759.91 08/17/21 ND 49.84 --759.11 11/17/21 ND 52.96 --755.99 02/16/22 ND 41.52 --767.43 05/15/22 ND 58.52 --750.43 10/18/22 ND 49.90 --759.05 08/11/20 ND 47.38 --763.16 03/22/21 ND 46.41 --764.13 08/17/21 ND 45.92 --764.62 11/17/21 ND 47.51 --763.03 02/16/22 ND 48.51 --762.03 05/15/22 ND 48.93 --761.61 10/18/22 ND Dry --Dry AS4 810.54 2W29 807.90 DW1 809.43 AS1 808.95 Page 20 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) Table 4 Historical Groundwater Elevation Data Products (SE) Pipe Line Corporation - Guilford Greene Site Greensboro, Guilford County, North Carolina 2617 Quaker Landing Road 08/11/20 ND 36.04 --758.49 03/22/21 ND 33.83 --760.70 08/17/21 ND 35.91 --758.62 11/17/21 ND 37.97 --756.56 02/16/22 ND 38.55 --755.98 05/15/22 ND 38.24 --756.29 10/18/22 ND 40.05 --754.48 08/11/20 ND 38.62 --758.35 03/22/21 ND 36.58 --760.39 08/17/21 ND 38.68 --758.29 11/17/21 ND 40.65 --756.32 02/16/22 ND 41.03 --755.94 05/15/22 ND 40.59 --756.38 10/18/22 ND 42.52 --754.45 08/11/20 ND 47.63 --759.63 03/22/21 ND 46.82 --760.44 08/17/21 ND 47.68 --759.58 11/17/21 ND 49.55 --757.71 02/16/22 ND 50.40 --756.86 05/15/22 ND 50.38 --756.88 10/18/22 ND 50.97 --756.29 Notes: ¹ Corrected Groundwater Elevation = (TOC Elevation - Depth to Groundwater) + (LNAPL Thickness*0.80) Specific Gravity of LNAPL = 0.80 amsl = above mean sea level btoc = below top of casing LNAPL = light non-aqueous phase liquid ND = not detected NS = not surveyed AS9 794.53 AS10 796.97 AS13 807.26 Page 21 of 21 Well ID Date Top of Casing Elevation (feet amsl) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Corrected Groundwater Elevation¹ (feet amsl) 07/13/22 ND 47.89 0.00 759.82 08/15/22 ND 46.81 0.00 760.90 09/13/22 ND 46.63 0.00 761.08 11/15/22 ND 47.10 0.00 760.61 12/28/22 ND 46.25 0.00 761.46 07/13/22 ND 50.68 0.00 758.93 08/15/22 ND 48.50 0.00 761.11 09/13/22 ND 48.05 0.00 761.56 11/15/22 ND 46.50 0.00 763.11 12/28/22 ND 53.05 0.00 756.56 07/13/22 ND 51.40 0.00 755.13 08/15/22 ND 51.60 0.00 754.93 09/13/22 ND 51.50 0.00 755.03 11/15/22 ND 51.50 0.00 755.03 12/28/22 ND 44.75 0.00 761.78 07/13/22 ND 54.15 0.00 754.47 08/15/22 ND 50.60 0.00 758.02 09/13/22 ND 53.90 0.00 754.72 11/15/22 ND 55.40 0.00 753.22 12/28/22 ND 55.70 0.00 752.92 Notes: amsl = above mean sea level btoc = below top of casing ND = not detected LNAPL = light non-aqueous phase liquid 2W25 809.61 2W26 806.53 2W27 808.62 2W6 807.71 Table 5 LNAPL Gauging Data Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina Well ID Date Temperature (oC)pH Specific Conductance (mS/cm) Dissolved Oxygen (mg/L) Oxidation Reduction Potential (mV)DW1 10/19/22 14.77 6.78 0.314 1.56 154.0 2W1 10/19/22 13.81 7.86 0.155 6.42 215.0 2W3 10/19/22 15.89 5.21 0.060 9.67 236.0 2W4 10/19/22 15.20 5.31 0.034 7.58 234.0 2W6 10/19/22 18.38 6.68 0.204 8.95 41.0 2W7 10/19/22 15.56 5.29 0.037 5.11 259.0 2W9 10/19/22 15.02 5.63 0.062 5.48 241.0 2W10 10/19/22 15.23 5.56 0.131 9.80 177.0 2W11 10/19/22 15.83 5.45 0.089 2.23 100.0 2W13 10/19/22 16.38 5.18 0.046 5.53 264.0 2W14 10/19/22 16.07 5.58 0.133 1.94 91.0 2W17 10/19/22 15.31 5.33 0.105 4.11 224.0 2W18 10/19/22 14.59 5.34 0.088 3.90 190.0 2W22 10/19/22 15.65 5.58 0.102 5.00 205.0 2W23 10/19/22 14.45 5.63 0.113 5.16 239.0 2W25 10/19/22 16.85 6.11 0.229 5.70 -3.0 2W26 10/19/22 NA NA NA NA NA 2W27 10/19/22 NA NA NA NA NA 2W28 10/19/22 NA NA NA NA NA 2W29 10/19/22 16.49 6.14 0.090 2.67 11.0 AS1 10/19/22 15.25 6.51 0.103 5.76 -58.0 AS9 10/19/22 15.96 5.90 0.342 1.28 102.0 AS10 10/19/22 16.02 6.17 0.541 1.72 -24.0 AS13 10/19/22 16.65 5.23 0.087 2.81 238.0 Notes: pH is measured in standard units oC = degrees Celsius mS/cm = milliSiemens per centimeter mg/L = milligrams per liter mV = millivolts NA = not available Table 6 Groundwater Quality Field Data Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina Page 1 of 1 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 01/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/94 <1.0 1.0 <1.0 <1.0 <1.0 04/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/01/96 <1.0 3.7 <1.0 2.0 5.6 04/01/96 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 06/01/97 <0.5 <1.0 <1.0 <2.0 NA 08/01/97 <0.5 <1.0 <1.0 <2.0 NA 12/01/97 <1.0 <1.0 <1.0 2.4 NA 03/01/98 <1.0 <1.0 <1.0 <1.0 NA 08/01/98 <1.0 <1.0 <1.0 <1.0 NA 03/01/99 <1.0 <1.0 <1.0 <1.0 <1.0 11/01/01 <1.0 <1.0 <1.0 <2.0 <8.0 08/02/02 <1.0 <1.0 <1.0 <2.0 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 <0.21 08/28/06 <0.2 <0.19 <0.16 <0.24 <0.21 08/07/07 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 <0.19 <0.16 0.68 J <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 <0.21 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/12/12 <0.21 <0.27 <0.2 <0.2 <0.2 08/07/13 <0.21 <0.27 0.39 J <0.2 <0.2 08/28/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/02/15 <0.21 <0.21 <0.27 <0.39 <0.28 08/25/16 <0.21 <0.21 <0.27 <0.39 <0.28 08/14/17 <0.21 <0.29 <0.37 <0.39 <0.65 09/11/18 <0.23 <0.23 <0.23 <0.39 <0.21 12/18/18 <0.23 0.87 U <0.23 0.79 J <0.21 03/22/19 <0.23 <0.23 <0.23 <0.39 <0.21 06/19/19 <0.23 0.42 U <0.23 <0.39 <0.21 08/15/19 <0.23 1.8 U <0.23 <0.39 <0.21 08/11/20 <0.23 0.53 U <0.23 <0.39 <0.21 03/22/21 <0.23 <0.23 <0.23 <0.39 <0.21 08/17/21 <0.23 0.71 U <0.23 <0.39 <0.21 11/18/21 <0.23 <0.23 <0.23 <0.39 <0.21 02/17/22 <0.23 <0.23 <0.23 <0.39 <0.21 05/15/22 <0.23 <0.23 <0.23 <0.39 <0.21 10/19/22 <0.23 <0.23 <0.23 <0.39 <0.21 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 2W1 Page 1 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 01/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/94 <1.0 4.0 <1.0 6.0 <1.0 04/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/96 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 08/01/98 <1.0 <1.0 <1.0 <1.0 NA 03/01/99 <1.0 <1.0 <1.0 <1.0 <1.0 03/01/00 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/00 <1.0 <1.0 <1.0 <1.0 <8.0 02/01/01 <1.0 <1.0 <1.0 <1.0 <8.0 11/01/01 <1.0 <1.0 <1.0 <2.0 <8.0 08/02/02 <1.0 <1.0 <1.0 <2.0 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 <0.21 08/28/06 <0.2 <0.19 <0.16 <0.24 <0.21 08/07/07 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 <0.19 <0.16 <0.24 <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 <0.21 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/12/12 <0.21 0.39 J <0.2 0.9 J <0.2 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/02/15 <0.21 <0.21 <0.27 <0.39 <0.28 08/25/16 <0.21 <0.21 <0.27 <0.39 <0.28 08/15/17 <0.21 <0.29 <0.37 <0.39 <0.65 09/11/18 <0.23 <0.23 <0.23 <0.39 <0.21 12/18/18 <0.23 <0.23 <0.23 <0.39 <0.21 03/22/19 <0.23 <0.23 <0.23 <0.39 <0.21 06/19/19 <0.23 0.35 U <0.23 <0.39 <0.21 08/14/19 <0.23 0.75 U <0.23 <0.39 <0.21 08/11/20 <0.23 0.47 U <0.23 <0.39 <0.21 03/22/21 <0.23 <0.23 <0.23 <0.39 <0.21 08/17/21 <0.23 1.6 U <0.23 1.2 U <0.21 11/18/21 <0.23 <0.23 <0.23 <0.39 <0.21 02/16/22 <0.23 <0.23 <0.23 <0.39 <0.21 05/15/22 <0.23 <0.23 <0.23 <0.39 <0.21 10/19/22 <0.23 <0.23 <0.23 <0.39 <0.21 2W3 Page 2 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 04/01/94 <1.0 2.0 <1.0 <1.0 12 10/01/94 3.0 8.0 <1.0 4.0 37 04/01/95 2.0 1.6 <1.0 <1.0 16 07/01/95 <1.0 <1.0 <1.0 <1.0 10 10/01/95 3.8 3.5 <1.0 1.8 26 01/01/96 2.1 1.5 <1.0 <1.0 5.7 07/01/96 2.6 1.6 <1.0 <2.0 NA 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 06/01/97 1.0 3.0 <1.0 5.5 NA 08/01/97 <0.5 <1.0 <1.0 <2.0 NA 12/01/97 <1.0 <1.0 <1.0 <1.0 NA 03/01/98 <1.0 <1.0 <1.0 <1.0 NA 08/01/98 <1.0 <1.0 <1.0 <1.0 NA 03/01/99 1.4 18 <1.0 28 <1.0 08/01/99 <1.0 <1.0 <1.0 <1.0 <8.0 03/01/00 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/00 <1.0 <1.0 <1.0 <1.0 58 02/01/01 <1.0 <1.0 <1.0 <1.0 <8.0 11/01/01 <1.0 <1.0 <1.0 <2.0 <8.0 08/03/03 <2.2 <1.0 <1.0 12 2.4 J 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 1.0 J 3.7 08/28/06 <0.2 <0.19 <0.16 <0.24 2.8 08/07/07 <0.2 <0.19 <0.16 <0.24 4.0 08/08/08 <0.2 <0.19 <0.16 <0.24 4.7 08/03/09 <0.2 <0.37 <0.16 <0.24 4.6 J 08/18/10 <0.19 <0.2 <0.18 <0.49 1.4 08/16/11 <0.19 <0.26 <0.33 <0.2 2.8 08/12/12 <0.21 0.63 J <0.2 1.25 J 0.82 J 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/03/15 <0.21 <0.21 <0.27 <0.39 <0.28 08/25/16 <0.21 <0.21 <0.27 <0.39 <0.28 08/15/17 <0.21 <0.29 <0.37 <0.39 <0.65 09/11/18 <0.23 <0.23 <0.23 <0.39 <0.21 12/18/18 <0.23 <0.23 <0.23 <0.39 <0.21 03/22/19 <0.23 <0.23 <0.23 <0.39 <0.21 06/19/19 <0.23 <0.23 <0.23 <0.39 <0.21 08/14/19 <0.23 0.45 U <0.23 0.59 J <0.21 08/11/20 <0.23 0.44 U <0.23 <0.39 <0.21 03/22/21 <0.23 <0.23 <0.23 <0.39 <0.21 08/17/21 <0.23 0.98 U <0.23 <0.39 <0.21 11/18/21 32.1 2.3 0.87 J 6 0.86 J 02/17/22 12.6 0.47 J 0.42 J 3.2 90.2 05/15/22 33.3 0.33 U <0.23 4.3 286 10/19/22 50.2 2.2 J <1.1 9.7 J 745 2W6 10/19/22 9.3 J 2,570 J 3,270 J 12,500 J <0.21 UJ 2W4 Page 3 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 04/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/94 1.0 <1.0 <1.0 <1.0 4.0 07/01/96 3.3 <1.0 <1.0 <2.0 NA 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 06/01/97 0.9 6.4 1.3 9.9 NA 08/01/97 <0.5 <1.0 <1.0 <2.0 NA 12/01/97 <1.0 <1.0 <1.0 <1.0 NA 03/01/98 <1.0 <1.0 <1.0 <1.0 NA 08/01/98 <1.0 <1.0 <1.0 1.1 NA 03/01/99 <1.0 <1.0 <1.0 <1.0 2.3 08/01/99 <1.0 <1.0 <1.0 <1.0 9.9 03/01/00 <1.0 <1.0 <1.0 <1.0 40 08/01/00 <1.0 <1.0 <1.0 <1.0 94 02/01/01 <1.0 <1.0 <1.0 <1.0 11 J 08/02/02 <1.0 <1.0 <1.0 <2.0 3.8 08/03/03 <1.0 <1.0 <1.0 <1.0 15 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 0.8 J 08/28/06 <0.2 <0.19 <0.16 <0.24 0.64 J 08/07/07 <0.2 <0.19 <0.16 <0.24 1.8 08/08/08 <0.2 <0.19 <0.16 <0.24 <0.21 08/04/09 <0.2 <0.37 <0.16 0.7 J 0.82 J 08/18/10 <0.19 <0.2 <0.18 <0.49 0.96 J 08/16/11 <0.19 <0.26 <0.33 <0.2 0.8 J 08/14/12 <0.21 0.37 J <0.2 0.54 J 0.59 J 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/03/15 0.62 U 0.49 U <0.27 0.52 J 0.31 J 08/25/16 <0.21 <0.21 <0.27 <0.39 0.65 J 08/15/17 <0.21 <0.29 <0.37 <0.39 <0.65 09/11/18 <0.23 <0.23 <0.23 <0.39 0.35 J 08/14/19 <0.23 1.2 U <0.23 <0.39 0.23 J 08/11/20 <0.23 0.42 U <0.23 <0.39 <0.21 03/22/21 <0.23 <0.23 <0.23 <0.39 <0.21 08/17/21 <0.23 1.3 U <0.23 <0.39 <0.21 11/18/21 17.6 25.8 2.4 9.4 <0.21 02/17/22 2.0 9.2 1.6 9.0 0.55 J 05/15/22 12.5 52.5 6.0 33.4 7.5 10/19/22 1.7 12.5 3.0 19.7 8.7 2W7 Page 4 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 01/01/94 1.0 1.0 <1.0 4.0 2.0 04/01/94 <1.0 2.0 <1.0 2.0 <1.0 07/01/94 <1.0 <1.0 <1.0 <1.0 4.0 10/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/95 <1.0 <1.0 <1.0 <1.0 1.5 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 07/01/97 1.3 10 1.1 10 NA 08/01/97 <0.5 <1.0 <1.0 <2.0 NA 12/01/97 <1.0 <1.0 <1.0 <1.0 NA 03/01/98 <1.0 <1.0 <1.0 <1.0 NA 08/02/02 <1.0 <1.0 <1.0 <2.0 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 <0.21 08/28/06 <0.2 <0.19 <0.16 <0.24 <0.21 08/07/07 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 <0.19 <0.16 0.54 J <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 <0.21 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/14/12 <0.21 <0.27 <0.2 <0.2 <0.2 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 08/25/16 <0.21 <0.21 <0.27 <0.39 <0.28 08/15/17 <0.21 <0.29 <0.37 <0.39 <0.65 08/14/19 <0.23 1.5 U <0.23 <0.39 <0.21 2W8 Page 5 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 04/01/94 72 160 16 380 210 07/01/94 220 320 25 560 300 10/01/94 1,200 14,000 2,500 22,000 710 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 12/01/96 1,600 730 83 700 NA 06/01/97 <50 1,900 600 8,900 NA 08/01/97 3.8 61 21 530 NA 12/01/97 <1.0 3.3 <1.0 16 NA 03/01/98 <1.0 <1.0 <1.0 1.1 NA 08/01/99 <1.0 <1.0 <1.0 1.0 <8.0 03/01/00 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/00 1.9 7.9 8.6 34.0 <8.0 08/28/06 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 <0.19 <0.16 <0.24 <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 <0.21 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/14/12 <0.21 <0.27 <0.2 <0.2 <0.2 08/25/16 <0.21 <0.21 <0.27 1.2 J <0.28 08/11/20 <0.23 0.47 U <0.23 <0.39 <0.21 UJ 03/22/21 <0.23 <0.23 <0.23 <0.39 <0.21 08/18/21 <0.23 0.69 U <0.23 <0.39 <0.21 11/18/21 <0.23 <0.23 <0.23 <0.39 <0.21 02/17/22 <0.23 <0.23 <0.23 <0.39 <0.21 05/15/22 <0.23 <0.23 <0.23 <0.39 <0.21 10/19/22 <0.23 <0.23 <0.23 <0.39 UJ <0.21 2W9 Page 6 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 01/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/96 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 08/01/98 <1.0 <1.0 <1.0 <1.0 NA 03/01/99 <1.0 <1.0 <1.0 <1.0 <1.0 08/01/99 <1.0 <1.0 <1.0 <1.0 <8.0 03/01/00 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/00 <1.0 <1.0 <1.0 <1.0 <8.0 02/01/01 <1.0 <1.0 <1.0 <2.0 <8.0 11/01/01 <1.0 <1.0 <1.0 <2.0 <8.0 08/02/02 <1.0 <1.0 <1.0 <2.0 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 <0.21 08/28/06 <0.2 <0.19 <0.16 <0.24 <0.21 08/07/07 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 <0.19 <0.16 <0.24 <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 <0.21 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/14/12 <0.21 <0.27 <0.2 <0.2 <0.2 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/28/14 <0.21 <0.21 <0.27 <0.63 <0.28 08/25/16 <0.21 <0.21 <0.27 <0.39 <0.28 08/14/17 <0.21 0.31 U <0.37 <0.39 <0.65 08/14/19 <0.23 1.7 U <0.23 <0.39 <0.21 08/11/20 <0.23 0.52 U <0.23 <0.39 <0.21 03/23/21 <0.23 <0.23 <0.23 <0.39 <0.21 08/17/21 <0.23 0.71 U <0.23 <0.39 <0.21 11/18/21 <0.23 <0.23 <0.23 <0.39 <0.21 02/17/22 <0.23 <0.23 <0.23 <0.39 <0.21 05/15/22 <0.23 <0.23 <0.23 <0.39 <0.21 10/19/22 <0.23 <0.23 <0.23 0.58 J <0.21 04/01/94 270 150 6.0 170 98 07/01/94 400 150 <1.0 190 130 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 06/01/97 4.5 3.1 1.1 7.2 NA 03/01/98 470 330 180 710 NA 08/25/16 <0.21 <0.21 <0.27 <0.39 0.99 J 08/15/17 <0.21 0.42 U 2.5 3.9 1.5 09/11/18 <0.23 <0.23 <0.23 <0.39 0.43 J 08/14/19 <0.23 0.26 U <0.23 <0.39 <0.21 08/11/20 <0.23 10.1 49.1 135 <0.21 03/23/21 1.4 100 653 2,250 <0.21 08/18/21 <0.23 10.2 U 44.5 252 <0.21 11/18/21 <0.23 0.28 U 7.6 26.9 <0.21 02/16/22 <0.23 0.36 J 5 16.2 0.25 J 05/16/22 <0.23 0.40 U 5.8 14.1 0.42 J 10/19/22 <0.23 <0.23 0.28 J 1.0 J 0.26 J 2W11 2W10 Page 7 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 01/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/94 1.0 <1.0 <1.0 <1.0 <1.0 10/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 03/01/99 <1.0 <1.0 <1.0 <1.0 <1.0 08/02/02 <1.0 <1.0 <1.0 <2.0 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 <0.21 08/28/06 <0.2 <0.19 <0.16 <0.24 <0.21 08/07/07 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 <0.19 <0.16 <0.24 <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 <0.21 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/14/12 <0.21 <0.27 <0.2 <0.2 <0.2 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/02/15 <0.21 <0.21 <0.27 <0.39 <0.28 08/25/16 <0.21 <0.21 <0.27 <0.39 <0.28 08/14/17 <0.21 <0.29 <0.37 <0.39 <0.65 09/11/18 <0.23 <0.23 <0.23 <0.39 <0.21 08/14/19 <0.23 1.5 U <0.23 <0.39 <0.21 2W12 Page 8 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 04/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/94 <1.0 2.0 <1.0 6.0 2.0 07/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 06/01/97 <0.5 <1.0 <1.0 <2.0 NA 08/01/97 <0.5 <1.0 <1.0 <2.0 NA 03/01/98 <1.0 <1.0 1.2 3.2 NA 08/01/98 <1.0 <1.0 <1.0 <1.0 NA 03/01/99 <1.0 <1.0 <1.0 <1.0 41 08/03/03 <1.0 <1.0 <1.0 <1.0 1.4 J 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 1.2 3.8 08/28/06 <0.2 <0.19 <0.16 <0.24 3.9 08/07/07 <0.2 <0.19 <0.16 <0.24 5.3 08/08/08 <0.2 <0.19 <0.16 <0.24 4.8 08/04/09 <0.2 <0.37 <0.16 <0.24 6.1 08/18/10 <0.19 <0.2 <0.18 <0.49 7.3 08/16/11 <0.19 <0.26 <0.33 <0.2 4.8 08/14/12 <0.21 <0.27 <0.2 <0.2 3.4 J 08/07/13 <0.21 <0.27 <0.2 <0.2 2.8 08/28/14 <0.21 <0.21 <0.27 <0.63 2.8 09/02/15 0.3 U 0.23 U <0.27 <0.39 1.6 08/25/16 <0.21 <0.21 <0.27 <0.39 1.1 08/14/17 <0.21 <0.29 <0.37 <0.39 0.77 J 09/11/18 <0.23 <0.23 <0.23 <0.39 0.64 J 12/18/18 <0.23 <0.23 <0.23 <0.39 0.35 J 08/14/19 <0.23 0.51 U <0.23 <0.39 0.23 J 02/23/20 <0.23 1.4 <0.23 <0.39 0.30 J 08/11/20 <0.23 0.50 U <0.23 <0.39 0.24 J 03/23/21 <0.23 <0.23 <0.23 <0.39 0.22 J 08/17/21 <0.23 0.62 U <0.23 <0.39 0.30 J 11/18/21 <0.23 <0.23 <0.23 <0.39 <0.21 02/16/22 <0.23 <0.23 <0.23 <0.39 <0.21 05/15/22 <0.23 <0.23 <0.23 <0.39 <0.21 10/19/22 <0.23 <0.23 <0.23 <0.39 <0.21 UJ 2W13 Page 9 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 04/01/94 2,700 16,000 1,500 7,700 1,200 07/01/94 2,300 17,000 1,100 7,600 <QL 01/01/96 1,100 9,700 1,100 8,200 180 12/01/96 870 6,600 500 9,200 NA 12/01/97 610 380 8,000 3,900 NA 08/01/98 550 12,000 660 5,700 NA 03/01/99 91 1,300 66 2,900 <50 08/01/99 34 570 22 1,800 <80 03/01/00 80 2,100 57 2,100 72 08/01/00 190 5,800 320 3,600 <80 02/01/01 97 3,100 170 2,500 120 11/01/01 180 3,300 1,100 1,640 <80 02/23/20 91.6 198 36.1 1,040 1.4 J 08/11/20 170 348 60.5 1,360 2.0 J 03/23/21 182 316 67.8 1,260 1.5 J 08/18/21 215 396 99.8 1,210 <1.0 11/18/21 6.5 11.9 10.2 352 <0.21 02/17/22 2.1 2.2 2.6 77.2 <0.21 05/16/22 1.1 1.1 U 1.2 32.5 <0.21 10/19/22 <0.23 <0.23 <0.23 2.4 <0.21 2W14 Page 10 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 01/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/94 1.0 4.0 1.0 5.0 <1.0 07/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/01/96 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 06/01/97 <0.5 <1.0 <1.0 <2.0 NA 08/01/97 <0.5 <1.0 <1.0 <2.0 NA 12/01/97 <1.0 <1.0 <1.0 <1.0 NA 03/01/98 <1.0 <1.0 <1.0 <1.0 NA 08/01/98 <1.0 <1.0 <1.0 <1.0 NA 03/01/99 <1.0 <1.0 <1.0 <1.0 <1.0 08/01/99 <1.0 <1.0 <1.0 <1.0 <8.0 02/01/01 <1.0 <1.0 <1.0 <1.0 <8.0 11/01/01 <1.0 <1.0 <1.0 12 <8.0 08/02/02 <1.0 <1.0 <1.0 6.6 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 <0.21 08/28/06 <0.2 <0.19 <0.16 <0.24 <0.21 08/07/07 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 <0.19 <0.16 <0.24 <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 <0.21 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/14/12 <0.21 <0.27 <0.2 <0.2 <0.2 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/02/15 <0.21 <0.21 <0.27 <0.39 <0.28 08/25/16 <0.21 <0.21 0.63 J 3.6 <0.28 08/14/17 <0.21 0.29 U <0.37 <0.39 <0.65 09/11/18 <0.23 <0.23 <0.23 <0.39 <0.21 08/14/19 <0.23 0.94 U <0.23 <0.39 <0.21 08/12/20 <0.23 0.27 U <0.23 <0.39 <0.21 03/23/21 <0.23 <0.23 <0.23 0.51 J <0.21 08/18/21 <0.23 0.76 U <0.23 0.57 U <0.21 11/18/21 <0.23 <0.23 <0.23 0.75 J <0.21 02/16/22 <0.23 <0.23 <0.23 <0.39 <0.21 05/15/22 <0.23 UJ <0.23 UJ <0.23 UJ <0.39 UJ <0.21 UJ 10/19/22 <0.23 <0.23 <0.23 <0.39 <0.21 2W17 Page 11 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 01/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/94 <1.0 <1.0 <1.0 2.0 <1.0 07/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/01/96 <1.0 <1.0 <1.0 <1.0 1.3 04/01/96 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 06/01/97 <0.5 <1.0 <1.0 <2.0 NA 08/01/97 <0.5 <1.0 <1.0 <2.0 NA 12/01/97 <1.0 <1.0 <1.0 <1.0 NA 03/01/98 <1.0 <1.0 <1.0 <1.0 NA 08/01/98 <1.0 <1.0 <1.0 <1.0 NA 03/01/99 <1.0 <1.0 <1.0 4.2 <1.0 08/01/99 <1.0 <1.0 <1.0 3.1 <8.0 02/01/01 <1.0 1.6 <1.0 15 <8.0 11/01/01 <1.0 <1.0 <1.0 24 <8.0 08/02/02 <1.0 3.8 <1.0 199 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 1.6 <8.0 08/24/05 <0.2 <0.19 <0.16 1.4 <0.21 08/28/06 <0.2 0.78 J <0.16 88 <0.21 08/07/07 0.52 J 5.3 1.4 238 <0.21 08/08/08 4.4 54 24 1,880 <0.21 08/03/09 4.1 J 38 8.1 J 1,330 <1.0 08/18/10 1.5 U <0.2 0.32 J 93 <0.2 08/16/11 11 0.32 J <0.33 0.35 J <0.18 08/14/12 5.8 <0.27 <0.2 0.44 J <0.2 08/07/13 7.9 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/02/15 82.9 1.6 0.7 J 2.0 0.79 J 08/14/17 <0.21 <0.29 <0.37 <0.39 <0.65 09/11/18 24.1 0.34 J <0.23 0.5 J 9.0 12/18/18 252 4 1.1 5.3 9.7 03/22/19 <1.1 <1.1 <1.1 <2.0 <1.0 06/19/19 <0.23 0.34 U <0.23 <0.39 <0.21 08/15/19 <0.23 0.62 U <0.23 <0.39 <0.21 08/12/20 <0.23 0.37 U <0.23 <0.39 <0.21 03/23/21 <0.23 <0.23 <0.23 0.65 J <0.21 08/18/21 <0.23 0.84 U <0.23 <0.39 <0.21 11/18/21 <0.23 <0.23 <0.23 <0.39 <0.21 02/16/22 <0.23 <0.23 <0.23 <0.39 <0.21 05/15/22 <0.23 <0.23 <0.23 <0.39 <0.21 10/19/22 <0.23 <0.23 <0.23 <0.39 <0.21 2W18 Page 12 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 01/01/94 <1.0 2.0 <1.0 2.0 1.0 04/01/94 <1.0 <1.0 2.0 <1 <1.0 10/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/96 <1.0 <1.0 <1.0 <1.0 3.4 03/01/99 <1.0 <1.0 <1.0 <1.0 <1.0 08/02/02 <1.0 <1.0 <1.0 <2.0 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 <0.21 08/28/06 <0.2 <0.19 <0.16 <0.24 <0.21 08/07/07 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 <0.19 <0.16 0.88 J <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 0.61 J 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/14/12 <0.21 <0.27 <0.2 <0.2 <0.2 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/02/15 <0.21 <0.21 <0.27 <0.39 <0.28 08/25/16 <0.21 <0.21 3.5 21.9 <0.28 08/14/17 <0.21 <0.29 <0.37 <0.39 <0.65 09/11/18 <0.23 <0.23 <0.23 <0.39 <0.21 08/14/19 <0.23 0.87 U <0.23 <0.39 <0.21 2W19 Page 13 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 01/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/01/96 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 06/01/97 <0.5 <1.0 <1.0 <2.0 NA 08/01/97 <0.5 <1.0 <1.0 <2.0 NA 12/01/97 <1.0 <1.0 <1.0 <1.0 NA 03/01/98 <1.0 <1.0 <1.0 <1.0 NA 08/01/98 <1.0 <1.0 <1.0 <1.0 NA 03/01/99 <1.0 <1.0 <1.0 <1.0 <1.0 02/01/01 <1.0 <1.0 <1.0 <1.0 <8.0 11/01/01 <1.0 <1.0 <1.0 <2.0 <8.0 08/02/02 <1.0 <1.0 <1.0 <2.0 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 <0.21 08/28/06 <0.2 <0.19 <0.16 <0.24 1.4 08/07/07 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 1.1 <0.16 <0.24 <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 <0.21 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/14/12 <0.21 <0.27 <0.2 <0.2 <0.2 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/02/15 <0.21 <0.21 <0.27 <0.39 <0.28 08/25/16 <0.21 <0.21 0.88 J 5.4 <0.28 08/15/17 <0.21 <0.29 <0.37 <0.39 <0.65 09/11/18 <0.23 <0.23 <0.23 <0.39 <0.21 12/18/18 <0.23 <0.23 <0.23 <0.39 <0.21 03/22/19 <0.23 0.72 U <0.23 0.94 J <0.21 06/19/19 <0.23 <0.23 <0.23 <0.39 <0.21 08/14/19 <0.23 1.1 U <0.23 <0.39 <0.21 2W21 Page 14 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 01/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/94 <1.0 <1.0 1.0 4.0 <1.0 04/01/96 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 06/01/97 <0.5 2.3 <1.0 3.5 NA 08/01/97 <0.5 <1.0 <1.0 <2.0 NA 12/01/97 <1.0 <1.0 <1.0 <1.0 NA 03/01/98 <1.0 <1.0 <1.0 <1.0 NA 03/01/00 <1.0 <1.0 <1.0 <1.0 <8.0 02/01/01 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/00 <1.0 <1.0 <1.0 <1.0 <8.0 08/02/02 <1.0 <1.0 <1.0 <2.0 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 <0.21 08/28/06 <0.2 <0.19 <0.16 <0.24 0.23 J 08/07/07 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 <0.19 <0.16 0.66 U <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 <0.21 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/14/12 <0.21 <0.27 <0.2 <0.2 <0.2 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/03/15 0.41 U 0.33 U <0.27 <0.39 <0.28 08/25/16 <0.21 <0.21 0.62 J 3.4 <0.28 08/15/17 <0.21 <0.29 <0.37 <0.39 <0.65 09/11/18 <0.23 <0.23 <0.23 <0.39 <0.21 08/14/19 <0.23 1.1 U <0.23 <0.39 <0.21 08/11/20 <0.23 0.61 U <0.23 <0.39 <0.21 03/22/21 <0.23 <0.23 <0.23 <0.39 <0.21 08/17/21 <0.23 1.3 U <0.23 <0.39 <0.21 11/18/21 <0.23 <0.23 <0.23 <0.39 <0.21 02/16/22 <0.23 <0.23 <0.23 <0.39 <0.21 05/15/22 <0.23 0.27 U <0.23 <0.39 <0.21 10/19/22 <0.23 <0.23 <0.23 <0.39 <0.21 2W22 Page 15 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 01/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/94 <1 2 <1.0 3 <1.0 07/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/94 <1.0 <1.0 <1.0 <1.0 <1.0 04/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 10/01/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/01/96 <1.0 <1.0 <1.0 <1.0 23 04/01/96 <1.0 <1.0 <1.0 <1.0 <1.0 07/01/96 <0.5 <1.0 <1.0 <2.0 NA 12/01/96 <0.5 <1.0 <1.0 <2.0 NA 06/01/97 <0.5 <1.0 <1.0 <2.0 NA 08/01/97 <0.5 <1.0 <1.0 <2.0 NA 12/01/97 <1.0 <1.0 <1.0 <1.0 NA 03/01/98 <1.0 <1.0 <1.0 <1.0 NA 08/01/98 <1.0 <1.0 <1.0 <1.0 NA 03/01/99 <1.0 <1.0 <1.0 <1.0 <1.0 03/01/00 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/00 <1.0 <1.0 <1.0 <1.0 <8.0 02/01/01 <1.0 <1.0 <1.0 <1.0 <8.0 08/02/02 <1.0 <1.0 <1.0 <2.0 <1.0 08/03/03 <1.0 <1.0 <1.0 <1.0 <8.0 08/01/04 <1.0 <1.0 <1.0 <1.0 <8.0 08/24/05 <0.2 <0.19 <0.16 <0.29 <0.21 08/28/06 <0.2 <0.19 <0.16 <0.24 <0.21 08/07/07 <0.2 <0.19 <0.16 <0.24 <0.21 08/08/08 <0.2 <0.19 <0.16 0.61 J <0.21 08/03/09 <0.2 <0.37 <0.16 <0.24 <0.21 08/18/10 <0.19 <0.2 <0.18 <0.49 <0.2 08/16/11 <0.19 <0.26 <0.33 <0.2 <0.18 08/14/12 <0.21 <0.27 <0.2 <0.2 <0.2 08/07/13 <0.21 <0.27 <0.2 <0.2 <0.2 08/27/14 <0.21 <0.21 <0.27 <0.63 <0.28 09/03/15 0.42 U 0.38 U <0.27 0.39 J <0.28 08/25/16 <0.21 <0.21 <0.27 <0.39 <0.28 08/15/17 <0.21 <0.29 <0.37 <0.39 <0.65 09/12/18 <0.23 <0.23 <0.23 <0.39 <0.21 08/14/19 <0.23 1.8 U <0.23 <0.39 <0.21 08/11/20 <0.23 0.42 U <0.23 <0.39 <0.21 03/22/21 <0.23 <0.23 <0.23 <0.39 <0.21 08/17/21 <0.23 0.85 U <0.23 <0.39 <0.21 11/18/21 <0.23 <0.23 <0.23 <0.39 <0.21 02/16/22 <0.23 <0.23 <0.23 <0.39 <0.21 05/15/22 <0.23 <0.23 <0.23 <0.39 <0.21 10/19/22 <0.23 2.1 5.6 42.9 <0.21 2W23 Page 16 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 11/18/21 156 1,170 163 2,600 10.3 02/17/22 11.5 55.6 6.2 J 259 9.7 J 05/16/22 16.6 49.1 0.44 J 30.1 4.2 10/19/22 4.6 6.6 1.7 56.6 5.4 11/18/21 0.39 J 1.3 2.9 12.1 <0.21 05/16/22 <0.23 0.33 U 2.1 10.1 0.77 J 10/19/22 <0.23 <0.23 7.9 36.2 <0.21 2W27 10/19/22 31.4 J 1,090 981 13,500 1,610 03/22/21 0.44 J <0.93 U 4.0 8.5 23.6 08/18/21 0.52 J 2.4 U 4.1 15.5 3.0 11/18/21 <0.23 <0.23 <0.23 0.77 J 3.6 02/17/22 <0.23 <0.23 <0.23 0.61 J <0.21 05/15/22 <0.23 <0.23 <0.23 <0.39 <0.21 10/19/22 <0.23 <0.23 <0.23 <0.39 <0.21 03/23/21 2,950 15,000 1,230 6,520 234 08/18/21 2,800 14,400 1,340 7,070 151 11/18/21 2,730 11,000 852 5,000 156 02/17/22 978 1,120 122 830 527 05/15/22 182 185 27.3 271 790 10/19/22 123 J 151 J 25.8 J 173 J 690 J 03/23/21 <0.23 <0.23 <0.23 <0.39 <0.21 08/18/21 <0.23 0.79 U <0.23 <0.39 <0.21 11/18/21 <0.23 <0.23 <0.23 <0.39 <0.21 02/17/22 <0.23 <0.23 <0.23 <0.39 <0.21 05/15/22 <0.23 <0.23 <0.23 <0.39 <0.21 10/19/22 <0.23 UJ <0.23 UJ <0.23 UJ <0.39 UJ <0.21 UJ 2W26 2W28 2W29 DW1 2W25 Page 17 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 08/02/02 8.3 22 5.9 31 100 08/03/03 3 7.3 2.8 12.2 32 08/01/04 5.1 5.2 <1.0 2.2 19 08/24/05 0.7 J 2.5 1.4 2.76 J <2.1 08/28/06 3.3 2.8 0.93 J 0.63 J 970 08/07/07 5.8 <0.19 0.93 U 2.59 U 1,000 08/08/08 3.4 3.1 <0.16 1.6 740 08/04/09 <0.2 1.7 J 0.49 J 0.73 J 380 08/18/10 78 <0.98 2.0 J 10.1 J 460 08/17/11 90 5.1 1.9 J 7.0 J 400 08/14/12 110 5.0 J 0.55 J 3.1 J 440 08/07/13 840 4.5 J <1.0 1.4 U 490 08/27/14 4,800 29 <1.4 3.6 J 390 09/02/15 7,190 55.6 <5.5 15.9 J 357 08/25/16 8,550 131 <14 <20 326 08/15/17 9,300 184 <18 <20 369 09/12/18 7,770 160 0.75 J 3.9 181 12/18/18 8,800 131 <2.3 8.8 J 198 03/22/19 8,120 142 <4.5 12 J 270 06/19/19 10,900 175 6.2 J 36.8 J 299 08/14/19 5,660 126 3.3 J 17.2 J 282 02/23/20 9,580 121 <23 <39 292 08/12/20 496 6.1 U <1.1 <2.0 15.0 03/22/21 2,820 28.7 <1.1 5.9 J 171 08/18/21 5,370 43.6 <4.5 <7.8 276 11/18/21 299 29.4 2.6 J 26.2 627 02/17/22 21.2 1.5 J 2.4 J 64.3 162 05/16/22 1.8 0.41 U 1.3 32 76.4 10/19/22 2.3 <0.23 <0.23 4.3 68.3 AS1 Page 18 of 19 Well ID Date Benzene Toluene Ethylbenzene Xylenes MTBE 1 600 600 500 20 Table 7 Historical Groundwater Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina NC 2L GW Standard 03/22/21 <0.23 <0.23 <0.23 <0.39 <0.21 08/17/21 <0.23 0.64 U <0.23 <0.39 <0.21 11/18/21 <0.23 <0.23 <0.23 <0.39 <0.21 02/17/22 <0.23 <0.23 <0.23 <0.39 <0.21 08/12/20 0.33 J 0.61 U <0.23 <0.39 2.5 J 03/22/21 0.26 J <0.23 <0.23 <0.39 1.3 08/18/21 0.65 J 0.95 U <0.23 <0.39 0.58 J 11/18/21 0.77 J 0.33 U 0.98 J 0.78 J 0.44 J 02/16/22 0.60 J <0.23 <0.23 0.46 J 0.65 J 05/16/22 0.42 J 0.27 U <0.23 <0.39 0.54 J 10/19/22 0.25 J <0.23 <0.23 <0.39 0.57 J 08/12/20 25.4 36.3 246 376 29.8 J 03/22/21 29.7 19.7 187 181 577 08/18/21 22.8 53.3 244 718 15.2 11/18/21 23.5 46.7 236 714 14.6 02/16/22 26 19.8 91.7 450 8.9 05/16/22 47.2 12.7 74.2 332 24.9 10/19/22 77.9 9.1 71.2 188 44.0 03/23/21 <0.23 <0.23 0.32 J <0.39 0.48 J 08/17/21 <0.23 1.3 U <0.23 <0.39 0.22 J 11/18/21 <0.23 <0.23 <0.23 <0.39 0.54 J 02/16/22 <0.23 <0.23 <0.23 <0.39 0.37 J 05/15/22 <0.23 <0.23 <0.23 <0.39 <0.21 10/19/22 <0.23 <0.23 <0.23 <0.39 0.35 J Notes: All values are in micrograms per liter (μg/L). MTBE = methyl tert-butyl ether < = not detected at the specified detection limit NA = not analyzed J = estimated concentration U = not present above the associated level; blank contamination exists UJ = not detected and detection limit is estimated AS13 AS4 AS9 AS10 NC 2L = North Carolina 2L Groundwater Quality Standards All bold value indicates the sample concentration is greater than the standard. Page 19 of 19 Table 8 Soil Vapor Analytical Results Products (SE) Pipe Line Corporation - Guilford Greene Site 2617 Quaker Landing Road Greensboro, Guilford County, North Carolina Sample ID Date Benzene Toluene Ethylbenzene Xylenes MTBE Naphthalene 2-Methylnaphthalene 08/21/19 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 02/25/20 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 11/23/20 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/17/21 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 11/24/21 <0.26 0.99 <0.35 <0.69 <1.4 <1.0 <5.8 02/19/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 05/18/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/12/22 <2.6 32 <3.5 <6.9 <14 <10 <58 11/17/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/21/19 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 02/25/20 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 11/23/20 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/17/21 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 11/24/21 <0.26 0.73 <0.35 <0.69 <1.4 <1.0 <5.8 02/19/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 05/18/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/12/22 <2.6 8.5 <3.5 <6.9 <14 <10 <58 11/17/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/21/19 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 02/25/20 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 11/23/20 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/17/21 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 11/24/21 <0.26 1.5 <0.35 <0.69 <1.4 <1.0 <5.8 02/19/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 05/18/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/12/22 <2.6 8.0 <3.5 <6.9 <14 <10 <58 11/17/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/21/19 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 02/25/20 <13 <23 <17 <35 <72 <52 <290 11/23/20 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/17/21 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 11/24/21 <0.26 0.74 <0.35 <0.69 <1.4 <1.0 <5.8 02/19/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 05/18/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 08/12/22 <2.6 7.6 <3.5 <6.9 <14 <10 <58 11/17/22 <2.6 <4.5 <3.5 <6.9 <14 <10 <58 Notes: ND = not detected MTBE = methyl tert-butyl ether This table presents a summary of all volatile organic analysis results associated with soil gas samples collected at the Site. Sample results are unvalidated. All sample results are reported in micrograms per cubic meter (µg/m3). SG-4 SG-3 SG-2 SG-1 Figures Project Management Initials: Designer: TSH Checked: BM Approved: WP Filename: M:\DCS\PROJECTS\L-URS\COMMON_PROJECTS\KINDER MORGAN\2.0 PROJECT ADMINISTRATION\GUILFORD GREENE\5 DELIVERABLES\5.1 WORKING DOCUMENTS\2018 O&M REPORT\FIGURE 1 -SITE LOCATION MAP.DWGSITE LOCATION MAP Figure: 1 0% 37#&4#0).'.1%#6+10 2022 SEMIANNUAL REPORT PRODUCTS (SE) PIPE LINE CORPORATION - GUILFORD GREENE SITE GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA Project Number: 60673614 Date: 2020-12-13 AS SVE LEGEND SITE MAP Figure: 2 GROUNDWATER MONITORING WELL GROUNDWATER RECOVERY WELL VAPOR RECOVERY WELL DUAL GROUNDWATER/VAPOR RECOVERY WELL HISTORIC AIR SPARGE WELL 2022 SEMIANNUAL REPORT PRODUCTS (SE) PIPE LINE CORPORATION- GUILFORD GREENE SITE GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA Project Number: 60673614 Date: 2021-10-05 LINE LEGEND U/G TELEPHONE U/G WATER LINE U/G ELECTRIC LINE U/G FIBER OPTIC U/G GAS NOTE: ABANDONED WELLS HAVE BEEN GREYED OUT SOIL VAPOR POINTS Filename: C:\USERS\LORENTE\AECOM\GDS GIS SERVICES - GIS CAD PROJECTS\DCS AMERICAS\KINDER MORGAN\GUILDFORD GREENE\17.02.2022\WORKSPACE\FIGURE 2 - SITE PLAN_CORRECTED.DWG Project Management Initials: Designer: ID Checked: BM Approved: WP U/G SEWER LINE AS SVE SYSTEM BUILDING CONCRETE PIER GATE AS118 AS119 AS117 AS120 AS116 AS115 AS114 AS121 AS122 AS123 AS113 AS111 AS112 AS110 AS108 AS107 AS106 AS104 AS105 AS102 AS101 AS103 AS109 SVE112 SVE111 SVE113 SVE110 SVE114 SVE115 SVE109 SVE106 SVE107 SVE105 SVE102 SVE101 SVE104 SVE103 SVE108 MAIN ELECTRICAL DISCONNECT AS PIPE STUBUPS SVE WELL CLEANOUTS DUKE ENERGY TRANSFORMER OXIDIZEROXIDIZER ELECTRICAL DISCONNECT AS13 2W13 2W6 2W7 2W4 AS4 2W1 2W10 2W9 AS1 2W14 SV3 SV2 SV1 2W29 DW1 2W25 2W28 2W27 2W26 SV4 SVE PIPE STUBUPS FORMER REMEDIATION BUILDING COMPRESSOR LEGEND AS/SVE SYSTEM LAYOUT MAP Figure: 3 GROUNDWATER MONITORING WELL GROUNDWATER RECOVERY WELL HISTORIC AIR SPARGE WELL LINE LEGEND U/G TELEPHONE U/G ELECTRIC LINE U/G FIBER OPTIC U/G GAS SOIL VAPOR POINTS Filename: C:\USERS\LORENTE\AECOM\GDS GIS SERVICES - GIS CAD PROJECTS\DCS AMERICAS\KINDER MORGAN\GUILDFORD GREENE\17.02.2022\WORKSPACE\FIGURE 3 – AS-SVE SYSTEM LAYOUT MAP.DWG Project Management Initials: Designer: ID Checked: BM Approved: WP SVE WELL AS WELL TRENCH LINES 8' WOODEN FENCE U/G WATER LINE U/G SEWER LINE 2022 SEMIANNUAL REPORT PRODUCTS (SE) PIPE LINE CORPORATION - GUILFORD GREENE SITE GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA Project Number: 60673614 Date: 2021-10-05 761760759758757756 754 754 756 760761762763759763762755 755 757 7 5 8 LEGEND Filename: C:\NETWORK\AECOM DIRECTORY\OTHER\KINDER MORGAN\GUILFORD GREENE\FIGURE 3 - GROUNDWATER CONTOUR MAP MARCH 2021.DWG GROUNDWATER CONTOUR MAP, OCTOBER 2022 Figure: 4 GROUNDWATER MONITORING WELL GROUNDWATER ELEVATION (Not Used for Contouring) 2022 ANNUAL MONITORING REPORT PRODUCTS (SE) PIPE LINE CORPORATION - GUILFORD GREENE SITE GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA Project Number: 60673614 Date: 2022-11-18 HISTORIC AIR SPARGE WELL LOT NUMBER GROUNDWATER ELEVATION POTENTIOMETRIC CONTOUR (FEET AMSL) (Dashed where Inferred) Project Management Initials: Designer: EL Checked: BM Approved: WP PROPERTY BOUNDARY 4.6 31.4 J 123 J 2.3 9.3 J 77.9 50.2 1.7 LEGEND Project Management Initials:Designer: EL Checked: BM Approved: WPFilename: C:\USERS\LORENTE\AECOM\GDS GIS SERVICES - GIS CAD PROJECTS\DCS AMERICAS\KINDER MORGAN\GUILDFORD GREENE\11.18.2022\WORKSPACE\F5A-BENZENE_OCTOBER22.DWG BENZENE RESULTS OCTOBER 19, 2022 Figure: 5A GROUNDWATER MONITORING WELL HISTORIC AIR SPARGE WELL LOT NUMBER NOT SAMPLED NOT DETECTED AT THE SPECIFIED DETECTION LIMIT 2022 ANNUAL MONITORING REPORT PRODUCTS (SE) PIPE LINE COMPANY - GUILFORD GREENE SITE GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA Project Number: 60673614 Date: 2022-11-18 BENZENE ISOCONTOUR (dashed where inferred) 1 NOTES 1.Concentrations shown are expressed in ug/L. 2.Concentrations in bold text exceed the groundwater standard of 1 ug/L. ESTIMATED VALUE NOT DETECTED AND DETECTION LIMIT IS ESTIMATED NOT USED FOR CONTOURING PROPERTY BOUNDARY LEGEND Project Management Initials:Designer: EL Checked: BM Approved: WPFilename: C:\USERS\LORENTE\AECOM\GDS GIS SERVICES - GIS CAD PROJECTS\DCS AMERICAS\KINDER MORGAN\GUILDFORD GREENE\11.18.2022\WORKSPACE\EDIT.20221208\F5B-TOLUENE_OCTOBER22.DWG TOLUENE RESULTS OCTOBER 19, 2022 Figure: 5B GROUNDWATER MONITORING WELL HISTORIC AIR SPARGE WELL LOT NUMBER 2022 ANNUAL MONITORING REPORT PRODUCTS (SE) PIPE LINE CORPORATION - GUILFORD GREENE SITE GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA Project Number: 60673614 Date: 2022-11-18 NOT SAMPLED NOT DETECTED AT THE SPECIFIED DETECTION LIMIT NOTES 1.Concentrations shown are expressed in ug/L. 2.Concentrations in bold text exceed the groundwater standard of 600 ug/L. 600 TOLUENE ISOCONTOUR (dashed where inferred) ESTIMATED VALUE NOT DETECTED AND DETECTION LIMIT IS ESTIMATED LEGEND Project Management Initials:Designer: EL Checked: BM Approved: WPFilename: C:\USERS\LORENTE\AECOM\GDS GIS SERVICES - GIS CAD PROJECTS\DCS AMERICAS\KINDER MORGAN\GUILDFORD GREENE\11.18.2022\WORKSPACE\EDIT.20221208\F5C-ETHYLBENZENE-OCTOBER22.DWG ETHYLBENZENE RESULTS OCTOBER 19, 2022 Figure: 5C GROUNDWATER MONITORING WELL HISTORIC AIR SPARGE WELL LOT NUMBER 2022 ANNUAL MONITORING REPORT PRODUCTS (SE) PIPE LINE CORPORATION - GUILFORD GREENE SITE GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA Project Number: 60673614 Date: 2022-11-18 NOT SAMPLED NOT DETECTED AT THE SPECIFIED DETECTION LIMIT NOTES 1.Concentrations shown are expressed in ug/L. 2.Concentrations in bold text exceed the groundwater standard of 600 ug/L. 600 ETHYLBENZENE ISOCONTOUR (Dashed where Inferred) ESTIMATED VALUE NOT DETECTED AND DETECTION LIMIT IS ESTIMATED PROPERTY BOUNDARY LEGEND Project Management Initials:Designer: EL Checked: BM Approved: WPFilename: C:\USERS\LORENTE\AECOM\GDS GIS SERVICES - GIS CAD PROJECTS\DCS AMERICAS\KINDER MORGAN\GUILDFORD GREENE\11.18.2022\WORKSPACE\EDIT.20221208\F5D-XYLENE-OCTOBER22.DWG XYLENE RESULTS OCTOBER 19, 2022 Figure: 5D GROUNDWATER MONITORING WELL HISTORIC AIR SPARGE WELL LOT NUMBER 2022 ANNUAL MONITORING REPORT PRODUCTS (SE) PIPE LINE CORPORATION - GUILFORD GREENE SITE GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA Project Number: 60673614 Date: 2022-11-18 NOT SAMPLED NOT DETECTED AT THE SPECIFIED DETECTION LIMIT NOTES 1.Concentrations shown are expressed in ug/L. 2.Concentrations in bold text exceed the groundwater standard of 500 ug/L. 500 XYLENE ISOCONTOUR (Dashed where Inferred) NOT PRESENT ABOVE THE ASSOCIATED LEVEL; BLANK CONTAMINATION EXISTS ESTIMATED VALUE NOT DETECTED AND DETECTION LIMIT IS ESTIMATED PROPERTY BOUNDARY LEGEND Project Management Initials:Designer: EL Checked: BM Approved: WPFilename: C:\USERS\LORENTE\AECOM\GDS GIS SERVICES - GIS CAD PROJECTS\DCS AMERICAS\KINDER MORGAN\GUILDFORD GREENE\11.18.2022\WORKSPACE\EDIT.20221208\F5E-MTBE-OCTOBER22.DWG MTBE RESULTS OCTOBER 19, 2022 Figure: 5E GROUNDWATER MONITORING WELL HISTORIC AIR SPARGE WELL LOT NUMBER 2022 ANNUAL MONITORING REPORT PRODUCTS (SE) PIPE LINE CORPORATION - GUILFORD GREENE SITE GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA Project Number: 60673614 Date: 2022-11-18 NOT SAMPLED NOT DETECTED AT THE SPECIFIED DETECTION LIMIT NOTES 1.Concentrations shown are expressed in ug/L. 2.Concentrations in bold text exceed the groundwater standard of 20 ug/L. 20 MTBE ISOCONTOUR (Dashed where Inferred) ESTIMATED VALUE NOT DETECTED AND DETECTION LIMIT IS ESTIMATED PROPERTY BOUNDARY Appendix A Laboratory Analytical Reports – SVE Influent/Effluent Air 07/27/22 Technical Report for AECOM, INC. (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC SGS Job Number: TD82639 Sampling Date: 07/13/22 Report to: AECOM, INC. 5438 Wade Park Blvd Suite 200 Raleigh, NC 27607 walt.plekan@aecom.com; neaundra.wyatt@sgs.com; teresa.amentt.jennings@aecom.com; Angela_Scott@kindermorgan.com ATTN: Walt Plekan Total number of pages in report: Certifications: TX (T104704220-22-46) AR (21-045-0) AZ (AZ0769) FL (E87628) KS (E-10366) LA (85695/04004) NJ (TX010) OK (2021-158) VA (11647) This report shall not be reproduced, except in its entirety, without the written approval of SGS. Test results relate only to samples analyzed. SGS North America Inc. • 10165 Harwin Drive • Suite 150 • Houston, TX 77036 • tel: 713-271-4700 • fax: 713-271-4770 Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Program and/or state specific certification programs as applicable. Client Service contact: Neaundra Wyatt 713-271-4700 Kesavalu Bagawandoss General Manager Houston, TX 07/27/22 e-Hardcopy 2.0 Automated Report 21 SGS is the sole authority for authorizing edits or modifications to this document. Unauthorized modification of this report is strictly prohibited. Review standard terms at: http://www.sgs.com/en/terms-and-conditions The results set forth herein are provided by SGS North America Inc. Please share your ideas about how we can serve you better at: EHS.US.CustomerCare@sgs.com 1 of 21 TD82639 Table of Contents -1- Sections: Section 1: Sample Summary ...................................................................................................3 Section 2: Case Narrative/Conformance Summary ..............................................................4 Section 3: Summary of Hits ....................................................................................................5 Section 4: Sample Results ........................................................................................................6 4.1: TD82639-1: EFF071322 ...............................................................................................7 4.2: TD82639-2: IN071322 .................................................................................................9 Section 5: Misc. Forms ............................................................................................................11 5.1: Chain of Custody ...........................................................................................................12 Section 6: MS Volatiles - QC Data Summaries .....................................................................15 6.1: Method Blank Summary ................................................................................................16 6.2: Laboratory Control Sample Summary ...........................................................................18 6.3: Duplicate Summary .......................................................................................................20 1234562 of 21 TD82639 SGS North America Inc. Sample Summary AECOM, INC. Job No:TD82639 (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID This report contains results reported as ND = Not detected. The following applies: Organics ND = Not detected above the RL TD82639-1 07/13/22 08:30 07/14/22 AIR Air EFF071322 TD82639-2 07/13/22 09:00 07/14/22 AIR Air IN071322 3 of 21 TD826391 2 Samples were collected on 07/13/2022 and received intact at SGS North America Inc (SGS) on 07/14/2022 and properly preserved in 1 cooler at 21 Deg C. The samples received an SGS job number of TD82639. A listing of the Laboratory Sample ID, Client Sample ID and dates of collection are presented in the Results Summary Section of this report. Your samples were received in Tedlar bag, a sampling container not specified in EPA Methods TO-15 and TO-3. Your samples were transferred into a certified clean summa canister upon receipt which prolonged the sample hold time. Except as noted below, all method specified calibrations and quality control performance criteria were met for this job. For more information, please refer to QC summary pages. Client:AECOM, INC. Site:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Job No:TD82639 Report Date 7/27/2022 4:32:52 PM SAMPLE DELIVERY GROUP CASE NARRATIVE MS Volatiles By Method TO 3 Matrix:AIR Batch ID:V3A2017 All samples were analyzed within the recommended method holding time. Sample(s) TD82639-2DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. MS Volatiles By Method TO-15 Matrix:AIR Batch ID:V1A2017 All samples were analyzed within the recommended method holding time. Sample(s) TD82639-2DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. SGS certifies that this report meets the project requirements for analytical data produced for the samples as received at SGS and as stated on the COC. SGS certifies that the data meets the Data Quality Objectives for precision, accuracy and completeness as specified in the SGS Quality Manual except as noted above. This report is to be used in its entirety. SGS is not responsible for any assumptions of data quality if partial data packages are used. Wednesday, July 27, 2022 Page 1 of 1 4 of 21 TD826392 Summary of Hits Page 1 of 1 Job Number:TD82639 Account:AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Collected:07/13/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method TD82639-1 EFF071322 TPH (C5-C12)6450 800 ppbv TO 3 TPH (C6-C10)4180 800 ppbv TO 3 TPH (C3-C12)7780 800 ppbv TO 3 TPH (C5-C12)26400 3300 ug/m3 TO 3 TPH (C6-C10)17100 3300 ug/m3 TO 3 TPH (C3-C12)31800 3300 ug/m3 TO 3 Benzene 44.9 16 ppbv TO-15 Benzene 143 51 ug/m3 TO-15 TD82639-2 IN071322 TPH (C5-C12)279000 25000 ppbv TO 3 TPH (C6-C10)238000 25000 ppbv TO 3 TPH (C3-C12)286000 25000 ppbv TO 3 TPH (C5-C12)1140000 100000 ug/m3 TO 3 TPH (C6-C10)973000 100000 ug/m3 TO 3 TPH (C3-C12)1170000 100000 ug/m3 TO 3 Benzene 2170 500 ppbv TO-15 Ethylbenzene 3460 500 ppbv TO-15 Toluene 26300 1000 ppbv TO-15 m,p-Xylene 9850 500 ppbv TO-15 o-Xylene 4790 500 ppbv TO-15 Xylenes,Total 14600 500 ppbv TO-15 Benzene 6930 1600 ug/m3 TO-15 Ethylbenzene 15000 2200 ug/m3 TO-15 Toluene 99100 3800 ug/m3 TO-15 m,p-Xylene 42800 2200 ug/m3 TO-15 o-Xylene 20800 2200 ug/m3 TO-15 Xylenes,Total 63400 2200 ug/m3 TO-15 5 of 21 TD826393 SGS North America Inc. Sample Results Report of Analysis Houston, TX Section 4 6 of 21 TD826394 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF071322 Lab Sample ID:TD82639-1 Date Sampled:07/13/22 Matrix:AIR - Air Date Received:07/14/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2207185.D 32 07/14/22 15:56 KS n/a n/a V3A2017 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)6450 800 ppbv 26400 3300 ug/m3 100 TPH (C6-C10)4180 800 ppbv 17100 3300 ug/m3 100 TPH (C3-C12)7780 800 ppbv 31800 3300 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 7 of 21 TD8263944.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF071322 Lab Sample ID:TD82639-1 Date Sampled:07/13/22 Matrix:AIR - Air Date Received:07/14/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2207185.D 32 07/14/22 15:56 KS n/a n/a V1A2017 Run #2 Initial Volume Run #1 400 ml Run #2 TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 44.9 16 ppbv 143 51 ug/m3 100-41-4 106.2 Ethylbenzene ND 16 ppbv ND 69 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 16 ppbv ND 58 ug/m3 91-20-3 128.17 Naphthalene ND 16 ppbv ND 84 ug/m3 108-88-3 92.14 Toluene ND 16 ppbv ND 60 ug/m3 106.2 m,p-Xylene ND 16 ppbv ND 69 ug/m3 95-47-6 106.2 o-Xylene ND 16 ppbv ND 69 ug/m3 1330-20-7 106.2 Xylenes,Total ND 16 ppbv ND 69 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 90%65-128% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 8 of 21 TD8263944.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN071322 Lab Sample ID:TD82639-2 Date Sampled:07/13/22 Matrix:AIR - Air Date Received:07/14/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2207186.D 1000 07/14/22 16:33 KS n/a n/a V3A2017 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)279000 25000 ppbv 1140000 100000 ug/m3 100 TPH (C6-C10)238000 25000 ppbv 973000 100000 ug/m3 100 TPH (C3-C12)286000 25000 ppbv 1170000 100000 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 9 of 21 TD8263944.2 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN071322 Lab Sample ID:TD82639-2 Date Sampled:07/13/22 Matrix:AIR - Air Date Received:07/14/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2207186.D 1000 07/14/22 16:33 KS n/a n/a V1A2017 Run #2 1A2207188.D 2000 07/14/22 17:47 KS n/a n/a V1A2017 Initial Volume Run #1 400 ml Run #2 400 ml TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 2170 500 ppbv 6930 1600 ug/m3 100-41-4 106.2 Ethylbenzene 3460 500 ppbv 15000 2200 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 500 ppbv ND 1800 ug/m3 91-20-3 128.17 Naphthalene ND 500 ppbv ND 2600 ug/m3 108-88-3 92.14 Toluene 26300 a 1000 ppbv 99100 a 3800 ug/m3 106.2 m,p-Xylene 9850 500 ppbv 42800 2200 ug/m3 95-47-6 106.2 o-Xylene 4790 500 ppbv 20800 2200 ug/m3 1330-20-7 106.2 Xylenes,Total 14600 500 ppbv 63400 2200 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 93%90%65-128% (a) Result is from Run# 2 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 10 of 21 TD8263944.2 SGS North America Inc. Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Houston, TX Section 5 11 of 21 TD826395 TD82639: Chain of Custody Page 1 of 3 12 of 21 TD8263955.1 Page 1 of 2 Job Number:TD82639 Client:AECOM Date / Time Received:7/14/2022 10:00:00 AM Delv Method:fedex Project: # of Coolers:1 Airbill #'s: Cooler Information 1. Custody Seals Present: 2. Custody Seals Intact: 4. Cooler temp verification: 3. Temp criteria achieved: 3. Cooler media:No Ice Trip Blank Information Y or N 1. Trip Blank present / cooler: 2. Trip Blank listed on COC: 2. Samples preserved properly: 9. VOCs headspace free: Sample Information Y or N 1. Sample labels present on bottles: 7. Container labeling complete: 5. Sample recvd within HT: 4. Condition of sample: 8. Analysis requested is clear: 10. Bottles received for unspecified tests 3. Sufficient volume recvd for analysis: 12. Special Instructions (compositing/filtering) clear: Intact Cooler Temps (Initial/Adjusted):#1: (21/21); Therm ID:Room Temp; Temp Adjustment Factor:0; SGS Sample Receipt Summary Number of terracores: Number of 5035 Field Kits: Number of Lab Filtered Metals: Residual Chlorine Test Strip Lot #: Misc. Information 3. Type Of TB Received W or S N/A Y or N N/A 6. Dates/Times/IDs on COC match Sample Label 13. Voa Soil Kits/Jars received past 48hrs? 14. % Solids Jar received? 15. Residual Chlorine Present? 11. COC Present: N/A Test Strip Lot #s:pH 1-12:10D0391 pH 12+:Other: (Specify) N/A Comments TD82639: Chain of Custody Page 2 of 3 13 of 21 TD8263955.1 Sample Receipt Log Job #:TD82639 Date / Time Received:7/14/2022 10:00:00 AM Initials:BELINDG Client:AECOM Sample ID:Bot #Cooler #Vol Location Pres pH Therm ID Therm CF Corrected Temp Initial Temp Page 2 of 2 tedlar AIR LAB N/P Note #2 - Preservative check not applicable.Room Temp 0 211TD82639-1 211 tedlar AIR LAB N/P Note #2 - Preservative check not applicable.Room Temp 0 211TD82639-2 211 TD82639: Chain of Custody Page 3 of 3 14 of 21 TD8263955.1 SGS North America Inc. MS Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries Houston, TX Section 6 15 of 21 TD826396 Method Blank Summary Page 1 of 1 Job Number:TD82639 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2017-MB 1A2207184.D 1 07/14/22 KS n/a n/a V1A2017 The QC reported here applies to the following samples:Method: TO-15 TD82639-1, TD82639-2 CAS No.Compound Result RL Units Q Result RL Units 71-43-2 Benzene ND 0.50 ppbv ND 1.6 ug/m3 100-41-4 Ethylbenzene ND 0.50 ppbv ND 2.2 ug/m3 1634-04-4 Methyl Tert-Butyl Ether ND 0.50 ppbv ND 1.8 ug/m3 91-20-3 Naphthalene ND 0.50 ppbv ND 2.6 ug/m3 108-88-3 Toluene ND 0.50 ppbv ND 1.9 ug/m3 m,p-Xylene ND 0.50 ppbv ND 2.2 ug/m3 95-47-6 o-Xylene ND 0.50 ppbv ND 2.2 ug/m3 1330-20-7 Xylenes,Total ND 0.50 ppbv ND 2.2 ug/m3 CAS No.Surrogate Recoveries Limits 460-00-4 4-Bromofluorobenzene 91%65-128% 16 of 21 TD8263966.1.1 Method Blank Summary Page 1 of 1 Job Number:TD82639 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2017-MB 3A2207184.D 1 07/14/22 KS n/a n/a V3A2017 The QC reported here applies to the following samples:Method: TO 3 TD82639-1, TD82639-2 CAS No.Compound Result RL Units Q Result RL Units TPH (C5-C12)ND 25 ppbv ND 100 ug/m3 TPH (C6-C10)ND 25 ppbv ND 100 ug/m3 TPH (C3-C12)ND 25 ppbv ND 100 ug/m3 17 of 21 TD8263966.1.2 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD82639 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2017-LCS 1A2207181.D 1 07/14/22 KS n/a n/a V1A2017 The QC reported here applies to the following samples:Method: TO-15 TD82639-1, TD82639-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits 71-43-2 Benzene 10 10.2 102 53-148 100-41-4 Ethylbenzene 10 10.6 106 61-157 1634-04-4 Methyl Tert-Butyl Ether 10 9.2 92 63-141 91-20-3 Naphthalene 10 11.7 117 42-184 108-88-3 Toluene 10 10.6 106 66-146 m,p-Xylene 20 21.1 106 45-168 95-47-6 o-Xylene 10 10.5 105 58-157 1330-20-7 Xylenes,Total 30 31.6 105 53-161 CAS No.Surrogate Recoveries BSP Limits 460-00-4 4-Bromofluorobenzene 95%65-128% * = Outside of Control Limits. 18 of 21 TD8263966.2.1 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD82639 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2017-LCS 3A2207183.D 1 07/14/22 KS n/a n/a V3A2017 The QC reported here applies to the following samples:Method: TO 3 TD82639-1, TD82639-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits TPH (C5-C12)232 209 90 70-130 TPH (C6-C10)179 158 88 70-130 TPH (C3-C12)250 226 90 70-130 * = Outside of Control Limits. 19 of 21 TD8263966.2.2 Duplicate Summary Page 1 of 1 Job Number:TD82639 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD82639-2DUP 1A2207187.D 1000 07/14/22 KS n/a n/a V1A2017 TD82639-2 1A2207186.D 1000 07/14/22 KS n/a n/a V1A2017 TD82639-2 1A2207188.D 2000 07/14/22 KS n/a n/a V1A2017 The QC reported here applies to the following samples:Method: TO-15 TD82639-1, TD82639-2 TD82639-2 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits 71-43-2 Benzene 2170 2230 3 25 100-41-4 Ethylbenzene 3460 3580 3 25 1634-04-4 Methyl Tert-Butyl Ether 157 160 J 2 25 91-20-3 Naphthalene ND ND nc 25 108-88-3 Toluene 26300 a 25900 E 2 25 m,p-Xylene 9850 10200 3 25 95-47-6 o-Xylene 4790 4940 3 25 1330-20-7 Xylenes,Total 14600 15100 3 25 CAS No.Surrogate Recoveries DUP TD82639-2 TD82639-2 Limits 460-00-4 4-Bromofluorobenzene 92%93%90%65-128% (a) Result is from Run #2. * = Outside of Control Limits. 20 of 21 TD8263966.3.1 Duplicate Summary Page 1 of 1 Job Number:TD82639 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD82639-2DUP 3A2207187.D 1000 07/14/22 KS n/a n/a V3A2017 TD82639-2 3A2207186.D 1000 07/14/22 KS n/a n/a V3A2017 The QC reported here applies to the following samples:Method: TO 3 TD82639-1, TD82639-2 TD82639-2 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits TPH (C5-C12)279000 286000 2 30 TPH (C6-C10)238000 243000 2 30 TPH (C3-C12)286000 294000 3 30 * = Outside of Control Limits. 21 of 21 TD8263966.3.2 08/29/22 Technical Report for AECOM, INC. (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC 60673614 SGS Job Number: TD83017 Sampling Date: 08/15/22 Report to: AECOM, INC. 5438 Wade Park Blvd Suite 200 Raleigh, NC 27607 walt.plekan@aecom.com; neaundra.wyatt@sgs.com; teresa.amentt.jennings@aecom.com; Angela_Scott@kindermorgan.com ATTN: Walt Plekan Total number of pages in report: Certifications: TX (T104704220-22-46) AR (21-045-0) AZ (AZ0769) FL (E87628) KS (E-10366) LA (85695/04004) NJ (TX010) OK (2021-158) VA (11647) This report shall not be reproduced, except in its entirety, without the written approval of SGS. Test results relate only to samples analyzed. SGS North America Inc. • 10165 Harwin Drive • Suite 150 • Houston, TX 77036 • tel: 713-271-4700 • fax: 713-271-4770 Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Program and/or state specific certification programs as applicable. Client Service contact: Neaundra Wyatt 713-271-4700 Kesavalu Bagawandoss General Manager Houston, TX 08/29/22 e-Hardcopy 2.0 Automated Report 19 SGS is the sole authority for authorizing edits or modifications to this document. Unauthorized modification of this report is strictly prohibited. Review standard terms at: http://www.sgs.com/en/terms-and-conditions The results set forth herein are provided by SGS North America Inc. Please share your ideas about how we can serve you better at: EHS.US.CustomerCare@sgs.com 1 of 19 TD83017 Table of Contents -1- Sections: Section 1: Sample Summary ...................................................................................................3 Section 2: Case Narrative/Conformance Summary ..............................................................4 Section 3: Summary of Hits ....................................................................................................5 Section 4: Sample Results ........................................................................................................6 4.1: TD83017-1: EFF081522 ...............................................................................................7 4.2: TD83017-2: IN081522 .................................................................................................9 Section 5: Misc. Forms ............................................................................................................11 5.1: Chain of Custody ...........................................................................................................12 Section 6: MS Volatiles - QC Data Summaries .....................................................................13 6.1: Method Blank Summary ................................................................................................14 6.2: Laboratory Control Sample Summary ...........................................................................16 6.3: Duplicate Summary .......................................................................................................18 1234562 of 19 TD83017 SGS North America Inc. Sample Summary AECOM, INC. Job No:TD83017 (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Project No: 60673614 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID This report contains results reported as ND = Not detected. The following applies: Organics ND = Not detected above the RL TD83017-1 08/15/22 13:45 08/16/22 AIR Air EFF081522 TD83017-2 08/15/22 14:00 08/16/22 AIR Air IN081522 3 of 19 TD830171 2 Samples were collected on 08/15/2022 and received intact at SGS North America Inc (SGS) on 08/16/2022 and properly preserved in 1 cooler at 18.7 Deg C. The samples received an SGS job number of TD83017. A listing of the Laboratory Sample ID, Client Sample ID and dates of collection are presented in the Results Summary Section of this report. Your samples were received in Tedlar bag, a sampling container not specified in EPA Methods TO-15 and TO-3. Except as noted below, all method specified calibrations and quality control performance criteria were met for this job. For more information, please refer to QC summary pages. Client:AECOM, INC. Site:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Job No:TD83017 Report Date 8/29/2022 12:07:59 P SAMPLE DELIVERY GROUP CASE NARRATIVE MS Volatiles By Method TO 3 Matrix:AIR Batch ID:V3A2030 All samples were analyzed within the recommended method holding time. Sample(s) TD83017-1DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. MS Volatiles By Method TO-15 Matrix:AIR Batch ID:V1A2030 All samples were analyzed within the recommended method holding time. Sample(s) TD83017-1DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. SGS certifies that this report meets the project requirements for analytical data produced for the samples as received at SGS and as stated on the COC. SGS certifies that the data meets the Data Quality Objectives for precision, accuracy and completeness as specified in the SGS Quality Manual except as noted above. This report is to be used in its entirety. SGS is not responsible for any assumptions of data quality if partial data packages are used. Monday, August 29, 2022 Page 1 of 1 4 of 19 TD830172 Summary of Hits Page 1 of 1 Job Number:TD83017 Account:AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Collected:08/15/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method TD83017-1 EFF081522 TPH (C5-C12)3560 400 ppbv TO 3 TPH (C6-C10)2380 400 ppbv TO 3 TPH (C3-C12)4350 400 ppbv TO 3 TPH (C5-C12)14600 1600 ug/m3 TO 3 TPH (C6-C10)9730 1600 ug/m3 TO 3 TPH (C3-C12)17800 1600 ug/m3 TO 3 Benzene 26.5 8.0 ppbv TO-15 Toluene 10.4 8.0 ppbv TO-15 Benzene 84.7 26 ug/m3 TO-15 Toluene 39.2 30 ug/m3 TO-15 TD83017-2 IN081522 TPH (C5-C12)173000 20000 ppbv TO 3 TPH (C6-C10)151000 20000 ppbv TO 3 TPH (C3-C12)179000 20000 ppbv TO 3 TPH (C5-C12)708000 82000 ug/m3 TO 3 TPH (C6-C10)618000 82000 ug/m3 TO 3 TPH (C3-C12)732000 82000 ug/m3 TO 3 Benzene 1750 400 ppbv TO-15 Ethylbenzene 2050 400 ppbv TO-15 Toluene 17700 800 ppbv TO-15 m,p-Xylene 5440 400 ppbv TO-15 o-Xylene 2470 400 ppbv TO-15 Xylenes,Total 7910 400 ppbv TO-15 Benzene 5590 1300 ug/m3 TO-15 Ethylbenzene 8900 1700 ug/m3 TO-15 Toluene 66700 3000 ug/m3 TO-15 m,p-Xylene 23600 1700 ug/m3 TO-15 o-Xylene 10700 1700 ug/m3 TO-15 Xylenes,Total 34400 1700 ug/m3 TO-15 5 of 19 TD830173 SGS North America Inc. Sample Results Report of Analysis Houston, TX Section 4 6 of 19 TD830174 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF081522 Lab Sample ID:TD83017-1 Date Sampled:08/15/22 Matrix:AIR - Air Date Received:08/16/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2208127.D 16 08/17/22 16:06 KS n/a n/a V3A2030 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)3560 400 ppbv 14600 1600 ug/m3 100 TPH (C6-C10)2380 400 ppbv 9730 1600 ug/m3 100 TPH (C3-C12)4350 400 ppbv 17800 1600 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 7 of 19 TD8301744.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF081522 Lab Sample ID:TD83017-1 Date Sampled:08/15/22 Matrix:AIR - Air Date Received:08/16/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2208127.D 16 08/17/22 16:06 KS n/a n/a V1A2030 Run #2 Initial Volume Run #1 400 ml Run #2 TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 26.5 8.0 ppbv 84.7 26 ug/m3 100-41-4 106.2 Ethylbenzene ND 8.0 ppbv ND 35 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 8.0 ppbv ND 29 ug/m3 91-20-3 128.17 Naphthalene ND 8.0 ppbv ND 42 ug/m3 108-88-3 92.14 Toluene 10.4 8.0 ppbv 39.2 30 ug/m3 106.2 m,p-Xylene ND 8.0 ppbv ND 35 ug/m3 95-47-6 106.2 o-Xylene ND 8.0 ppbv ND 35 ug/m3 1330-20-7 106.2 Xylenes,Total ND 8.0 ppbv ND 35 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 92%65-128% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 8 of 19 TD8301744.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN081522 Lab Sample ID:TD83017-2 Date Sampled:08/15/22 Matrix:AIR - Air Date Received:08/16/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2208129.D 800 08/17/22 17:22 KS n/a n/a V3A2030 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)173000 20000 ppbv 708000 82000 ug/m3 100 TPH (C6-C10)151000 20000 ppbv 618000 82000 ug/m3 100 TPH (C3-C12)179000 20000 ppbv 732000 82000 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 9 of 19 TD8301744.2 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN081522 Lab Sample ID:TD83017-2 Date Sampled:08/15/22 Matrix:AIR - Air Date Received:08/16/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2208129.D 800 08/17/22 17:22 KS n/a n/a V1A2030 Run #2 1A2208130.D 1600 08/17/22 17:59 KS n/a n/a V1A2030 Initial Volume Run #1 400 ml Run #2 400 ml TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 1750 400 ppbv 5590 1300 ug/m3 100-41-4 106.2 Ethylbenzene 2050 400 ppbv 8900 1700 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 400 ppbv ND 1400 ug/m3 91-20-3 128.17 Naphthalene ND 400 ppbv ND 2100 ug/m3 108-88-3 92.14 Toluene 17700 a 800 ppbv 66700 a 3000 ug/m3 106.2 m,p-Xylene 5440 400 ppbv 23600 1700 ug/m3 95-47-6 106.2 o-Xylene 2470 400 ppbv 10700 1700 ug/m3 1330-20-7 106.2 Xylenes,Total 7910 400 ppbv 34400 1700 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 94%93%65-128% (a) Result is from Run# 2 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 10 of 19 TD8301744.2 SGS North America Inc. Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Houston, TX Section 5 11 of 19 TD830175 TD83017: Chain of Custody Page 1 of 1 12 of 19 TD8301755.1 SGS North America Inc. MS Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries Houston, TX Section 6 13 of 19 TD830176 Method Blank Summary Page 1 of 1 Job Number:TD83017 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2030-MB 1A2208126.D 1 08/17/22 KS n/a n/a V1A2030 The QC reported here applies to the following samples:Method: TO-15 TD83017-1, TD83017-2 CAS No.Compound Result RL Units Q Result RL Units 71-43-2 Benzene ND 0.50 ppbv ND 1.6 ug/m3 100-41-4 Ethylbenzene ND 0.50 ppbv ND 2.2 ug/m3 1634-04-4 Methyl Tert-Butyl Ether ND 0.50 ppbv ND 1.8 ug/m3 91-20-3 Naphthalene ND 0.50 ppbv ND 2.6 ug/m3 108-88-3 Toluene ND 0.50 ppbv ND 1.9 ug/m3 m,p-Xylene ND 0.50 ppbv ND 2.2 ug/m3 95-47-6 o-Xylene ND 0.50 ppbv ND 2.2 ug/m3 1330-20-7 Xylenes,Total ND 0.50 ppbv ND 2.2 ug/m3 CAS No.Surrogate Recoveries Limits 460-00-4 4-Bromofluorobenzene 93%65-128% 14 of 19 TD8301766.1.1 Method Blank Summary Page 1 of 1 Job Number:TD83017 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2030-MB 3A2208126.D 1 08/17/22 KS n/a n/a V3A2030 The QC reported here applies to the following samples:Method: TO 3 TD83017-1, TD83017-2 CAS No.Compound Result RL Units Q Result RL Units TPH (C5-C12)ND 25 ppbv ND 100 ug/m3 TPH (C6-C10)ND 25 ppbv ND 100 ug/m3 TPH (C3-C12)ND 25 ppbv ND 100 ug/m3 15 of 19 TD8301766.1.2 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD83017 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2030-LCS 1A2208123.D 1 08/17/22 KS n/a n/a V1A2030 The QC reported here applies to the following samples:Method: TO-15 TD83017-1, TD83017-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits 71-43-2 Benzene 10 9.4 94 53-148 100-41-4 Ethylbenzene 10 10.1 101 61-157 1634-04-4 Methyl Tert-Butyl Ether 10 8.6 86 63-141 91-20-3 Naphthalene 10 11.6 116 42-184 108-88-3 Toluene 10 10 100 66-146 m,p-Xylene 20 19.6 98 45-168 95-47-6 o-Xylene 10 9.8 98 58-157 1330-20-7 Xylenes,Total 30 29.3 98 53-161 CAS No.Surrogate Recoveries BSP Limits 460-00-4 4-Bromofluorobenzene 96%65-128% * = Outside of Control Limits. 16 of 19 TD8301766.2.1 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD83017 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2030-LCS 3A2208125.D 1 08/17/22 KS n/a n/a V3A2030 The QC reported here applies to the following samples:Method: TO 3 TD83017-1, TD83017-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits TPH (C5-C12)232 182 78 70-130 TPH (C6-C10)179 139 78 70-130 TPH (C3-C12)250 196 78 70-130 * = Outside of Control Limits. 17 of 19 TD8301766.2.2 Duplicate Summary Page 1 of 1 Job Number:TD83017 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD83017-1DUP 1A2208128.D 16 08/17/22 KS n/a n/a V1A2030 TD83017-1 1A2208127.D 16 08/17/22 KS n/a n/a V1A2030 The QC reported here applies to the following samples:Method: TO-15 TD83017-1, TD83017-2 TD83017-1 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits 71-43-2 Benzene 26.5 27.3 3 25 100-41-4 Ethylbenzene 1.4 1.4 J 0 25 1634-04-4 Methyl Tert-Butyl Ether ND ND nc 25 91-20-3 Naphthalene ND ND nc 25 108-88-3 Toluene 10.4 10.6 2 25 m,p-Xylene 4.0 4.3 J 7 25 95-47-6 o-Xylene 2.4 2.5 J 4 25 1330-20-7 Xylenes,Total 6.4 6.8 J 6 25 CAS No.Surrogate Recoveries DUP TD83017-1 Limits 460-00-4 4-Bromofluorobenzene 91%92%65-128% * = Outside of Control Limits. 18 of 19 TD8301766.3.1 Duplicate Summary Page 1 of 1 Job Number:TD83017 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD83017-1DUP 3A2208128.D 16 08/17/22 KS n/a n/a V3A2030 TD83017-1 3A2208127.D 16 08/17/22 KS n/a n/a V3A2030 The QC reported here applies to the following samples:Method: TO 3 TD83017-1, TD83017-2 TD83017-1 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits TPH (C5-C12)3560 3620 2 30 TPH (C6-C10)2380 2410 1 30 TPH (C3-C12)4350 4440 2 30 * = Outside of Control Limits. 19 of 19 TD8301766.3.2 09/27/22 Technical Report for AECOM, INC. (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Project # 60673614 SGS Job Number: TD83351 Sampling Date: 09/13/22 Report to: AECOM, INC. 5438 Wade Park Blvd Suite 200 Raleigh, NC 27607 walt.plekan@aecom.com; neaundra.wyatt@sgs.com; teresa.amentt.jennings@aecom.com; Angela_Scott@kindermorgan.com ATTN: Walt Plekan Total number of pages in report: Certifications: TX (T104704220-22-46) AR (21-045-0) AZ (AZ0769) FL (E87628) KS (E-10366) LA (85695/04004) NJ (TX010) OK (2021-158) VA (11647) This report shall not be reproduced, except in its entirety, without the written approval of SGS. Test results relate only to samples analyzed. SGS North America Inc. • 10165 Harwin Drive • Suite 150 • Houston, TX 77036 • tel: 713-271-4700 • fax: 713-271-4770 Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Program and/or state specific certification programs as applicable. Client Service contact: Neaundra Wyatt 713-271-4700 Kesavalu Bagawandoss General Manager Houston, TX 09/27/22 e-Hardcopy 2.0 Automated Report 21 SGS is the sole authority for authorizing edits or modifications to this document. Unauthorized modification of this report is strictly prohibited. Review standard terms at: http://www.sgs.com/en/terms-and-conditions The results set forth herein are provided by SGS North America Inc. Please share your ideas about how we can serve you better at: EHS.US.CustomerCare@sgs.com 1 of 21 TD83351 Table of Contents -1- Sections: Section 1: Sample Summary ...................................................................................................3 Section 2: Case Narrative/Conformance Summary ..............................................................4 Section 3: Summary of Hits ....................................................................................................5 Section 4: Sample Results ........................................................................................................6 4.1: TD83351-1: EFF091322 ...............................................................................................7 4.2: TD83351-2: IN091322 .................................................................................................9 Section 5: Misc. Forms ............................................................................................................11 5.1: Chain of Custody ...........................................................................................................12 Section 6: MS Volatiles - QC Data Summaries .....................................................................15 6.1: Method Blank Summary ................................................................................................16 6.2: Laboratory Control Sample Summary ...........................................................................18 6.3: Duplicate Summary .......................................................................................................20 1234562 of 21 TD83351 SGS North America Inc. Sample Summary AECOM, INC. Job No:TD83351 (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Project No: Project # 60673614 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID This report contains results reported as ND = Not detected. The following applies: Organics ND = Not detected above the RL TD83351-1 09/13/22 08:30 09/14/22 AIR Air EFF091322 TD83351-2 09/13/22 08:50 09/14/22 AIR Air IN091322 3 of 21 TD833511 2 Samples were collected on 09/13/2022 and received intact at SGS North America Inc (SGS) on 09/14/2022 and properly preserved in 1 cooler at 22.3 Deg C. The samples received an SGS job number of TD83351. A listing of the Laboratory Sample ID, Client Sample ID and dates of collection are presented in the Results Summary Section of this report. Except as noted below, all method specified calibrations and quality control performance criteria were met for this job. For more information, please refer to QC summary pages. Client:AECOM, INC. Site:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Job No:TD83351 Report Date 9/27/2022 11:01:06 A SAMPLE DELIVERY GROUP CASE NARRATIVE MS Volatiles By Method TO 3 Matrix:AIR Batch ID:V3A2041 Sample(s) TD83351-1DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. Sample(s) TD83351-1, TD83351-2 have compounds reported with “D” qualifiers indicating results from the diluted analysis. All samples were analyzed within the recommended method holding time. MS Volatiles By Method TO-15 Matrix:AIR Batch ID:V1A2041 All samples were analyzed within the recommended method holding time. Sample(s) TD83351-1DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. Sample(s) TD83351-1, TD83351-2 have compounds reported with “D” qualifiers indicating results from the diluted analysis. SGS certifies that this report meets the project requirements for analytical data produced for the samples as received at SGS and as stated on the COC. SGS certifies that the data meets the Data Quality Objectives for precision, accuracy and completeness as specified in the SGS Quality Manual except as noted above. This report is to be used in its entirety. SGS is not responsible for any assumptions of data quality if partial data packages are used. Tuesday, September 27, 2022 Page 1 of 1 4 of 21 TD833512 Summary of Hits Page 1 of 1 Job Number:TD83351 Account:AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Collected:09/13/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method TD83351-1 EFF091322 TPH (C5-C12)5190 500 ppbv TO 3 TPH (C6-C10)3540 500 ppbv TO 3 TPH (C3-C12)6800 500 ppbv TO 3 TPH (C5-C12)21200 2000 ug/m3 TO 3 TPH (C6-C10)14500 2000 ug/m3 TO 3 TPH (C3-C12)27800 2000 ug/m3 TO 3 Benzene 35.4 10 ppbv TO-15 Toluene 27.2 10 ppbv TO-15 m,p-Xylene 11.0 10 ppbv TO-15 Xylenes,Total 15.9 10 ppbv TO-15 Benzene 113 32 ug/m3 TO-15 Toluene 103 38 ug/m3 TO-15 m,p-Xylene 47.8 43 ug/m3 TO-15 Xylenes,Total 69.1 43 ug/m3 TO-15 TD83351-2 IN091322 TPH (C5-C12)216000 20000 ppbv TO 3 TPH (C6-C10)187000 20000 ppbv TO 3 TPH (C3-C12)220000 20000 ppbv TO 3 TPH (C5-C12)883000 82000 ug/m3 TO 3 TPH (C6-C10)765000 82000 ug/m3 TO 3 TPH (C3-C12)900000 82000 ug/m3 TO 3 Benzene 1720 400 ppbv TO-15 Ethylbenzene 1720 400 ppbv TO-15 Toluene 17200 800 ppbv TO-15 m,p-Xylene 4740 400 ppbv TO-15 o-Xylene 2110 400 ppbv TO-15 Xylenes,Total 6850 400 ppbv TO-15 Benzene 5490 1300 ug/m3 TO-15 Ethylbenzene 7470 1700 ug/m3 TO-15 Toluene 64800 3000 ug/m3 TO-15 m,p-Xylene 20600 1700 ug/m3 TO-15 o-Xylene 9160 1700 ug/m3 TO-15 Xylenes,Total 29800 1700 ug/m3 TO-15 5 of 21 TD833513 SGS North America Inc. Sample Results Report of Analysis Houston, TX Section 4 6 of 21 TD833514 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF091322 Lab Sample ID:TD83351-1 Date Sampled:09/13/22 Matrix:AIR - Air Date Received:09/14/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2209043.D 20 09/20/22 14:26 KS n/a n/a V3A2041 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)5190 500 ppbv 21200 2000 ug/m3 100 TPH (C6-C10)3540 500 ppbv 14500 2000 ug/m3 100 TPH (C3-C12)6800 500 ppbv 27800 2000 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 7 of 21 TD8335144.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF091322 Lab Sample ID:TD83351-1 Date Sampled:09/13/22 Matrix:AIR - Air Date Received:09/14/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2209043.D 20 09/20/22 14:26 KS n/a n/a V1A2041 Run #2 Initial Volume Run #1 400 ml Run #2 TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 35.4 10 ppbv 113 32 ug/m3 100-41-4 106.2 Ethylbenzene ND 10 ppbv ND 43 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 10 ppbv ND 36 ug/m3 91-20-3 128.17 Naphthalene ND 10 ppbv ND 52 ug/m3 108-88-3 92.14 Toluene 27.2 10 ppbv 103 38 ug/m3 106.2 m,p-Xylene 11.0 10 ppbv 47.8 43 ug/m3 95-47-6 106.2 o-Xylene ND 10 ppbv ND 43 ug/m3 1330-20-7 106.2 Xylenes,Total 15.9 10 ppbv 69.1 43 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 94%65-128% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 8 of 21 TD8335144.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN091322 Lab Sample ID:TD83351-2 Date Sampled:09/13/22 Matrix:AIR - Air Date Received:09/14/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2209045.D 800 09/20/22 15:50 KS n/a n/a V3A2041 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)216000 20000 ppbv 883000 82000 ug/m3 100 TPH (C6-C10)187000 20000 ppbv 765000 82000 ug/m3 100 TPH (C3-C12)220000 20000 ppbv 900000 82000 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 9 of 21 TD8335144.2 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN091322 Lab Sample ID:TD83351-2 Date Sampled:09/13/22 Matrix:AIR - Air Date Received:09/14/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2209045.D 800 09/20/22 15:50 KS n/a n/a V1A2041 Run #2 1A2209046.D 1600 09/20/22 16:27 KS n/a n/a V1A2041 Initial Volume Run #1 400 ml Run #2 400 ml TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 1720 400 ppbv 5490 1300 ug/m3 100-41-4 106.2 Ethylbenzene 1720 400 ppbv 7470 1700 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 400 ppbv ND 1400 ug/m3 91-20-3 128.17 Naphthalene ND 400 ppbv ND 2100 ug/m3 108-88-3 92.14 Toluene 17200 a 800 ppbv 64800 a 3000 ug/m3 106.2 m,p-Xylene 4740 400 ppbv 20600 1700 ug/m3 95-47-6 106.2 o-Xylene 2110 400 ppbv 9160 1700 ug/m3 1330-20-7 106.2 Xylenes,Total 6850 400 ppbv 29800 1700 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 96%95%65-128% (a) Result is from Run# 2 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 10 of 21 TD8335144.2 SGS North America Inc. Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Houston, TX Section 5 11 of 21 TD833515 TD83351: Chain of Custody Page 1 of 3 12 of 21 TD8335155.1 Page 1 of 2 Job Number:TD83351 Client:AECOM Date / Time Received:9/15/2022 11:15:00 AM Delv Method:FEDEX Project:PPL-GUILFORD GREENE # of Coolers:1 Airbill #'s:490527039102 Cooler Information 1. Custody Seals Present: 2. Custody Seals Intact: 4. Cooler temp verification: 3. Temp criteria achieved: 3. Cooler media:No Ice Trip Blank Information Y or N 1. Trip Blank present / cooler: 2. Trip Blank listed on COC: 2. Samples preserved properly: 9. VOCs headspace free: Sample Information Y or N 1. Sample labels present on bottles: 7. Container labeling complete: 5. Sample recvd within HT: 4. Condition of sample: 8. Analysis requested is clear: 10. Bottles received for unspecified tests 3. Sufficient volume recvd for analysis: 12. Special Instructions (compositing/filtering) clear: Intact Cooler Temps (Initial/Adjusted):#1: (22/22.3); Therm ID:T-SMO-1; Temp Adjustment Factor:0.3; SGS Sample Receipt Summary 0Number of terracores: 0Number of 5035 Field Kits: 0Number of Lab Filtered Metals: Residual Chlorine Test Strip Lot #: Misc. Information 3. Type Of TB Received W or S N/A Y or N N/A 6. Dates/Times/IDs on COC match Sample Label 13. Voa Soil Kits/Jars received past 48hrs? 14. % Solids Jar received? 15. Residual Chlorine Present? 11. COC Present: N/A Test Strip Lot #s:pH 1-12:10D2191 pH 12+:Other: (Specify) N/A Comments TD83351: Chain of Custody Page 2 of 3 13 of 21 TD8335155.1 Sample Receipt Log Job #:TD83351 Date / Time Received:9/15/2022 11:15:00 AM Initials:MAURICIM Client:AECOM Sample ID:Bot #Cooler #Vol Location Pres pH Therm ID Therm CF Corrected Temp Initial Temp Page 2 of 2 TEDLAR BAG AIR LAB N/P Note #2 - Preservative check not applicable.T-SMO-1 0.3 22.31TD83351-1 221 TEDLAR BAG AIR LAB N/P Note #2 - Preservative check not applicable.T-SMO-1 0.3 22.31TD83351-2 221 TD83351: Chain of Custody Page 3 of 3 14 of 21 TD8335155.1 SGS North America Inc. MS Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries Houston, TX Section 6 15 of 21 TD833516 Method Blank Summary Page 1 of 1 Job Number:TD83351 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2041-MB 1A2209042A.D1 09/20/22 KS n/a n/a V1A2041 The QC reported here applies to the following samples:Method: TO-15 TD83351-1, TD83351-2 CAS No.Compound Result RL Units Q Result RL Units 71-43-2 Benzene ND 0.50 ppbv ND 1.6 ug/m3 100-41-4 Ethylbenzene ND 0.50 ppbv ND 2.2 ug/m3 1634-04-4 Methyl Tert-Butyl Ether ND 0.50 ppbv ND 1.8 ug/m3 91-20-3 Naphthalene ND 0.50 ppbv ND 2.6 ug/m3 108-88-3 Toluene ND 0.50 ppbv ND 1.9 ug/m3 m,p-Xylene ND 0.50 ppbv ND 2.2 ug/m3 95-47-6 o-Xylene ND 0.50 ppbv ND 2.2 ug/m3 1330-20-7 Xylenes,Total ND 0.50 ppbv ND 2.2 ug/m3 CAS No.Surrogate Recoveries Limits 460-00-4 4-Bromofluorobenzene 94%65-128% 16 of 21 TD8335166.1.1 Method Blank Summary Page 1 of 1 Job Number:TD83351 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2041-MB 3A2209042.D 1 09/20/22 KS n/a n/a V3A2041 The QC reported here applies to the following samples:Method: TO 3 TD83351-1, TD83351-2 CAS No.Compound Result RL Units Q Result RL Units TPH (C5-C12)ND 25 ppbv ND 100 ug/m3 TPH (C6-C10)ND 25 ppbv ND 100 ug/m3 TPH (C3-C12)ND 25 ppbv ND 100 ug/m3 17 of 21 TD8335166.1.2 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD83351 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2041-LCS 1A2209039A.D1 09/20/22 KS n/a n/a V1A2041 The QC reported here applies to the following samples:Method: TO-15 TD83351-1, TD83351-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits 71-43-2 Benzene 10 10.3 103 53-148 100-41-4 Ethylbenzene 10 11.0 110 61-157 1634-04-4 Methyl Tert-Butyl Ether 10 10.1 101 63-141 91-20-3 Naphthalene 10 12.1 121 42-184 108-88-3 Toluene 10 10.8 108 66-146 m,p-Xylene 20 21.4 107 45-168 95-47-6 o-Xylene 10 10.5 105 58-157 1330-20-7 Xylenes,Total 30 31.9 106 53-161 CAS No.Surrogate Recoveries BSP Limits 460-00-4 4-Bromofluorobenzene 101%65-128% * = Outside of Control Limits. 18 of 21 TD8335166.2.1 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD83351 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2041-LCS 3A2209041.D 1 09/20/22 KS n/a n/a V3A2041 The QC reported here applies to the following samples:Method: TO 3 TD83351-1, TD83351-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits TPH (C5-C12)232 225 97 70-130 TPH (C6-C10)179 168 94 70-130 TPH (C3-C12)250 239 96 70-130 * = Outside of Control Limits. 19 of 21 TD8335166.2.2 Duplicate Summary Page 1 of 1 Job Number:TD83351 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD83351-1DUP 1A2209044.D 20 09/20/22 KS n/a n/a V1A2041 TD83351-1 1A2209043.D 20 09/20/22 KS n/a n/a V1A2041 The QC reported here applies to the following samples:Method: TO-15 TD83351-1, TD83351-2 TD83351-1 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits 71-43-2 Benzene 35.4 35.2 1 25 100-41-4 Ethylbenzene 3.5 3.2 J 9 25 1634-04-4 Methyl Tert-Butyl Ether ND ND nc 25 91-20-3 Naphthalene ND ND nc 25 108-88-3 Toluene 27.2 26.0 5 25 m,p-Xylene 11.0 10.3 7 25 95-47-6 o-Xylene 4.9 4.6 J 6 25 1330-20-7 Xylenes,Total 15.9 15.0 6 25 CAS No.Surrogate Recoveries DUP TD83351-1 Limits 460-00-4 4-Bromofluorobenzene 98%94%65-128% * = Outside of Control Limits. 20 of 21 TD8335166.3.1 Duplicate Summary Page 1 of 1 Job Number:TD83351 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD83351-1DUP 3A2209044.D 20 09/20/22 KS n/a n/a V3A2041 TD83351-1 3A2209043.D 20 09/20/22 KS n/a n/a V3A2041 The QC reported here applies to the following samples:Method: TO 3 TD83351-1, TD83351-2 TD83351-1 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits TPH (C5-C12)5190 5200 0 30 TPH (C6-C10)3540 3550 0 30 TPH (C3-C12)6800 6790 0 30 * = Outside of Control Limits. 21 of 21 TD8335166.3.2 11/02/22 Technical Report for AECOM, INC. (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC 60673614 SGS Job Number: TD83669 Sampling Date: 10/18/22 Report to: AECOM, INC. 5438 Wade Park Blvd Suite 200 Raleigh, NC 27607 walt.plekan@aecom.com; neaundra.wyatt@sgs.com; teresa.amentt.jennings@aecom.com; Angela_Scott@kindermorgan.com ATTN: Walt Plekan Total number of pages in report: Certifications: TX (T104704220-22-46) AR (21-045-0) AZ (AZ0769) FL (E87628) KS (E-10366) LA (85695/04004) NJ (TX010) OK (2021-158) VA (11647) This report shall not be reproduced, except in its entirety, without the written approval of SGS. Test results relate only to samples analyzed. SGS North America Inc. • 10165 Harwin Drive • Suite 150 • Houston, TX 77036 • tel: 713-271-4700 • fax: 713-271-4770 Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Program and/or state specific certification programs as applicable. Client Service contact: Neaundra Wyatt 713-271-4700 Kesavalu Bagawandoss General Manager Houston, TX 11/02/22 e-Hardcopy 2.0 Automated Report 19 SGS is the sole authority for authorizing edits or modifications to this document. Unauthorized modification of this report is strictly prohibited. Review standard terms at: http://www.sgs.com/en/terms-and-conditions The results set forth herein are provided by SGS North America Inc. Please share your ideas about how we can serve you better at: EHS.US.CustomerCare@sgs.com 1 of 19 TD83669 Table of Contents -1- Sections: Section 1: Sample Summary ...................................................................................................3 Section 2: Case Narrative/Conformance Summary ..............................................................4 Section 3: Summary of Hits ....................................................................................................5 Section 4: Sample Results ........................................................................................................6 4.1: TD83669-1: EFF101822 ...............................................................................................7 4.2: TD83669-2: IN101822 .................................................................................................9 Section 5: Misc. Forms ............................................................................................................11 5.1: Chain of Custody ...........................................................................................................12 Section 6: MS Volatiles - QC Data Summaries .....................................................................13 6.1: Method Blank Summary ................................................................................................14 6.2: Laboratory Control Sample Summary ...........................................................................16 6.3: Duplicate Summary .......................................................................................................18 1234562 of 19 TD83669 SGS North America Inc. Sample Summary AECOM, INC. Job No:TD83669 (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Project No: 60673614 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID This report contains results reported as ND = Not detected. The following applies: Organics ND = Not detected above the RL TD83669-1 10/18/22 10:55 10/19/22 AIR Air EFF101822 TD83669-2 10/18/22 11:15 10/19/22 AIR Air IN101822 3 of 19 TD836691 2 Samples were collected on 10/18/2022 and received intact at SGS North America Inc (SGS) on 10/19/2022 and properly preserved in 1 cooler at 22 Deg C. The samples received an SGS job number of TD83669. A listing of the Laboratory Sample ID, Client Sample ID and dates of collection are presented in the Results Summary Section of this report. The canisters used to collect samples for TO-15 analysis were either individually or batch certified as clean to a level of 0.2 ppbv, with the exception of Acetone, Ethanol and Isopropanol which are certified to 1.0 ppbv. Methylene Chloride is certified to 0.4 ppbv. Any sample analyte value below certified ppbv value and above the MDL may be from a canister artifact, but there is currently no B-flag type mechanism to indicate this possibility or that a hit above the MDL and below 0.2 ppbv had been found. Except as noted below, all method specified calibrations and quality control performance criteria were met for this job. For more information, please refer to QC summary pages. Client:AECOM, INC. Site:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Job No:TD83669 Report Date 11/2/2022 7:59:10 AM SAMPLE DELIVERY GROUP CASE NARRATIVE MS Volatiles By Method TO 3 Matrix:AIR Batch ID:V3A2052 All samples were analyzed within the recommended method holding time. Sample(s) TD83669-2DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. MS Volatiles By Method TO-15 Matrix:AIR Batch ID:V1A2052 All samples were analyzed within the recommended method holding time. Sample(s) TD83669-2DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. SGS certifies that this report meets the project requirements for analytical data produced for the samples as received at SGS and as stated on the COC. SGS certifies that the data meets the Data Quality Objectives for precision, accuracy and completeness as specified in the SGS Quality Manual except as noted above. This report is to be used in its entirety. SGS is not responsible for any assumptions of data quality if partial data packages are used. Wednesday, November 2, 2022 Page 1 of 1 4 of 19 TD836692 Summary of Hits Page 1 of 1 Job Number:TD83669 Account:AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Collected:10/18/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method TD83669-1 EFF101822 TPH (C5-C12)6990 500 ppbv TO 3 TPH (C6-C10)5120 500 ppbv TO 3 TPH (C3-C12)8420 500 ppbv TO 3 TPH (C5-C12)28600 2000 ug/m3 TO 3 TPH (C6-C10)20900 2000 ug/m3 TO 3 TPH (C3-C12)34400 2000 ug/m3 TO 3 Benzene 57.8 10 ppbv TO-15 Ethylbenzene 10.2 10 ppbv TO-15 Toluene 55.8 10 ppbv TO-15 m,p-Xylene 38.4 10 ppbv TO-15 o-Xylene 18.0 10 ppbv TO-15 Xylenes,Total 56.4 10 ppbv TO-15 Benzene 185 32 ug/m3 TO-15 Ethylbenzene 44.3 43 ug/m3 TO-15 Toluene 210 38 ug/m3 TO-15 m,p-Xylene 167 43 ug/m3 TO-15 o-Xylene 78.2 43 ug/m3 TO-15 Xylenes,Total 245 43 ug/m3 TO-15 TD83669-2 IN101822 TPH (C5-C12)161000 16000 ppbv TO 3 TPH (C6-C10)138000 16000 ppbv TO 3 TPH (C3-C12)167000 16000 ppbv TO 3 TPH (C5-C12)658000 65000 ug/m3 TO 3 TPH (C6-C10)564000 65000 ug/m3 TO 3 TPH (C3-C12)683000 65000 ug/m3 TO 3 Benzene 1430 320 ppbv TO-15 Ethylbenzene 1150 320 ppbv TO-15 Toluene 14000 640 ppbv TO-15 m,p-Xylene 3320 320 ppbv TO-15 o-Xylene 1460 320 ppbv TO-15 Xylenes,Total 4780 320 ppbv TO-15 Benzene 4570 1000 ug/m3 TO-15 Ethylbenzene 5000 1400 ug/m3 TO-15 Toluene 52800 2400 ug/m3 TO-15 m,p-Xylene 14400 1400 ug/m3 TO-15 o-Xylene 6340 1400 ug/m3 TO-15 Xylenes,Total 20800 1400 ug/m3 TO-15 5 of 19 TD836693 SGS North America Inc. Sample Results Report of Analysis Houston, TX Section 4 6 of 19 TD836694 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF101822 Lab Sample ID:TD83669-1 Date Sampled:10/18/22 Matrix:AIR - Air Date Received:10/19/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2210197.D 20 10/19/22 18:47 KS n/a n/a V3A2052 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)6990 500 ppbv 28600 2000 ug/m3 100 TPH (C6-C10)5120 500 ppbv 20900 2000 ug/m3 100 TPH (C3-C12)8420 500 ppbv 34400 2000 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 7 of 19 TD8366944.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF101822 Lab Sample ID:TD83669-1 Date Sampled:10/18/22 Matrix:AIR - Air Date Received:10/19/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2210197.D 20 10/19/22 18:47 KS n/a n/a V1A2052 Run #2 Initial Volume Run #1 400 ml Run #2 TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 57.8 10 ppbv 185 32 ug/m3 100-41-4 106.2 Ethylbenzene 10.2 10 ppbv 44.3 43 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 10 ppbv ND 36 ug/m3 91-20-3 128.17 Naphthalene ND 10 ppbv ND 52 ug/m3 108-88-3 92.14 Toluene 55.8 10 ppbv 210 38 ug/m3 106.2 m,p-Xylene 38.4 10 ppbv 167 43 ug/m3 95-47-6 106.2 o-Xylene 18.0 10 ppbv 78.2 43 ug/m3 1330-20-7 106.2 Xylenes,Total 56.4 10 ppbv 245 43 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 94%65-128% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 8 of 19 TD8366944.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN101822 Lab Sample ID:TD83669-2 Date Sampled:10/18/22 Matrix:AIR - Air Date Received:10/19/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2210193.D 640 10/19/22 16:10 KS n/a n/a V3A2052 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)161000 16000 ppbv 658000 65000 ug/m3 100 TPH (C6-C10)138000 16000 ppbv 564000 65000 ug/m3 100 TPH (C3-C12)167000 16000 ppbv 683000 65000 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 9 of 19 TD8366944.2 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN101822 Lab Sample ID:TD83669-2 Date Sampled:10/18/22 Matrix:AIR - Air Date Received:10/19/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2210193.D 640 10/19/22 16:10 KS n/a n/a V1A2052 Run #2 1A2210195.D 1280 10/19/22 17:25 KS n/a n/a V1A2052 Initial Volume Run #1 400 ml Run #2 400 ml TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 1430 320 ppbv 4570 1000 ug/m3 100-41-4 106.2 Ethylbenzene 1150 320 ppbv 5000 1400 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 320 ppbv ND 1200 ug/m3 91-20-3 128.17 Naphthalene ND 320 ppbv ND 1700 ug/m3 108-88-3 92.14 Toluene 14000 a 640 ppbv 52800 a 2400 ug/m3 106.2 m,p-Xylene 3320 320 ppbv 14400 1400 ug/m3 95-47-6 106.2 o-Xylene 1460 320 ppbv 6340 1400 ug/m3 1330-20-7 106.2 Xylenes,Total 4780 320 ppbv 20800 1400 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 93%94%65-128% (a) Result is from Run# 2 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 10 of 19 TD8366944.2 SGS North America Inc. Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Houston, TX Section 5 11 of 19 TD836695 TD83669: Chain of Custody Page 1 of 1 12 of 19 TD8366955.1 SGS North America Inc. MS Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries Houston, TX Section 6 13 of 19 TD836696 Method Blank Summary Page 1 of 1 Job Number:TD83669 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2052-MB 1A2210191.D 1 10/19/22 KS n/a n/a V1A2052 The QC reported here applies to the following samples:Method: TO-15 TD83669-1, TD83669-2 CAS No.Compound Result RL Units Q Result RL Units 71-43-2 Benzene ND 0.50 ppbv ND 1.6 ug/m3 100-41-4 Ethylbenzene ND 0.50 ppbv ND 2.2 ug/m3 1634-04-4 Methyl Tert-Butyl Ether ND 0.50 ppbv ND 1.8 ug/m3 91-20-3 Naphthalene ND 0.50 ppbv ND 2.6 ug/m3 108-88-3 Toluene ND 0.50 ppbv ND 1.9 ug/m3 m,p-Xylene ND 0.50 ppbv ND 2.2 ug/m3 95-47-6 o-Xylene ND 0.50 ppbv ND 2.2 ug/m3 1330-20-7 Xylenes,Total ND 0.50 ppbv ND 2.2 ug/m3 CAS No.Surrogate Recoveries Limits 460-00-4 4-Bromofluorobenzene 92%65-128% 14 of 19 TD8366966.1.1 Method Blank Summary Page 1 of 1 Job Number:TD83669 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2052-MB 3A2210191.D 1 10/19/22 KS n/a n/a V3A2052 The QC reported here applies to the following samples:Method: TO 3 TD83669-1, TD83669-2 CAS No.Compound Result RL Units Q Result RL Units TPH (C5-C12)ND 25 ppbv ND 100 ug/m3 TPH (C6-C10)ND 25 ppbv ND 100 ug/m3 TPH (C3-C12)ND 25 ppbv ND 100 ug/m3 15 of 19 TD8366966.1.2 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD83669 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2052-LCS 1A2210188.D 1 10/19/22 KS n/a n/a V1A2052 The QC reported here applies to the following samples:Method: TO-15 TD83669-1, TD83669-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits 71-43-2 Benzene 10 9.5 95 53-148 100-41-4 Ethylbenzene 10 10.5 105 61-157 1634-04-4 Methyl Tert-Butyl Ether 10 9.1 91 63-141 91-20-3 Naphthalene 10 12.1 121 42-184 108-88-3 Toluene 10 10.2 102 66-146 m,p-Xylene 20 20.4 102 45-168 95-47-6 o-Xylene 10 10.0 100 58-157 1330-20-7 Xylenes,Total 30 30.4 101 53-161 CAS No.Surrogate Recoveries BSP Limits 460-00-4 4-Bromofluorobenzene 98%65-128% * = Outside of Control Limits. 16 of 19 TD8366966.2.1 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD83669 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2052-LCS 3A2210190.D 1 10/19/22 KS n/a n/a V3A2052 The QC reported here applies to the following samples:Method: TO 3 TD83669-1, TD83669-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits TPH (C5-C12)232 204 88 70-130 TPH (C6-C10)179 153 86 70-130 TPH (C3-C12)250 220 88 70-130 * = Outside of Control Limits. 17 of 19 TD8366966.2.2 Duplicate Summary Page 1 of 1 Job Number:TD83669 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD83669-2DUP 1A2210194.D 640 10/19/22 KS n/a n/a V1A2052 TD83669-2 1A2210193.D 640 10/19/22 KS n/a n/a V1A2052 TD83669-2 1A2210195.D 1280 10/19/22 KS n/a n/a V1A2052 The QC reported here applies to the following samples:Method: TO-15 TD83669-1, TD83669-2 TD83669-2 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits 71-43-2 Benzene 1430 1440 1 25 100-41-4 Ethylbenzene 1150 1170 2 25 1634-04-4 Methyl Tert-Butyl Ether 121 122 J 1 25 91-20-3 Naphthalene ND ND nc 25 108-88-3 Toluene 14000 a 13400 E 4 25 m,p-Xylene 3320 3340 1 25 95-47-6 o-Xylene 1460 1460 0 25 1330-20-7 Xylenes,Total 4780 4800 0 25 CAS No.Surrogate Recoveries DUP TD83669-2 TD83669-2 Limits 460-00-4 4-Bromofluorobenzene 93%93%94%65-128% (a) Result is from Run #2. * = Outside of Control Limits. 18 of 19 TD8366966.3.1 Duplicate Summary Page 1 of 1 Job Number:TD83669 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD83669-2DUP 3A2210194.D 640 10/19/22 KS n/a n/a V3A2052 TD83669-2 3A2210193.D 640 10/19/22 KS n/a n/a V3A2052 The QC reported here applies to the following samples:Method: TO 3 TD83669-1, TD83669-2 TD83669-2 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits TPH (C5-C12)161000 163000 1 30 TPH (C6-C10)138000 140000 1 30 TPH (C3-C12)167000 169000 1 30 * = Outside of Control Limits. 19 of 19 TD8366966.3.2 12/09/22 Technical Report for AECOM, INC. (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC 60673614 SGS Job Number: TD83981 Sampling Date: 11/15/22 Report to: AECOM, INC. 5438 Wade Park Blvd Suite 200 Raleigh, NC 27607 walt.plekan@aecom.com; neaundra.wyatt@sgs.com; teresa.amentt.jennings@aecom.com; Angela_Scott@kindermorgan.com ATTN: Walt Plekan Total number of pages in report: Certifications: TX (T104704220-22-46) AR (21-045-0) AZ (AZ0769) FL (E87628) KS (E-10366) LA (85695/04004) NJ (TX010) OK (2021-158) VA (11647) This report shall not be reproduced, except in its entirety, without the written approval of SGS. Test results relate only to samples analyzed. SGS North America Inc. • 10165 Harwin Drive • Suite 150 • Houston, TX 77036 • tel: 713-271-4700 • fax: 713-271-4770 Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Program and/or state specific certification programs as applicable. Client Service contact: Neaundra Wyatt 713-271-4700 Kesavalu Bagawandoss General Manager Houston, TX 12/09/22 e-Hardcopy 2.0 Automated Report 19 SGS is the sole authority for authorizing edits or modifications to this document. Unauthorized modification of this report is strictly prohibited. Review standard terms at: http://www.sgs.com/en/terms-and-conditions The results set forth herein are provided by SGS North America Inc. Please share your ideas about how we can serve you better at: EHS.US.CustomerCare@sgs.com 1 of 19 TD83981 Table of Contents -1- Sections: Section 1: Sample Summary ...................................................................................................3 Section 2: Case Narrative/Conformance Summary ..............................................................4 Section 3: Summary of Hits ....................................................................................................5 Section 4: Sample Results ........................................................................................................6 4.1: TD83981-1: EFF111522 ...............................................................................................7 4.2: TD83981-2: IN111522 ..................................................................................................9 Section 5: Misc. Forms ............................................................................................................11 5.1: Chain of Custody ...........................................................................................................12 Section 6: MS Volatiles - QC Data Summaries .....................................................................13 6.1: Method Blank Summary ................................................................................................14 6.2: Laboratory Control Sample Summary ...........................................................................16 6.3: Duplicate Summary .......................................................................................................18 1234562 of 19 TD83981 SGS North America Inc. Sample Summary AECOM, INC. Job No:TD83981 (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Project No: 60673614 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID This report contains results reported as ND = Not detected. The following applies: Organics ND = Not detected above the RL TD83981-1 11/15/22 09:00 11/16/22 AIR Air EFF111522 TD83981-2 11/15/22 09:30 11/16/22 AIR Air IN111522 3 of 19 TD839811 2 Samples were collected on 11/15/2022 and received intact at SGS North America Inc (SGS) on 11/16/2022 and properly preserved in 1 cooler at 22.1 Deg C. The samples received an SGS job number of TD83981. A listing of the Laboratory Sample ID, Client Sample ID and dates of collection are presented in the Results Summary Section of this report. Your samples were received in Tedlar bag, a sampling container not specified in EPA Methods TO-15 and TO-3. Your samples were transferred into a certified clean summa canister upon receipt which prolonged the sample hold time. Except as noted below, all method specified calibrations and quality control performance criteria were met for this job. For more information, please refer to QC summary pages. Client:AECOM, INC. Site:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Job No:TD83981 Report Date 12/9/2022 12:44:44 P SAMPLE DELIVERY GROUP CASE NARRATIVE MS Volatiles By Method TO 3 Matrix:AIR Batch ID:V3A2063 Sample(s) TD83981-1DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. All samples were analyzed within the recommended method holding time. MS Volatiles By Method TO-15 Matrix:AIR Batch ID:V1A2063 All samples were analyzed within the recommended method holding time. Sample(s) TD83981-1DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. SGS certifies that this report meets the project requirements for analytical data produced for the samples as received at SGS and as stated on the COC. SGS certifies that the data meets the Data Quality Objectives for precision, accuracy and completeness as specified in the SGS Quality Manual except as noted above. This report is to be used in its entirety. SGS is not responsible for any assumptions of data quality if partial data packages are used. Friday, December 9, 2022 Page 1 of 1 4 of 19 TD839812 Summary of Hits Page 1 of 1 Job Number:TD83981 Account:AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Collected:11/15/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method TD83981-1 EFF111522 TPH (C5-C12)6910 600 ppbv TO 3 TPH (C6-C10)5000 600 ppbv TO 3 TPH (C3-C12)8860 600 ppbv TO 3 TPH (C5-C12)28300 2500 ug/m3 TO 3 TPH (C6-C10)20400 2500 ug/m3 TO 3 TPH (C3-C12)36200 2500 ug/m3 TO 3 Benzene 53.1 12 ppbv TO-15 Toluene 17.6 12 ppbv TO-15 Benzene 170 38 ug/m3 TO-15 Toluene 66.3 45 ug/m3 TO-15 TD83981-2 IN111522 TPH (C5-C12)190000 16000 ppbv TO 3 TPH (C6-C10)166000 16000 ppbv TO 3 TPH (C3-C12)189000 16000 ppbv TO 3 TPH (C5-C12)777000 65000 ug/m3 TO 3 TPH (C6-C10)679000 65000 ug/m3 TO 3 TPH (C3-C12)773000 65000 ug/m3 TO 3 Benzene 1530 320 ppbv TO-15 Ethylbenzene 1320 320 ppbv TO-15 Toluene 14300 640 ppbv TO-15 m,p-Xylene 3740 320 ppbv TO-15 o-Xylene 1680 320 ppbv TO-15 Xylenes,Total 5420 320 ppbv TO-15 Benzene 4890 1000 ug/m3 TO-15 Ethylbenzene 5730 1400 ug/m3 TO-15 Toluene 53900 2400 ug/m3 TO-15 m,p-Xylene 16200 1400 ug/m3 TO-15 o-Xylene 7300 1400 ug/m3 TO-15 Xylenes,Total 23500 1400 ug/m3 TO-15 5 of 19 TD839813 SGS North America Inc. Sample Results Report of Analysis Houston, TX Section 4 6 of 19 TD839814 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF111522 Lab Sample ID:TD83981-1 Date Sampled:11/15/22 Matrix:AIR - Air Date Received:11/16/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2212007.D 24 12/01/22 19:41 KS n/a n/a V3A2063 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)6910 600 ppbv 28300 2500 ug/m3 100 TPH (C6-C10)5000 600 ppbv 20400 2500 ug/m3 100 TPH (C3-C12)8860 600 ppbv 36200 2500 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 7 of 19 TD8398144.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF111522 Lab Sample ID:TD83981-1 Date Sampled:11/15/22 Matrix:AIR - Air Date Received:11/16/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2212007.D 24 12/01/22 19:41 KS n/a n/a V1A2063 Run #2 Initial Volume Run #1 400 ml Run #2 TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 53.1 12 ppbv 170 38 ug/m3 100-41-4 106.2 Ethylbenzene ND 12 ppbv ND 52 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 12 ppbv ND 43 ug/m3 91-20-3 128.17 Naphthalene ND 12 ppbv ND 63 ug/m3 108-88-3 92.14 Toluene 17.6 12 ppbv 66.3 45 ug/m3 106.2 m,p-Xylene ND 12 ppbv ND 52 ug/m3 95-47-6 106.2 o-Xylene ND 12 ppbv ND 52 ug/m3 1330-20-7 106.2 Xylenes,Total ND 12 ppbv ND 52 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 97%65-128% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 8 of 19 TD8398144.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN111522 Lab Sample ID:TD83981-2 Date Sampled:11/15/22 Matrix:AIR - Air Date Received:11/16/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2212009.D 640 12/01/22 20:56 KS n/a n/a V3A2063 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)190000 16000 ppbv 777000 65000 ug/m3 100 TPH (C6-C10)166000 16000 ppbv 679000 65000 ug/m3 100 TPH (C3-C12)189000 16000 ppbv 773000 65000 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 9 of 19 TD8398144.2 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN111522 Lab Sample ID:TD83981-2 Date Sampled:11/15/22 Matrix:AIR - Air Date Received:11/16/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2212009.D 640 12/01/22 20:56 KS n/a n/a V1A2063 Run #2 1A2212019.D 1280 12/02/22 05:00 KS n/a n/a V1A2063 Initial Volume Run #1 400 ml Run #2 400 ml TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 1530 320 ppbv 4890 1000 ug/m3 100-41-4 106.2 Ethylbenzene 1320 320 ppbv 5730 1400 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 320 ppbv ND 1200 ug/m3 91-20-3 128.17 Naphthalene ND 320 ppbv ND 1700 ug/m3 108-88-3 92.14 Toluene 14300 a 640 ppbv 53900 a 2400 ug/m3 106.2 m,p-Xylene 3740 320 ppbv 16200 1400 ug/m3 95-47-6 106.2 o-Xylene 1680 320 ppbv 7300 1400 ug/m3 1330-20-7 106.2 Xylenes,Total 5420 320 ppbv 23500 1400 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 96%97%65-128% (a) Result is from Run# 2 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 10 of 19 TD8398144.2 SGS North America Inc. Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Houston, TX Section 5 11 of 19 TD839815 TD83981: Chain of Custody Page 1 of 1 12 of 19 TD8398155.1 SGS North America Inc. MS Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries Houston, TX Section 6 13 of 19 TD839816 Method Blank Summary Page 1 of 1 Job Number:TD83981 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2063-MB 1A2212006.D 1 12/01/22 KS n/a n/a V1A2063 The QC reported here applies to the following samples:Method: TO-15 TD83981-1, TD83981-2 CAS No.Compound Result RL Units Q Result RL Units 71-43-2 Benzene ND 0.50 ppbv ND 1.6 ug/m3 100-41-4 Ethylbenzene ND 0.50 ppbv ND 2.2 ug/m3 1634-04-4 Methyl Tert-Butyl Ether ND 0.50 ppbv ND 1.8 ug/m3 91-20-3 Naphthalene ND 0.50 ppbv ND 2.6 ug/m3 108-88-3 Toluene ND 0.50 ppbv ND 1.9 ug/m3 m,p-Xylene ND 0.50 ppbv ND 2.2 ug/m3 95-47-6 o-Xylene ND 0.50 ppbv ND 2.2 ug/m3 1330-20-7 Xylenes,Total ND 0.50 ppbv ND 2.2 ug/m3 CAS No.Surrogate Recoveries Limits 460-00-4 4-Bromofluorobenzene 98%65-128% 14 of 19 TD8398166.1.1 Method Blank Summary Page 1 of 1 Job Number:TD83981 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2063-MB 3A2212006.D 1 12/01/22 KS n/a n/a V3A2063 The QC reported here applies to the following samples:Method: TO 3 TD83981-1, TD83981-2 CAS No.Compound Result RL Units Q Result RL Units TPH (C5-C12)ND 25 ppbv ND 100 ug/m3 TPH (C6-C10)ND 25 ppbv ND 100 ug/m3 TPH (C3-C12)ND 25 ppbv ND 100 ug/m3 15 of 19 TD8398166.1.2 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD83981 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2063-LCS 1A2212003.D 1 12/01/22 KS n/a n/a V1A2063 The QC reported here applies to the following samples:Method: TO-15 TD83981-1, TD83981-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits 71-43-2 Benzene 10 10.5 105 53-148 100-41-4 Ethylbenzene 10 11.3 113 61-157 1634-04-4 Methyl Tert-Butyl Ether 10 10.1 101 63-141 91-20-3 Naphthalene 10 12.1 121 42-184 108-88-3 Toluene 10 11.0 110 66-146 m,p-Xylene 20 22.2 111 45-168 95-47-6 o-Xylene 10 10.9 109 58-157 1330-20-7 Xylenes,Total 30 33.1 110 53-161 CAS No.Surrogate Recoveries BSP Limits 460-00-4 4-Bromofluorobenzene 100%65-128% * = Outside of Control Limits. 16 of 19 TD8398166.2.1 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD83981 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2063-LCS 3A2212005.D 1 12/01/22 KS n/a n/a V3A2063 The QC reported here applies to the following samples:Method: TO 3 TD83981-1, TD83981-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits TPH (C5-C12)232 207 89 70-130 TPH (C6-C10)179 161 90 70-130 TPH (C3-C12)250 220 88 70-130 * = Outside of Control Limits. 17 of 19 TD8398166.2.2 Duplicate Summary Page 1 of 1 Job Number:TD83981 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD83981-1DUP 1A2212008.D 24 12/01/22 KS n/a n/a V1A2063 TD83981-1 1A2212007.D 24 12/01/22 KS n/a n/a V1A2063 The QC reported here applies to the following samples:Method: TO-15 TD83981-1, TD83981-2 TD83981-1 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits 71-43-2 Benzene 53.1 52.6 1 25 100-41-4 Ethylbenzene 1.6 1.7 J 6 25 1634-04-4 Methyl Tert-Butyl Ether ND ND nc 25 91-20-3 Naphthalene ND ND nc 25 108-88-3 Toluene 17.6 17.6 0 25 m,p-Xylene 5.2 5.2 J 0 25 95-47-6 o-Xylene 2.7 2.7 J 0 25 1330-20-7 Xylenes,Total 7.9 7.9 J 0 25 CAS No.Surrogate Recoveries DUP TD83981-1 Limits 460-00-4 4-Bromofluorobenzene 95%97%65-128% * = Outside of Control Limits. 18 of 19 TD8398166.3.1 Duplicate Summary Page 1 of 1 Job Number:TD83981 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD83981-1DUP 3A2212008.D 24 12/01/22 KS n/a n/a V3A2063 TD83981-1 3A2212007.D 24 12/01/22 KS n/a n/a V3A2063 The QC reported here applies to the following samples:Method: TO 3 TD83981-1, TD83981-2 TD83981-1 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits TPH (C5-C12)6910 6950 1 30 TPH (C6-C10)5000 5040 1 30 TPH (C3-C12)8860 8970 1 30 * = Outside of Control Limits. 19 of 19 TD8398166.3.2 01/09/23 Technical Report for AECOM, INC. (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC SGS Job Number: TD84304 Sampling Date: 12/15/22 Report to: AECOM, INC. 5438 Wade Park Blvd Suite 200 Raleigh, NC 27607 walt.plekan@aecom.com; neaundra.wyatt@sgs.com; teresa.amentt.jennings@aecom.com; Angela_Scott@kindermorgan.com ATTN: Walt Plekan Total number of pages in report: Certifications: TX (T104704220-22-46) AR (21-045-0) AZ (AZ0769) FL (E87628) KS (E-10366) LA (85695/04004) NJ (TX010) OK (2021-158) VA (11647) This report shall not be reproduced, except in its entirety, without the written approval of SGS. Test results relate only to samples analyzed. SGS North America Inc. • 10165 Harwin Drive • Suite 150 • Houston, TX 77036 • tel: 713-271-4700 • fax: 713-271-4770 Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Program and/or state specific certification programs as applicable. Client Service contact: Neaundra Wyatt 713-271-4700 Kesavalu Bagawandoss General Manager Houston, TX 01/09/23 e-Hardcopy 2.0 Automated Report 19 SGS is the sole authority for authorizing edits or modifications to this document. Unauthorized modification of this report is strictly prohibited. Review standard terms at: http://www.sgs.com/en/terms-and-conditions The results set forth herein are provided by SGS North America Inc. Please share your ideas about how we can serve you better at: EHS.US.CustomerCare@sgs.com 1 of 19 TD84304 Table of Contents -1- Sections: Section 1: Sample Summary ...................................................................................................3 Section 2: Case Narrative/Conformance Summary ..............................................................4 Section 3: Summary of Hits ....................................................................................................5 Section 4: Sample Results ........................................................................................................6 4.1: TD84304-1: EFF121522 ...............................................................................................7 4.2: TD84304-2: IN121522 .................................................................................................9 Section 5: Misc. Forms ............................................................................................................11 5.1: Chain of Custody ...........................................................................................................12 Section 6: MS Volatiles - QC Data Summaries .....................................................................13 6.1: Method Blank Summary ................................................................................................14 6.2: Laboratory Control Sample Summary ...........................................................................16 6.3: Duplicate Summary .......................................................................................................18 1234562 of 19 TD84304 SGS North America Inc. Sample Summary AECOM, INC. Job No:TD84304 (AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID This report contains results reported as ND = Not detected. The following applies: Organics ND = Not detected above the RL TD84304-1 12/15/22 14:30 12/16/22 AIR Air EFF121522 TD84304-2 12/15/22 14:45 12/16/22 AIR Air IN121522 3 of 19 TD843041 2 Samples were collected on 12/15/2022 and received intact at SGS North America Inc (SGS) on 12/16/2022 and properly preserved in 1 cooler at 20.3 Deg C. The samples received an SGS job number of TD84304. A listing of the Laboratory Sample ID, Client Sample ID and dates of collection are presented in the Results Summary Section of this report. Your samples were received in Tedlar bag, a sampling container not specified in EPA Methods TO-15 and TO-3. Except as noted below, all method specified calibrations and quality control performance criteria were met for this job. For more information, please refer to QC summary pages. Client:AECOM, INC. Site:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Job No:TD84304 Report Date 1/9/2023 2:29:44 PM SAMPLE DELIVERY GROUP CASE NARRATIVE MS Volatiles By Method TO 3 Matrix:AIR Batch ID:V3A2073 All samples were analyzed within the recommended method holding time. Sample(s) TD84304-1DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. MS Volatiles By Method TO-15 Matrix:AIR Batch ID:V1A2073 All samples were analyzed within the recommended method holding time. Sample(s) TD84304-1DUP were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. SGS certifies that this report meets the project requirements for analytical data produced for the samples as received at SGS and as stated on the COC. SGS certifies that the data meets the Data Quality Objectives for precision, accuracy and completeness as specified in the SGS Quality Manual except as noted above. This report is to be used in its entirety. SGS is not responsible for any assumptions of data quality if partial data packages are used. Monday, January 9, 2023 Page 1 of 1 4 of 19 TD843042 Summary of Hits Page 1 of 1 Job Number:TD84304 Account:AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Collected:12/15/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method TD84304-1 EFF121522 TPH (C5-C12)5390 500 ppbv TO 3 TPH (C6-C10)3930 500 ppbv TO 3 TPH (C3-C12)6760 500 ppbv TO 3 TPH (C5-C12)22000 2000 ug/m3 TO 3 TPH (C6-C10)16100 2000 ug/m3 TO 3 TPH (C3-C12)27600 2000 ug/m3 TO 3 Benzene 49.7 10 ppbv TO-15 Toluene 22.5 10 ppbv TO-15 Xylenes,Total 12.9 10 ppbv TO-15 Benzene 159 32 ug/m3 TO-15 Toluene 84.8 38 ug/m3 TO-15 Xylenes,Total 56.0 43 ug/m3 TO-15 TD84304-2 IN121522 TPH (C5-C12)166000 16000 ppbv TO 3 TPH (C6-C10)146000 16000 ppbv TO 3 TPH (C3-C12)170000 16000 ppbv TO 3 TPH (C5-C12)679000 65000 ug/m3 TO 3 TPH (C6-C10)597000 65000 ug/m3 TO 3 TPH (C3-C12)695000 65000 ug/m3 TO 3 Benzene 1470 320 ppbv TO-15 Ethylbenzene 988 320 ppbv TO-15 Toluene 14300 500 ppbv TO-15 m,p-Xylene 2880 320 ppbv TO-15 o-Xylene 1240 320 ppbv TO-15 Xylenes,Total 4110 320 ppbv TO-15 Benzene 4700 1000 ug/m3 TO-15 Ethylbenzene 4290 1400 ug/m3 TO-15 Toluene 53900 1900 ug/m3 TO-15 m,p-Xylene 12500 1400 ug/m3 TO-15 o-Xylene 5390 1400 ug/m3 TO-15 Xylenes,Total 17900 1400 ug/m3 TO-15 5 of 19 TD843043 SGS North America Inc. Sample Results Report of Analysis Houston, TX Section 4 6 of 19 TD843044 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF121522 Lab Sample ID:TD84304-1 Date Sampled:12/15/22 Matrix:AIR - Air Date Received:12/16/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2212273.D 20 12/16/22 15:49 KS n/a n/a V3A2073 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)5390 500 ppbv 22000 2000 ug/m3 100 TPH (C6-C10)3930 500 ppbv 16100 2000 ug/m3 100 TPH (C3-C12)6760 500 ppbv 27600 2000 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 7 of 19 TD8430444.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:EFF121522 Lab Sample ID:TD84304-1 Date Sampled:12/15/22 Matrix:AIR - Air Date Received:12/16/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2212273.D 20 12/16/22 15:49 KS n/a n/a V1A2073 Run #2 Initial Volume Run #1 400 ml Run #2 TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 49.7 10 ppbv 159 32 ug/m3 100-41-4 106.2 Ethylbenzene ND 10 ppbv ND 43 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 10 ppbv ND 36 ug/m3 91-20-3 128.17 Naphthalene ND 10 ppbv ND 52 ug/m3 108-88-3 92.14 Toluene 22.5 10 ppbv 84.8 38 ug/m3 106.2 m,p-Xylene ND 10 ppbv ND 43 ug/m3 95-47-6 106.2 o-Xylene ND 10 ppbv ND 43 ug/m3 1330-20-7 106.2 Xylenes,Total 12.9 10 ppbv 56.0 43 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 95%65-128% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 8 of 19 TD8430444.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN121522 Lab Sample ID:TD84304-2 Date Sampled:12/15/22 Matrix:AIR - Air Date Received:12/16/22 Method:TO 3 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 3A2212274.D 640 12/16/22 16:26 KS n/a n/a V3A2073 Run #2 Initial Volume Run #1 400 ml Run #2 CAS No.MW Compound Result RL Units Q Result RL Units 100 TPH (C5-C12)166000 16000 ppbv 679000 65000 ug/m3 100 TPH (C6-C10)146000 16000 ppbv 597000 65000 ug/m3 100 TPH (C3-C12)170000 16000 ppbv 695000 65000 ug/m3 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 9 of 19 TD8430444.2 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:IN121522 Lab Sample ID:TD84304-2 Date Sampled:12/15/22 Matrix:AIR - Air Date Received:12/16/22 Method:TO-15 Percent Solids:n/a Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1A2212274.D 640 12/16/22 16:26 KS n/a n/a V1A2073 Run #2 1A2212275.D 1000 12/16/22 17:05 KS n/a n/a V1A2073 Initial Volume Run #1 400 ml Run #2 400 ml TO-15 BTEXMN List CAS No.MW Compound Result RL Units Q Result RL Units 71-43-2 78.11 Benzene 1470 320 ppbv 4700 1000 ug/m3 100-41-4 106.2 Ethylbenzene 988 320 ppbv 4290 1400 ug/m3 1634-04-4 88.15 Methyl Tert-Butyl Ether ND 320 ppbv ND 1200 ug/m3 91-20-3 128.17 Naphthalene ND 320 ppbv ND 1700 ug/m3 108-88-3 92.14 Toluene 14300 a 500 ppbv 53900 a 1900 ug/m3 106.2 m,p-Xylene 2880 320 ppbv 12500 1400 ug/m3 95-47-6 106.2 o-Xylene 1240 320 ppbv 5390 1400 ug/m3 1330-20-7 106.2 Xylenes,Total 4110 320 ppbv 17900 1400 ug/m3 CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 95%96%65-128% (a) Result is from Run# 2 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 10 of 19 TD8430444.2 SGS North America Inc. Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Houston, TX Section 5 11 of 19 TD843045 TD84304: Chain of Custody Page 1 of 1 12 of 19 TD8430455.1 SGS North America Inc. MS Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries Houston, TX Section 6 13 of 19 TD843046 Method Blank Summary Page 1 of 1 Job Number:TD84304 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2073-MB 1A2212272.D 1 12/16/22 KS n/a n/a V1A2073 The QC reported here applies to the following samples:Method: TO-15 TD84304-1, TD84304-2 CAS No.Compound Result RL Units Q Result RL Units 71-43-2 Benzene ND 0.50 ppbv ND 1.6 ug/m3 100-41-4 Ethylbenzene ND 0.50 ppbv ND 2.2 ug/m3 1634-04-4 Methyl Tert-Butyl Ether ND 0.50 ppbv ND 1.8 ug/m3 91-20-3 Naphthalene ND 0.50 ppbv ND 2.6 ug/m3 108-88-3 Toluene 0.012 0.50 ppbv J 0.045 1.9 ug/m3 m,p-Xylene ND 0.50 ppbv ND 2.2 ug/m3 95-47-6 o-Xylene ND 0.50 ppbv ND 2.2 ug/m3 1330-20-7 Xylenes,Total ND 0.50 ppbv ND 2.2 ug/m3 CAS No.Surrogate Recoveries Limits 460-00-4 4-Bromofluorobenzene 95%65-128% 14 of 19 TD8430466.1.1 Method Blank Summary Page 1 of 1 Job Number:TD84304 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2073-MB 3A2212272.D 1 12/16/22 KS n/a n/a V3A2073 The QC reported here applies to the following samples:Method: TO 3 TD84304-1, TD84304-2 CAS No.Compound Result RL Units Q Result RL Units TPH (C5-C12)ND 25 ppbv ND 100 ug/m3 TPH (C6-C10)ND 25 ppbv ND 100 ug/m3 TPH (C3-C12)ND 25 ppbv ND 100 ug/m3 15 of 19 TD8430466.1.2 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD84304 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1A2073-LCS 1A2212269.D 1 12/16/22 KS n/a n/a V1A2073 The QC reported here applies to the following samples:Method: TO-15 TD84304-1, TD84304-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits 71-43-2 Benzene 10 10.5 105 53-148 100-41-4 Ethylbenzene 10 11.7 117 61-157 1634-04-4 Methyl Tert-Butyl Ether 10 10.5 105 63-141 91-20-3 Naphthalene 10 12.0 120 42-184 108-88-3 Toluene 10 11.5 115 66-146 m,p-Xylene 20 22.8 114 45-168 95-47-6 o-Xylene 10 11.3 113 58-157 1330-20-7 Xylenes,Total 30 34.1 114 53-161 CAS No.Surrogate Recoveries BSP Limits 460-00-4 4-Bromofluorobenzene 101%65-128% * = Outside of Control Limits. 16 of 19 TD8430466.2.1 Laboratory Control Sample Summary Page 1 of 1 Job Number:TD84304 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V3A2073-LCS 3A2212271.D 1 12/16/22 KS n/a n/a V3A2073 The QC reported here applies to the following samples:Method: TO 3 TD84304-1, TD84304-2 Spike LCS LCS CAS No.Compound ppbv ppbv %Limits TPH (C5-C12)232 198 85 70-130 TPH (C6-C10)179 148 83 70-130 TPH (C3-C12)250 208 83 70-130 * = Outside of Control Limits. 17 of 19 TD8430466.2.2 Duplicate Summary Page 1 of 1 Job Number:TD84304 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD84304-1DUP 1A2212276.D 20 12/16/22 KS n/a n/a V1A2073 TD84304-1 1A2212273.D 20 12/16/22 KS n/a n/a V1A2073 The QC reported here applies to the following samples:Method: TO-15 TD84304-1, TD84304-2 TD84304-1 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits 71-43-2 Benzene 49.7 51.4 3 25 100-41-4 Ethylbenzene 2.5 2.8 J 11 25 1634-04-4 Methyl Tert-Butyl Ether ND ND nc 25 91-20-3 Naphthalene ND ND nc 25 108-88-3 Toluene 22.5 24.6 9 25 m,p-Xylene 8.6 9.4 J 9 25 95-47-6 o-Xylene 4.4 4.6 J 4 25 1330-20-7 Xylenes,Total 12.9 14.0 8 25 CAS No.Surrogate Recoveries DUP TD84304-1 Limits 460-00-4 4-Bromofluorobenzene 95%95%65-128% * = Outside of Control Limits. 18 of 19 TD8430466.3.1 Duplicate Summary Page 1 of 1 Job Number:TD84304 Account:URSNCMO AECOM, INC. Project:(AIR) Guilford Greene, 2701 Quaker Landing, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch TD84304-1DUP 3A2212276.D 20 12/16/22 KS n/a n/a V3A2073 TD84304-1 3A2212273.D 20 12/16/22 KS n/a n/a V3A2073 The QC reported here applies to the following samples:Method: TO 3 TD84304-1, TD84304-2 TD84304-1 DUP CAS No.Compound ppbv Q ppbv Q RPD Limits TPH (C5-C12)5390 5950 10 30 TPH (C6-C10)3930 4350 10 30 TPH (C3-C12)6760 7510 11 30 * = Outside of Control Limits. 19 of 19 TD8430466.3.2 Appendix B Laboratory Analytical Report – Groundwater 11/09/22 Technical Report for Products Pipeline Company URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC 60673614 SGS Job Number: LA84463 Sampling Date: 10/19/22 Report to: AECOM, INC. 1600 Perimeter Park Drive Suite 400 Morrisville, NC 27506 Teresa.amentt.jennings@aecom.com ATTN: Teresa Amentt Jennings Total number of pages in report: Certifications: LDEQ(2048), LDHH(LA150012), AR(14-045-04), AZ(AZ0805), FL(E87657), IL(200082), KY(#31), NC(487), SC(73004001), NJ(LA007), TX(T104704186-18-16), WV(257) This report shall not be reproduced, except in its entirety, without the written approval of SGS. Test results relate only to samples analyzed. SGS North America Inc. • 500 Ambassador Caffery • Scott, LA 70583 • tel: 337-237-4775 Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Program and/or state specific certification programs as applicable. Client Service contact: Rebecca Hebert 337-237-4775 Ron Benjamin Lab Director Scott, LA 11/09/22 e-Hardcopy 2.0 Automated Report 55 SGS is the sole authority for authorizing edits or modifications to this document. Unauthorized modification of this report is strictly prohibited. Review standard terms at: http://www.sgs.com/en/terms-and-conditions The results set forth herein are provided by SGS North America Inc. Please share your ideas about how we can serve you better at: EHS.US.CustomerCare@sgs.com 1 of 55 LA84463 Table of Contents -1- Sections: Section 1: Sample Summary ...................................................................................................3 Section 2: Case Narrative/Conformance Summary ..............................................................5 Section 3: Summary of Hits ....................................................................................................6 Section 4: Sample Results ........................................................................................................10 4.1: LA84463-1: 2W1 ..........................................................................................................11 4.2: LA84463-2: 2W3 ..........................................................................................................12 4.3: LA84463-3: 2W4 ..........................................................................................................13 4.4: LA84463-4: 2W6 ..........................................................................................................14 4.5: LA84463-5: 2W7 ..........................................................................................................15 4.6: LA84463-6: 2W9 ..........................................................................................................16 4.7: LA84463-7: 2W10 ........................................................................................................17 4.8: LA84463-8: 2W11 ........................................................................................................18 4.9: LA84463-9: 2W13 ........................................................................................................19 4.10: LA84463-10: 2W14 ....................................................................................................20 4.11: LA84463-11: 2W17 ....................................................................................................21 4.12: LA84463-12: 2W18 ....................................................................................................22 4.13: LA84463-13: 2W22 ....................................................................................................23 4.14: LA84463-14: 2W23 ....................................................................................................24 4.15: LA84463-15: 2W25 ....................................................................................................25 4.16: LA84463-16: 2W26 ....................................................................................................26 4.17: LA84463-17: 2W27 ....................................................................................................27 4.18: LA84463-18: 2W28 ....................................................................................................28 4.19: LA84463-19: 2W29 ....................................................................................................29 4.20: LA84463-20: DW1 .....................................................................................................30 4.21: LA84463-21: AS1 .......................................................................................................31 4.22: LA84463-22: AS9 .......................................................................................................32 4.23: LA84463-23: AS10 .....................................................................................................33 4.24: LA84463-24: AS13 .....................................................................................................34 4.25: LA84463-25: TRIP BLANK ......................................................................................35 Section 5: Misc. Forms ............................................................................................................36 5.1: Chain of Custody ...........................................................................................................37 5.2: Analyst Legend ..............................................................................................................43 Section 6: MS Volatiles - QC Data Summaries .....................................................................44 6.1: Method Blank Summary ................................................................................................45 6.2: Blank Spike/Blank Spike Duplicate Summary ..............................................................49 6.3: Matrix Spike/Matrix Spike Duplicate Summary ...........................................................53 1234562 of 55 LA84463 SGS North America Inc. Sample Summary Products Pipeline Company Job No:LA84463 URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Project No: 60673614 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID This report contains results reported as ND = Not detected. The following applies: Organics ND = Not detected above the MDL LA84463-1 10/19/22 08:35 SM 10/20/22 AQ Ground Water 2W1 LA84463-2 10/19/22 10:25 SM 10/20/22 AQ Ground Water 2W3 LA84463-3 10/19/22 09:10 SM 10/20/22 AQ Ground Water 2W4 LA84463-4 10/19/22 15:15 SM 10/20/22 AQ Ground Water 2W6 LA84463-5 10/19/22 11:55 SM 10/20/22 AQ Ground Water 2W7 LA84463-6 10/19/22 11:20 SM 10/20/22 AQ Ground Water 2W9 LA84463-7 10/19/22 10:10 SM 10/20/22 AQ Ground Water 2W10 LA84463-8 10/19/22 11:30 SM 10/20/22 AQ Ground Water 2W11 LA84463-9 10/19/22 11:15 SM 10/20/22 AQ Ground Water 2W13 LA84463-10 10/19/22 12:45 SM 10/20/22 AQ Ground Water 2W14 LA84463-11 10/19/22 09:25 SM 10/20/22 AQ Ground Water 2W17 LA84463-12 10/19/22 09:40 SM 10/20/22 AQ Ground Water 2W18 3 of 55 LA844631 SGS North America Inc. Sample Summary (continued) Products Pipeline Company Job No:LA84463 URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Project No: 60673614 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID LA84463-13 10/19/22 10:00 SM 10/20/22 AQ Ground Water 2W22 LA84463-14 10/19/22 10:40 SM 10/20/22 AQ Ground Water 2W23 LA84463-15 10/19/22 14:20 SM 10/20/22 AQ Ground Water 2W25 LA84463-16 10/19/22 14:10 SM 10/20/22 AQ Ground Water 2W26 LA84463-17 10/19/22 14:45 SM 10/20/22 AQ Ground Water 2W27 LA84463-18 10/19/22 13:30 SM 10/20/22 AQ Ground Water 2W28 LA84463-19 10/19/22 13:55 SM 10/20/22 AQ Ground Water 2W29 LA84463-20 10/19/22 08:50 SM 10/20/22 AQ Ground Water DW1 LA84463-21 10/19/22 13:40 SM 10/20/22 AQ Ground Water AS1 LA84463-22 10/19/22 13:00 SM 10/20/22 AQ Ground Water AS9 LA84463-23 10/19/22 13:15 SM 10/20/22 AQ Trip Blank Water AS10 LA84463-24 10/19/22 11:00 SM 10/20/22 AQ Ground Water AS13 LA84463-25 10/19/22 00:00 SM 10/20/22 AQ Trip Blank Water TRIP BLANK 4 of 55 LA844631 23 samples, 2 trip blanks and 0 field blanks were collected on 10/19/2022 and were received intact at SGS North America Inc.-Scott (SGS) on 10/20/2022, properly preserved and cool at 1.9 Deg C. These samples received an SGS job number of LA84463. A listing of the Laboratory Sample ID, Client Sample ID and dates of collection are presented in the Results Summary Section of this report. Except as noted below, all method specified calibrations and quality control performance criteria were met for this job. For more information, please refer to QC summary pages. Client:Products Pipeline Company Site:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Ro Job No:LA84463 Report Date 11/8/2022 5:07:33 PM SAMPLE DELIVERY GROUP CASE NARRATIVE MS Volatiles By Method SW846 8260D Matrix:AQ Batch ID:V1J4342 All samples were analyzed within the recommended method holding time. All method blanks for this batch meet method specific criteria. Sample(s) LA84463-9MS, LA84463-9MSD were used as the QC samples indicated. Sample(s) LA84463-4, LA84463-9 have surrogates outside control limits. Outside control limits due to matrix interference. Confirmed by reanalysis as a dilution. LA84463-4: Internal standards are not within control limits due to matrix interference. Confirmed by reanalysis at dilution. LA84463-9 for 1,2-Dichloroethane-D4: Insufficient sample volume remains for reanalysis. Matrix:AQ Batch ID:V1X5777 All method blanks for this batch meet method specific criteria. The following samples were run outside of holding time for method SW846 8260D: LA84463-5, LA84463-6, LA84463-9 Sample(s) LA84463-6 have surrogates outside control limits. Outside control limits biased low. Insufficient sample volume remains for reanalysis. Matrix:AQ Batch ID:V2J4342 All samples were analyzed within the recommended method holding time. All method blanks for this batch meet method specific criteria. Sample(s) LA84463-24MS, LA84463-24MSD were used as the QC samples indicated. Sample(s) LA84463-20 have surrogates outside control limits. Outside control limits biased low. Insufficient sample volume remains for reanalysis. Matrix:AQ Batch ID:V2J4376 Sample(s) LA84408-5QMS, LA84408-5QMSD were used as the QC samples indicated. All method blanks for this batch meet method specific criteria. The following samples were run outside of holding time for method SW846 8260D: LA84463-19, LA84463-4 Initial analysis within holding time. Reanalysis for required dilution was past holding time. Sample(s) LA84463-4 have compounds reported with “E” qualifiers indicating estimated value exceeding calibration range. LA84463-19: Sample analyzed beyond hold time. Sample initially analyzed in hold time was over dilute. LA84463-4: Initial analysis within holding time. Reanalysis for required dilution was past holding time. SGS North America Inc.-Scott (SGS) certifies that this report meets the project requirements for analytical data produced for the samples as received at SGS and as stated on the COC. SGS certifies that the data meets the Data QualityObjectives for precision, accuracy and completeness as specified in the SGS Quality Manual except as noted above. This report is to be used in its entirety. SGS is not responsible for any assumptions of data quality if partial data packages are used Tuesday, November 8, 2022 Page 1 of 1 5 of 55 LA844632 Summary of Hits Page 1 of 4 Job Number:LA84463 Account:Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Collected:10/19/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method LA84463-1 2W1 No hits reported in this sample. LA84463-2 2W3 No hits reported in this sample. LA84463-3 2W4 Benzene 50.2 5.0 1.1 ug/l SW846 8260D Toluene 2.2 J 5.0 1.1 ug/l SW846 8260D Xylene (total)9.7 J 10 2.0 ug/l SW846 8260D Methyl Tert Butyl Ether 745 5.0 1.0 ug/l SW846 8260D LA84463-4 2W6 Benzene a 9.3 1.0 0.23 ug/l SW846 8260D Toluene b 2570 20 4.5 ug/l SW846 8260D Ethylbenzene b 3270 20 4.5 ug/l SW846 8260D Xylene (total) c 12500 E 40 7.8 ug/l SW846 8260D LA84463-5 2W7 Benzene 1.7 1.0 0.23 ug/l SW846 8260D Toluene 12.5 1.0 0.23 ug/l SW846 8260D Ethylbenzene 3.0 1.0 0.23 ug/l SW846 8260D Xylene (total)19.7 2.0 0.39 ug/l SW846 8260D Methyl Tert Butyl Ether 8.7 1.0 0.21 ug/l SW846 8260D LA84463-6 2W9 No hits reported in this sample. LA84463-7 2W10 Xylene (total)0.58 J 2.0 0.39 ug/l SW846 8260D LA84463-8 2W11 Ethylbenzene 0.28 J 1.0 0.23 ug/l SW846 8260D Xylene (total)1.0 J 2.0 0.39 ug/l SW846 8260D Methyl Tert Butyl Ether 0.26 J 1.0 0.21 ug/l SW846 8260D 6 of 55 LA844633 Summary of Hits Page 2 of 4 Job Number:LA84463 Account:Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Collected:10/19/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method LA84463-9 2W13 No hits reported in this sample. LA84463-10 2W14 Xylene (total)2.4 2.0 0.39 ug/l SW846 8260D LA84463-11 2W17 No hits reported in this sample. LA84463-12 2W18 No hits reported in this sample. LA84463-13 2W22 No hits reported in this sample. LA84463-14 2W23 Toluene 2.1 1.0 0.23 ug/l SW846 8260D Ethylbenzene 5.6 1.0 0.23 ug/l SW846 8260D Xylene (total)42.9 2.0 0.39 ug/l SW846 8260D LA84463-15 2W25 Benzene 4.6 1.0 0.23 ug/l SW846 8260D Toluene 6.6 1.0 0.23 ug/l SW846 8260D Ethylbenzene 1.7 1.0 0.23 ug/l SW846 8260D Xylene (total)56.6 2.0 0.39 ug/l SW846 8260D Methyl Tert Butyl Ether 5.4 1.0 0.21 ug/l SW846 8260D LA84463-16 2W26 Ethylbenzene 7.9 1.0 0.23 ug/l SW846 8260D Xylene (total)36.2 2.0 0.39 ug/l SW846 8260D LA84463-17 2W27 Benzene 31.4 J 100 23 ug/l SW846 8260D Toluene 1090 100 23 ug/l SW846 8260D Ethylbenzene 981 100 23 ug/l SW846 8260D Xylene (total)13500 200 39 ug/l SW846 8260D 7 of 55 LA844633 Summary of Hits Page 3 of 4 Job Number:LA84463 Account:Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Collected:10/19/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method Methyl Tert Butyl Ether 1610 100 21 ug/l SW846 8260D LA84463-18 2W28 No hits reported in this sample. LA84463-19 2W29 Benzene d 123 5.0 1.1 ug/l SW846 8260D Toluene d 151 5.0 1.1 ug/l SW846 8260D Ethylbenzene d 25.8 5.0 1.1 ug/l SW846 8260D Xylene (total) d 173 10 2.0 ug/l SW846 8260D Methyl Tert Butyl Ether d 690 5.0 1.0 ug/l SW846 8260D LA84463-20 DW1 No hits reported in this sample. LA84463-21 AS1 Benzene 2.3 1.0 0.23 ug/l SW846 8260D Xylene (total)4.3 2.0 0.39 ug/l SW846 8260D Methyl Tert Butyl Ether 68.3 1.0 0.21 ug/l SW846 8260D LA84463-22 AS9 Benzene 0.25 J 1.0 0.23 ug/l SW846 8260D Methyl Tert Butyl Ether 0.57 J 1.0 0.21 ug/l SW846 8260D LA84463-23 AS10 Benzene 77.9 1.0 0.23 ug/l SW846 8260D Toluene 9.1 1.0 0.23 ug/l SW846 8260D Ethylbenzene 71.2 1.0 0.23 ug/l SW846 8260D Xylene (total)188 2.0 0.39 ug/l SW846 8260D Methyl Tert Butyl Ether 44.0 1.0 0.21 ug/l SW846 8260D LA84463-24 AS13 Methyl Tert Butyl Ether 0.35 J 1.0 0.21 ug/l SW846 8260D LA84463-25 TRIP BLANK No hits reported in this sample. 8 of 55 LA844633 Summary of Hits Page 4 of 4 Job Number:LA84463 Account:Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Collected:10/19/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method (a) Internal standards are not within control limits due to matrix interference. Confirmed by reanalysis at dilution. (b) Initial analysis within holding time. Reanalysis for required dilution was past holding time. (c) Initial analysis within holding time. Reanalysis for required dilution was past holding time. Insufficient sample volume remains to resolve E-flagged compound. (d) Sample analyzed beyond hold time. Sample initially analyzed in hold time was over dilute. 9 of 55 LA844633 SGS North America Inc. Sample Results Report of Analysis Scott, LA Section 4 10 of 55 LA844634 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W1 Lab Sample ID:LA84463-1 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1J0121672.D 1 10/29/22 02:50 JY n/a n/a V1J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 107%75-130% 2037-26-5 Toluene-D8 100%85-110% 460-00-4 4-Bromofluorobenzene 98%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 11 of 55 LA8446344.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W3 Lab Sample ID:LA84463-2 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1J0121674.D 1 10/29/22 03:18 JY n/a n/a V1J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 105%75-130% 2037-26-5 Toluene-D8 101%85-110% 460-00-4 4-Bromofluorobenzene 98%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 12 of 55 LA8446344.2 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W4 Lab Sample ID:LA84463-3 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1J0121696.D 5 10/29/22 08:21 JY n/a n/a V1J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene 50.2 5.0 1.1 ug/l 108-88-3 Toluene 2.2 5.0 1.1 ug/l J 100-41-4 Ethylbenzene ND 5.0 1.1 ug/l 1330-20-7 Xylene (total)9.7 10 2.0 ug/l J 1634-04-4 Methyl Tert Butyl Ether 745 5.0 1.0 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 107%75-130% 2037-26-5 Toluene-D8 102%85-110% 460-00-4 4-Bromofluorobenzene 100%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 13 of 55 LA8446344.3 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W6 Lab Sample ID:LA84463-4 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 a 1J0121676.D 1 10/29/22 03:46 JY n/a n/a V1J4342 Run #2 b 2J0122374.D 20 11/05/22 01:42 JY n/a n/a V2J4376 Purge Volume Run #1 5.0 ml Run #2 5.0 ml Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene 9.3 1.0 0.23 ug/l 108-88-3 Toluene 2570 c 20 4.5 ug/l 100-41-4 Ethylbenzene 3270 c 20 4.5 ug/l 1330-20-7 Xylene (total) d 12500 c 40 7.8 ug/l E 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 277% e 109%75-130% 2037-26-5 Toluene-D8 53% e 97%85-110% 460-00-4 4-Bromofluorobenzene 215% e 108%86-115% (a) Internal standards are not within control limits due to matrix interference. Confirmed by reanalysis at dilution. (b) Initial analysis within holding time. Reanalysis for required dilution was past holding time. (c) Result is from Run# 2 (d) Insufficient sample volume remains to resolve E-flagged compound. (e) Outside control limits due to matrix interference. Confirmed by reanalysis as a dilution. ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 14 of 55 LA8446344.4 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W7 Lab Sample ID:LA84463-5 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1X01306278.D 1 11/02/22 22:50 MB n/a n/a V1X5777 Run #2 1J0121678.D 1 10/29/22 04:13 JY n/a n/a V1J4342 Purge Volume Run #1 5.0 ml Run #2 5.0 ml Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene 1.7 1.0 0.23 ug/l 108-88-3 Toluene 12.5 1.0 0.23 ug/l 100-41-4 Ethylbenzene 3.0 1.0 0.23 ug/l 1330-20-7 Xylene (total)19.7 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether 8.7 a 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 77%104%75-130% 2037-26-5 Toluene-D8 98%102%85-110% 460-00-4 4-Bromofluorobenzene 100%98%86-115% (a) Result is from Run# 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 15 of 55 LA8446344.5 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W9 Lab Sample ID:LA84463-6 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1J0121680.D 1 10/29/22 04:41 JY n/a n/a V1J4342 Run #2 1X01306280.D 1 11/02/22 23:20 MB n/a n/a V1X5777 Purge Volume Run #1 5.0 ml Run #2 5.0 ml Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND a 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 104%72% b 75-130% 2037-26-5 Toluene-D8 101%98%85-110% 460-00-4 4-Bromofluorobenzene 97%101%86-115% (a) Result is from Run# 2 (b) Outside control limits biased low. Insufficient sample volume remains for reanalysis. ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 16 of 55 LA8446344.6 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W10 Lab Sample ID:LA84463-7 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1J0121682.D 1 10/29/22 05:08 JY n/a n/a V1J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)0.58 2.0 0.39 ug/l J 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 100%75-130% 2037-26-5 Toluene-D8 101%85-110% 460-00-4 4-Bromofluorobenzene 99%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 17 of 55 LA8446344.7 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W11 Lab Sample ID:LA84463-8 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1J0121684.D 1 10/29/22 05:36 JY n/a n/a V1J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene 0.28 1.0 0.23 ug/l J 1330-20-7 Xylene (total)1.0 2.0 0.39 ug/l J 1634-04-4 Methyl Tert Butyl Ether 0.26 1.0 0.21 ug/l J CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 79%75-130% 2037-26-5 Toluene-D8 98%85-110% 460-00-4 4-Bromofluorobenzene 95%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 18 of 55 LA8446344.8 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W13 Lab Sample ID:LA84463-9 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1X01306282.D 1 11/02/22 23:50 MB n/a n/a V1X5777 Run #2 1J0121686.D 1 10/29/22 06:03 JY n/a n/a V1J4342 Purge Volume Run #1 5.0 ml Run #2 5.0 ml Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND a 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 81%69% b 75-130% 2037-26-5 Toluene-D8 98%98%85-110% 460-00-4 4-Bromofluorobenzene 100%91%86-115% (a) Result is from Run# 2 (b) Insufficient sample volume remains for reanalysis. ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 19 of 55 LA8446344.9 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W14 Lab Sample ID:LA84463-10 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1J0121688.D 1 10/29/22 06:31 JY n/a n/a V1J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)2.4 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 108%75-130% 2037-26-5 Toluene-D8 101%85-110% 460-00-4 4-Bromofluorobenzene 98%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 20 of 55 LA8446344.10 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W17 Lab Sample ID:LA84463-11 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1J0121690.D 1 10/29/22 06:59 JY n/a n/a V1J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 109%75-130% 2037-26-5 Toluene-D8 98%85-110% 460-00-4 4-Bromofluorobenzene 98%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 21 of 55 LA8446344.11 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W18 Lab Sample ID:LA84463-12 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1J0121692.D 1 10/29/22 07:26 JY n/a n/a V1J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 106%75-130% 2037-26-5 Toluene-D8 100%85-110% 460-00-4 4-Bromofluorobenzene 98%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 22 of 55 LA8446344.12 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W22 Lab Sample ID:LA84463-13 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1J0121694.D 1 10/29/22 07:54 JY n/a n/a V1J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 105%75-130% 2037-26-5 Toluene-D8 103%85-110% 460-00-4 4-Bromofluorobenzene 97%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 23 of 55 LA8446344.13 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W23 Lab Sample ID:LA84463-14 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121677.D 1 10/29/22 03:59 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene 2.1 1.0 0.23 ug/l 100-41-4 Ethylbenzene 5.6 1.0 0.23 ug/l 1330-20-7 Xylene (total)42.9 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 98%75-130% 2037-26-5 Toluene-D8 100%85-110% 460-00-4 4-Bromofluorobenzene 99%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 24 of 55 LA8446344.14 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W25 Lab Sample ID:LA84463-15 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121679.D 1 10/29/22 04:27 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene 4.6 1.0 0.23 ug/l 108-88-3 Toluene 6.6 1.0 0.23 ug/l 100-41-4 Ethylbenzene 1.7 1.0 0.23 ug/l 1330-20-7 Xylene (total)56.6 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether 5.4 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 101%75-130% 2037-26-5 Toluene-D8 101%85-110% 460-00-4 4-Bromofluorobenzene 100%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 25 of 55 LA8446344.15 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W26 Lab Sample ID:LA84463-16 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121681.D 1 10/29/22 04:54 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene 7.9 1.0 0.23 ug/l 1330-20-7 Xylene (total)36.2 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 101%75-130% 2037-26-5 Toluene-D8 101%85-110% 460-00-4 4-Bromofluorobenzene 99%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 26 of 55 LA8446344.16 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W27 Lab Sample ID:LA84463-17 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121693.D 100 10/29/22 07:40 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene 31.4 100 23 ug/l J 108-88-3 Toluene 1090 100 23 ug/l 100-41-4 Ethylbenzene 981 100 23 ug/l 1330-20-7 Xylene (total)13500 200 39 ug/l 1634-04-4 Methyl Tert Butyl Ether 1610 100 21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 107%75-130% 2037-26-5 Toluene-D8 101%85-110% 460-00-4 4-Bromofluorobenzene 102%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 27 of 55 LA8446344.17 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W28 Lab Sample ID:LA84463-18 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121683.D 1 10/29/22 05:22 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 110%75-130% 2037-26-5 Toluene-D8 102%85-110% 460-00-4 4-Bromofluorobenzene 87%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 28 of 55 LA8446344.18 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:2W29 Lab Sample ID:LA84463-19 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 a 2J0122376.D 5 11/05/22 02:10 JY n/a n/a V2J4376 Run #2 2J0121695.D 100 10/29/22 08:08 JY n/a n/a V2J4342 Purge Volume Run #1 5.0 ml Run #2 5.0 ml Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene 123 5.0 1.1 ug/l 108-88-3 Toluene 151 5.0 1.1 ug/l 100-41-4 Ethylbenzene 25.8 5.0 1.1 ug/l 1330-20-7 Xylene (total)173 10 2.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 690 5.0 1.0 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 103%105%75-130% 2037-26-5 Toluene-D8 102%101%85-110% 460-00-4 4-Bromofluorobenzene 101%100%86-115% (a) Sample analyzed beyond hold time. Sample initially analyzed in hold time was over dilute. ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 29 of 55 LA8446344.19 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:DW1 Lab Sample ID:LA84463-20 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121685.D 1 10/29/22 05:50 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 71% a 75-130% 2037-26-5 Toluene-D8 100%85-110% 460-00-4 4-Bromofluorobenzene 96%86-115% (a) Outside control limits biased low. Insufficient sample volume remains for reanalysis. ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 30 of 55 LA8446344.20 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:AS1 Lab Sample ID:LA84463-21 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121687.D 1 10/29/22 06:17 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene 2.3 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)4.3 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether 68.3 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 108%75-130% 2037-26-5 Toluene-D8 100%85-110% 460-00-4 4-Bromofluorobenzene 99%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 31 of 55 LA8446344.21 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:AS9 Lab Sample ID:LA84463-22 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121689.D 1 10/29/22 06:45 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene 0.25 1.0 0.23 ug/l J 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.57 1.0 0.21 ug/l J CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 107%75-130% 2037-26-5 Toluene-D8 100%85-110% 460-00-4 4-Bromofluorobenzene 102%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 32 of 55 LA8446344.22 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:AS10 Lab Sample ID:LA84463-23 Date Sampled:10/19/22 Matrix:AQ - Trip Blank Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121673.D 1 10/29/22 03:04 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene 77.9 1.0 0.23 ug/l 108-88-3 Toluene 9.1 1.0 0.23 ug/l 100-41-4 Ethylbenzene 71.2 1.0 0.23 ug/l 1330-20-7 Xylene (total)188 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether 44.0 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 108%75-130% 2037-26-5 Toluene-D8 100%85-110% 460-00-4 4-Bromofluorobenzene 100%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 33 of 55 LA8446344.23 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:AS13 Lab Sample ID:LA84463-24 Date Sampled:10/19/22 Matrix:AQ - Ground Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121691.D 1 10/29/22 07:12 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.35 1.0 0.21 ug/l J CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 108%75-130% 2037-26-5 Toluene-D8 101%85-110% 460-00-4 4-Bromofluorobenzene 100%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 34 of 55 LA8446344.24 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:TRIP BLANK Lab Sample ID:LA84463-25 Date Sampled:10/19/22 Matrix:AQ - Trip Blank Water Date Received:10/20/22 Method:SW846 8260D Percent Solids:n/a Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 2J0121675.D 1 10/29/22 03:32 JY n/a n/a V2J4342 Run #2 Purge Volume Run #1 5.0 ml Run #2 Purgeable Aromatics, MTBE CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 106%75-130% 2037-26-5 Toluene-D8 100%85-110% 460-00-4 4-Bromofluorobenzene 98%86-115% ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 35 of 55 LA8446344.25 SGS North America Inc. Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody • Analyst Legend Scott, LA Section 5 36 of 55 LA844635 LA84463: Chain of Custody Page 1 of 6 37 of 55 LA8446355.1 LA84463: Chain of Custody Page 2 of 6 38 of 55 LA8446355.1 LA84463: Chain of Custody Page 3 of 6 39 of 55 LA8446355.1 LA84463: Chain of Custody Page 4 of 6 40 of 55 LA8446355.1 Job Number:LA84463 Client:AECOM Date / Time Received:10/20/2022 9:15:00 AM Delivery Method: Project:GUILFORD GREENE 4. No. Coolers:1 Airbill #'s: Cooler Security 1. Custody Seals Present: Y or N 2. Custody Seals Intact: 3. COC Present: 4. Smpl Dates/Time OK 2. Thermometer ID: Cooler Temperature Y or N 1. Temp criteria achieved: 3. Cooler media: IR001; Ice (direct contact) Quality Control Preservation Y or N N/A 1. Trip Blank present / cooler: 2. Trip Blank listed on COC: 3. Samples preserved properly: 4. VOCs headspace free: Sample Integrity - Documentation Y or N 1. Sample labels present on bottles: 2. Container labeling complete: 3. Sample container label / COC agree: Sample Integrity - Condition Y or N 1. Sample recvd within HT: 3. Condition of sample: 2. All containers accounted for: Sample Integrity - Instructions 1. Analysis requested is clear: 2. Bottles received for unspecified tests 3. Sufficient volume recvd for analysis: 4. Compositing instructions clear: 5. Filtering instructions clear: Intact Y or N Comments Y or N N/A Cooler Temps (Initial/Adjusted):#1: (1.9/1.9); SGS Sample Receipt Summary LA84463: Chain of Custody Page 5 of 6 41 of 55 LA8446355.1 Page 2 of 2 Problem Resolution CSR:Response Date: Response: Job Number:LA84463 LA84463: Chain of Custody Page 6 of 6 42 of 55 LA8446355.1 Analyst Legend Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Initials Full Name Analysis Type JY Jessica Young MS Volatiles MB Merica Brooks MS Volatiles 43 of 55 LA8446355.2 SGS North America Inc. MS Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries Scott, LA Section 6 44 of 55 LA844636 Method Blank Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1J4342-MB1 1J0121668.D 1 10/29/22 JY n/a n/a V1J4342 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-1, LA84463-2, LA84463-3, LA84463-4, LA84463-5, LA84463-6, LA84463-7, LA84463-8, LA84463-9, LA84463-10, LA84463-11, LA84463-12, LA84463-13 CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l CAS No.Surrogate Recoveries Limits 17060-07-0 1,2-Dichloroethane-D4 107%75-130% 2037-26-5 Toluene-D8 101%85-110% 460-00-4 4-Bromofluorobenzene 98%86-115% 45 of 55 LA8446366.1.1 Method Blank Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V2J4342-MB1 2J0121669.D 1 10/29/22 JY n/a n/a V2J4342 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-14, LA84463-15, LA84463-16, LA84463-17, LA84463-18, LA84463-19, LA84463-20, LA84463-21, LA84463-22, LA84463-23, LA84463-24, LA84463-25 CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l CAS No.Surrogate Recoveries Limits 17060-07-0 1,2-Dichloroethane-D4 106%75-130% 2037-26-5 Toluene-D8 100%85-110% 460-00-4 4-Bromofluorobenzene 98%86-115% 46 of 55 LA8446366.1.2 Method Blank Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1X5777-MB1 1X01306274.D 1 11/02/22 MB n/a n/a V1X5777 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-5, LA84463-6, LA84463-9 CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l CAS No.Surrogate Recoveries Limits 17060-07-0 1,2-Dichloroethane-D4 76%75-130% 2037-26-5 Toluene-D8 96%85-110% 460-00-4 4-Bromofluorobenzene 99%86-115% 47 of 55 LA8446366.1.3 Method Blank Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V2J4376-MB1 2J0122362.D 1 11/04/22 JY n/a n/a V2J4376 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-4, LA84463-19 CAS No.Compound Result RL MDL Units Q 71-43-2 Benzene ND 1.0 0.23 ug/l 100-41-4 Ethylbenzene ND 1.0 0.23 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.21 ug/l 108-88-3 Toluene ND 1.0 0.23 ug/l 1330-20-7 Xylene (total)ND 2.0 0.39 ug/l CAS No.Surrogate Recoveries Limits 17060-07-0 1,2-Dichloroethane-D4 104%75-130% 2037-26-5 Toluene-D8 100%85-110% 460-00-4 4-Bromofluorobenzene 99%86-115% 48 of 55 LA8446366.1.4 Blank Spike/Blank Spike Duplicate Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1J4342-BS1 1J0121664.D 1 10/29/22 JY n/a n/a V1J4342 V1J4342-BSD1 1J0121666.D 1 10/29/22 JY n/a n/a V1J4342 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-1, LA84463-2, LA84463-3, LA84463-4, LA84463-5, LA84463-6, LA84463-7, LA84463-8, LA84463-9, LA84463-10, LA84463-11, LA84463-12, LA84463-13 Spike BSP BSP BSD BSD Limits CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD 71-43-2 Benzene 20 19.7 99 19.4 97 2 79-125/14 100-41-4 Ethylbenzene 20 19.2 96 19.0 95 1 78-126/15 1634-04-4 Methyl Tert Butyl Ether 20 23.1 116 23.2 116 0 71-132/15 108-88-3 Toluene 20 19.1 96 18.6 93 3 77-120/15 1330-20-7 Xylene (total)60 59.2 99 58.7 98 1 79-124/15 CAS No.Surrogate Recoveries BSP BSD Limits 17060-07-0 1,2-Dichloroethane-D4 107%107%75-130% 2037-26-5 Toluene-D8 100%101%85-110% 460-00-4 4-Bromofluorobenzene 101%101%86-115% * = Outside of Control Limits. 49 of 55 LA8446366.2.1 Blank Spike/Blank Spike Duplicate Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V2J4342-BS1 2J0121665.D 1 10/29/22 JY n/a n/a V2J4342 V2J4342-BSD1 2J0121667.D 1 10/29/22 JY n/a n/a V2J4342 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-14, LA84463-15, LA84463-16, LA84463-17, LA84463-18, LA84463-19, LA84463-20, LA84463-21, LA84463-22, LA84463-23, LA84463-24, LA84463-25 Spike BSP BSP BSD BSD Limits CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD 71-43-2 Benzene 20 21.1 106 20.0 100 5 79-125/14 100-41-4 Ethylbenzene 20 21.2 106 20.5 103 3 78-126/15 1634-04-4 Methyl Tert Butyl Ether 20 23.5 118 23.3 117 1 71-132/15 108-88-3 Toluene 20 20.7 104 20.0 100 3 77-120/15 1330-20-7 Xylene (total)60 64.5 108 62.8 105 3 79-124/15 CAS No.Surrogate Recoveries BSP BSD Limits 17060-07-0 1,2-Dichloroethane-D4 106%106%75-130% 2037-26-5 Toluene-D8 101%100%85-110% 460-00-4 4-Bromofluorobenzene 101%102%86-115% * = Outside of Control Limits. 50 of 55 LA8446366.2.2 Blank Spike/Blank Spike Duplicate Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1X5777-BS1 1X01306286.D 1 11/03/22 MB n/a n/a V1X5777 V1X5777-BSD1 1X01306288.D 1 11/03/22 MB n/a n/a V1X5777 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-5, LA84463-6, LA84463-9 Spike BSP BSP BSD BSD Limits CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD 71-43-2 Benzene 20 19.4 97 19.6 98 1 79-125/14 100-41-4 Ethylbenzene 20 20.5 103 20.1 101 2 78-126/15 108-88-3 Toluene 20 19.5 98 20.1 101 3 77-120/15 1330-20-7 Xylene (total)60 62.0 103 61.0 102 2 79-124/15 CAS No.Surrogate Recoveries BSP BSD Limits 17060-07-0 1,2-Dichloroethane-D4 93%96%75-130% 2037-26-5 Toluene-D8 97%99%85-110% 460-00-4 4-Bromofluorobenzene 100%97%86-115% * = Outside of Control Limits. 51 of 55 LA8446366.2.3 Blank Spike/Blank Spike Duplicate Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V2J4376-BS1 2J0122358.D 1 11/04/22 JY n/a n/a V2J4376 V2J4376-BSD1 2J0122360.D 1 11/04/22 JY n/a n/a V2J4376 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-4, LA84463-19 Spike BSP BSP BSD BSD Limits CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD 71-43-2 Benzene 20 20.4 102 20.1 101 1 79-125/14 100-41-4 Ethylbenzene 20 20.4 102 20.4 102 0 78-126/15 1634-04-4 Methyl Tert Butyl Ether 20 20.0 100 20.0 100 0 71-132/15 108-88-3 Toluene 20 20.1 101 20.0 100 0 77-120/15 1330-20-7 Xylene (total)60 63.3 106 62.9 105 1 79-124/15 CAS No.Surrogate Recoveries BSP BSD Limits 17060-07-0 1,2-Dichloroethane-D4 103%102%75-130% 2037-26-5 Toluene-D8 101%100%85-110% 460-00-4 4-Bromofluorobenzene 101%102%86-115% * = Outside of Control Limits. 52 of 55 LA8446366.2.4 Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch LA84463-24MS 2J0121697.D 5 10/29/22 JY n/a n/a V2J4342 LA84463-24MSD 2J0121699.D 5 10/29/22 JY n/a n/a V2J4342 LA84463-24 2J0121691.D 1 10/29/22 JY n/a n/a V2J4342 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-14, LA84463-15, LA84463-16, LA84463-17, LA84463-18, LA84463-19, LA84463-20, LA84463-21, LA84463-22, LA84463-23, LA84463-24, LA84463-25 LA84463-24 Spike MS MS Spike MSD MSD Limits CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD 71-43-2 Benzene ND 100 70.4 70 100 72.4 72 3 55-148/22 100-41-4 Ethylbenzene ND 100 68.1 68 100 70.2 70 3 58-145/22 1634-04-4 Methyl Tert Butyl Ether 0.35 J 100 97.2 97 100 101 101 4 59-145/26 108-88-3 Toluene ND 100 68.9 69 100 72.6 73 5 58-138/23 1330-20-7 Xylene (total)ND 300 214 71 300 222 74 4 61-141/23 CAS No.Surrogate Recoveries MS MSD LA84463-24 Limits 17060-07-0 1,2-Dichloroethane-D4 105%108%108%75-130% 2037-26-5 Toluene-D8 102%100%101%85-110% 460-00-4 4-Bromofluorobenzene 100%101%100%86-115% * = Outside of Control Limits. 53 of 55 LA8446366.3.1 Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch LA84463-9MS 1J0121698.D 5 10/29/22 JY n/a n/a V1J4342 LA84463-9MSD 1J0121700.D 5 10/29/22 JY n/a n/a V1J4342 LA84463-9 1J0121686.D 1 10/29/22 JY n/a n/a V1J4342 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-1, LA84463-2, LA84463-3, LA84463-4, LA84463-5, LA84463-6, LA84463-7, LA84463-8, LA84463-9, LA84463-10, LA84463-11, LA84463-12, LA84463-13 LA84463-9 Spike MS MS Spike MSD MSD Limits CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD 71-43-2 Benzene ND 100 89.3 89 100 85.4 85 4 55-148/22 100-41-4 Ethylbenzene ND 100 83.2 83 100 81.5 82 2 58-145/22 1634-04-4 Methyl Tert Butyl Ether ND 100 111 111 100 103 103 7 59-145/26 108-88-3 Toluene ND 100 85.4 85 100 84.0 84 2 58-138/23 1330-20-7 Xylene (total)0.47 J 300 261 87 300 251 84 4 61-141/23 CAS No.Surrogate Recoveries MS MSD LA84463-9 Limits 17060-07-0 1,2-Dichloroethane-D4 106%106%69%* a 75-130% 2037-26-5 Toluene-D8 101%100%98%85-110% 460-00-4 4-Bromofluorobenzene 101%100%91%86-115% (a) Insufficient sample volume remains for reanalysis. * = Outside of Control Limits. 54 of 55 LA8446366.3.2 Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 1 Job Number:LA84463 Account:PLANGAA Products Pipeline Company Project:URSNCM:Products Pipe Line Guilford Greene, Quaker Landings Road, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch LA84408-5QMS 2J0122382.D 2 11/05/22 JY n/a n/a V2J4376 LA84408-5QMSD 2J0122384.D 2 11/05/22 JY n/a n/a V2J4376 LA84408-5Q a 2J0122366.D 1 11/04/22 JY n/a n/a V2J4376 The QC reported here applies to the following samples:Method: SW846 8260D LA84463-4, LA84463-19 LA84408-5QSpike MS MS Spike MSD MSD Limits CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD 71-43-2 Benzene 1.1 40 40.7 99 40 39.9 97 2 55-148/22 100-41-4 Ethylbenzene 0.41 J 40 41.3 102 40 40.4 100 2 58-145/22 1634-04-4 Methyl Tert Butyl Ether 1.0 U 40 43.4 109 40 43.2 108 0 59-145/26 108-88-3 Toluene 1.0 U 40 39.8 100 40 39.3 98 1 58-138/23 1330-20-7 Xylene (total)0.96 J 120 128 106 120 127 105 1 61-141/23 CAS No.Surrogate Recoveries MS MSD LA84408-5QLimits 17060-07-0 1,2-Dichloroethane-D4 102%103%104%75-130% 2037-26-5 Toluene-D8 101%100%101%85-110% 460-00-4 4-Bromofluorobenzene 103%103%99%86-115% (a) Sample analyzed beyond hold time. * = Outside of Control Limits. 55 of 55 LA8446366.3.3 Appendix C Laboratory Analytical Reports – Soil Vapor ANALYTICAL REPORT Eurofins Knoxville 5815 Middlebrook Pike Knoxville, TN 37921 Tel: (865)291-3000 Laboratory Job ID: 140-28519-1 Client Project/Site: PPL Guilford Greene For: AECOM 900 Perimeter Park Drive Suite A Morrisville, North Carolina 27560 Attn: Brandt Morrow Authorized for release by: 8/25/2022 2:50:18 PM Jamie McKinney, Senior Project Manager (865)291-3000 Jamie.McKinney@et.eurofinsus.com This report may not be reproduced except in full, and with written approval from the laboratory. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Table of Contents Client: AECOM Project/Site: PPL Guilford Greene Laboratory Job ID: 140-28519-1 Page 2 of 22 Eurofins Knoxville8/25/2022 Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 Default Detection Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 Surrogate Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16 Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Definitions/Glossary Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Glossary These commonly used abbreviations may or may not be present in this report. ¤Listed under the "D" column to designate that the result is reported on a dry weight basis Abbreviation %R Percent Recovery CFL Contains Free Liquid CFU Colony Forming Unit CNF Contains No Free Liquid DER Duplicate Error Ratio (normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit (DoD/DOE) DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration (Radiochemistry) EDL Estimated Detection Limit (Dioxin) LOD Limit of Detection (DoD/DOE) LOQ Limit of Quantitation (DoD/DOE) MCL EPA recommended "Maximum Contaminant Level" MDA Minimum Detectable Activity (Radiochemistry) MDC Minimum Detectable Concentration (Radiochemistry) MDL Method Detection Limit ML Minimum Level (Dioxin) MPN Most Probable Number MQL Method Quantitation Limit NC Not Calculated ND Not Detected at the reporting limit (or MDL or EDL if shown) NEG Negative / Absent POS Positive / Present PQL Practical Quantitation Limit PRES Presumptive QC Quality Control RER Relative Error Ratio (Radiochemistry) RL Reporting Limit or Requested Limit (Radiochemistry) RPD Relative Percent Difference, a measure of the relative difference between two points TEF Toxicity Equivalent Factor (Dioxin) TEQ Toxicity Equivalent Quotient (Dioxin) TNTC Too Numerous To Count Eurofins Knoxville Page 3 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Case Narrative Client: AECOM Job ID: 140-28519-1 Project/Site: PPL Guilford Greene Job ID: 140-28519-1 Laboratory: Eurofins Knoxville Narrative Job Narrative 140-28519-1 Comments No additional comments. Receipt The samples were received on 8/18/2022 9:15 AM. Unless otherwise noted below, the samples arrived in good condition, and where required, properly preserved and on ice. Air - GC/MS VOA Methods TO 15 LL, TO-14A, TO-15: EPA methods TO-14A and TO-15 specify the use of humidified "zero air" as the blank reagent for canister cleaning, instrument calibration and sample analysis. Ultra-high purity humidified nitrogen from a cryogenic reservoir is used in place of "zero air" by Eurofins TestAmerica Knoxville. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Eurofins KnoxvillePage 4 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Detection Summary Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Client Sample ID: SG-1 Lab Sample ID: 140-28519-1 Toluene RL 0.0012 ppm v/v MDLAnalyteResultQualifier Unit Dil Fac D Method Prep Type Total/NA10.0085 TO 15 LL Toluene RL 4.5 ug/m3 MDLAnalyteResultQualifier Unit Dil Fac D Method Prep Type Total/NA132TO 15 LL Client Sample ID: SG-2 Lab Sample ID: 140-28519-2 Toluene RL 0.0012 ppm v/v MDLAnalyteResultQualifier Unit Dil Fac D Method Prep Type Total/NA10.0023 TO 15 LL Toluene RL 4.5 ug/m3 MDLAnalyteResultQualifier Unit Dil Fac D Method Prep Type Total/NA18.5 TO 15 LL Client Sample ID: SG-3 Lab Sample ID: 140-28519-3 Toluene RL 0.0012 ppm v/v MDLAnalyteResultQualifier Unit Dil Fac D Method Prep Type Total/NA10.0021 TO 15 LL Toluene RL 4.5 ug/m3 MDLAnalyteResultQualifier Unit Dil Fac D Method Prep Type Total/NA18.0 TO 15 LL Client Sample ID: SG-4 Lab Sample ID: 140-28519-4 Toluene RL 0.0012 ppm v/v MDLAnalyteResultQualifier Unit Dil Fac D Method Prep Type Total/NA10.0020 TO 15 LL Toluene RL 4.5 ug/m3 MDLAnalyteResultQualifier Unit Dil Fac D Method Prep Type Total/NA17.6 TO 15 LL Eurofins Knoxville This Detection Summary does not include radiochemical test results. Page 5 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Lab Sample ID: 140-28519-1Client Sample ID: SG-1 Matrix: AirDate Collected: 08/12/22 11:53 Date Received: 08/18/22 09:15 Sample Container: Summa Canister 6L Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) RL MDL 2-Methylnaphthalene ND 0.010 ppm v/v 08/19/22 23:37 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 0.00080 ppm v/v 08/19/22 23:37 1BenzeneND 0.00080 ppm v/v 08/19/22 23:37 1EthylbenzeneND 4.0 ppb v/v 08/19/22 23:37 1Methyl tert-butyl ether ND 0.00080 ppm v/v 08/19/22 23:37 1m-Xylene & p-Xylene ND 0.0020 ppm v/v 08/19/22 23:37 1NaphthaleneND 0.00080 ppm v/v 08/19/22 23:37 1o-Xylene ND 0.0012 ppm v/v 08/19/22 23:37 1Toluene0.0085 0.0016 ppm v/v 08/19/22 23:37 1Xylenes, Total ND RL MDL 2-Methylnaphthalene ND 58 ug/m3 08/19/22 23:37 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2.6 ug/m3 08/19/22 23:37 1BenzeneND 3.5 ug/m3 08/19/22 23:37 1EthylbenzeneND 14 ug/m3 08/19/22 23:37 1Methyl tert-butyl ether ND 3.5 ug/m3 08/19/22 23:37 1m-Xylene & p-Xylene ND 10 ug/m3 08/19/22 23:37 1NaphthaleneND 3.5 ug/m3 08/19/22 23:37 1o-Xylene ND 4.5 ug/m3 08/19/22 23:37 1Toluene32 6.9 ug/m3 08/19/22 23:37 1Xylenes, Total ND Isopropyl ether TIC ND ppm v/v 108-20-3 08/19/22 23:37 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT Isopropyl ether TIC ND ug/m3 108-20-3 08/19/22 23:37 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT 4-Bromofluorobenzene (Surr)88 60-140 08/19/22 23:37 1 Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery Eurofins Knoxville Page 6 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Lab Sample ID: 140-28519-2Client Sample ID: SG-2 Matrix: AirDate Collected: 08/12/22 11:58 Date Received: 08/18/22 09:15 Sample Container: Summa Canister 6L Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) RL MDL 2-Methylnaphthalene ND 0.010 ppm v/v 08/23/22 16:54 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 0.00080 ppm v/v 08/23/22 16:54 1BenzeneND 0.00080 ppm v/v 08/23/22 16:54 1EthylbenzeneND 4.0 ppb v/v 08/23/22 16:54 1Methyl tert-butyl ether ND 0.00080 ppm v/v 08/23/22 16:54 1m-Xylene & p-Xylene ND 0.0020 ppm v/v 08/23/22 16:54 1NaphthaleneND 0.00080 ppm v/v 08/23/22 16:54 1o-Xylene ND 0.0012 ppm v/v 08/23/22 16:54 1Toluene0.0023 0.0016 ppm v/v 08/23/22 16:54 1Xylenes, Total ND RL MDL 2-Methylnaphthalene ND 58 ug/m3 08/23/22 16:54 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2.6 ug/m3 08/23/22 16:54 1BenzeneND 3.5 ug/m3 08/23/22 16:54 1EthylbenzeneND 14 ug/m3 08/23/22 16:54 1Methyl tert-butyl ether ND 3.5 ug/m3 08/23/22 16:54 1m-Xylene & p-Xylene ND 10 ug/m3 08/23/22 16:54 1NaphthaleneND 3.5 ug/m3 08/23/22 16:54 1o-Xylene ND 4.5 ug/m3 08/23/22 16:54 1Toluene8.5 6.9 ug/m3 08/23/22 16:54 1Xylenes, Total ND Isopropyl ether TIC ND ppm v/v 108-20-3 08/23/22 16:54 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT Isopropyl ether TIC ND ug/m3 108-20-3 08/23/22 16:54 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT 4-Bromofluorobenzene (Surr)90 60-140 08/23/22 16:54 1 Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery Eurofins Knoxville Page 7 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Lab Sample ID: 140-28519-3Client Sample ID: SG-3 Matrix: AirDate Collected: 08/12/22 12:00 Date Received: 08/18/22 09:15 Sample Container: Summa Canister 6L Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) RL MDL 2-Methylnaphthalene ND 0.010 ppm v/v 08/20/22 01:12 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 0.00080 ppm v/v 08/20/22 01:12 1BenzeneND 0.00080 ppm v/v 08/20/22 01:12 1EthylbenzeneND 4.0 ppb v/v 08/20/22 01:12 1Methyl tert-butyl ether ND 0.00080 ppm v/v 08/20/22 01:12 1m-Xylene & p-Xylene ND 0.0020 ppm v/v 08/20/22 01:12 1NaphthaleneND 0.00080 ppm v/v 08/20/22 01:12 1o-Xylene ND 0.0012 ppm v/v 08/20/22 01:12 1Toluene0.0021 0.0016 ppm v/v 08/20/22 01:12 1Xylenes, Total ND RL MDL 2-Methylnaphthalene ND 58 ug/m3 08/20/22 01:12 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2.6 ug/m3 08/20/22 01:12 1BenzeneND 3.5 ug/m3 08/20/22 01:12 1EthylbenzeneND 14 ug/m3 08/20/22 01:12 1Methyl tert-butyl ether ND 3.5 ug/m3 08/20/22 01:12 1m-Xylene & p-Xylene ND 10 ug/m3 08/20/22 01:12 1NaphthaleneND 3.5 ug/m3 08/20/22 01:12 1o-Xylene ND 4.5 ug/m3 08/20/22 01:12 1Toluene8.0 6.9 ug/m3 08/20/22 01:12 1Xylenes, Total ND Isopropyl ether TIC ND ppm v/v 108-20-3 08/20/22 01:12 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT Isopropyl ether TIC ND ug/m3 108-20-3 08/20/22 01:12 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT 4-Bromofluorobenzene (Surr)89 60-140 08/20/22 01:12 1 Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery Eurofins Knoxville Page 8 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Lab Sample ID: 140-28519-4Client Sample ID: SG-4 Matrix: AirDate Collected: 08/12/22 11:51 Date Received: 08/18/22 09:15 Sample Container: Summa Canister 6L Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) RL MDL 2-Methylnaphthalene ND 0.010 ppm v/v 08/20/22 01:58 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 0.00080 ppm v/v 08/20/22 01:58 1BenzeneND 0.00080 ppm v/v 08/20/22 01:58 1EthylbenzeneND 4.0 ppb v/v 08/20/22 01:58 1Methyl tert-butyl ether ND 0.00080 ppm v/v 08/20/22 01:58 1m-Xylene & p-Xylene ND 0.0020 ppm v/v 08/20/22 01:58 1NaphthaleneND 0.00080 ppm v/v 08/20/22 01:58 1o-Xylene ND 0.0012 ppm v/v 08/20/22 01:58 1Toluene0.0020 0.0016 ppm v/v 08/20/22 01:58 1Xylenes, Total ND RL MDL 2-Methylnaphthalene ND 58 ug/m3 08/20/22 01:58 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2.6 ug/m3 08/20/22 01:58 1BenzeneND 3.5 ug/m3 08/20/22 01:58 1EthylbenzeneND 14 ug/m3 08/20/22 01:58 1Methyl tert-butyl ether ND 3.5 ug/m3 08/20/22 01:58 1m-Xylene & p-Xylene ND 10 ug/m3 08/20/22 01:58 1NaphthaleneND 3.5 ug/m3 08/20/22 01:58 1o-Xylene ND 4.5 ug/m3 08/20/22 01:58 1Toluene7.6 6.9 ug/m3 08/20/22 01:58 1Xylenes, Total ND Isopropyl ether TIC ND ppm v/v 108-20-3 08/20/22 01:58 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT Isopropyl ether TIC ND ug/m3 108-20-3 08/20/22 01:58 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT 4-Bromofluorobenzene (Surr)91 60-140 08/20/22 01:58 1 Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery Eurofins Knoxville Page 9 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Default Detection Limits Client: AECOM Job ID: 140-28519-1 Project/Site: PPL Guilford Greene Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) 0.00102-Methylnaphthalene ppm v/v Analyte UnitsMDLRL 0.00063 5.82-Methylnaphthalene ug/m33.7 0.000080Benzene ppm v/v0.000013 0.26Benzene ug/m30.042 0.000080Ethylbenzene ppm v/v0.000013 0.35Ethylbenzene ug/m30.056 0.40Methyl tert-butyl ether ppb v/v0.052 1.4Methyl tert-butyl ether ug/m30.19 0.000080m-Xylene & p-Xylene ppm v/v0.000029 0.35m-Xylene & p-Xylene ug/m30.13 0.00020Naphthalene ppm v/v0.000039 1.0Naphthalene ug/m30.20 0.000080o-Xylene ppm v/v0.000015 0.35o-Xylene ug/m30.065 0.00012Toluene ppm v/v0.000023 0.45Toluene ug/m30.087 0.00016Xylenes, Total ppm v/v0.000015 0.69Xylenes, Total ug/m30.065 Eurofins Knoxville Page 10 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Surrogate Summary Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) Prep Type: Total/NAMatrix: Air Lab Sample ID Client Sample ID (60-140) BFB 88140-28519-1 Percent Surrogate Recovery (Acceptance Limits) SG-1 90140-28519-2 SG-2 89140-28519-3 SG-3 91140-28519-4 SG-4 111LCS 140-64406/1002 Lab Control Sample 95LCS 140-64468/1002 Lab Control Sample 95MB 140-64406/4 Method Blank 82MB 140-64468/4 Method Blank Surrogate Legend BFB = 4-Bromofluorobenzene (Surr) Eurofins Knoxville Page 11 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) Client Sample ID: Method BlankLab Sample ID: MB 140-64406/4 Matrix: Air Prep Type: Total/NA Analysis Batch: 64406 RL MDL 2-Methylnaphthalene ND 0.0010 ppm v/v 08/19/22 12:18 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResultQualifier ND 0.000080 ppm v/v 08/19/22 12:18 1Benzene ND 0.000080 ppm v/v 08/19/22 12:18 1Ethylbenzene ND 0.40 ppb v/v 08/19/22 12:18 1Methyl tert-butyl ether ND 0.000080 ppm v/v 08/19/22 12:18 1m-Xylene & p-Xylene ND 0.00020 ppm v/v 08/19/22 12:18 1Naphthalene ND 0.000080 ppm v/v 08/19/22 12:18 1o-Xylene ND 0.00012 ppm v/v 08/19/22 12:18 1Toluene ND 0.00016 ppm v/v 08/19/22 12:18 1Xylenes, Total RL MDL 2-Methylnaphthalene ND 5.8 ug/m3 08/19/22 12:18 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResultQualifier ND 0.26 ug/m3 08/19/22 12:18 1Benzene ND 0.35 ug/m3 08/19/22 12:18 1Ethylbenzene ND 1.4 ug/m3 08/19/22 12:18 1Methyl tert-butyl ether ND 0.35 ug/m3 08/19/22 12:18 1m-Xylene & p-Xylene ND 1.0 ug/m3 08/19/22 12:18 1Naphthalene ND 0.35 ug/m3 08/19/22 12:18 1o-Xylene ND 0.45 ug/m3 08/19/22 12:18 1Toluene ND 0.69 ug/m3 08/19/22 12:18 1Xylenes, Total 4-Bromofluorobenzene (Surr)95 60-140 08/19/22 12:18 1 MB MB Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-64406/1002 Matrix: Air Prep Type: Total/NA Analysis Batch: 64406 2-Methylnaphthalene 0.00200 0.00249 ppm v/v 125 20-180 Analyte LCS LCS DUnitResultQualifier %Rec Spike Added %Rec Limits Benzene 0.00200 0.00203 ppm v/v 102 70-130 Ethylbenzene 0.00200 0.00221 ppm v/v 110 70-130 Methyl tert-butyl ether 2.00 2.05 ppb v/v 103 60-140 m-Xylene & p-Xylene 0.00400 0.00483 ppm v/v 121 70-130 Naphthalene 0.00200 0.00225 ppm v/v 112 60-140 o-Xylene 0.00200 0.00245 ppm v/v 122 70-130 Toluene 0.00200 0.00212 ppm v/v 106 70-130 Xylenes, Total 0.00600 0.00728 ppm v/v 121 70-130 2-Methylnaphthalene 12 14.5 ug/m3 125 20-180 Analyte LCS LCS DUnitResultQualifier %Rec Spike Added %Rec Limits Benzene 6.4 6.49 ug/m3 102 70-130 Ethylbenzene 8.7 9.58 ug/m3 110 70-130 Methyl tert-butyl ether 7.2 7.40 ug/m3 103 60-140 m-Xylene & p-Xylene 17 21.0 ug/m3 121 70-130 Naphthalene 10 11.8 ug/m3 112 60-140 o-Xylene 8.7 10.6 ug/m3 122 70-130 Toluene 7.5 7.97 ug/m3 106 70-130 Eurofins Knoxville Page 12 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-64406/1002 Matrix: Air Prep Type: Total/NA Analysis Batch: 64406 Xylenes, Total 26 31.6 ug/m3 121 70-130 Analyte LCS LCS DUnitResultQualifier %Rec Spike Added %Rec Limits 4-Bromofluorobenzene (Surr)60 -140 Surrogate 111 LCS LCS Qualifier Limits%Recovery Client Sample ID: Method BlankLab Sample ID: MB 140-64468/4 Matrix: Air Prep Type: Total/NA Analysis Batch: 64468 RL MDL 2-Methylnaphthalene ND 0.0010 ppm v/v 08/23/22 13:28 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResultQualifier ND 0.000080 ppm v/v 08/23/22 13:28 1Benzene ND 0.000080 ppm v/v 08/23/22 13:28 1Ethylbenzene ND 0.40 ppb v/v 08/23/22 13:28 1Methyl tert-butyl ether ND 0.000080 ppm v/v 08/23/22 13:28 1m-Xylene & p-Xylene ND 0.00020 ppm v/v 08/23/22 13:28 1Naphthalene ND 0.000080 ppm v/v 08/23/22 13:28 1o-Xylene ND 0.00012 ppm v/v 08/23/22 13:28 1Toluene ND 0.00016 ppm v/v 08/23/22 13:28 1Xylenes, Total RL MDL 2-Methylnaphthalene ND 5.8 ug/m3 08/23/22 13:28 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResultQualifier ND 0.26 ug/m3 08/23/22 13:28 1Benzene ND 0.35 ug/m3 08/23/22 13:28 1Ethylbenzene ND 1.4 ug/m3 08/23/22 13:28 1Methyl tert-butyl ether ND 0.35 ug/m3 08/23/22 13:28 1m-Xylene & p-Xylene ND 1.0 ug/m3 08/23/22 13:28 1Naphthalene ND 0.35 ug/m3 08/23/22 13:28 1o-Xylene ND 0.45 ug/m3 08/23/22 13:28 1Toluene ND 0.69 ug/m3 08/23/22 13:28 1Xylenes, Total 4-Bromofluorobenzene (Surr)82 60-140 08/23/22 13:28 1 MB MB Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-64468/1002 Matrix: Air Prep Type: Total/NA Analysis Batch: 64468 2-Methylnaphthalene 0.00200 0.00101 ppm v/v 51 20-180 Analyte LCS LCS DUnitResultQualifier %Rec Spike Added %Rec Limits Benzene 0.00200 0.00182 ppm v/v 91 70-130 Ethylbenzene 0.00200 0.00183 ppm v/v 91 70-130 Methyl tert-butyl ether 2.00 1.71 ppb v/v 86 60-140 m-Xylene & p-Xylene 0.00400 0.00378 ppm v/v 95 70-130 Naphthalene 0.00200 0.00204 ppm v/v 102 60-140 o-Xylene 0.00200 0.00184 ppm v/v 92 70-130 Toluene 0.00200 0.00177 ppm v/v 88 70-130 Eurofins Knoxville Page 13 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-64468/1002 Matrix: Air Prep Type: Total/NA Analysis Batch: 64468 Xylenes, Total 0.00600 0.00562 ppm v/v 94 70-130 Analyte LCS LCS DUnitResultQualifier %Rec Spike Added %Rec Limits 2-Methylnaphthalene 12 5.88 ug/m3 51 20-180 Analyte LCS LCS DUnitResultQualifier %Rec Spike Added %Rec Limits Benzene 6.4 5.81 ug/m3 91 70-130 Ethylbenzene 8.7 7.94 ug/m3 91 70-130 Methyl tert-butyl ether 7.2 6.18 ug/m3 86 60-140 m-Xylene & p-Xylene 17 16.4 ug/m3 95 70-130 Naphthalene 10 10.7 ug/m3 102 60-140 o-Xylene 8.7 8.00 ug/m3 92 70-130 Toluene 7.5 6.67 ug/m3 88 70-130 Xylenes, Total 26 24.4 ug/m3 94 70-130 4-Bromofluorobenzene (Surr)60 -140 Surrogate 95 LCS LCS Qualifier Limits%Recovery Eurofins Knoxville Page 14 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Association Summary Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Air - GC/MS VOA Analysis Batch: 64406 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Air TO 15 LL140-28519-1 SG-1 Total/NA Air TO 15 LL140-28519-3 SG-3 Total/NA Air TO 15 LL140-28519-4 SG-4 Total/NA Air TO 15 LLMB 140-64406/4 Method Blank Total/NA Air TO 15 LLLCS 140-64406/1002 Lab Control Sample Total/NA Analysis Batch: 64468 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Air TO 15 LL140-28519-2 SG-2 Total/NA Air TO 15 LLMB 140-64468/4 Method Blank Total/NA Air TO 15 LLLCS 140-64468/1002 Lab Control Sample Total/NA Eurofins Knoxville Page 15 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Lab Chronicle Client: AECOM Job ID: 140-28519-1 Project/Site: PPL Guilford Greene Client Sample ID: SG-1 Lab Sample ID: 140-28519-1 Matrix: AirDate Collected: 08/12/22 11:53 Date Received: 08/18/22 09:15 Analysis TO 15 LL S1K08/19/22 23:371 EET KNX64406 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 50 mL 500 mL Instrument ID:MS Client Sample ID: SG-2 Lab Sample ID: 140-28519-2 Matrix: AirDate Collected: 08/12/22 11:58 Date Received: 08/18/22 09:15 Analysis TO 15 LL S1K08/23/22 16:541 EET KNX64468 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 50 mL 500 mL Instrument ID:MR Client Sample ID: SG-3 Lab Sample ID: 140-28519-3 Matrix: AirDate Collected: 08/12/22 12:00 Date Received: 08/18/22 09:15 Analysis TO 15 LL S1K08/20/22 01:121 EET KNX64406 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 50 mL 500 mL Instrument ID:MS Client Sample ID: SG-4 Lab Sample ID: 140-28519-4 Matrix: AirDate Collected: 08/12/22 11:51 Date Received: 08/18/22 09:15 Analysis TO 15 LL S1K08/20/22 01:581 EET KNX64406 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 50 mL 500 mL Instrument ID:MS Client Sample ID: Method Blank Lab Sample ID: MB 140-64406/4 Matrix: AirDate Collected: N/A Date Received: N/A Analysis TO 15 LL S1K08/19/22 12:181 EET KNX64406 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 500 mL 500 mL Instrument ID:MS Client Sample ID: Method Blank Lab Sample ID: MB 140-64468/4 Matrix: AirDate Collected: N/A Date Received: N/A Analysis TO 15 LL S1K08/23/22 13:281 EET KNX64468 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 500 mL 500 mL Instrument ID:MR Eurofins Knoxville Page 16 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Lab Chronicle Client: AECOM Job ID: 140-28519-1 Project/Site: PPL Guilford Greene Client Sample ID: Lab Control Sample Lab Sample ID: LCS 140-64406/1002 Matrix: AirDate Collected: N/A Date Received: N/A Analysis TO 15 LL S1K08/19/22 09:571 EET KNX64406 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 500 mL 500 mL Instrument ID:MS Client Sample ID: Lab Control Sample Lab Sample ID: LCS 140-64468/1002 Matrix: AirDate Collected: N/A Date Received: N/A Analysis TO 15 LL S1K08/23/22 09:161 EET KNX64468 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 500 mL 500 mL Instrument ID:MR Laboratory References: EET KNX = Eurofins Knoxville, 5815 Middlebrook Pike, Knoxville, TN 37921, TEL (865)291-3000 Eurofins Knoxville Page 17 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Method Summary Job ID: 140-28519-1Client: AECOM Project/Site: PPL Guilford Greene Method Method Description LaboratoryProtocol EPATO 15 LL Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS)EET KNX Protocol References: EPA = US Environmental Protection Agency Laboratory References: EET KNX = Eurofins Knoxville, 5815 Middlebrook Pike, Knoxville, TN 37921, TEL (865)291-3000 Eurofins Knoxville Page 18 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Sample Summary Client: AECOM Job ID: 140-28519-1 Project/Site: PPL Guilford Greene Lab Sample ID Client Sample ID Matrix Collected Received Asset ID 140-28519-1 SG-1 Air 08/12/22 11:53 08/18/22 09:15 Air Canister (6-Liter) #10692 140-28519-2 SG-2 Air 08/12/22 11:58 08/18/22 09:15 Air Canister (6-Liter) #10822 140-28519-3 SG-3 Air 08/12/22 12:00 08/18/22 09:15 Air Canister (6-Liter) #10033 140-28519-4 SG-4 Air 08/12/22 11:51 08/18/22 09:15 Air Canister (6-Liter) #11137 Eurofins KnoxvillePage 19 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Page 20 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Page 21 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Gauge ID:G5 Date/Time:8/18/2022 1433 Analyst Sample ID Pressure @ Receipt (-in Hg or +psig)/initial pressurisation (if applicable) Asset #Cleaning Job Cert Type Size (L)Comments BRS 140-28519-a-1 -6.2 10692 140-28192-a-5 B 6 BRS 140-28519-a-2 -6.3 10822 140-28192-a-4 B 6 BRS 140-28519-a-3 -5.3 10033 140-28192-a-13 B 6 BRS 140-28519-a-4 -4.9 11137 140-28192-a-9 B 6 Eurofins Knoxville - Air Canister Initial Pressure Check 140-28519-a-4 MS038 r16, 2/12/22 Page 22 of 22 8/25/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ANALYTICAL REPORT PREPARED FOR Attn: Brandt Morrow AECOM 900 Perimeter Park Drive Suite A Morrisville North Carolina 27560 Generated 11/22/2022 11:26:05 AM JOB DESCRIPTION PPL Guilford Greene JOB NUMBER 140-29658-1 Knoxville TN 37921 5815 Middlebrook Pike Eurofins Knoxville 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Table of Contents Client: AECOM Project/Site: PPL Guilford Greene Laboratory Job ID: 140-29658-1 Page 2 of 21 Eurofins Knoxville11/22/2022 Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 Default Detection Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 Surrogate Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14 Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16 Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 Appendix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Definitions/Glossary Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Glossary These commonly used abbreviations may or may not be present in this report. ¤Listed under the "D" column to designate that the result is reported on a dry weight basis Abbreviation %R Percent Recovery CFL Contains Free Liquid CFU Colony Forming Unit CNF Contains No Free Liquid DER Duplicate Error Ratio (normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit (DoD/DOE) DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration (Radiochemistry) EDL Estimated Detection Limit (Dioxin) LOD Limit of Detection (DoD/DOE) LOQ Limit of Quantitation (DoD/DOE) MCL EPA recommended "Maximum Contaminant Level" MDA Minimum Detectable Activity (Radiochemistry) MDC Minimum Detectable Concentration (Radiochemistry) MDL Method Detection Limit ML Minimum Level (Dioxin) MPN Most Probable Number MQL Method Quantitation Limit NC Not Calculated ND Not Detected at the reporting limit (or MDL or EDL if shown) NEG Negative / Absent POS Positive / Present PQL Practical Quantitation Limit PRES Presumptive QC Quality Control RER Relative Error Ratio (Radiochemistry) RL Reporting Limit or Requested Limit (Radiochemistry) RPD Relative Percent Difference, a measure of the relative difference between two points TEF Toxicity Equivalent Factor (Dioxin) TEQ Toxicity Equivalent Quotient (Dioxin) TNTC Too Numerous To Count Eurofins Knoxville Page 3 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Case Narrative Client: AECOM Job ID: 140-29658-1 Project/Site: PPL Guilford Greene Job ID: 140-29658-1 Laboratory: Eurofins Knoxville Narrative Job Narrative 140-29658-1 Comments No additional comments. Receipt The samples were received on 11/18/2022 9:30 AM. Unless otherwise noted below, the samples arrived in good condition, and where required, properly preserved and on ice. Air - GC/MS VOA Methods TO 15 LL, TO-15: EPA methods TO-14A and TO-15 specify the use of humidified "zero air" as the blank reagent for canister cleaning, instrument calibration and sample analysis. Ultra-high purity humidified nitrogen from a cryogenic reservoir is used in place of "zero air" by Eurofins TestAmerica Knoxville. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Eurofins KnoxvillePage 4 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Detection Summary Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Client Sample ID: SG-1 Lab Sample ID: 140-29658-1 No Detections. Client Sample ID: SG-2 Lab Sample ID: 140-29658-2 No Detections. Client Sample ID: SG-3 Lab Sample ID: 140-29658-3 No Detections. Client Sample ID: SG-4 Lab Sample ID: 140-29658-4 No Detections. Eurofins Knoxville This Detection Summary does not include radiochemical test results. Page 5 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Client Sample Results Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Lab Sample ID: 140-29658-1Client Sample ID: SG-1 Matrix: AirDate Collected: 11/17/22 14:25 Date Received: 11/18/22 09:30 Sample Container: Summa Canister 6L Method: EPA TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) RL MDL ND 0.010 ppm v/v 11/19/22 01:00 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2-Methylnaphthalene 0.00080 ppm v/v 11/19/22 01:00 1NDBenzene 0.00080 ppm v/v 11/19/22 01:00 1NDEthylbenzene 4.0 ppb v/v 11/19/22 01:00 1NDMethyl tert-butyl ether 0.00080 ppm v/v 11/19/22 01:00 1NDm-Xylene & p-Xylene 0.0020 ppm v/v 11/19/22 01:00 1NDNaphthalene 0.00080 ppm v/v 11/19/22 01:00 1NDo-Xylene 0.0012 ppm v/v 11/19/22 01:00 1NDToluene 0.0016 ppm v/v 11/19/22 01:00 1NDXylenes, Total RL MDL ND 58 ug/m3 11/19/22 01:00 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2-Methylnaphthalene 2.6 ug/m3 11/19/22 01:00 1NDBenzene 3.5 ug/m3 11/19/22 01:00 1NDEthylbenzene 14 ug/m3 11/19/22 01:00 1NDMethyl tert-butyl ether 3.5 ug/m3 11/19/22 01:00 1NDm-Xylene & p-Xylene 10 ug/m3 11/19/22 01:00 1NDNaphthalene 3.5 ug/m3 11/19/22 01:00 1NDo-Xylene 4.5 ug/m3 11/19/22 01:00 1NDToluene 6.9 ug/m3 11/19/22 01:00 1NDXylenes, Total Isopropyl ether TIC ND ppm v/v 108-20-3 11/19/22 01:00 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT Isopropyl ether TIC ND ug/m3 108-20-3 11/19/22 01:00 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT 4-Bromofluorobenzene (Surr)103 60-140 11/19/22 01:00 1 Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery Eurofins Knoxville Page 6 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Client Sample Results Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Lab Sample ID: 140-29658-2Client Sample ID: SG-2 Matrix: AirDate Collected: 11/17/22 14:33 Date Received: 11/18/22 09:30 Sample Container: Summa Canister 6L Method: EPA TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) RL MDL ND 0.010 ppm v/v 11/19/22 01:42 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2-Methylnaphthalene 0.00080 ppm v/v 11/19/22 01:42 1NDBenzene 0.00080 ppm v/v 11/19/22 01:42 1NDEthylbenzene 4.0 ppb v/v 11/19/22 01:42 1NDMethyl tert-butyl ether 0.00080 ppm v/v 11/19/22 01:42 1NDm-Xylene & p-Xylene 0.0020 ppm v/v 11/19/22 01:42 1NDNaphthalene 0.00080 ppm v/v 11/19/22 01:42 1NDo-Xylene 0.0012 ppm v/v 11/19/22 01:42 1NDToluene 0.0016 ppm v/v 11/19/22 01:42 1NDXylenes, Total RL MDL ND 58 ug/m3 11/19/22 01:42 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2-Methylnaphthalene 2.6 ug/m3 11/19/22 01:42 1NDBenzene 3.5 ug/m3 11/19/22 01:42 1NDEthylbenzene 14 ug/m3 11/19/22 01:42 1NDMethyl tert-butyl ether 3.5 ug/m3 11/19/22 01:42 1NDm-Xylene & p-Xylene 10 ug/m3 11/19/22 01:42 1NDNaphthalene 3.5 ug/m3 11/19/22 01:42 1NDo-Xylene 4.5 ug/m3 11/19/22 01:42 1NDToluene 6.9 ug/m3 11/19/22 01:42 1NDXylenes, Total Isopropyl ether TIC ND ppm v/v 108-20-3 11/19/22 01:42 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT Isopropyl ether TIC ND ug/m3 108-20-3 11/19/22 01:42 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT 4-Bromofluorobenzene (Surr)103 60-140 11/19/22 01:42 1 Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery Eurofins Knoxville Page 7 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Client Sample Results Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Lab Sample ID: 140-29658-3Client Sample ID: SG-3 Matrix: AirDate Collected: 11/17/22 14:41 Date Received: 11/18/22 09:30 Sample Container: Summa Canister 6L Method: EPA TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) RL MDL ND 0.010 ppm v/v 11/19/22 02:24 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2-Methylnaphthalene 0.00080 ppm v/v 11/19/22 02:24 1NDBenzene 0.00080 ppm v/v 11/19/22 02:24 1NDEthylbenzene 4.0 ppb v/v 11/19/22 02:24 1NDMethyl tert-butyl ether 0.00080 ppm v/v 11/19/22 02:24 1NDm-Xylene & p-Xylene 0.0020 ppm v/v 11/19/22 02:24 1NDNaphthalene 0.00080 ppm v/v 11/19/22 02:24 1NDo-Xylene 0.0012 ppm v/v 11/19/22 02:24 1NDToluene 0.0016 ppm v/v 11/19/22 02:24 1NDXylenes, Total RL MDL ND 58 ug/m3 11/19/22 02:24 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2-Methylnaphthalene 2.6 ug/m3 11/19/22 02:24 1NDBenzene 3.5 ug/m3 11/19/22 02:24 1NDEthylbenzene 14 ug/m3 11/19/22 02:24 1NDMethyl tert-butyl ether 3.5 ug/m3 11/19/22 02:24 1NDm-Xylene & p-Xylene 10 ug/m3 11/19/22 02:24 1NDNaphthalene 3.5 ug/m3 11/19/22 02:24 1NDo-Xylene 4.5 ug/m3 11/19/22 02:24 1NDToluene 6.9 ug/m3 11/19/22 02:24 1NDXylenes, Total Isopropyl ether TIC ND ppm v/v 108-20-3 11/19/22 02:24 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT Isopropyl ether TIC ND ug/m3 108-20-3 11/19/22 02:24 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT 4-Bromofluorobenzene (Surr)105 60-140 11/19/22 02:24 1 Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery Eurofins Knoxville Page 8 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Client Sample Results Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Lab Sample ID: 140-29658-4Client Sample ID: SG-4 Matrix: AirDate Collected: 11/17/22 14:49 Date Received: 11/18/22 09:30 Sample Container: Summa Canister 6L Method: EPA TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) RL MDL ND 0.010 ppm v/v 11/19/22 03:06 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2-Methylnaphthalene 0.00080 ppm v/v 11/19/22 03:06 1NDBenzene 0.00080 ppm v/v 11/19/22 03:06 1NDEthylbenzene 4.0 ppb v/v 11/19/22 03:06 1NDMethyl tert-butyl ether 0.00080 ppm v/v 11/19/22 03:06 1NDm-Xylene & p-Xylene 0.0020 ppm v/v 11/19/22 03:06 1NDNaphthalene 0.00080 ppm v/v 11/19/22 03:06 1NDo-Xylene 0.0012 ppm v/v 11/19/22 03:06 1NDToluene 0.0016 ppm v/v 11/19/22 03:06 1NDXylenes, Total RL MDL ND 58 ug/m3 11/19/22 03:06 1 Analyte Dil FacAnalyzedPreparedUnitDResultQualifier 2-Methylnaphthalene 2.6 ug/m3 11/19/22 03:06 1NDBenzene 3.5 ug/m3 11/19/22 03:06 1NDEthylbenzene 14 ug/m3 11/19/22 03:06 1NDMethyl tert-butyl ether 3.5 ug/m3 11/19/22 03:06 1NDm-Xylene & p-Xylene 10 ug/m3 11/19/22 03:06 1NDNaphthalene 3.5 ug/m3 11/19/22 03:06 1NDo-Xylene 4.5 ug/m3 11/19/22 03:06 1NDToluene 6.9 ug/m3 11/19/22 03:06 1NDXylenes, Total Isopropyl ether TIC ND ppm v/v 108-20-3 11/19/22 03:06 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT Isopropyl ether TIC ND ug/m3 108-20-3 11/19/22 03:06 1 Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT 4-Bromofluorobenzene (Surr)103 60-140 11/19/22 03:06 1 Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery Eurofins Knoxville Page 9 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Default Detection Limits Client: AECOM Job ID: 140-29658-1 Project/Site: PPL Guilford Greene Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) 0.00102-Methylnaphthalene ppm v/v Analyte UnitsMDLRL 0.00063 5.82-Methylnaphthalene ug/m33.7 0.000080Benzene ppm v/v0.000013 0.26Benzene ug/m30.042 0.000080Ethylbenzene ppm v/v0.000013 0.35Ethylbenzene ug/m30.056 0.40Methyl tert-butyl ether ppb v/v0.052 1.4Methyl tert-butyl ether ug/m30.19 0.000080m-Xylene & p-Xylene ppm v/v0.000029 0.35m-Xylene & p-Xylene ug/m30.13 0.00020Naphthalene ppm v/v0.000039 1.0Naphthalene ug/m30.20 0.000080o-Xylene ppm v/v0.000015 0.35o-Xylene ug/m30.065 0.00012Toluene ppm v/v0.000023 0.45Toluene ug/m30.087 0.00016Xylenes, Total ppm v/v0.000015 0.69Xylenes, Total ug/m30.065 Eurofins Knoxville Page 10 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Surrogate Summary Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) Prep Type: Total/NAMatrix: Air Lab Sample ID Client Sample ID (60-140) BFB 103140-29658-1 Percent Surrogate Recovery (Acceptance Limits) SG-1 103140-29658-2 SG-2 105140-29658-3 SG-3 103140-29658-4 SG-4 111LCS 140-67583/1002 Lab Control Sample 95MB 140-67583/4 Method Blank Surrogate Legend BFB = 4-Bromofluorobenzene (Surr) Eurofins Knoxville Page 11 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 QC Sample Results Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) Client Sample ID: Method BlankLab Sample ID: MB 140-67583/4 Matrix: Air Prep Type: Total/NA Analysis Batch: 67583 RL MDL 2-Methylnaphthalene ND 0.0010 ppm v/v 11/18/22 09:24 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResultQualifier ND 0.000080 ppm v/v 11/18/22 09:24 1Benzene ND 0.000080 ppm v/v 11/18/22 09:24 1Ethylbenzene ND 0.40 ppb v/v 11/18/22 09:24 1Methyl tert-butyl ether ND 0.000080 ppm v/v 11/18/22 09:24 1m-Xylene & p-Xylene ND 0.00020 ppm v/v 11/18/22 09:24 1Naphthalene ND 0.000080 ppm v/v 11/18/22 09:24 1o-Xylene ND 0.00012 ppm v/v 11/18/22 09:24 1Toluene ND 0.00016 ppm v/v 11/18/22 09:24 1Xylenes, Total RL MDL 2-Methylnaphthalene ND 5.8 ug/m3 11/18/22 09:24 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResultQualifier ND 0.26 ug/m3 11/18/22 09:24 1Benzene ND 0.35 ug/m3 11/18/22 09:24 1Ethylbenzene ND 1.4 ug/m3 11/18/22 09:24 1Methyl tert-butyl ether ND 0.35 ug/m3 11/18/22 09:24 1m-Xylene & p-Xylene ND 1.0 ug/m3 11/18/22 09:24 1Naphthalene ND 0.35 ug/m3 11/18/22 09:24 1o-Xylene ND 0.45 ug/m3 11/18/22 09:24 1Toluene ND 0.69 ug/m3 11/18/22 09:24 1Xylenes, Total 4-Bromofluorobenzene (Surr)95 60-140 11/18/22 09:24 1 MB MB Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-67583/1002 Matrix: Air Prep Type: Total/NA Analysis Batch: 67583 2-Methylnaphthalene 0.00200 0.00170 ppm v/v 85 20-180 Analyte LCS LCS DUnitResultQualifier %Rec Spike Added %Rec Limits Benzene 0.00200 0.00199 ppm v/v 99 70-130 Ethylbenzene 0.00200 0.00192 ppm v/v 96 70-130 Methyl tert-butyl ether 2.00 1.97 ppb v/v 98 60-140 m-Xylene & p-Xylene 0.00400 0.00406 ppm v/v 101 70-130 Naphthalene 0.00200 0.00178 ppm v/v 89 60-140 o-Xylene 0.00200 0.00197 ppm v/v 98 70-130 Toluene 0.00200 0.00186 ppm v/v 93 70-130 Xylenes, Total 0.00600 0.00603 ppm v/v 101 70-130 2-Methylnaphthalene 12 9.87 ug/m3 85 20-180 Analyte LCS LCS DUnitResultQualifier %Rec Spike Added %Rec Limits Benzene 6.4 6.36 ug/m3 99 70-130 Ethylbenzene 8.7 8.34 ug/m3 96 70-130 Methyl tert-butyl ether 7.2 7.10 ug/m3 98 60-140 m-Xylene & p-Xylene 17 17.6 ug/m3 101 70-130 Naphthalene 10 9.32 ug/m3 89 60-140 o-Xylene 8.7 8.55 ug/m3 98 70-130 Toluene 7.5 7.00 ug/m3 93 70-130 Eurofins Knoxville Page 12 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 QC Sample Results Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Method: TO 15 LL - Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-67583/1002 Matrix: Air Prep Type: Total/NA Analysis Batch: 67583 Xylenes, Total 26 26.2 ug/m3 101 70-130 Analyte LCS LCS DUnitResultQualifier %Rec Spike Added %Rec Limits 4-Bromofluorobenzene (Surr)60 -140 Surrogate 111 LCS LCS Qualifier Limits%Recovery Eurofins Knoxville Page 13 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 QC Association Summary Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Air - GC/MS VOA Analysis Batch: 67583 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Air TO 15 LL140-29658-1 SG-1 Total/NA Air TO 15 LL140-29658-2 SG-2 Total/NA Air TO 15 LL140-29658-3 SG-3 Total/NA Air TO 15 LL140-29658-4 SG-4 Total/NA Air TO 15 LLMB 140-67583/4 Method Blank Total/NA Air TO 15 LLLCS 140-67583/1002 Lab Control Sample Total/NA Eurofins Knoxville Page 14 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Lab Chronicle Client: AECOM Job ID: 140-29658-1 Project/Site: PPL Guilford Greene Client Sample ID: SG-1 Lab Sample ID: 140-29658-1 Matrix: AirDate Collected: 11/17/22 14:25 Date Received: 11/18/22 09:30 Analysis TO 15 LL S1K11/19/22 01:001 EET KNX67583 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 50 mL 500 mL Instrument ID:MR Client Sample ID: SG-2 Lab Sample ID: 140-29658-2 Matrix: AirDate Collected: 11/17/22 14:33 Date Received: 11/18/22 09:30 Analysis TO 15 LL S1K11/19/22 01:421 EET KNX67583 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 50 mL 500 mL Instrument ID:MR Client Sample ID: SG-3 Lab Sample ID: 140-29658-3 Matrix: AirDate Collected: 11/17/22 14:41 Date Received: 11/18/22 09:30 Analysis TO 15 LL S1K11/19/22 02:241 EET KNX67583 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 50 mL 500 mL Instrument ID:MR Client Sample ID: SG-4 Lab Sample ID: 140-29658-4 Matrix: AirDate Collected: 11/17/22 14:49 Date Received: 11/18/22 09:30 Analysis TO 15 LL S1K11/19/22 03:061 EET KNX67583 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 50 mL 500 mL Instrument ID:MR Client Sample ID: Method Blank Lab Sample ID: MB 140-67583/4 Matrix: AirDate Collected: N/A Date Received: N/A Analysis TO 15 LL S1K11/18/22 09:241 EET KNX67583 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 500 mL 500 mL Instrument ID:MR Client Sample ID: Lab Control Sample Lab Sample ID: LCS 140-67583/1002 Matrix: AirDate Collected: N/A Date Received: N/A Analysis TO 15 LL S1K11/18/22 05:211 EET KNX67583 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 500 mL 500 mL Instrument ID:MR Laboratory References: EET KNX = Eurofins Knoxville, 5815 Middlebrook Pike, Knoxville, TN 37921, TEL (865)291-3000 Eurofins Knoxville Page 15 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Method Summary Job ID: 140-29658-1Client: AECOM Project/Site: PPL Guilford Greene Method Method Description LaboratoryProtocol EPATO 15 LL Volatile Organic Compounds in Ambient Air, Low Concentration (GC/MS)EET KNX Protocol References: EPA = US Environmental Protection Agency Laboratory References: EET KNX = Eurofins Knoxville, 5815 Middlebrook Pike, Knoxville, TN 37921, TEL (865)291-3000 Eurofins Knoxville Page 16 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Summary Client: AECOM Job ID: 140-29658-1 Project/Site: PPL Guilford Greene Lab Sample ID Client Sample ID Matrix Collected Received Asset ID 140-29658-1 SG-1 Air 11/17/22 14:25 11/18/22 09:30 Air Canister (6-Liter) #34000454 140-29658-2 SG-2 Air 11/17/22 14:33 11/18/22 09:30 Air Canister (6-Liter) #8362 140-29658-3 SG-3 Air 11/17/22 14:41 11/18/22 09:30 Air Canister (6-Liter) #34000006 140-29658-4 SG-4 Air 11/17/22 14:49 11/18/22 09:30 Air Canister (6-Liter) #34001082 Eurofins KnoxvillePage 17 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Page 18 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Page 19 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Gauge ID:G5 Date/Time:11/18/22 1345 Analyst Sample ID Pressure @ Receipt (-in Hg or +psig)/initial pressurisation (if applicable) Asset #Cleaning Job Cert Type Size (L)Comments BRS 140-29658-a-1 -4.8 34000454 140-29415-a-11 B 6 BRS 140-29658-a-2 -5.0 8362 140-29415-a-2 B 6 BRS 140-29658-a-3 -4.0 34000006 140-29415-a-9 B 6 BRS 140-29658-a-4 -4.8 34001082 140-29415-a-14 B 6 Eurofins Knoxville - Air Canister Initial Pressure Check 140-29658-a-4 MS038 r16, 2/12/22 Page 20 of 21 11/22/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Eurofins Knoxville Eurofins Knoxville is a laboratory within TestAmerica Laboratories, Inc., a company within Eurofins Environment Testing Group of Companies Job Notes This report may not be reproduced except in full, and with written approval from the laboratory. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. The test results in this report relate only to the samples as received by the laboratory and will meet all requirements of the methodology, with any exceptions noted. This report shall not be reproduced except in full, without the express written approval of the laboratory. All questions should be directed to the Eurofins TestAmerica Project Manager. Authorization Generated 11/22/2022 11:26:05 AM Authorized for release by Jamie McKinney, Senior Project Manager Jamie.McKinney@et.eurofinsus.com (865)291-3000 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16