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HomeMy WebLinkAboutWS-7706_7706_CA_MROP_20220916 Prepared for: Phillips 66 Company 222 S. Church Street Charlotte, North Carolina 28202 ACTIVE REMEDIATION MONITORING REPORT Former ConocoPhillips Terminal No. 33441 (RM #6578) 115 South Chimney Rock Road Greensboro, Guilford County, North Carolina ATC Project No. P666578109 Prepared by: ATC Associates of North Carolina, P.C. 2725 E. Millbrook Road, Suite 121 Raleigh, North Carolina 27604 Telephone 919-871-0999 Corinne Lally Staff Scientist Direct Line: 919-948-7379 Email: corinne.lally@oneatlas.com Gabriel Araos, P.E. Branch Manager Direct Line: 919-573-1205 Email: gabe.araos@oneatlas.com September 16, 2022 Former ConocoPhillips Terminal No. 33441 (RM #6578) September 16, 2022 Page i ATC Project No. P666578109 Phillips 66 Company TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................ 1 2.0 SITE BACKGROUND ....................................................................................................... 1 3.0 GROUNDWATER INVESTIGATION .............................................................................. 5 3.1 Groundwater Levels ......................................................................................... 5 3.2 Groundwater Quality ........................................................................................ 5 4.0 SUMMARY .......................................................................................................................... 6 LIST OF TABLES Table 1: Monitoring Well Construction Details Table 2: Historical Groundwater Elevation Data Table 3: Groundwater Analytical Data Table 4: Historical Groundwater Analytical Data Table 5: Natural Attenuation Parameters LIST OF FIGURES Figure 1: Topographic Map Figure 2: Site Map Figure 3: Potential Receptor Map Figure 4: Groundwater Elevation Contour Map – December 14, 2021 Figure 5: Dissolved Benzene Isoconcentration Contour Map Figure 6: Dissolved MTBE Isoconcentration Contour Map LIST OF APPENDICES Appendix A: Laboratory Analytical Results Appendix B: Concentration versus Time Graphs Former ConocoPhillips Terminal No. 33441 (RM #6578) September 16, 2022 Page 1 of 6 ATC Project No. P666578109 Phillips 66 Company 1.0 INTRODUCTION ATC Associates of North Carolina, P.C. (ATC) was retained by Phillips 66 Company to continue active remediation monitoring activities at the former ConocoPhillips Terminal No. 33441 located at 115 South Chimney Rock Road in Greensboro, Guilford County, North Carolina. This report documents two quarterly groundwater monitoring events performed in March and June 2022 and an Oxygen Releasing Substrate (ORS) filter sock installation event in March 2022. 2.0 SITE BACKGROUND The former ConocoPhillips Terminal No. 33441 is located at 115 South Chimney Rock Road on an approximate 7.79-acre parcel of land in an industrial area of western Greensboro. The site is currently an active bulk fuel distribution terminal that consists of a control office building, miscellaneous warehouse and storage buildings, and nine bulk fuel aboveground storage tanks (ASTs), a covered bulk dispensing loading rack, and associated process piping. The terminal is supplied with fuel and petroleum products by Colonial Pipeline that enters the site property from the southwestern corner. The site property was sold in 2022 by Magellan Terminals Holdings, L.P. (Magellan) to Buckeye Partners, L.P. (Buckeye). A site topographic map is presented as Figure 1 and a site map is presented as Figure 2. The site has operated as a bulk fuel distribution terminal since the late 1950’s and is located in a commercial/industrial area with no residential development within approximately 1,000 feet of the site. Numerous other bulk fuel distribution terminals are located in the surrounding area. Assessment activities were initiated following reports of impact to utilities adjacent to some of the area terminals in December 1987. A Corrective Action Plan (CAP) submitted on March 1, 1993, recommended a dual-phase extraction (DPE) system for soil and groundwater remediation at the site, which was approved by the North Carolina Department of Environmental Quality (NCDEQ, formerly the North Carolina Department of Environment and Natural Resources) in November 1993. The DPE system was installed during March 1995 and operated until November 2003 when it was shut down due to contaminant concentrations reportedly having reached asymptotic levels with no apparent plume migration. A CAP Addendum was submitted in December 2003 recommending modifying the existing DPE system to an air injection (AI) bio-enhancement remediation system, which was implemented following NCDEQ approval. The AI system was started in April 2004. Former ConocoPhillips Terminal No. 33441 (RM #6578) September 16, 2022 Page 2 of 6 ATC Project No. P666578109 Phillips 66 Company A second CAP Addendum was submitted in September 2006 recommending enhanced anaerobic bioremediation to address concentrations of dissolved petroleum hydrocarbons above the Groundwater Standards established in Title 15A of the North Carolina Administrative Code (NCAC) Subchapter 2L Section .0202 (2L Standards). Approval for a pilot test was issued by NCDEQ; however, prior to securing a remediation permit and a permit to use a well for injection, concentrations of dissolved petroleum hydrocarbons in groundwater samples showed decreasing trends. As a result, operation of the AI system continued. An Active Remediation Monitoring Report submitted on July 30, 2013, documented Phillips 66 recommendation to temporarily shut down the AI system to observe the effect on contaminant concentrations over time and to evaluate potential rebounding. NCDEQ concurred with Phillips 66’s recommendation in a letter dated August 12, 2013, and consented to deactivation of the AI system for one year. On June 23, 2014, a gasoline release occurred under the operations of the current terminal operator, Magellan, from a product line valve failure to Tank No. 8 in the vicinity of Phillips 66 monitoring well MW- 11. Based on a July 25, 2014, Initial Assessment Report submitted by Magellan and NCDEQ’s August 18, 2014, response, NCDEQ did not require additional assessment or cleanup following Magellan’s initial abatement and excavation activities. Accordingly, NCDEQ did not assign a new Incident Release Number to Magellan’s gasoline release. On October 3, 2014, a Remediation System Evaluation was submitted concluding that the AI system was no longer effective in reducing compound concentrations at the site. Phillips 66 recommended permanently discontinuing operation of the AI system and removing the mechanical and electrical components of the system from the site. Phillips 66 further recommended evaluating the effectiveness of utilizing ORC® filter socks for further reducing the concentrations in groundwater immediately surrounding monitoring well MW-12. In a letter dated October 20, 2014, NCDEQ concurred with Phillips 66’s recommendations to permanently discontinue operation of the AI system and evaluate the effectiveness of ORC® filter socks in monitoring well MW-12. On March 12, 2015, Phillips 66 submitted a “Notification of Intent to Construct or Operate Injection Wells” to NCDEQ Division of Water Resources (DWR) Underground Injection Control (UIC) Program. On March 31, 2015, ORC® filter socks were installed in monitoring well MW-12, and an Injection Event Record was submitted to NCDEQ on April 8, 2015. Former ConocoPhillips Terminal No. 33441 (RM #6578) September 16, 2022 Page 3 of 6 ATC Project No. P666578109 Phillips 66 Company On February 18, 2016, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between July and December 2015. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. On September 1, 2016, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between March and July 2016 as well as the receptor survey conducted in July 2016. The receptor survey identified a surface water body located within 500 feet of the site. A retention pond is located on the site property that drains into Long Branch to the southeast of the site. According to the NCDEQ Division of Water Resources, Long Branch is identified as a Water Supply (WS) IV surface water body. No water supply wells were identified during the July 2016 receptor survey. A potential receptor map is included as Figure 3. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. On February 21, 2017, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between September and December 2016. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. On July 14, 2017, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between March and June 2017. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. On March 6, 2018, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between September and December 2017. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. On July 31, 2018, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between March and June 2018. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. On February 28, 2019, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between September and December 2018. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. On July 29, 2019, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between March and June 2019. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. Former ConocoPhillips Terminal No. 33441 (RM #6578) September 16, 2022 Page 4 of 6 ATC Project No. P666578109 Phillips 66 Company On December 26, 2019, approximately 480 gallons of gasoline were released to the ground surface at the Magellan terminal due to a valve failure in the manifold area near Tank No. 4 and monitoring well MW-12. The release was reported verbally to NCDEQ on December 26, 2019. Initial abatement actions were performed by Apex Companies, LLC (Apex), on behalf of Magellan, and included the excavation of 75 cubic yards of petroleum impacted soils and the removal of 12,549 gallons of petroleum contact water. An Initial Assessment Report for Non-UST Releases was submitted to NCDEQ on April 2, 2020, documenting the abatement activities and recommending no further action. On January 31, 2020, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between September and December 2019. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. On August 12, 2020, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between March and June 2020. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. On April 21, 2021, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between September and December 2020. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. ATC submitted a Notice of Intent to Construct or Operate Injection Wells (NOI) to the NCDEQ Division of Water Resources Section on June 10, 2021, for the installation of Provectus Oxygen Releasing Substrate (ORS) sleeves in monitoring well MW-12. On June 25, 2021, NCDEQ issued permit number WI0400570. On August 4, 2021, ATC mobilized to the site and installed three ORS socks in monitoring well MW-12. On August 26, 2021, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between March and June 2021 and the ORC sock installation in August 2021. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. On March 7, 2022, an Active Remediation Monitoring Report was submitted documenting monitoring activities performed between September and December 2021, and the ORC sock installation in December 2021. Based on the laboratory analytical data, continued quarterly sampling and semi-annual reporting was recommended. Former ConocoPhillips Terminal No. 33441 (RM #6578) September 16, 2022 Page 5 of 6 ATC Project No. P666578109 Phillips 66 Company 3.0 GROUNDWATER INVESTIGATION 3.1 Groundwater Levels On March 29, 2022, ATC measured groundwater elevations in wells MW-1, MW-2, MW-3, MW-5, MW-6, MW-7, MW-8, MW-9, MW-10, MW-11, MW-12, MW-13, DW-1, DPE-6, DPE-7, DPE-9, DPE-10, DPE-11, DPE-14, DPE-18, DPE-19, DPE-20, and DPE-22. On June 16, 2022, ATC measured groundwater elevations in MW-1, MW-2, MW-3, MW-5, MW-6, MW-7, MW-8, MW-9, MW-10, MW-11, MW-12, MW-13, DW-1, DPE- 6, DPE-7, DPE-10, DPE-11, DPE-14, DPE-18, DPE-19, DPE-20, and DPE-22. An oil/water interface probe was used to measure the depth to water and the presence of light non-aqueous phase liquid (LNAPL) in the monitoring wells. Based on the June 16, 2022, gauging event, groundwater depths ranged from 4.45 feet bgs in MW-2 to 15.38 feet bgs in MW-12. LNAPL was not detected during either sampling event. During the March 2022 sampling event, ATC replaced the ORS socks in monitoring well MW-12. Depth to water was measured from the top of each well casing and then converted into relative elevations using previously established well elevations. Monitoring well construction information is included as Table 1. Historical groundwater elevations are summarized in Table 2. A groundwater elevation contour map for the June 2022 sampling event is included as Figure 4. Based on the water table elevations, groundwater flow is towards the southeast. 3.2 Groundwater Quality On March 29, 2022, and June 16, 2022, ATC collected groundwater samples from monitoring wells MW-11, MW-12, and MW-13. Groundwater samples were collected into laboratory-approved containers, packed in ice and delivered under chain-of-custody to SGS Accutest in Scott, Louisiana for analyses. The groundwater samples were analyzed benzene, toluene, ethylbenzene, total xylenes (BTEX), and methyl tertiary butyl ether (MTBE) via EPA Method 6200B. In addition, natural attenuation parameters including temperature, pH, conductivity, turbidity, and oxygen releasing potential were measured in the monitoring wells. Laboratory analytical results from the March 29, 2022, sampling event indicated MTBE (31.7 µg/L) was detected above 2L Standards in MW-11, and benzene (21.9 µg/L) and MTBE (53.5 µg/L) were detected above 2L Standards in MW-12. Laboratory analytical results from the June 16, 2022, sampling event indicated MTBE (32.8 µg/L) was detected above 2L Standards in MW-11. Benzene (162 µg/L) and MTBE (41.9 µg/L) were detected above 2L Standards in MW-12. No compounds exceeded the Gross Contaminant Levels (GCLs). Due to the presence of a WS-IV surface water body within 500 feet of the site, groundwater concentrations are also compared to the North Carolina 15A NCAC 02B Surface Water Standards and Protective Values and the Former ConocoPhillips Terminal No. 33441 (RM #6578) September 16, 2022 Page 6 of 6 ATC Project No. P666578109 Phillips 66 Company Environmental Protection Agency (EPA) Recommended Water Quality Criteria (2B Standard) to determine if concentrations exceed the most stringent of the freshwater, water supply, and human health standards by a factor of 10 (as cited in Title 15A NCAC 02L .0506). Benzene exceeded the 2B Standard by a factor of 10 in monitoring well MW-12 for the March and June 2022 sampling events. MTBE did not exceed the 2B Standards by a factor of 10 during the March and June 2022 sampling events. The groundwater laboratory analytical report is included in Appendix A and summarized in Table 3. Dissolved isoconcentration contour maps for benzene and MTBE are included as Figures 5 and 6, respectively. Table 4 presents historical groundwater analytical results. Historical natural attenuation parameters are presented in Table 5. Concentration versus time and groundwater elevation versus time graphs for monitoring wells MW-11, MW-12, and MW-13 are included in Appendix B. 4.0 SUMMARY Two quarterly groundwater sampling events were performed in March and June 2022 for the former ConocoPhillips Terminal No. 33441 in Greensboro, Guilford County, North Carolina. Based on field activities, observations, and groundwater analytical results, ATC concludes the following:  The site meets the criteria for an “Intermediate” risk site due to the presence of a retention pond and Little Branch surface water body within 500 feet of the site with groundwater concentrations exceeding 10 times the applicable 2B Surface Water Standards;  Depth to groundwater measurements ranged from 4.45 feet bgs in MW-2 to 15.38 feet bgs in MW-12 (June 2022). The inferred shallow groundwater flow direction across the site is to the southeast;  Benzene and MTBE exceeded the 2L Standards. However, they did not exceed the GCLs.  Benzene exceeded by a factor of 10 the applicable 2B Standards in MW-12 during the March and June 2022 sampling events; and  Following the August 2021 ORS sock installation in monitoring well MW-12, benzene concentration trends were decreasing until March 2022 when the concentrations indicated slight increases. After the ORS sock replacement in March 2022, there has a been an increase in benzene concentrations. Based on the receptor survey conducted in June 2016, the site is classified as an Intermediate risk. For the site to be applicable for site closure the groundwater concentrations must be below the GCLs and 10 times the 2B Standards. LNAPL must also be absent from the site. ATC will sample MW-11, MW-12, and MW-13 during the next quarterly sampling events that will take place in September and December 2022. ATC will continue to monitor the effectiveness of the ORS sock during the next sampling event. Former ConocoPhillips Terminal No. 33441 (RM #6578) August 1, 2022 ATC Project No. P666578109 Phillips 66 Company TABLES TABLE 1 MONITORING WELL CONSTRUCTION DETAILS FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Depth of Water (feet) Depth of LNAPL (feet) Groundwater Elevation (feet)* MW-1 2/12/1990 2 8.5-23.5 25.0 925.30 12.51 --912.79 MW-2 2/14/1990 2 5-20 20.0 915.16 4.45 910.71 MW-3 2/14/1990 2 5-20 20.0 915.26 9.87 --905.39 MW-4 2/14/1990 2 7.5-22.5 22.5 910.89 MW-5 2/13/1990 2 4.5-19.5 20.0 912.25 6.26 --905.99 MW-6 2/13/1990 2 8.5-23.5 25.0 921.74 14.14 --907.60 MW-7 2/13/1990 2 7-22 25.0 924.77 13.69 --911.08 MW-8 2/12/1990 2 8.5-23.5 25.0 926.09 14.77 --911.32 MW-9 7/31/1990 2 4.7-19.7 20.0 924.93 13.59 --911.34 MW-10 8/2/1990 2 5-20 20.0 923.42 12.66 --910.76 MW-11 8/2/1990 2 4.3-19.3 20.0 922.60 13.44 --909.16 MW-12 8/2/1990 2 4.5-19.5 20.0 923.90 15.38 --908.52 MW-13 8/3/1990 2 4.5-19.5 20.0 925.63 13.34 --912.29 MW-14 Unknown Unknown Unknown Unknown 925.48 MW-15 Unknown Unknown Unknown Unknown 924.63 MW-16 Unknown Unknown Unknown Unknown 919.02 DW-1 Unknown 2 45-50 50.0 925.27 12.85 --912.42 DW-2 Unknown 2 60-70 75.0 925.65 DW-3 Unknown 2 33-38 38.5 919.93 DPE-1 Unknown Unknown Unknown Unknown 923.10 DPE-2 Unknown Unknown Unknown Unknown 921.55 DPE-3 Unknown Unknown Unknown Unknown 921.15 DPE-4 Unknown Unknown Unknown Unknown 920.41 DPE-5 Unknown Unknown Unknown Unknown 920.77 DPE-6 Unknown Unknown Unknown Unknown 921.03 8.46 --912.57 DPE-7 Unknown Unknown Unknown Unknown 920.98 10.49 --910.49 DPE-8 Unknown Unknown Unknown Unknown 920.93 DPE-9 Unknown Unknown Unknown Unknown 920.81 DPE-10 Unknown Unknown Unknown Unknown 920.33 9.37 --910.96 DPE-11 Unknown Unknown Unknown Unknown 920.39 9.71 --910.68 DPE-12 Unknown Unknown Unknown Unknown 921.33 DPE-13 Unknown Unknown Unknown Unknown 920.91 DPE-14 Unknown Unknown Unknown Unknown 919.98 7.69 --912.29 DPE-15 Unknown Unknown Unknown Unknown 920.41 DPE-16 Unknown Unknown Unknown Unknown 923.03 DPE-17 Unknown Unknown Unknown Unknown 922.77 DPE-18 Unknown Unknown Unknown Unknown 923.71 10.52 --913.19 DPE-19 Unknown Unknown Unknown Unknown 924.13 10.71 --913.42 DPE-20 Unknown Unknown Unknown Unknown 924.07 10.52 --913.55 DPE-21 Unknown Unknown Unknown Unknown 922.89 DPE-22 Unknown Unknown Unknown Unknown 921.76 9.24 --912.52 DPE-23 Unknown Unknown Unknown Unknown 921.57 Notes: 1. * = Corrected Groundwater Elevation = (Groundwater Elevation + (Product Thickness *0.8581)) 2. Elevations are referenced to an arbitrary on-site benchmark of 100.00 feet 3. Total well depths measured from top of casing 4. LNAPL = Light Non Aqueous Phase Liquid Well Not Measured Converted to Sparge Well Top of Casing (feet) Date Measured: 6/16/2022 Abandoned Converted to Sparge Well Well Destroyed Well Not Measured Well Not Measured Monitoring Well ID Date Installed Well Casing Diameter (Inches) Screened Interval (feet) Depth of Well (feet) Well Not Measured Converted to Sparge Well Converted to Sparge Well Converted to Sparge Well Converted to Sparge Well Converted to Sparge Well Converted to Sparge Well Converted to Sparge Well Converted to Sparge Well Well Not Measured Well Not Measured Converted to Sparge Well Well Not Measured Page 1 of 1 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 925.30 9.78 0.00 915.52 06/30/09 925.30 9.89 0.00 915.41 08/31/09 925.30 13.46 0.00 911.84 06/30/11 925.30 11.66 0.00 913.64 12/20/11 925.30 10.24 0.00 915.06 03/29/12 925.30 9.76 0.00 915.54 06/28/12 925.30 12.45 0.00 912.85 12/03/12 925.30 13.95 0.00 911.35 06/28/13 925.30 10.52 0.00 914.78 12/30/13 925.30 12.73 0.00 912.57 06/27/14 925.30 12.42 0.00 912.88 12/30/14 925.30 13.34 0.00 911.96 06/12/15 925.30 12.39 0.00 912.91 12/17/15 925.30 9.95 0.00 915.35 03/09/16 925.30 8.49 0.00 916.81 06/21/16 925.30 10.00 0.00 915.30 12/20/16 925.30 14.94 0.00 910.36 06/13/17 925.30 10.45 0.00 914.85 12/05/17 925.30 15.83 0.00 909.47 06/07/18 925.30 10.92 0.00 914.38 09/11/18 925.30 11.15 0.00 914.15 12/18/18 925.30 7.08 0.00 918.22 03/13/19 925.30 6.94 0.00 918.36 06/12/19 925.30 9.21 0.00 916.09 09/11/19 925.30 11.21 0.00 914.09 12/20/19 925.30 8.83 0.00 916.47 03/04/20 925.30 7.49 0.00 917.81 06/03/20 925.30 6.95 0.00 918.35 09/14/20 925.30 11.00 0.00 914.30 12/09/20 925.30 8.39 0.00 916.91 03/30/21 925.30 6.30 0.00 919.00 06/24/21 925.30 11.16 0.00 914.14 09/23/21 925.30 12.00 0.00 913.30 12/14/21 925.30 13.96 0.00 911.34 03/29/22 925.30 9.30 0.00 916.00 06/16/22 925.30 12.51 0.00 912.79 MW-1 Page 1 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 915.16 2.55 0.00 912.61 06/30/09 915.16 3.21 0.00 911.95 08/31/09 915.16 5.93 0.00 909.23 06/30/11 915.16 4.34 0.00 910.82 12/20/11 915.16 2.99 0.00 912.17 03/29/12 915.16 2.22 0.00 912.94 06/28/12 915.16 4.97 0.00 910.19 12/03/12 915.16 5.18 0.00 909.98 06/28/13 915.16 2.15 0.00 913.01 12/30/13 915.16 4.35 0.00 910.81 06/27/14 915.16 4.94 0.00 910.22 12/30/14 915.16 5.08 0.00 910.08 06/12/15 915.16 4.81 0.00 910.35 12/17/15 915.16 2.58 0.00 912.58 06/21/16 915.16 3.47 0.00 911.69 12/20/16 915.16 5.65 0.00 909.51 06/13/17 915.16 3.15 0.00 912.01 12/05/17 915.16 6.41 0.00 908.75 06/07/18 915.16 3.47 0.00 911.69 09/11/18 915.16 3.80 0.00 911.36 12/18/18 915.16 1.06 0.00 914.10 03/13/19 915.16 0.50 0.00 914.66 06/12/19 915.16 2.23 0.00 912.93 09/11/19 915.16 12/20/19 915.16 1.84 0.00 913.32 03/04/20 915.16 0.98 0.00 914.18 06/03/20 915.16 0.97 0.00 914.19 09/14/20 915.16 3.41 0.00 911.75 12/09/20 915.16 1.53 0.00 913.63 03/30/21 915.16 0.00 0.00 915.16 06/24/21 915.16 3.17 0.00 911.99 09/23/21 915.16 3.63 0.00 911.53 12/14/21 915.16 4.98 0.00 910.18 03/29/22 915.16 1.88 0.00 913.28 06/16/22 915.16 4.45 0.00 910.71 Well Not Measured MW-2 Page 2 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 915.26 7.76 0.00 907.50 06/30/09 915.26 8.98 0.00 906.28 08/31/09 915.26 11.92 0.00 903.34 12/20/11 915.26 9.08 0.00 906.18 03/29/12 915.26 7.88 0.00 907.38 06/28/12 915.26 11.30 0.00 903.96 12/03/12 915.26 10.79 0.00 904.47 06/28/13 915.26 7.56 0.00 907.70 12/30/13 915.26 9.75 0.00 905.51 06/27/14 915.26 11.25 0.00 904.01 12/30/14 915.26 11.28 0.00 903.98 06/12/15 915.26 11.18 0.00 904.08 12/17/15 915.26 8.02 0.00 907.24 03/09/16 915.26 6.24 0.00 909.02 06/21/16 915.26 8.99 0.00 906.27 12/20/16 915.26 10.20 0.00 905.06 06/13/17 915.26 8.88 0.00 906.38 12/05/17 915.26 11.42 0.00 903.84 06/07/18 915.26 9.32 0.00 905.94 09/11/18 915.26 10.25 0.00 905.01 12/18/18 915.26 6.50 0.00 908.76 03/13/19 915.26 5.12 0.00 910.14 06/12/19 915.26 7.24 0.00 908.02 09/11/19 915.26 9.61 0.00 905.65 12/20/19 915.26 6.81 0.00 908.45 03/04/20 915.26 5.27 0.00 909.99 06/03/20 915.26 5.64 0.00 909.62 09/14/20 915.26 9.30 0.00 905.96 12/09/20 915.26 6.29 0.00 908.97 03/30/21 915.26 4.24 0.00 911.02 06/24/21 915.26 8.23 0.00 907.03 09/23/21 915.26 9.18 0.00 906.08 12/14/21 915.26 9.14 0.00 906.12 03/29/22 915.26 6.61 0.00 908.65 06/16/22 915.26 9.87 0.00 905.39 MW-4 04/28/09 910.89 Well Destroyed MW-3 Page 3 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 912.25 5.62 0.00 906.63 06/30/09 912.25 5.73 0.00 906.52 08/31/09 912.25 7.25 0.00 905.00 06/30/11 912.25 6.29 0.00 905.96 12/20/11 912.25 5.92 0.00 906.33 03/29/12 912.25 5.73 0.00 906.52 06/28/12 912.25 7.04 0.00 905.21 12/03/12 912.25 7.58 0.00 904.67 06/28/13 912.25 3.38 0.00 908.87 12/30/13 912.25 5.55 0.00 906.70 06/27/14 912.25 7.00 0.00 905.25 12/30/14 912.25 7.29 0.00 904.96 06/12/15 912.25 6.97 0.00 905.28 12/17/15 912.25 4.65 0.00 907.60 03/09/16 912.25 4.77 0.00 907.48 06/21/16 912.25 5.53 0.00 906.72 12/20/16 912.25 7.24 0.00 905.01 06/13/17 912.25 7.58 0.00 904.67 12/05/17 912.25 8.02 0.00 904.23 06/07/18 912.25 5.70 0.00 906.55 09/11/18 912.25 5.96 0.00 906.29 12/18/18 912.25 4.00 0.00 908.25 03/13/19 912.25 4.30 0.00 907.95 06/12/19 912.25 4.61 0.00 907.64 09/11/19 912.25 5.65 0.00 906.60 12/20/19 912.25 4.67 0.00 907.58 03/04/20 912.25 4.51 0.00 907.74 06/03/20 912.25 4.32 0.00 907.93 09/14/20 912.25 5.79 0.00 906.46 12/09/20 912.25 4.43 0.00 907.82 03/30/21 912.25 3.83 0.00 908.42 06/24/21 912.25 5.37 0.00 906.88 09/23/21 912.25 5.18 0.00 907.07 12/14/21 912.25 6.53 0.00 905.72 03/29/22 912.25 5.02 0.00 907.23 06/16/22 912.25 6.26 0.00 905.99 MW-5 Page 4 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 921.74 12.54 0.00 909.20 06/30/09 921.74 12.55 0.00 909.19 08/31/09 921.74 15.31 0.00 906.43 06/30/11 921.74 13.80 0.00 907.94 12/20/11 921.74 13.04 0.00 908.70 03/29/12 921.74 13.09 0.00 908.65 12/03/12 921.74 15.62 0.00 906.12 06/28/13 921.74 12.11 0.00 909.63 12/30/13 921.74 14.28 0.00 907.46 06/27/14 921.74 15.06 0.00 906.68 12/30/14 921.74 15.34 0.00 906.40 06/12/15 921.74 14.91 0.00 906.83 12/17/15 921.74 11.82 0.00 909.92 06/21/16 921.74 12.69 0.00 909.05 12/20/16 921.74 15.54 0.00 906.20 06/13/17 921.74 12.62 0.00 909.12 12/05/17 921.74 16.37 0.00 905.37 06/07/18 921.74 13.16 0.00 908.58 09/11/18 921.74 13.44 0.00 908.30 12/18/18 921.74 10.30 0.00 911.44 03/13/19 921.74 11.12 0.00 910.62 06/12/19 921.74 12.17 0.00 909.57 09/11/19 921.74 13.27 0.00 908.47 12/20/19 921.74 11.50 0.00 910.24 03/04/20 921.74 11.58 0.00 910.16 06/03/20 921.74 11.05 0.00 910.69 09/14/20 921.74 13.37 0.00 908.37 12/09/20 921.74 11.60 0.00 910.14 03/30/21 921.74 10.27 0.00 911.47 06/24/21 921.74 13.29 0.00 908.45 09/23/21 921.74 13.27 0.00 908.47 12/14/21 921.74 14.89 0.00 906.85 03/29/22 921.74 12.33 0.00 909.41 06/16/22 921.74 14.14 0.00 907.60 MW-6 Page 5 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 924.77 11.03 0.00 913.74 06/30/09 924.77 10.76 0.00 914.01 08/31/09 924.77 15.08 0.00 909.69 06/30/11 924.77 12.71 0.00 912.06 12/20/11 924.77 11.44 0.00 913.33 03/29/12 924.77 11.95 0.00 912.82 06/28/12 924.77 14.15 0.00 910.62 12/03/12 924.77 16.13 0.00 908.64 06/28/13 924.77 12.15 0.00 912.62 12/30/13 924.77 14.36 0.00 910.41 06/27/14 924.77 14.10 0.00 910.67 12/30/14 924.77 15.25 0.00 909.52 06/12/15 924.77 13.98 0.00 910.79 12/17/15 924.77 10.47 0.00 914.30 06/21/16 924.77 11.68 0.00 913.09 12/20/16 924.77 16.68 0.00 908.09 06/13/17 924.77 10.78 0.00 913.99 12/05/17 924.77 17.42 0.00 907.35 06/07/18 924.77 11.86 0.00 912.91 09/11/18 924.77 11.83 0.00 912.94 12/18/18 924.77 6.05 0.00 918.72 03/13/19 924.77 8.04 0.00 916.73 06/12/19 924.77 9.52 0.00 915.25 09/11/19 924.77 12.22 0.00 912.55 12/20/19 924.77 9.13 0.00 915.64 03/04/20 924.77 06/03/20 924.77 7.52 0.00 917.25 09/14/20 924.77 12.44 0.00 912.33 12/09/20 924.77 9.63 0.00 915.14 03/30/21 924.77 6.87 0.00 917.90 06/24/21 924.77 12.56 0.00 912.21 09/23/21 924.77 12.81 0.00 911.96 12/14/21 924.77 15.95 0.00 908.82 03/29/22 924.77 11.50 0.00 913.27 06/16/22 924.77 13.69 0.00 911.08 Not Measured MW-7 Page 6 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 926.09 12.20 0.00 913.89 06/30/09 926.09 12.07 0.00 914.02 08/31/09 926.09 16.13 0.00 909.96 06/30/11 926.09 13.62 0.00 912.47 12/20/11 926.09 12.31 0.00 913.78 03/29/12 926.09 12.65 0.00 913.44 06/28/12 926.09 14.79 0.00 911.30 12/03/12 926.09 16.27 0.00 909.82 06/28/13 926.09 13.07 0.00 913.02 12/30/13 926.09 15.29 0.00 910.80 06/27/14 926.09 14.76 0.00 911.33 12/30/14 926.09 15.53 0.00 910.56 06/12/15 926.09 14.46 0.00 911.63 12/17/15 926.09 11.73 0.00 914.36 06/21/16 926.09 12.88 0.00 913.21 12/20/16 926.09 16.81 0.00 909.28 06/13/17 926.09 12.30 0.00 913.79 12/05/17 926.09 17.85 0.00 908.24 06/07/18 926.09 13.00 0.00 913.09 09/11/18 926.09 13.10 0.00 912.99 12/18/18 926.09 8.97 0.00 917.12 03/13/19 926.09 9.68 0.00 916.41 06/12/19 926.09 11.33 0.00 914.76 09/11/19 926.09 13.48 0.00 912.61 12/20/19 926.09 10.69 0.00 915.40 03/04/20 926.09 10.11 0.00 915.98 06/03/20 926.09 9.33 0.00 916.76 09/14/20 926.09 13.31 0.00 912.78 12/09/20 926.09 10.78 0.00 915.31 03/30/21 926.09 8.68 0.00 917.41 06/24/21 926.09 13.62 0.00 912.47 09/23/21 926.09 13.66 0.00 912.43 12/14/21 926.09 16.13 0.00 909.96 03/29/22 926.09 11.67 0.00 914.42 06/16/22 926.09 14.77 0.00 911.32 MW-8 Page 7 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 924.93 11.05 0.00 913.88 06/30/09 924.93 10.81 0.00 914.12 08/31/09 924.93 14.79 0.00 910.14 06/30/11 924.93 12.81 0.00 912.12 12/20/11 924.93 11.47 0.00 913.46 03/29/12 924.93 11.85 0.00 913.08 06/28/12 924.93 13.94 0.00 910.99 12/03/12 924.93 15.95 0.00 908.98 06/28/13 924.93 12.72 0.00 912.21 12/30/13 924.93 14.92 0.00 910.01 06/27/14 924.93 13.91 0.00 911.02 12/30/14 924.93 15.44 0.00 909.49 06/12/15 924.93 13.87 0.00 911.06 12/17/15 924.93 10.46 0.00 914.47 03/09/16 924.93 10.07 0.00 914.86 06/21/16 924.93 11.80 0.00 913.13 12/20/16 924.93 15.02 0.00 909.91 03/21/17 924.93 14.50 0.00 910.43 06/13/17 924.93 10.85 0.00 914.08 12/05/17 924.93 17.02 0.00 907.91 06/07/18 924.93 11.70 0.00 913.23 09/11/18 924.93 11.50 0.00 913.43 12/18/18 924.93 6.84 0.00 918.09 03/13/19 924.93 8.68 0.00 916.25 06/12/19 924.93 9.66 0.00 915.27 09/11/19 924.93 12.34 0.00 912.59 12/20/19 924.93 9.40 0.00 915.53 03/04/20 924.93 9.21 0.00 915.72 06/03/20 924.93 8.17 0.00 916.76 09/14/20 924.93 12.33 0.00 912.60 12/09/20 924.93 9.93 0.00 915.00 03/30/21 924.93 7.52 0.00 917.41 06/24/21 924.93 09/23/21 924.93 12/14/21 924.93 03/29/22 924.93 10.58 0.00 914.35 06/16/22 924.93 13.59 0.00 911.34 Not Measured Not Measured Not Measured MW-9 Page 8 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 923.42 11.48 0.00 911.94 06/30/09 923.42 11.41 0.00 912.01 08/31/09 923.42 12.78 0.00 910.64 12/20/11 923.42 11.71 0.00 911.71 03/29/12 923.42 11.62 0.00 911.80 06/28/12 923.42 13.06 0.00 910.36 12/03/12 923.42 14.75 0.00 908.67 06/28/13 923.42 10.96 0.00 912.46 12/30/13 923.42 13.50 0.00 909.92 06/27/14 923.42 13.01 0.00 910.41 12/30/14 923.42 14.13 0.00 909.29 06/12/15 923.42 12.81 0.00 910.61 12/17/15 923.42 11.07 0.00 912.35 06/21/16 923.42 11.32 0.00 912.10 12/20/16 923.42 NM NM NM 06/13/17 923.42 11.20 0.00 912.22 12/05/17 923.42 NM NM NM 06/07/18 923.42 11.63 NM 911.79 09/11/18 923.42 11.50 NM 911.92 12/18/18 923.42 9.14 NM 914.28 03/13/19 923.42 8.68 0.00 914.74 06/12/19 923.42 10.00 0.00 913.42 09/11/19 923.42 11.89 0.00 911.53 12/20/19 923.42 10.52 0.00 912.90 03/04/20 923.42 9.90 0.00 913.52 06/03/20 923.42 9.18 0.00 914.24 09/14/20 923.42 11.79 0.00 911.63 12/09/20 923.42 10.10 0.00 913.32 03/30/21 923.42 9.14 0.00 914.28 06/24/21 923.42 11.44 0.00 911.98 09/23/21 923.42 11.27 0.00 912.15 12/14/21 923.42 14.60 0.00 908.82 03/29/22 923.42 10.90 0.00 912.52 06/16/22 923.42 12.66 0.00 910.76 MW-10 Page 9 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 922.60 11.83 0.00 910.77 06/30/09 922.60 12.00 0.00 910.60 08/31/09 922.60 13.27 0.00 909.33 03/25/10 922.60 10.14 0.00 912.46 06/23/10 922.60 10.51 0.00 912.09 09/29/10 922.60 12.63 0.00 909.97 12/28/10 922.60 12.97 0.00 909.63 06/30/11 922.60 12.79 0.00 909.81 09/29/11 922.60 14.44 0.00 908.16 12/20/11 922.60 12.99 0.00 909.61 03/29/12 922.60 12.82 0.00 909.78 06/28/12 922.60 13.95 0.00 908.65 09/26/12 922.60 13.74 0.00 908.86 12/03/12 922.60 15.39 0.00 907.21 03/28/13 922.60 12.62 0.00 909.98 06/28/13 922.60 11.23 0.00 911.37 09/04/13 922.60 11.81 0.00 910.79 12/30/13 922.60 13.71 0.00 908.89 03/31/14 922.60 12.68 0.00 909.92 06/27/14 922.60 13.90 0.00 908.70 09/16/14 922.60 13.84 0.00 908.76 12/30/14 922.60 14.92 0.00 907.68 03/31/15 922.60 12.00 0.00 910.60 06/12/15 922.60 13.01 0.00 909.59 09/17/15 922.60 15.75 0.00 906.85 12/17/15 922.60 12.12 0.00 910.48 03/09/16 922.60 11.93 0.00 910.67 06/21/16 922.60 12.15 0.00 910.45 09/29/16 922.60 13.71 0.00 908.89 12/20/16 922.60 15.34 0.00 907.26 03/21/17 922.60 14.05 0.00 908.55 06/13/17 922.60 12.25 0.00 910.35 09/20/17 922.60 14.54 0.00 908.06 12/05/17 922.60 15.99 0.00 906.61 03/27/18 922.60 11.84 0.00 910.76 06/07/18 922.60 12.74 0.00 909.86 09/11/18 922.60 12.78 0.00 909.82 12/18/18 922.60 10.78 0.00 911.82 03/13/19 922.60 11.47 0.00 911.13 06/12/19 922.60 11.83 0.00 910.77 09/11/19 922.60 12.59 0.00 910.01 12/20/19 922.60 12.04 0.00 910.56 03/04/20 922.60 11.65 0.00 910.95 06/03/20 922.60 11.21 0.00 911.39 09/14/20 922.60 12.81 0.00 909.79 12/09/20 922.60 11.65 0.00 910.95 03/30/21 922.60 11.17 0.00 911.43 06/24/21 922.60 12.56 0.00 910.04 09/23/21 922.60 12.38 0.00 910.22 12/14/21 922.60 14.50 0.00 908.10 03/29/22 922.60 12.18 0.00 910.42 06/16/22 922.60 13.44 0.00 909.16 MW-11 Page 10 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 923.90 10.40 0.00 913.50 06/30/09 923.90 10.71 0.00 913.19 08/31/09 923.90 14.10 0.00 909.80 11/30/09 923.90 10.45 0.00 913.45 03/25/10 923.90 9.77 0.00 914.13 06/23/10 923.90 11.43 0.00 912.47 09/29/10 923.90 13.81 0.00 910.09 12/28/10 923.90 13.16 0.00 910.74 06/30/11 923.90 12.21 0.00 911.69 09/29/11 923.90 13.26 0.00 910.64 12/20/11 923.90 11.20 0.00 912.70 03/29/12 923.90 8.87 0.00 915.03 06/28/12 923.90 13.06 0.00 910.84 09/26/12 923.90 11.65 0.00 912.25 12/03/12 923.90 13.68 0.00 910.22 03/28/13 923.90 10.81 0.00 913.09 06/28/13 923.90 9.70 0.00 914.20 09/04/13 923.90 9.53 0.00 914.37 12/30/13 923.90 11.81 0.00 912.09 03/31/14 923.90 10.73 0.00 913.17 06/27/14 923.90 13.00 0.00 910.90 09/16/14 923.90 11.76 0.00 912.14 12/30/14 923.90 13.44 0.00 910.46 03/31/15 923.90 10.50 0.00 913.40 06/12/15 923.90 12.82 0.00 911.08 09/17/15 923.90 15.37 0.00 908.53 12/17/15 923.90 12.09 0.00 911.81 03/09/16 923.90 9.77 0.00 914.13 06/21/16 923.90 11.85 0.00 912.05 09/29/16 923.90 14.36 0.00 909.54 12/20/16 923.90 15.15 0.00 908.75 03/21/17 923.90 14.00 0.00 909.90 06/13/17 923.90 11.39 0.00 912.51 09/20/17 923.90 14.71 0.00 909.19 12/05/17 923.90 15.58 0.00 908.32 03/27/18 923.90 14.61 0.00 909.29 06/07/18 923.90 12.70 0.00 911.20 09/11/18 923.90 11.81 0.00 912.09 12/18/18 923.90 8.89 0.00 915.01 03/13/19 923.90 9.06 0.00 914.84 06/12/19 923.90 10.14 0.00 913.76 09/11/19 923.90 11.61 0.00 912.29 12/20/19 923.90 10.48 0.00 913.42 03/04/20 923.90 9.16 0.00 914.74 06/03/20 923.90 8.91 0.00 914.99 09/14/20 923.90 12.00 0.00 911.90 12/09/20 923.90 9.72 0.00 914.18 03/30/21 923.90 8.88 0.00 915.02 06/24/21 923.90 11.48 0.00 912.42 09/23/21 923.90 13.91 0.00 909.99 12/14/21 923.90 14.94 0.00 908.96 03/29/22 923.90 10.18 0.00 913.72 06/16/22 923.90 15.38 0.00 908.52 MW-12 Page 11 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 925.63 10.91 0.00 914.72 06/30/09 925.63 10.99 0.00 914.64 08/31/09 925.63 14.83 0.00 910.80 03/25/10 925.63 10.08 0.00 915.55 06/24/10 925.63 11.61 0.00 914.02 09/29/10 925.63 14.02 0.00 911.61 12/28/10 925.63 13.89 0.00 911.74 06/30/11 925.63 12.53 0.00 913.10 09/29/11 925.63 13.96 0.00 911.67 12/20/11 925.63 11.33 0.00 914.30 03/29/12 925.63 11.20 0.00 914.43 06/28/12 925.63 13.55 0.00 912.08 09/26/12 925.63 12.94 0.00 912.69 12/03/12 925.63 15.12 0.00 910.51 03/28/13 925.63 10.96 0.00 914.67 06/28/13 925.63 11.27 0.00 914.36 09/04/13 925.63 11.53 0.00 914.10 12/30/13 925.63 13.59 0.00 912.04 03/31/14 925.63 10.52 0.00 915.11 06/27/14 925.63 13.50 0.00 912.13 09/16/14 925.63 13.05 0.00 912.58 12/30/14 925.63 14.36 0.00 911.27 03/31/15 925.63 10.75 0.00 914.88 06/12/15 925.63 12.97 0.00 912.66 09/17/15 925.63 16.28 0.00 909.35 12/17/15 925.63 10.90 0.00 914.73 03/09/16 925.63 9.71 0.00 915.92 06/21/16 925.63 11.67 0.00 913.96 09/29/16 925.63 14.20 0.00 911.43 12/20/16 925.63 15.49 0.00 910.14 03/21/17 925.63 13.83 0.00 911.80 06/13/17 925.63 11.04 0.00 914.59 09/20/17 925.63 14.62 0.00 911.01 12/05/17 925.63 16.45 0.00 909.18 03/27/18 925.63 10.70 0.00 914.93 06/07/18 925.63 11.73 0.00 913.90 09/11/18 925.63 11.76 0.00 913.87 12/18/18 925.63 8.66 0.00 916.97 03/13/19 925.63 8.34 0.00 917.29 06/12/19 925.63 9.42 0.00 916.21 09/11/19 925.63 12.21 0.00 913.42 12/20/19 925.63 9.71 0.00 915.92 03/04/20 925.63 9.09 0.00 916.54 06/03/20 925.63 7.88 0.00 917.75 09/14/20 925.63 12.22 0.00 913.41 12/09/20 925.63 9.72 0.00 915.91 03/30/21 925.63 7.52 0.00 918.11 06/24/21 925.63 12.23 0.00 913.40 09/23/21 925.63 12.63 0.00 913.00 12/14/21 925.63 14.94 0.00 910.69 03/29/22 925.63 10.45 0.00 915.18 06/16/22 925.63 13.34 0.00 912.29 MW-13 Page 12 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 925.48 11.36 0.00 914.12 06/30/09 925.48 11.10 0.00 914.38 08/31/09 925.48 17.28 0.00 908.20 04/28/09 924.63 12.71 0.00 911.92 06/30/09 924.63 12.65 0.00 911.98 08/31/09 924.63 16.29 0.00 908.34 MW-16 06/28/04 919.02 04/28/09 925.27 10.38 0.00 914.89 06/30/09 925.27 10.39 0.00 914.88 08/31/09 925.27 14.25 0.00 911.02 12/20/11 925.27 10.72 0.00 914.55 03/29/12 925.27 10.66 0.00 914.61 06/28/12 925.27 12.97 0.00 912.30 12/03/12 925.27 14.42 0.00 910.85 06/28/13 925.27 10.62 0.00 914.65 12/30/13 925.27 12.81 0.00 912.46 06/27/14 925.27 12.95 0.00 912.32 12/30/14 925.27 13.70 0.00 911.57 06/12/15 925.27 12.91 0.00 912.36 12/17/15 925.27 10.18 0.00 915.09 06/21/16 925.27 11.00 0.00 914.27 12/20/16 925.27 15.04 0.00 910.23 06/13/17 925.27 10.53 0.00 914.74 12/05/17 925.27 15.95 0.00 909.32 09/11/18 925.27 11.34 0.00 913.93 12/18/18 925.27 7.37 0.00 917.90 03/13/19 925.27 7.69 0.00 917.58 06/12/19 925.27 9.50 0.00 915.77 09/11/19 925.27 11.55 0.00 913.72 12/20/19 925.27 9.04 0.00 916.23 03/04/20 925.27 10.18 0.00 915.09 06/03/20 925.27 8.24 0.00 917.03 09/14/20 925.27 11.34 0.00 913.93 12/09/20 925.27 8.88 0.00 916.39 03/30/21 925.27 6.85 0.00 918.42 06/24/21 925.27 11.60 0.00 913.67 09/23/21 925.27 12.24 0.00 913.03 12/14/21 925.27 14.26 0.00 911.01 03/29/22 925.27 9.79 0.00 915.48 06/16/22 925.27 12.85 0.00 912.42 04/28/09 925.65 12.23 0.00 913.42 11/30/09 925.65 04/28/09 919.93 12.30 0.00 907.63 11/30/09 919.93 DW-2 DW-3 Abandoned Sparge Well - No Longer Measured Sparge Well - No Longer Measured DW-1 MW-14 MW-15 Page 13 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 923.10 2.04 0.00 921.06 06/30/09 923.10 6.83 0.00 916.27 08/31/09 923.10 9.86 0.00 913.24 DPE-2 06/28/04 921.55 DPE-3 06/28/04 921.15 DPE-4 06/28/04 920.41 DPE-5 06/28/04 920.77 04/28/09 921.03 7.88 0.00 913.15 06/30/09 921.03 7.65 0.00 913.38 08/31/09 921.03 11.59 0.00 909.44 12/20/11 921.03 8.22 0.00 912.81 03/29/12 921.03 8.58 0.00 912.45 06/28/12 921.03 10.70 0.00 910.33 12/03/12 921.03 12.69 0.00 908.34 06/28/13 921.03 8.94 0.00 912.09 12/30/13 921.03 11.08 0.00 909.95 06/27/14 921.03 10.66 0.00 910.37 12/30/14 921.03 11.89 0.00 909.14 06/12/15 921.03 10.57 0.00 910.46 12/17/15 921.03 06/21/16 921.03 6.60 0.00 914.43 12/20/16 921.03 06/13/17 921.03 12/05/17 921.03 09/11/18 921.03 12/18/18 921.03 03/13/19 921.03 06/12/19 921.03 03/04/20 921.03 06/03/20 921.03 03/30/21 921.03 06/24/21 921.03 7.40 0.00 913.63 09/23/21 921.03 7.46 0.00 913.57 12/14/21 921.03 10.60 0.00 910.43 03/29/22 921.03 5.49 0.00 915.54 06/16/22 921.03 8.46 0.00 912.57 DPE-1 Unable to Locate Unable to Locate Well under water Unable to Locate Sparge well - no longer measured Sparge well - no longer measured Sparge well - no longer measured Sparge well - no longer measured DPE-6 Unable to Locate Unable to Locate Unable to Locate Unable to Locate Unable to Locate Unable to Locate Unable to Locate Page 14 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 920.98 8.17 0.00 912.81 06/30/09 920.98 7.90 0.00 913.08 08/31/09 920.98 11.62 0.00 909.36 12/20/11 920.98 8.52 0.00 912.46 03/29/12 920.98 8.90 0.00 912.08 06/28/12 920.98 11.02 0.00 909.96 12/03/12 920.98 13.08 0.00 907.90 06/28/13 920.98 8.95 0.00 912.03 12/30/13 920.98 11.11 0.00 909.87 06/27/14 920.98 10.97 0.00 910.01 12/30/14 920.98 12.10 0.00 908.88 06/12/15 920.98 10.84 0.00 910.14 12/17/15 920.98 7.43 0.00 913.55 06/21/16 920.98 8.60 0.00 912.38 12/20/16 920.98 13.53 0.00 907.45 06/13/17 920.98 7.80 0.00 913.18 12/05/17 920.98 14.29 0.00 906.69 12/18/18 920.98 3.31 0.00 917.67 03/13/19 920.98 5.03 0.00 915.95 06/12/19 920.98 6.30 0.00 914.68 09/11/19 920.98 9.07 0.00 911.91 12/20/19 920.98 03/04/20 920.98 5.98 0.00 915.00 06/03/20 920.98 4.53 0.00 916.45 09/14/20 920.98 9.35 0.00 911.63 12/09/20 920.98 6.67 0.00 914.31 03/30/21 920.98 4.02 0.00 916.96 06/24/21 920.98 9.32 0.00 911.66 09/23/21 920.98 9.22 0.00 911.76 12/14/21 920.98 12.82 0.00 908.16 03/29/22 920.98 7.53 0.00 913.45 06/16/22 920.98 10.49 0.00 910.49 04/28/09 920.93 7.50 0.00 913.43 06/30/09 920.93 7.32 0.00 913.61 12/20/11 920.93 7.75 0.00 913.18 03/29/12 920.93 7.97 0.00 912.96 06/28/12 920.93 10.02 0.00 910.91 12/03/12 920.93 11.92 0.00 909.01 06/28/13 920.93 7.98 0.00 912.95 12/30/13 920.93 10.15 0.00 910.78 06/27/14 920.93 9.97 0.00 910.96 12/30/14 920.93 11.04 0.00 909.89 06/12/15 920.93 9.96 0.00 910.97 12/17/15 920.93 DPE-8 Well under water DPE-7 Unable to Locate Page 15 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 920.81 7.43 0.00 913.38 06/30/09 920.81 7.13 0.00 913.68 08/31/09 920.81 10.10 0.00 910.71 12/20/11 920.81 7.47 0.00 913.34 03/29/12 920.81 7.69 0.00 913.12 06/28/12 920.81 9.67 0.00 911.14 12/03/12 920.81 11.55 0.00 909.26 06/28/13 920.81 7.62 0.00 913.19 12/30/13 920.81 9.81 0.00 911.00 06/27/14 920.81 9.61 0.00 911.20 12/30/14 920.81 10.68 0.00 910.13 06/12/15 920.81 9.54 0.00 911.27 12/17/15 920.81 4.58 0.00 916.23 06/21/16 920.81 7.70 0.00 913.11 12/20/16 06/13/17 920.81 8.08 0.00 912.73 05/25/06 920.33 10.25 0.00 910.08 11/28/06 920.33 6.03 0.00 914.30 10/16/07 920.33 13.86 0.00 906.47 12/05/17 12/18/18 03/13/19 06/12/19 03/04/20 06/03/20 03/30/21 06/24/21 09/23/21 12/14/21 03/29/22 920.33 6.89 0.00 913.44 06/16/22 Well Not Located Well Not Located Well Not Located Well Not Located Well Not Located Well Not Located Well Not Located Well Not Located Well Not Located Well Not Located Well Not Located DPE-9 Well Not Located Page 16 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 920.33 7.48 0.00 912.85 06/30/09 920.33 7.24 0.00 913.09 08/31/09 920.33 9.89 0.00 910.44 12/20/11 920.33 7.65 0.00 912.68 03/29/12 920.33 7.80 0.00 912.53 06/28/12 920.33 9.81 0.00 910.52 12/03/12 920.33 11.78 0.00 908.55 06/28/13 920.33 8.19 0.00 912.14 12/30/13 920.33 10.36 0.00 909.97 06/27/14 920.33 9.75 0.00 910.58 12/30/14 920.33 11.07 0.00 909.26 06/12/15 920.33 9.68 0.00 910.65 12/17/15 920.33 6.85 0.00 913.48 06/21/16 920.33 7.72 0.00 912.61 12/20/16 920.33 12.26 0.00 908.07 06/13/17 920.33 7.08 0.00 913.25 12/05/17 920.33 13.01 0.00 907.32 03/13/19 920.33 4.50 0.00 915.83 06/12/19 920.33 5.32 0.00 915.01 09/11/19 920.33 8.18 0.00 912.15 12/20/19 920.33 5.80 0.00 914.53 03/04/20 920.33 5.23 0.00 915.10 06/03/20 920.33 3.98 0.00 916.35 09/14/20 920.33 8.48 0.00 911.85 12/09/20 920.33 5.92 0.00 914.41 03/30/21 920.33 3.82 0.00 916.51 06/24/21 920.33 8.16 0.00 912.17 09/23/21 920.33 7.02 0.00 913.31 12/14/21 920.33 11.58 0.00 908.75 03/29/22 920.33 6.70 0.00 913.63 06/16/22 920.33 9.37 0.00 910.96 DPE-10 Page 17 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 920.39 8.65 0.00 911.74 06/30/09 920.39 8.53 0.00 911.86 11/30/09 920.39 8.27 0.00 912.12 03/25/10 920.39 7.26 0.00 913.13 06/23/10 920.39 9.76 0.00 910.63 09/29/10 920.39 12.05 0.00 908.34 12/28/10 920.39 12.70 0.00 907.69 06/30/11 920.39 9.55 0.00 910.84 09/29/11 920.39 9.22 0.00 911.17 12/20/11 920.39 9.00 0.00 911.39 03/29/12 920.39 8.32 0.00 912.07 06/28/12 920.39 11.18 0.00 909.21 09/26/12 920.39 10.17 0.00 910.22 12/03/12 920.39 12.55 0.00 907.84 06/28/13 920.39 8.32 0.00 912.07 12/30/13 920.39 10.57 0.00 909.82 06/27/14 920.39 11.17 0.00 909.22 12/30/14 920.39 11.87 0.00 908.52 06/12/15 920.39 11.14 0.00 909.25 12/17/15 920.39 7.75 0.00 912.64 03/09/16 920.39 6.40 0.00 913.99 06/21/16 920.39 7.89 0.00 912.50 12/20/16 920.39 12.44 0.00 907.95 03/21/17 920.39 10.65 0.00 909.74 06/13/17 920.39 6.99 0.00 913.40 12/05/17 920.39 13.22 0.00 907.17 12/18/18 920.39 4.02 0.00 916.37 03/13/19 920.39 5.12 0.00 915.27 06/12/19 920.39 5.79 0.00 914.60 09/11/19 920.39 8.60 0.00 911.79 12/20/19 920.39 6.55 0.00 913.84 03/04/20 920.39 5.68 0.00 914.71 06/03/20 920.39 4.48 0.00 915.91 09/14/20 920.39 8.76 0.00 911.63 12/09/20 920.39 6.42 0.00 913.97 03/30/21 920.39 4.32 0.00 916.07 06/24/21 920.39 8.43 0.00 911.96 09/23/21 920.39 7.89 0.00 912.50 12/14/21 920.39 11.76 0.00 908.63 03/29/22 920.39 7.04 0.00 913.35 06/16/22 920.39 9.71 0.00 910.68 DPE-12 06/28/04 921.33 DPE-13 06/28/04 920.91 Sparge well - no longer measured Sparge well - no longer measured DPE-11 Page 18 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 919.98 6.27 0.00 913.71 06/30/09 919.98 5.97 0.00 914.01 08/31/09 919.98 9.40 0.00 910.58 11/30/09 919.98 6.58 0.00 913.40 03/25/10 919.98 6.38 0.00 913.60 06/23/10 919.98 6.30 0.00 913.68 09/29/10 919.98 10.40 0.00 909.58 12/28/10 919.98 8.75 0.00 911.23 06/30/11 919.98 8.22 0.00 911.76 09/29/11 919.98 7.84 0.00 912.14 12/20/11 919.98 6.58 0.00 913.40 03/29/12 919.98 4.57 0.00 915.41 06/28/12 919.98 6.70 0.00 913.28 09/26/12 919.98 6.30 0.00 913.68 12/03/12 919.98 8.25 0.00 911.73 06/28/13 919.98 5.01 0.00 914.97 12/30/13 919.98 7.20 0.00 912.78 06/27/14 919.98 6.67 0.00 913.31 12/30/14 919.98 7.73 0.00 912.25 06/12/15 919.98 6.60 0.00 913.38 12/17/15 919.98 6.28 0.00 913.70 03/09/16 919.98 6.22 0.00 913.76 06/21/16 919.98 7.55 0.00 912.43 12/20/16 919.98 9.89 0.00 910.09 03/21/17 919.98 6.98 0.00 913.00 06/13/17 919.98 6.18 0.00 913.80 12/05/17 919.98 6.02 0.00 913.96 09/11/18 919.98 6.38 0.00 913.60 12/18/18 919.98 5.63 0.00 914.35 03/13/19 919.98 6.03 0.00 913.95 06/12/19 919.98 6.15 0.00 913.83 09/11/19 919.98 6.65 0.00 913.33 12/20/19 919.98 6.75 0.00 913.23 03/04/20 919.98 6.38 0.00 913.60 06/03/20 919.98 5.88 0.00 914.10 09/14/20 919.98 7.05 0.00 912.93 12/09/20 919.98 6.39 0.00 913.59 03/30/21 919.98 5.88 0.00 914.10 06/24/21 919.98 6.62 0.00 913.36 09/23/21 919.98 6.21 0.00 913.77 12/14/21 919.98 7.79 0.00 912.19 03/29/22 919.98 6.68 0.00 913.30 06/16/22 919.98 7.69 0.00 912.29 DPE-15 06/28/04 920.41 DPE-17 04/28/09 922.77 8.00 0.00 914.77 Sparge well - no longer measured DPE-14 Page 19 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 923.71 9.70 0.00 914.01 06/30/09 923.71 9.59 0.00 914.12 08/31/09 923.71 12.91 0.00 910.80 12/20/11 923.71 10.10 0.00 913.61 03/29/12 923.71 10.25 0.00 913.46 06/28/12 923.71 12.32 0.00 911.39 12/03/12 923.71 13.15 0.00 910.56 06/28/13 923.71 9.06 0.00 914.65 12/30/13 923.71 11.22 0.00 912.49 06/27/14 923.71 12.29 0.00 911.42 12/30/14 923.71 12.74 0.00 910.97 06/12/15 923.71 12.17 0.00 911.54 12/17/15 923.71 06/21/16 923.71 8.80 0.00 914.91 12/20/16 923.71 12.83 0.00 910.88 06/13/17 923.71 8.57 0.00 915.14 12/05/17 923.71 13.75 0.00 909.96 11/28/06 924.13 8.66 0.00 915.47 05/18/07 924.13 11.19 0.00 912.94 10/16/07 924.13 16.33 0.00 907.80 12/20/16 923.71 12.83 0.00 910.88 09/11/18 923.71 8.70 0.00 915.01 12/18/18 923.71 4.63 0.00 919.08 03/13/19 923.71 5.52 0.00 918.19 06/12/19 923.71 6.60 0.00 917.11 09/11/19 923.71 9.43 0.00 914.28 12/20/19 923.71 6.60 0.00 917.11 03/04/20 923.71 6.23 0.00 917.48 06/03/20 923.71 5.00 0.00 918.71 09/14/20 923.71 9.46 0.00 914.25 12/09/20 923.71 6.91 0.00 916.80 03/30/21 923.71 4.54 0.00 919.17 06/24/21 923.71 9.53 0.00 914.18 09/23/21 923.71 9.38 0.00 914.33 12/14/21 923.71 12.19 0.00 911.52 03/29/22 923.71 7.67 0.00 916.04 06/16/22 923.71 10.52 0.00 913.19 Well under water DPE-18 Page 20 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 924.13 7.25 0.00 916.88 06/30/09 924.13 9.53 0.00 914.60 08/31/09 924.13 13.27 0.00 910.86 12/20/11 924.13 9.92 0.00 914.21 03/29/12 924.13 9.95 0.00 914.18 06/28/12 924.13 12.11 0.00 912.02 12/03/12 924.13 13.84 0.00 910.29 06/28/13 924.13 10.06 0.00 914.07 12/30/13 924.13 12.27 0.00 911.86 06/27/14 924.13 12.10 0.00 912.03 12/30/14 924.13 13.06 0.00 911.07 06/12/15 924.13 11.99 0.00 912.14 12/17/15 924.13 06/21/16 924.13 9.59 0.00 914.54 12/20/16 924.13 13.50 0.00 910.63 06/13/17 924.13 12/05/17 924.13 09/11/18 924.13 9.07 0.00 915.06 12/18/18 924.13 4.80 0.00 919.33 03/13/19 924.13 5.74 0.00 918.39 06/12/19 924.13 6.95 0.00 917.18 09/11/19 924.13 9.00 0.00 915.13 12/20/19 924.13 6.92 0.00 917.21 03/04/20 924.13 6.44 0.00 917.69 06/03/20 924.13 5.23 0.00 918.90 09/14/20 924.13 9.65 0.00 914.48 12/09/20 924.13 7.15 0.00 916.98 03/30/21 924.13 4.82 0.00 919.31 06/24/21 924.13 9.68 0.00 914.45 09/23/21 924.13 9.99 0.00 914.14 12/14/21 924.13 12.37 0.00 911.76 03/29/22 924.13 7.86 0.00 916.27 06/16/22 924.13 10.71 0.00 913.42 Equipment obstruction of well Unable to Locate Unable to Locate DPE-19 Page 21 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 924.07 9.35 0.00 914.72 06/30/09 924.07 9.49 0.00 914.58 08/31/09 924.07 13.16 0.00 910.91 11/30/09 924.07 9.20 0.00 914.87 03/25/10 924.07 8.57 0.00 915.50 06/23/10 924.07 10.80 0.00 913.27 09/29/10 924.07 12.70 0.00 911.37 12/28/10 924.07 13.25 0.00 910.82 06/30/11 924.07 10.97 0.00 913.10 09/29/11 924.07 10.34 0.00 913.73 12/20/11 924.07 9.75 0.00 914.32 03/29/12 924.07 9.61 0.00 914.46 06/28/12 924.07 12.07 0.00 912.00 09/26/12 924.07 11.52 0.00 912.55 12/03/12 924.07 13.56 0.00 910.51 06/28/13 924.07 9.97 0.00 914.10 12/30/13 924.07 12.11 0.00 911.96 06/27/14 924.07 12.07 0.00 912.00 12/30/14 924.07 12.84 0.00 911.23 06/12/15 924.07 11.74 0.00 912.33 12/17/15 924.07 8.17 0.00 915.90 03/09/16 924.07 6.90 0.00 917.17 06/21/16 924.07 8.11 0.00 915.96 12/20/16 924.07 12.62 0.00 911.45 03/21/17 924.07 10.91 0.00 913.16 06/13/17 924.07 8.30 0.00 915.77 12/05/17 924.07 13.48 0.00 910.59 09/11/18 924.07 9.00 0.00 915.07 12/18/18 924.07 5.00 0.00 919.07 03/13/19 924.07 5.60 0.00 918.47 06/12/19 924.07 6.92 0.00 917.15 09/11/19 924.07 9.39 0.00 914.68 12/20/19 924.07 6.78 0.00 917.29 03/04/20 924.07 6.19 0.00 917.88 06/03/20 924.07 5.12 0.00 918.95 09/14/20 924.07 9.44 0.00 914.63 12/09/20 924.07 6.88 0.00 917.19 03/30/21 924.07 4.82 0.00 919.25 06/24/21 924.07 9.36 0.00 914.71 09/23/21 924.07 9.71 0.00 914.36 12/14/21 924.07 12.07 0.00 912.00 03/29/22 924.07 7.64 0.00 916.43 06/16/22 924.07 10.52 0.00 913.55 DPE-20 Page 22 of 23 TABLE 2 HISTORICAL GROUNDWATER ELEVATION DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well ID Date Measured Top of Casing Elevation (ft) Depth to Groundwater (ft) LNAPL Thickness (ft) Groundwater Elevation (ft) 04/28/09 922.89 2.28 0.00 920.61 06/30/09 922.89 7.57 0.00 915.32 04/28/09 921.76 6.61 0.00 915.15 06/30/09 921.76 7.21 0.00 914.55 08/31/09 921.76 10.84 0.00 910.92 11/30/09 921.76 6.96 0.00 914.80 03/25/10 921.76 5.94 0.00 915.82 06/23/10 921.76 7.68 0.00 914.08 09/29/10 921.76 10.28 0.00 911.48 12/28/10 921.76 9.26 0.00 912.50 06/30/11 921.76 8.81 0.00 912.95 09/29/11 921.76 8.21 0.00 913.55 12/20/11 921.76 7.57 0.00 914.19 03/29/12 921.76 6.56 0.00 915.20 06/28/12 921.76 9.60 0.00 912.16 09/26/12 921.76 9.00 0.00 912.76 12/03/12 921.76 10.45 0.00 911.31 06/28/13 921.76 7.09 0.00 914.67 12/30/13 921.76 9.28 0.00 912.48 06/27/14 921.76 9.60 0.00 912.16 12/30/14 921.76 10.03 0.00 911.73 06/12/15 921.76 9.43 0.00 912.33 12/17/15 921.76 6.91 0.00 914.85 03/09/16 921.76 5.55 0.00 916.21 06/21/16 921.76 7.80 0.00 913.96 12/20/16 921.76 10.33 0.00 911.43 03/21/17 921.76 9.24 0.00 912.52 06/13/17 921.76 7.36 0.00 914.40 12/05/17 921.76 11.76 0.00 910.00 09/11/18 921.76 8.24 0.00 913.52 12/18/18 921.76 4.50 0.00 917.26 03/13/19 921.76 4.81 0.00 916.95 06/12/19 921.76 6.64 0.00 915.12 09/11/19 921.76 8.30 0.00 913.46 12/20/19 921.76 5.82 0.00 915.94 03/04/20 921.76 5.00 0.00 916.76 06/03/20 921.76 4.68 0.00 917.08 09/14/20 921.76 8.24 0.00 913.52 12/09/20 921.76 5.44 0.00 916.32 03/30/21 921.76 4.07 0.00 917.69 06/24/21 921.76 7.81 0.00 913.95 09/23/21 921.76 8.62 0.00 913.14 12/14/21 921.76 10.51 0.00 911.25 03/29/22 921.76 6.23 0.00 915.53 06/16/22 921.76 9.24 0.00 912.52 DPE-23 06/28/04 921.57 PZ-1 12/02/97 924.25 13.93 0.00 910.32 PZ-2 12/02/97 924.22 13.78 0.00 910.44 PZ-3 12/02/97 923.73 13.47 0.00 910.26 PZ-4 12/02/97 923.84 14.10 0.00 909.74 Notes: This table either only shows data dating back to 2009 or shows the last gauging event on the well if it was before 2009 LNAPL - Light Non-Aqueous Phase Liquid Depth to groundwater measured from top of casing Sparge well - no longer measured DPE-21 DPE-22 Page 23 of 23 TABLE 3 GROUNDWATER ANALYTICAL DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 1 600 600 500 20 1.19 11 68 670 19 5,000 260,000 80,000 50,000 20,000 3/27/2018 <1.0 <1.0 <1.0 <2.0 14.1 6/7/2018 <1.0 <1.0 <1.0 <2.0 16.9 9/11/2018 <1.0 <1.0 <1.0 <2.0 45.0 12/18/2018 <1.0 <1.0 <1.0 <2.0 20.6 3/13/2019 <1.0 <1.0 <1.0 <2.0 12.4 6/12/2019 <1.0 <1.0 <1.0 <2.0 31.5 9/11/2019 <1.0 <1.0 <1.0 <2.0 28.8 12/20/2019 <1.0 <1.0 <1.0 <2.0 21.2 3/4/2020 <1.0 <1.0 <1.0 <2.0 42.6 6/3/2020 <1.0 <1.0 <1.0 <2.0 44.8 9/14/2020 <1.0 <1.0 <1.0 <2.0 34.8 12/9/2020 <1.0 <1.0 <1.0 <2.0 21.7 3/30/2021 <1.0 <1.0 <1.0 <2.0 12.7 6/24/2021 <1.0 <1.0 <1.0 <2.0 38.7 9/23/2021 <1.0 <1.0 <1.0 <2.0 35.1 12/14/2021 <1.0 0.27 J <1.0 <2.0 26.4 3/29/2022 <1.0 0.64 J <1.0 <2.0 31.7 6/16/2022 <1.0 <1.0 <1.0 <2.0 32.8 3/27/2018 128 1.2 16.1 9.6 41.1 6/7/2018 172 <1.0 22.7 14.0 54.0 9/11/2018 30.8 <1.0 1.4 2.7 55.5 12/18/2018 5.2 <1.0 <1.0 <2.0 86.4 3/13/2019 157 <1.0 <1.0 <2.0 57.2 6/12/2019 49.5 <1.0 2.7 2.2 61.7 9/11/2019 25.7 1.2 2.3 <2.0 56.6 12/20/2019 29.3 <1.0 2.7 <2.0 69.4 3/4/2020 75.5 <1.0 <1.0 <2.0 69.4 6/3/2020 87.8 <1.0 3.4 2.3 65.8 9/14/2020 24.5 <1.0 <1.0 <2.0 56.0 12/9/2020 15.1 <1.0 1.8 <2.0 63.9 3/30/2021 53.0 <1.0 <1.0 <2.0 84.7 6/24/2021 50.8 <1.0 <1.0 2.0 56.2 9/23/2021 16.1 <1.0 0.73 J 0.64 J 49.5 12/14/2021 12.4 0.24 J 0.28 J <2.0 47.8 3/29/2022 21.9 0.58 J 1.9 1.6 J 53.5 6/16/2022 162 0.36 J 21.3 5.9 41.9 3/27/2018 <1.0 <1.0 <1.0 <2.0 <1.0 6/7/2018 <1.0 <1.0 <1.0 <2.0 <1.0 9/11/2018 <1.0 <1.0 <1.0 <2.0 <1.0 12/18/2018 <1.0 <1.0 <1.0 <2.0 <1.0 3/13/2019 <1.0 <1.0 <1.0 <2.0 <1.0 6/12/2019 <1.0 <1.0 <1.0 <2.0 <1.0 9/11/2019 <1.0 <1.0 <1.0 <2.0 <1.0 12/20/2019 <1.0 <1.0 <1.0 <2.0 <1.0 3/4/2020 <1.0 <1.0 <1.0 <2.0 <1.0 6/3/2020 <1.0 <1.0 <1.0 <2.0 <1.0 9/14/2020 <1.0 <1.0 <1.0 <2.0 <1.0 12/9/2020 <1.0 <1.0 <1.0 <2.0 <1.0 3/30/2021 <1.0 <1.0 <1.0 <2.0 <1.0 6/24/2021 <1.0 <1.0 <1.0 <2.0 <1.0 9/23/2021 <1.0 <1.0 <1.0 <2.0 <1.0 12/14/2021 0.32 J <1.0 <1.0 <2.0 <1.0 3/29/2022 0.30 J 0.56 J <1.0 <2.0 <1.0 6/16/2022 <1.0 <1.0 <1.0 <2.0 <1.0 Notes: 1. All measurements are in micrograms per liter (ug/L) 2. "<" or ND = None detected above method detection limit 3. 2L Standard = Title 15A NCAC 2L .0202 Groundwater Standard 4. GCL = Gross Contaminant Level established by North Carolina Department of Environmental Quality 5. MTBE = Methyl tertiary butyl ether 6. Values in BOLD indicate levels above 2L Groundwater Standards 7. J = Concentration is greater than laboratory detection limit but below reporting limit 9. 2B Standard = Applicable Title 15A NCAC 02B Surface Water Standards; lowest of the Freshwater, Water Supply, or Human Health Standards 8. Shaded cells indicate concentration exceeds 2B Standard by a factor of 10 MW-13 MTBEWELL I.D.SAMPLE DATE Benzene Toluene Ethylbenzene Total Xylenes 2L Standards 2B Standards GCLs MW-11 MW-12 Page 1 of 1 TABLE 4 HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Benzene Toluene Ethylbenzene Total Xylenes MTBE 1 600 600 500 20 5,000 260,000 80,000 50,000 20,000 03/06/90 <1.0 <1.0 <1.0 <1.0 NA 08/04/90 <2.0 <2.0 <2.0 <6.0 NA 07/28/95 <1.0 <1.0 <1.0 <1.0 73 10/18/95 <1.0 <1.0 <1.0 <1.0 69 01/30/96 <1.0 <1.0 <1.0 <1.0 88 04/19/96 <1.0 <1.0 <1.0 <1.0 84 08/14/96 <1.0 <1.0 <1.0 <1.0 100 10/03/96 <1.0 <1.0 <1.0 <1.0 72 01/24/97 <1.0 <1.0 <1.0 <1.0 92 03/06/90 <1.0 <1.0 <1.0 <1.0 NA 08/04/90 <2.0 <2.0 <2.0 <6.0 NA 07/28/95 <1.0 <1.0 <1.0 <1.0 <1.0 10/18/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/30/96 <1.0 <1.0 <1.0 <1.0 <1.0 04/19/96 <1.0 <1.0 <1.0 <1.0 <1.0 08/14/96 <1.0 <1.0 <1.0 <1.0 <1.0 10/03/96 <1.0 <1.0 <1.0 <1.0 <1.0 01/24/97 <1.0 <1.0 <1.0 <1.0 <1.0 03/06/90 <1.0 <1.0 <1.0 <1.0 NA 08/04/90 <2.0 <2.0 <2.0 <6.0 NA 07/28/95 <1.0 <1.0 <1.0 <1.0 <1.0 10/18/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/30/96 <1.0 <1.0 <1.0 <1.0 <1.0 04/19/96 <1.0 <1.0 <1.0 <1.0 <1.0 08/14/96 <1.0 <1.0 <1.0 <1.0 <1.0 10/03/96 <1.0 <1.0 <1.0 <1.0 <1.0 01/24/97 <1.0 <1.0 <1.0 <1.0 <1.0 03/06/90 <1.0 <1.0 <1.0 <1.0 NA 08/04/90 <2.0 <2.0 <2.0 <6.0 NA 07/28/95 <1.0 <1.0 <1.0 <1.0 <1.0 10/18/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/30/96 <1.0 <1.0 <1.0 <1.0 <1.0 04/19/96 <1.0 <1.0 <1.0 <1.0 <1.0 08/14/96 <1.0 <1.0 <1.0 <1.0 <1.0 10/03/96 <1.0 <1.0 <1.0 <1.0 <1.0 01/24/97 <1.0 <1.0 <1.0 <1.0 <1.0 03/06/90 <1.0 <1.0 <1.0 <1.0 NA 08/04/90 <2.0 <2.0 <2.0 <6.0 NA 07/28/95 6.3 <1.0 <1.0 <1.0 <1.0 10/18/95 6.3 <1.0 <1.0 <1.0 <1.0 01/30/96 10 <1.0 <1.0 <1.0 <1.0 04/19/96 4.1 <1.0 <1.0 <1.0 <1.0 08/14/96 1.1 <1.0 <1.0 <1.0 <1.0 10/03/96 <1.0 <1.0 <1.0 <1.0 <1.0 01/24/97 <1.0 <1.0 <1.0 <1.0 <1.0 03/06/90 <1.0 <1.0 <1.0 <1.0 NA 08/04/90 7 5 <2.0 6 NA 07/28/95 13 <1.0 <1.0 <1.0 1.2 10/18/95 28 <1.0 <1.0 1.1 1.3 01/30/96 10 <1.0 <1.0 <1.0 <1.0 04/19/96 3 <1.0 <1.0 <1.0 <1.0 08/14/96 2.3 <1.0 <1.0 <1.0 <1.0 10/03/96 1.2 <1.0 <1.0 <1.0 <1.0 01/24/97 2.4 <1.0 <1.0 <1.0 <1.0 12/21/00 <1.0 <1.0 <1.0 <1.0 <1.0 2L Standards GCLs MW-6 MW-1 MW-2 MW-3 MW-4 MW-5 Page 1 of 9 TABLE 4 HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Benzene Toluene Ethylbenzene Total Xylenes MTBE 1 600 600 500 20 5,000 260,000 80,000 50,000 20,000 2L Standards GCLs 03/06/90 2,430 5,950 1,490 8,540 NA 08/04/90 1,515 2,125 <2.0 3,512 NA 07/28/95 870 33 21 250 220 10/18/95 680 <1.0 35 840 110 01/30/96 380 <1.0 <1.0 84 80 04/19/96 290 <1.0 <1.0 140 58 08/14/96 590 <10.0 12 360 84 10/03/96 290 <5.0 <5.0 80 49 01/24/97 250 <5.0 <5.0 7.7 42 06/25/97 66 <1.0 <1.0 6 19 09/10/97 600 <20 24 630 99 12/03/97 66 1.6 1.3 170 43 03/03/98 5.1 <1.0 <1.0 13 15 06/12/98 6.4 <1.0 <1.0 13 7.9 09/17/98 5.7 <1.0 <1.0 3.4 6.7 12/11/98 95 <10 15 61 26 04/26/99 2.9 <1.0 <1.0 <1.0 2.7 06/25/99 45 <1.0 1.6 39 6.8 09/21/99 <1.0 <1.0 <1.0 <1.0 <1.0 12/29/99 <1.0 <1.0 <1.0 <1.0 <1.0 03/21/00 <1.0 <1.0 <1.0 <1.0 <1.0 06/15/00 1.5 <1.0 <1.0 <1.0 <1.0 12/21/00 1.5 <1.0 <1.0 <1.0 6.4 06/07/01 4.7 <1.0 <1.0 <1.0 4.8 12/03/01 32 <1.0 <1.0 11 13 06/20/02 11 <1.0 <1.0 3.4 11 12/11/02 <1.0 <1.0 <1.0 <2.0 <1.0 06/04/03 <5.0 <5.0 <5.0 <5.0 <5.0 12/10/03 <1.0 <1.0 <1.0 <2.0 1.4 03/04/04 <1.0 <1.0 <1.0 <2.0 2.7 06/29/04 <1.0 <1.0 <1.0 <2.0 1.7 09/21/04 <1.0 <1.0 <1.0 <2.0 1 11/11/04 <1.0 <1.0 <1.0 <2.0 <1.0 03/15/05 <1.0 <1.0 <1.0 <2.0 <1.0 11/30/05 <1.0 <1.0 <1.0 <3.0 <1.0 05/25/06 <1.0 <1.0 <1.0 <3.0 1.7 11/29/06 <1.0 <1.0 <1.0 <3.0 3.7 05/18/07 <1.0 <1.0 <1.0 <3.0 4.7 10/16/07 <1.0 <1.0 <1.0 <3.0 5 10/23/08 <5.0 <5.0 <5.0 <5.0 NA 03/06/90 <1.0 <1.0 <1.0 <1.0 NA 08/04/90 <2.0 <2.0 <2.0 <6.0 NA 07/28/95 <1.0 <1.0 <1.0 <1.0 <1.0 10/18/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/30/96 <1.0 <1.0 <1.0 <1.0 <1.0 04/19/96 <1.0 <1.0 <1.0 <1.0 <1.0 08/14/96 <1.0 <1.0 <1.0 <1.0 <1.0 10/03/96 <1.0 <1.0 <1.0 <1.0 <1.0 01/24/97 <1.0 <1.0 <1.0 <1.0 <1.0 08/04/90 <2.0 <2.0 <2.0 <6.0 NA 07/28/95 3.1 <1.0 <1.0 4.4 <1.0 10/18/95 <1.0 <1.0 <1.0 1.9 <1.0 01/30/96 5.2 <1.0 <1.0 23 <1.0 04/19/96 3.5 <1.0 <1.0 12 <1.0 08/14/96 <1.0 <1.0 <1.0 <1.0 <1.0 10/03/96 <1.0 <1.0 <1.0 <1.0 <1.0 01/24/97 <1.0 <1.0 <1.0 <1.0 <1.0 08/04/90 12 11 <2.0 <6.0 NA 07/28/95 <1.0 <1.0 <1.0 <1.0 27 01/30/96 5.1 <1.0 <1.0 <1.0 43 04/19/96 5 <1.0 <1.0 <1.0 39 08/14/96 <1.0 <1.0 <1.0 <1.0 2.8 10/03/96 <1.0 <1.0 <1.0 <1.0 <1.0 01/24/97 1.3 <1.0 <1.0 <1.0 28 12/21/00 <1.0 <1.0 <1.0 <1.0 48 MW-7 MW-8 MW-9 MW-10 Page 2 of 9 TABLE 4 HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Benzene Toluene Ethylbenzene Total Xylenes MTBE 1 600 600 500 20 5,000 260,000 80,000 50,000 20,000 2L Standards GCLs 08/04/90 <2.0 <2.0 <2.0 <6.0 NA 07/28/95 <1.0 <1.0 <1.0 <1.0 57 10/18/95 <1.0 <1.0 <1.0 <1.0 64 01/30/96 1.4 <1.0 <1.0 1.1 <1.0 04/19/96 <1.0 <1.0 <1.0 <1.0 95 08/14/96 <5.0 <5.0 <5.0 <5.0 520 10/03/96 <1.0 <1.0 <1.0 <1.0 360 01/24/97 <5.0 <5.0 <5.0 <5.0 250 06/25/97 <1.0 <1.0 <1.0 <1.0 170 09/10/97 <1.0 <1.0 <1.0 <1.0 630 12/03/97 <1.0 <1.0 <1.0 <1.0 170 03/03/98 <2.0 <2.0 <2.0 <2.0 170 06/12/98 <2.5 <2.5 <2.5 <2.5 230 09/17/98 <1.0 <1.0 <1.0 <1.0 250 12/11/98 <20 <20 <20 <20 360 04/26/99 <1.0 <1.0 <1.0 <1.0 310 06/25/99 220 290 56 250 <10 09/21/99 <5.0 <5.0 <5.0 <5.0 270 12/29/99 <10 <10 <10 <10 350 03/21/00 <10 <10 <10 <10 390 06/15/00 <20 <20 <20 <20 510 12/21/00 <10 <10 <10 <10 810 06/07/01 <10 <10 <10 <10 700 12/03/01 <10 <10 <10 <20 1,100 06/20/02 <10 <10 <10 <20 1,100 12/11/02 <10 <10 <10 <20 980 06/04/03 <5 <5 <5 <5 1,400 12/10/03 <25 <25 <25 <50 1,400 03/04/04 <10 <10 <10 <20 1,600 06/29/04 <25 <25 <25 <50 1,100 09/21/04 <20 <20 <20 <40 1,400 11/11/04 <20 <20 <20 <40 510 03/15/05 <2.0 <2.0 <2.0 4.5 160 11/30/05 <2.0 <2.0 <2.0 <6.0 310 05/25/06 <5.0 <5.0 <5.0 <15 110 11/29/06 <1.0 <1.0 <1.0 <3.0 490 05/18/07 <10.0 <10.0 <10.0 <10.0 <10.0 10/23/08 <5.0 <5.0 <5.0 <5.0 NA 03/25/10 <1 <5 <5 <5 <5 06/23/10 <1 <5 <5 <5 <5 09/29/10 <1 <5 <5 <5 <5 12/29/10 <1 <5 <5 <5 <5 03/24/11 <1 <5 <5 <5 <5 06/30/11 <1 <5 <5 <5 <5 09/29/11 <0.5 <0.7 <0.8 <0.8 0.7J 12/20/11 <0.5 <0.7 <0.8 <0.8 0.7J 03/29/12 <0.5 <0.7 <0.8 <0.8 0.9J 06/28/12 <0.5 <0.7 <0.8 <0.8 0.9J 09/26/12 <0.5 <0.7 <0.8 <0.8 0.5J 12/03/12 <0.5 <0.7 <0.8 <0.8 0.7J 03/28/13 <0.5 <0.7 <0.8 <0.8 1J 06/28/13 <0.5 <0.7 <0.8 <0.8 0.9J 09/04/13 <0.5 <0.7 <0.8 <0.8 2J 12/30/13 <0.5 <0.7 <0.8 <0.8 2J 03/31/14 <0.5 <0.5 <0.5 <0.5 11 06/27/14 <0.5 <0.5 <0.5 <0.5 10 09/16/14 <0.5 <0.5 <0.5 <0.5 3 12/30/14 <0.5 <0.5 <0.5 <0.5 2 03/31/15 <0.5 <0.5 <0.5 <0.5 10 06/12/15 <0.5 <0.5 <0.5 <0.5 24 09/17/15 <0.5 <0.5 <0.5 <0.5 31 12/17/15 <0.5 <0.5 <0.5 <0.5 30 03/09/16 <0.5 <0.5 <0.5 <0.5 18 06/21/16 <0.5 <0.5 <0.5 <0.5 52 09/29/16 <0.5 <0.5 <0.5 <0.5 39 12/20/16 <0.5 <0.5 <0.5 <0.5 48 03/21/17 <1.0 <1.0 <1.0 <2.0 4.9 06/13/17 <1.0 <1.0 <1.0 <2.0 30.3 09/20/17 <1.0 <1.0 <1.0 <2.0 55.6 12/05/17 <1.0 <1.0 <1.0 <2.0 57.7 03/27/18 <1.0 <1.0 <1.0 <2.0 14.1 06/07/18 <1.0 <1.0 <1.0 <2.0 16.9 09/11/18 <1.0 <1.0 <1.0 <2.0 45.0 12/18/2018 <1.0 <1.0 <1.0 <2.0 20.6 3/13/2019 <1.0 <1.0 <1.0 <2.0 12.4 6/12/2019 <1.0 <1.0 <1.0 <2.0 31.5 9/11/2019 <1.0 <1.0 <1.0 <2.0 28.8 12/20/2019 <1.0 <1.0 <1.0 <2.0 21.2 3/4/2020 <1.0 <1.0 <1.0 <2.0 42.6 6/3/2020 <1.0 <1.0 <1.0 <2.0 44.8 9/14/2020 <1.0 <1.0 <1.0 <2.0 34.8 12/9/2020 <1.0 <1.0 <1.0 <2.0 21.7 3/30/2021 <1.0 <1.0 <1.0 <2.0 12.7 6/24/2021 <1.0 <1.0 <1.0 <2.0 38.7 9/23/2021 <1.0 <1.0 <1.0 <2.0 35.1 12/14/2021 <1.0 0.27 J <1.0 <2.0 26.4 3/29/2022 <1.0 0.64 J <1.0 <2.0 31.7 6/16/2022 <1.0 <1.0 <1.0 <2.0 32.8 MW-11 Page 3 of 9 TABLE 4 HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Benzene Toluene Ethylbenzene Total Xylenes MTBE 1 600 600 500 20 5,000 260,000 80,000 50,000 20,000 2L Standards GCLs 08/04/90 3,445 375 <2.0 4,345 NA 01/30/96 560 <1.0 <1.0 32 <1.0 01/24/97 7.4 <1.0 <1.0 2.4 7.8 06/25/97 69 <1.0 6.2 15 9.7 03/03/98 87 <1.0 <1.0 <1.0 2.3 04/26/99 5.2 <1.0 <1.0 <1.0 4.3 06/25/99 4.5 <1.0 <1.0 <1.0 6.7 12/29/99 <1.0 <1.0 <1.0 <1.0 6.4 03/21/00 29 <1.0 4.3 11 14 06/15/00 230 <5.0 110 56 80 12/21/00 <1.0 <1.0 <1.0 1.7 21 06/07/01 43 <1.0 53 13 50 12/03/01 <1.0 <1.0 <1.0 <2.0 35 06/20/02 <1.0 <1.0 <1.0 <2.0 20 12/11/02 <1.0 <1.0 <1.0 <2.0 16 12/10/03 100 <1.0 <1.0 <2.0 25 03/04/04 78 <1.0 1.5 <2.0 31 09/21/04 79 <1.0 <1.0 2.2 32 11/11/04 4.7 <1.0 <1.0 <2.0 19 11/11/04 4.5 <1.0 <1.0 <2.0 19 11/30/05 <1.0 <1.0 <1.0 <3.0 24 05/25/06 10 <1.0 1.5 <3.0 20 11/29/06 4.4 <1.0 1.4 <3.0 26 05/18/07 160 1.1 54 67 42 05/18/07 160 <5.0 37 48 35 10/16/07 1.1 <1.0 <1.0 <3.0 33 10/16/07 <1.0 <1.0 <1.0 <3.0 19 10/23/08 11 <5.0 <5.0 <5.0 NA 04/28/09 162 <5.0 62.1 58.5 43.6 06/30/09 34 1.2 6.4 <5.0 33 11/30/09 4.3 <5 <5 <5 36 03/25/10 47 <5 <5 <5 44 06/23/10 270 <5 84 82 60 09/29/10 6.5 <5 <5 <5 46 12/29/10 3.7 <5 <5 <5 42 03/24/11 230 <5 74 65 44 06/30/11 220 <5 100 56 54 09/29/11 6 <0.7 4 <0.8 40 12/20/11 170 1 47 31 38 03/29/12 480 3 170 140 50 06/28/12 190 0.8 99 41 57 09/26/12 17 <0.7 13 4 46 12/03/12 9 <0.7 2 <0.8 46 03/28/13 170 <0.7 26 14 50 06/28/13 92 <0.7 16 12 47 09/04/13 28 <0.7 3J 2J 49 12/30/13 9 <0.7 2J 3J 47 03/31/14 37 <0.5 0.8J 1 64 06/27/14 200 2 33 29 55 09/16/14 12 <0.5 2 2 14 12/30/14 22 <0.5 11 6 52 03/31/15 89 <0.5 12 6 51 06/12/15 180 <0.5 19 11 41 09/17/15 54 <0.5 3 <0.5 46 12/17/15 34 <0.5 3 3 46 03/09/16 13 <0.5 0.8 J 0.6 J 66 06/21/16 100 <0.5 12 8 59 09/29/16 40 <0.5 2 1 60 12/20/16 9 <0.5 0.6 J 0.6 J 61 03/21/17 195 <1.0 37.3 24.2 42.1 06/13/17 47.1 <1.0 7.9 5.2 50.2 09/20/17 10.6 <1.0 <1.0 <2.0 69.4 12/05/17 3.0 <1.0 <1.0 <2.0 67.1 03/27/18 128 1.2 16.1 9.6 41.1 06/07/18 172 <1.0 22.7 14.0 54.0 09/11/18 30.8 <1.0 1.4 2.7 55.5 12/18/2018 5.2 <1.0 <1.0 <2.0 86.4 3/13/2019 157 <1.0 <1.0 <2.0 57.2 6/12/2019 49.5 <1.0 2.7 2.2 61.7 9/11/2019 25.7 1.2 2.3 <2.0 56.6 12/20/2019 29.3 <1.0 2.7 <2.0 69.4 3/4/2020 75.5 <1.0 <1.0 <2.0 69.4 6/3/2020 87.8 <1.0 3.4 2.3 65.8 9/14/2020 24.5 <1.0 <1.0 <2.0 56.0 12/9/2020 15.1 <1.0 1.8 <2.0 63.9 3/30/2021 53.0 <1.0 <1.0 <2.0 84.7 6/24/2021 50.8 <1.0 2.1 2.0 56.2 9/23/2021 16.1 <1.0 0.73 J 0.64 J 49.5 12/14/2021 12.4 0.24 J 0.28 J <2.0 47.8 3/29/2022 21.9 0.58 J 1.9 1.6 J 53.5 6/16/2022 162 0.36 J 21.3 5.9 41.9 MW-12 Page 4 of 9 TABLE 4 HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Benzene Toluene Ethylbenzene Total Xylenes MTBE 1 600 600 500 20 5,000 260,000 80,000 50,000 20,000 2L Standards GCLs 08/04/90 74 3 <2.0 37 NA 07/28/95 45 <1.0 <1.0 2.9 29 10/18/95 160 <1.0 1.1 11 42 01/30/96 33 <1.0 <1.0 1.1 18 04/19/96 320 <1.0 <1.0 17 40 08/14/96 160 <2.0 <2.0 9.3 30 10/03/96 240 <1.0 5.9 23 29 01/24/97 320 <5.0 <5.0 13 50 06/25/97 610 <10 <10 27 88 12/03/97 390 <10 <10 30 120 06/12/98 530 <10 <10 27 270 12/11/98 1,000 <50 <50 34 *150 06/25/99 680 <20 <20 40 310 06/25/99 690 <2.0 6 45 310 09/21/99 670 <10 14 27 290 09/21/99 560 <10 15 29 200 12/29/99 280 <10 <10 <10 170 12/29/99 210 <10 <10 <10 120 03/21/00 220 <5.0 <5.0 12 93 03/21/00 220 <5.0 <5.0 12 98 06/15/00 610 <20 <20 <20 29 12/21/00 150 <5.0 <5.0 <5.0 130 06/07/01 220 <5.0 <5.0 <5.0 99 12/03/01 260 <5.0 <5.0 <10 85 06/20/02 170 <5.0 <5.0 <10 120 12/11/02 13 <5.0 <5.0 <10 17 06/04/03 35 <5.0 <5.0 <5 29 12/10/03 69 <2.0 <2.0 <4 48 03/04/04 110 <5.0 <5.0 <10 83 06/29/04 87 <1.0 <1.0 2.3 65 09/21/04 53 <1.0 <1.0 <2.0 60 11/11/04 56 <1.0 <1.0 <2.0 40 03/15/05 31 <1.0 <1.0 2 27 11/30/05 2 <1.0 <1.0 <3.0 12 05/25/06 <1.0 <1.0 <1.0 <3.0 9 11/29/06 <1.0 <1.0 <1.0 <3.0 3.4 05/18/07 <1.0 <1.0 <1.0 <3.0 3.9 10/16/07 4.3 <1.0 <1.0 <3.0 4.8 10/23/08 <5.0 <5.0 <5.0 <5.0 NA 03/25/10 <1 <5 <5 <5 <5 06/24/10 <1 <5 <5 <5 <5 09/29/10 <1 <5 <5 <5 <5 12/29/10 <1 <5 <5 <5 <5 03/24/11 <1 <5 <5 <5 <5 06/30/11 <1 <5 <5 <5 <5 09/29/11 <0.5 <0.7 <0.8 <0.8 0.6J 12/20/11 <0.5 <0.7 <0.8 <0.8 0.6J 03/29/12 <0.5 <0.7 <0.8 <0.8 0.5J 06/28/12 <0.5 <0.7 <0.8 <0.8 0.6J 09/26/12 <0.5 <0.7 <0.8 <0.8 0.7J 12/03/12 <0.5 <0.7 <0.8 <0.8 0.7J 12/03/12 <0.5 <0.7 <0.8 <0.8 0.6J 06/28/13 <0.5 <0.7 <0.8 <0.8 <0.5 09/04/13 <0.5 <0.7 <0.8 <0.8 <0.5 12/30/13 <0.5 <0.7 <0.8 <0.8 <0.5 03/31/14 <0.5 <0.5 <0.5 <0.5 0.6J 06/27/14 <0.5 <0.5 <0.5 <0.5 <0.5 09/16/14 <0.5 <0.5 <0.5 <0.5 <0.5 12/30/14 <0.5 <0.5 <0.5 <0.5 <0.5 03/31/15 <0.5 <0.5 <0.5 <0.5 <0.5 06/12/15 <0.5 <0.5 <0.5 <0.5 <0.5 09/17/15 <0.5 <0.5 <0.5 <0.5 0.8 J 12/17/15 <0.5 <0.5 <0.5 <0.5 <0.5 03/09/16 <0.5 <0.5 <0.5 <0.5 <0.5 06/21/16 <0.5 <0.5 <0.5 <0.5 <0.5 09/29/16 <0.5 <0.5 <0.5 <0.5 <0.5 12/20/16 <0.5 <0.5 <0.5 <0.5 0.5 J 03/21/17 <1.0 <1.0 <1.0 <2.0 <1.0 06/13/17 <1.0 <1.0 <1.0 <2.0 <1.0 09/20/17 <1.0 <1.0 <1.0 <2.0 <1.0 12/05/17 <1.0 <1.0 <1.0 <2.0 <1.0 03/27/18 <1.0 <1.0 <1.0 <2.0 <1.0 06/07/18 <1.0 <1.0 <1.0 <2.0 <1.0 09/11/18 <1.0 <1.0 <1.0 <2.0 <1.0 12/18/2018 <1.0 <1.0 <1.0 <2.0 <1.0 3/13/2019 <1.0 <1.0 <1.0 <2.0 <1.0 6/12/2019 <1.0 <1.0 <1.0 <2.0 <1.0 9/11/2019 <1.0 <1.0 <1.0 <2.0 <1.0 12/20/2019 <1.0 <1.0 <1.0 <2.0 <1.0 3/4/2020 <1.0 <1.0 <1.0 <2.0 <1.0 6/3/2020 <1.0 <1.0 <1.0 <2.0 <1.0 9/14/2020 <1.0 <1.0 <1.0 <2.0 <1.0 12/9/2020 <1.0 <1.0 <1.0 <2.0 <1.0 3/30/2021 <1.0 <1.0 <1.0 <2.0 <1.0 6/24/2021 <1.0 <1.0 <1.0 <2.0 <1.0 9/23/2021 <1.0 <1.0 <1.0 <2.0 <1.0 12/14/2021 0.32 J <1.0 <1.0 <2.0 <1.0 3/29/2022 0.30 J 0.56 J <1.0 <2.0 <1.0 6/16/2022 <1.0 <1.0 <1.0 <2.0 <1.0 MW-13 Page 5 of 9 TABLE 4 HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Benzene Toluene Ethylbenzene Total Xylenes MTBE 1 600 600 500 20 5,000 260,000 80,000 50,000 20,000 2L Standards GCLs 06/05/92 <1.0 <1.0 <1.0 2 <1.0 07/28/95 <1.0 <1.0 <1.0 1.4 <1.0 10/18/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/30/96 <1.0 <1.0 <1.0 <1.0 <1.0 04/19/96 <1.0 <1.0 <1.0 <1.0 <1.0 08/14/96 <1.0 <1.0 <1.0 <1.0 1.6 10/03/96 <1.0 <1.0 <1.0 <1.0 <1.0 01/24/97 <1.0 <1.0 <1.0 <1.0 <1.0 06/25/97 <1.0 <1.0 <1.0 <1.0 1.1 09/10/97 <1.0 <1.0 <1.0 <1.0 <1.0 12/03/97 <1.0 <1.0 <1.0 <1.0 1.5 03/03/98 <1.0 <1.0 <1.0 <1.0 1.3 06/12/98 <1.0 <1.0 <1.0 <1.0 2.7 09/17/98 <1.0 <1.0 <1.0 <1.0 2.2 12/11/98 <1.0 <1.0 <1.0 <1.0 3.1 04/26/99 <1.0 <1.0 <1.0 <1.0 3.4 DUP-MW-14 04/26/99 <1.0 <1.0 <1.0 <1.0 3.4 06/25/99 <1.0 <1.0 <1.0 <1.0 3.4 09/21/99 <1.0 <1.0 <1.0 <1.0 2.5 12/29/99 <1.0 <1.0 <1.0 <1.0 2.3 03/21/00 <1.0 <1.0 <1.0 <1.0 2.3 06/15/00 <1.0 <1.0 <1.0 <1.0 <1.0 12/21/00 <1.0 <1.0 <1.0 <1.0 3.1 06/07/01 <1.0 <1.0 <1.0 <1.0 1.9 12/03/01 <1.0 <1.0 <1.0 <2.0 2.6 06/20/02 <1.0 <1.0 <1.0 <2.0 2.4 12/11/02 <1.0 <1.0 <1.0 <2.0 <1.0 06/04/03 <5.0 <5.0 <5.0 <5.0 <5.0 12/10/03 <1.0 <1.0 <1.0 <2 <1 03/04/04 <1.0 <1.0 <1.0 <2 <1 06/29/04 <1.0 <1.0 <1.0 <2 <1 09/21/04 <1.0 <1.0 <1.0 <2.0 <1.0 11/11/04 <1.0 <1.0 <1.0 <2.0 <1.0 03/15/05 <1.0 <1.0 <1.0 <2.0 <1.0 11/30/05 <1.0 <1.0 <1.0 <3.0 1.2 05/25/06 <1.0 <1.0 <1.0 <3.0 1.1 11/29/06 <1.0 <1.0 <1.0 <3.0 <1.0 05/18/07 <1.0 <1.0 <1.0 <3.0 <1.0 10/16/07 <1.0 <1.0 <1.0 <3.0 1.3 10/23/08 <5.0 <5.0 <5.0 <5.0 NA MW-14 MW-14 Page 6 of 9 TABLE 4 HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Benzene Toluene Ethylbenzene Total Xylenes MTBE 1 600 600 500 20 5,000 260,000 80,000 50,000 20,000 2L Standards GCLs 06/05/92 <1.0 <1.0 <1.0 <1.0 <1.0 07/28/95 93 100 110 290 11 10/18/95 110 58 89 230 12 01/30/96 75 140 190 550 <1.0 04/19/96 29 79 110 320 <1.0 08/14/96 <50 87 220 640 <50 10/03/96 01/24/97 18 49 380 760 <10 06/25/97 29 53 72 140 <1.0 09/10/97 41 51 86 140 <5.0 12/03/97 20 22 11 36 <1.0 03/03/98 8.2 13 5 14 <1.0 06/12/98 13 12 3.2 9 <1.0 09/17/98 14 22 9.3 23 <1.0 12/11/98 66 140 28 99 <10 04/26/99 06/25/99 13 34 10 29 <1.0 09/21/99 7.7 15 7.8 10 <1.0 12/29/99 6.4 5.9 7.9 10 <1.0 03/21/00 4.7 14 5.6 15 <1.0 06/15/00 <1.0 <1.0 <1.0 <1.0 <1.0 12/21/00 3 4.2 6 9.9 <1.0 06/07/01 1.2 <1.0 3.2 2.7 <1.0 12/03/01 <1.0 <1.0 1.1 <2.0 <1.0 06/20/02 <1.0 <1.0 <1.0 <2.0 <1.0 12/11/02 <1.0 <1.0 <1.0 <2.0 <1.0 06/04/03 <5.0 <5.0 <5.0 <5.0 <5.0 12/10/03 <1.0 <1.0 <1.0 <2.0 <1.0 03/04/04 <1.0 <1.0 <1.0 <2.0 <1.0 06/29/04 <1.0 <1.0 <1.0 <2.0 <1.0 09/21/04 <1.0 <1.0 <1.0 <2.0 <1.0 11/11/04 <1.0 <1.0 <1.0 <2.0 <1.0 03/15/05 <1.0 <1.0 <1.0 <2.0 <1.0 11/30/05 <1.0 <1.0 <1.0 <3.0 <1.0 05/25/06 <1.0 <1.0 <1.0 <3.0 <1.0 11/28/06 <1.0 <1.0 <1.0 <3.0 <1.0 05/18/07 <1.0 <1.0 <1.0 <3.0 <1.0 10/16/07 <1.0 <1.0 <1.0 <3.0 <1.0 06/05/92 <1.0 <1.0 <1.0 <1.0 <1.0 10/18/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/30/96 <1.0 <1.0 <1.0 <1.0 <1.0 04/19/96 <1.0 <1.0 <1.0 <1.0 <1.0 08/14/96 <1.0 <1.0 <1.0 <1.0 <1.0 10/03/96 <1.0 <1.0 <1.0 <1.0 <1.0 01/24/97 <1.0 <1.0 <1.0 <1.0 <1.0 06/25/97 <1.0 <1.0 <1.0 <1.0 <1.0 09/10/97 <1.0 <1.0 <1.0 <1.0 <1.0 12/03/97 <1.0 <1.0 <1.0 <1.0 <1.0 03/03/98 <1.0 <1.0 <1.0 <1.0 <1.0 06/12/98 <1.0 <1.0 <1.0 <1.0 <1.0 09/17/98 <1.0 <1.0 <1.0 <1.0 <1.0 12/11/98 <1.0 <1.0 <1.0 <1.0 <1.0 04/26/99 NA NA NA NA NA 06/25/99 <1.0 <1.0 <1.0 <1.0 <1.0 09/21/99 <1.0 <1.0 <1.0 <1.0 <1.0 12/29/99 <1.0 <1.0 <1.0 <1.0 <1.0 03/21/00 <1.0 <1.0 <1.0 <1.0 <1.0 06/15/00 <1.0 <1.0 <1.0 <1.0 <1.0 12/21/00 <1.0 <1.0 <1.0 <1.0 <1.0 06/07/01 <1.0 <1.0 <1.0 <1.0 <1.0 12/03/01 <1.0 <1.0 <1.0 <2.0 <1.0 06/20/02 <1.0 <1.0 <1.0 <2.0 <1.0 12/11/02 <1.0 <1.0 <1.0 <2.0 <1.0 06/04/03 <5.0 <5.0 <5.0 <5.0 <5.0 04/01/04 HYDROCARBON SHEEN DETECTED - NO SAMPLES COLLECTED HYDROCARBON SHEEN DETECTED - NO SAMPLES COLLECTED ABANDONED MW-15 MW-16 Page 7 of 9 TABLE 4 HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Benzene Toluene Ethylbenzene Total Xylenes MTBE 1 600 600 500 20 5,000 260,000 80,000 50,000 20,000 2L Standards GCLs 09/24/90 <2.0 <2.0 <2.0 <6.0 NA 07/28/95 <1.0 <1.0 <1.0 <1.0 20 10/18/95 <1.0 <1.0 <1.0 <1.0 31 01/30/96 <1.0 <1.0 <1.0 <1.0 32 04/19/96 <1.0 <1.0 <1.0 <1.0 30 08/14/96 <1.0 <1.0 <1.0 <1.0 28 10/03/96 <1.0 <1.0 <1.0 <1.0 25 01/24/97 <1.0 <1.0 <1.0 <1.0 26 09/24/90 <2.0 16 <2.0 29 NA 07/28/95 1.6 <1.0 <1.0 <1.0 <1.0 10/18/95 <1.0 <1.0 <1.0 <1.0 <1.0 01/30/96 <1.0 <1.0 <1.0 <1.0 <1.0 04/19/96 1.3 <1.0 <1.0 <1.0 <1.0 08/14/96 4.6 <1.0 <1.0 4 <1.0 10/03/96 9.3 <1.0 1.4 11 4 01/24/97 6.2 <1.0 1.2 7.3 <1.0 06/25/97 7.2 <1.0 <1.0 4.3 5.4 12/03/97 2.3 <1.0 <1.0 2.8 9.5 03/03/98 17 2.1 2.1 25 9.3 06/12/98 34 3 <1.0 110 12 09/17/98 3.2 <1.0 <1.0 4.4 9 09/17/98 3.5 <1.0 <1.0 4.3 9.1 12/11/98 1 <1.0 <1.0 <1.0 11 04/26/99 1 <1.0 <1.0 1.4 22 06/25/99 <1.0 <1.0 <1.0 <1.0 20 09/21/99 2 <1.0 <1.0 2.3 1.3 12/29/99 2.9 <1.0 1.2 5.8 3.3 03/21/00 <1.0 <1.0 <1.0 <1.0 8 06/15/00 <1.0 <1.0 <1.0 <1.0 20 12/21/00 <1.0 <1.0 <1.0 <1.0 11 06/07/01 <1.0 <1.0 <1.0 <1.0 9 12/03/01 <1.0 <1.0 <1.0 <2.0 13 06/20/02 <1.0 <1.0 <1.0 <2.0 5.6 Duplicate DW-06/20/02 <1.0 <1.0 <1.0 <2.0 6.2 DW-2 12/11/02 11 <1.0 6.3 32 <1.0 Duplicate DW-12/11/02 11 <1.0 6.1 31 <1.0 DW-2 06/04/03 17 <5.0 7 37 <5.0 Duplicate DW-06/04/03 19 <5.0 8 41 <5.0 DW-2 12/10/03 7.4 <1.0 4.2 20 <1.0 Duplicate DW-12/10/03 7.6 <1.0 4.2 22 <1.0 DW-2 03/04/04 24 1.9 17 76 <1.0 Duplicate DW-03/05/04 21 1.7 15 68 <1.0 06/29/04 <1.0 <1.0 <1.0 <2.0 3 09/21/04 <1.0 <1.0 <1.0 <2.0 <1 11/11/04 <1.0 <1.0 <1.0 <2.0 1.2 03/15/05 <1.0 <1.0 <1.0 <2.0 <1.0 11/30/05 <1.0 <1.0 <1.0 <3.0 <1.0 05/25/06 <1.0 <1.0 <1.0 <3.0 <1.0 11/28/06 <1.0 <1.0 <1.0 <3.0 <1.0 05/18/07 <1.0 <1.0 <1.0 <3.0 <1.0 10/16/07 <1.0 <1.0 <1.0 <3.0 <1.0 DW-2 DW-1 DW-2 Page 8 of 9 TABLE 4 HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Benzene Toluene Ethylbenzene Total Xylenes MTBE 1 600 600 500 20 5,000 260,000 80,000 50,000 20,000 2L Standards GCLs 09/24/90 <2.0 <2.0 <2.0 <6.0 NA 07/28/95 130 <1.0 <1.0 2.4 <1.0 10/18/95 150 <1.0 <1.0 3 <1.0 01/30/96 180 <1.0 <1.0 5.8 <1.0 04/19/96 98 <1.0 <1.0 <1.0 <1.0 08/14/96 110 <5.0 <5.0 <5.0 <5.0 10/03/96 110 <1.0 <1.0 4 <1.0 01/24/97 85 <1.0 <1.0 1.2 <1.0 06/25/97 65 <1.0 <1.0 <1.0 <1.0 09/10/97 11 <1.0 <1.0 <1.0 <1.0 12/03/97 33 <1.0 <1.0 1.5 <1.0 03/03/98 67 <1.0 <1.0 1.9 1 06/12/98 61 <1.0 <1.0 <1.0 1.5 09/17/98 100 <1.0 <1.0 1.5 1.4 12/11/98 <1.0 <1.0 <1.0 <1.0 <1.0 04/26/99 37 <1.0 <1.0 <1.0 3 06/25/99 71 <1.0 <1.0 <1.0 2 09/21/99 68 <2.0 <2.0 <2.0 <2.0 12/29/99 66 <2.5 <2.5 <2.5 <2.5 03/21/00 56 <1.0 <1.0 <1.0 1.5 06/15/00 69 <1.0 <1.0 <1.0 <1.0 12/21/00 56 <1.0 <1.0 <1.0 2 06/07/01 54 <1.0 <1.0 <1.0 1.6 12/03/01 40 <1.0 <1.0 <2.0 1.7 06/20/02 58 <1.0 <1.0 <2.0 1.7 12/11/02 57 <1.0 <1.0 <2.0 1.4 06/04/03 23 <5.0 <5.0 <5.0 <5.0 12/10/03 22 <1.0 <1.0 <2.0 <1.0 03/04/04 23 <1.0 <1.0 <2.0 <1.0 06/29/04 <1.0 <1.0 <1.0 <2.0 <1.0 09/21/04 <1.0 <1.0 <1.0 <2.0 <1.0 11/11/04 <1.0 <1.0 <1.0 <2.0 2.4 03/15/05 <1.0 <1.0 <1.0 <2.0 <1.0 11/30/05 <1.0 <1.0 <1.0 <3.0 <1.0 05/25/06 <1.0 <1.0 <1.0 <3.0 <1.0 11/28/06 <1.0 <1.0 <1.0 <3.0 <1.0 05/18/07 <1.0 <1.0 <1.0 <3.0 <1.0 10/16/07 <1.0 <1.0 <1.0 <3.0 <1.0 Notes: 1. All measurements are in micrograms per liter (ug/L) 2. "<" or ND = None detected above method detection limit. 3. 2L Standard = Title 15A NCAC 2L .0202 Groundwater Standard 4. GCL = Gross Contaminant Level established by NCDEQ 5. MTBE = Methyl tertiary butyl ether 6. Values in BOLD indicate levels above 2L Groundwater Standards. 7. NA - Not analyzed or data not available 8. J = Concentration is greater than laboratory detection limit but below reporting limit. DW-3 Page 9 of 9 TABLE 5 NATURAL ATTENUATION PARAMETER DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Temperature (° Celcius) pH (std. Units) ORP (mV) Cond. (mS/cm) DO (mg/L) Turbidity (NTU) 06/30/11 19.6 4.38 273 0.066 8.5 NM 09/29/11 21.7 5.07 193 0.127 6.3 NM 12/20/11 16.5 4.72 241 0.097 7.4 NM 03/29/12 14.8 6.85 130 0.058 5.7 NM 06/28/12 18.9 5.20 146 0.039 2.9 NM 09/26/12 21.1 5.00 137 0.066 7.4 NM 12/03/12 15.1 6.90 132 0.060 5.9 NM 06/28/13 18.2 5.40 179 0.073 6.3 NM 12/30/13 17.5 5.30 198 0.066 6.2 NM 06/27/14 18.6 5.30 148 0.038 2.4 NM 12/30/14 17.4 5.70 164 0.059 5.2 NM 06/12/15 18.5 6.10 107 0.041 2.1 NM 09/17/15 19.3 5.92 82 0.024 10.2 NM 12/17/15 17.4 5.49 234 0.052 7.4 NM 03/09/16 15.5 5.15 271 0.049 1.6 NM 06/21/16 17.8 6.31 94 0.051 3.3 NM 09/29/16 19.8 5.48 88 0.0404 2.5 NM 12/20/16 18.2 5.94 116 0.052 2.3 NM 03/21/17 17.7 5.59 148 0.042 5.1 NM 06/13/17 27.5 6.15 108 0.050 4.0 NM 09/20/17 19.3 5.72 92.7 0.0593 2.24 >1000 12/05/17 19.0 5.61 114.9 0.0552 1.39 >1000 03/27/18 13.8 6.36 101.6 0.044 6.17 NM 06/07/18 16.4 5.08 164.0 0.0386 2.57 out of range 09/11/18 22.5 4.62 209.5 0.0561 1.52 out of range 12/18/18 17.4 5.94 219.2 0.0598 1.94 out of range 03/13/19 15.5 5.94 188.0 0.0496 2.75 out of range 06/12/19 16.5 4.96 164.4 0.0567 3.56 NM 09/11/19 21.0 5.06 -31.1 0.0671 1.67 NM 12/20/19 17.2 5.71 11.7 0.0535 2.78 out of range 03/04/20 15.9 5.49 185.0 0.056 1.28 out of range 06/03/20 17.02 5.44 113.8 0.057 1.75 out of range 09/14/20 20.4 4.34 123.9 0.0592 1.55 out of range 12/09/20 18.39 5.52 88.9 0.053 3.06 out of range 3/30/2021 15.4 6.48 164.4 0.00651 2.54 out of range 6/24/2021 16.98 5.56 158.2 0.094 NM out of range 9/23/2021 19.4 5.66 129.0 0.0526 1.75 out of range 12/14/2021 17.4 5.65 302.1 0.0618 2.54 out of range 3/29/2022 14.8 5.17 290.9 0.0561 2.15 out of range 6/16/2022 17.2 5.84 5.86 0.0493 2.90 out of range 06/30/11 20.3 6.95 49 3.2 0.2 NM 09/29/11 20.2 8.78 32 0.365 0.3 NM 12/20/11 16.8 7.86 28 0.682 0.2 NM 03/29/12 15.0 7.95 40 0.514 3.3 NM 06/28/12 19.7 6.00 0 0.280 1.4 NM 09/26/12 20.1 5.50 29 0.668 4.0 NM 12/03/12 15.3 7.70 34 0.582 3.6 NM 06/28/13 18.2 7.20 30 0.899 1.9 NM 12/30/13 18.0 7.13 28 0.516 1.3 NM 06/27/14 19.3 6.10 10 0.289 1.9 NM 12/30/14 17.7 7.00 25 0.572 2.2 NM 06/12/15 19.4 6.10 24 0.264 4.1 NM 09/17/15 18.5 9.36 -55 0.279 9.5 NM 12/17/15 16.7 5.91 -40 0.602 4.3 NM 03/09/16 14.7 8.04 40 0.637 9.7 NM 06/21/16 16.9 6.43 109 0.484 4.1 NM 09/29/16 19.4 6.38 -42 0.465 2.3 NM 12/20/16 15.7 6.65 -14 0.508 3.7 NM 03/21/17 17.6 8.68 73 0.247 12.3 NM 06/13/17 17.1 7.00 67.3 0.479 4.6 NM 09/20/17 18.7 6.57 44.2 0.550 2.43 >1000 12/05/17 18.1 6.51 -25.5 0.577 2.37 502 03/27/18 13.2 6.50 -7.1 0.553 2.04 9.89 06/07/18 17.3 6.18 -3.6 0.449 1.36 101 09/11/18 20.9 6.34 -29.1 0.690 0.99 184 12/18/18 15.6 6.51 -24.9 0.611 1.32 151 03/13/19 14.6 404.80 -6.2 0.4048 1.99 out of range 06/12/19 17.1 6.22 -22.4 0.5658 1.46 NM 09/11/19 22.1 5.81 -61.0 0.4892 1.09 NM 12/20/19 15.7 6.22 -50.4 0.4672 2.24 312 03/04/20 15.1 6.21 13.2 0.498 1.02 232 06/03/20 17.35 6.15 43.3 0.443 1.06 out of range 09/14/20 19.5 6.15 -11.1 0.4626 0.60 out of range 12/09/20 15.20 6.16 25.8 0.482 1.81 139 3/30/2021 14.5 6.36 48.1 0.443 1.70 252 6/24/2021 16.97 6.14 -171.1 0.480 NM 84.2 9/23/2021 18.7 7.08 147.9 0.829 3.30 165 12/14/2021 17.0 7.21 251.8 0.802 3.20 out of range 3/29/2022 14.2 6.13 239.5 0.5807 3.20 334 6/16/2022 17.0 7.10 301.6 0.5879 6.99 out of range MW-11 MW-12 Page 1 of 3 TABLE 5 NATURAL ATTENUATION PARAMETER DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Temperature (° Celcius) pH (std. Units) ORP (mV) Cond. (mS/cm) DO (mg/L) Turbidity (NTU) 06/30/11 19.5 5.24 220 0.079 0.7 NM 09/29/11 21.2 5.51 159 0.071 0.9 NM 12/20/11 17.4 5.37 171 0.075 0.8 NM 03/29/12 16.8 5.52 230 0.072 4.8 NM 06/28/12 20.3 5.10 151 0.064 1.6 NM 09/26/12 21.4 4.80 169 0.101 7.7 NM 12/03/12 17.0 5.90 198 0.081 4.8 NM 06/28/13 19.1 5.30 185 0.078 3.0 NM 12/30/13 18.6 5.40 185 0.075 2.0 NM 06/27/14 20.0 5.00 160 0.060 1.5 NM 12/30/14 18.7 5.40 182 0.073 2.8 NM 06/12/15 19.6 5.90 141 0.068 1.8 NM 09/17/15 19.3 5.13 70 0.040 9.6 NM 12/17/15 18.5 5.04 169 0.085 2.9 NM 03/09/16 16.7 4.67 2 0.093 4.8 NM 06/21/16 19.0 5.86 95 0.090 2.4 NM 09/29/16 22.9 5.10 110 0.066 1.6 NM 12/20/16 19.5 5.14 78 0.101 1.6 NM 03/21/17 17.4 5.26 58 0.107 4.3 NM 06/13/17 19.5 4.52 122 0.092 3.1 86 09/20/17 21.3 5.10 89.4 0.0868 1.69 62.8 12/05/17 20.3 5.48 57.9 0.1382 4.55 86 03/27/18 15.4 5.78 72.5 0.0870 4.78 103 06/07/18 17.9 5.37 105.4 96.9 1.78 117 09/11/18 24.5 5.15 159.1 0.0986 2.12 63.9 12/18/18 17.0 5.79 142.1 0.0831 4.60 101 03/13/19 17.3 5.70 115.1 86.1 2.14 45.8 06/12/19 18.6 6.53 85.4 72.4 5.16 NM 09/11/19 22.9 5.03 -23.6 129.2 1.31 NM 12/20/19 18.2 5.67 30.7 117.4 2.16 102 03/04/20 16.4 5.66 89.1 0.114 2.60 192 06/03/20 23.65 5.51 104.4 0.100 1.77 96.0 09/14/20 23.0 5.94 51.6 0.1716 1.03 105.6 12/09/20 17.64 5.78 39.0 0.189 1.73 355 3/30/2021 15.2 6.25 93.1 0.0624 5.10 218 6/24/2021 18.32 5.87 -169.4 0.177 NM 115 9/23/2021 20.1 5.62 131.9 0.1241 1.92 21.1 12/14/2021 19.1 6.10 231.8 0.2752 3.07 88.2 3/29/2022 16.0 5.42 289.3 0.1591 2.87 82.2 6/16/2022 18.7 6.01 342.1 0.1855 1.61 65.6 06/30/11 19.9 6.29 202 0.037 3.6 62.8 09/29/11 21.0 6.20 190 0.069 4.2 NM 12/20/11 16.9 6.80 186 0.041 5.5 NM 03/29/12 15.2 5.83 207 0.039 5.5 NM 06/28/12 20.2 6.60 -32 0.087 5.2 NM 09/26/12 19.7 5.00 151 0.051 5.5 NM 12/03/12 16.2 5.90 175 0.042 5.4 NM 06/28/13 18.4 6.10 154 0.052 5.0 NM 12/30/13 18.3 6.40 133 0.052 4.9 NM 06/27/14 19.7 6.50 -25 0.091 4.2 NM 12/30/14 18.2 6.20 109 0.059 4.9 NM 06/12/15 19.7 6.60 -8 0.087 2.7 NM 12/17/15 NM NM NM NM 3.2 NM 03/09/15 NM NM NM NM 4.3 NM 06/21/16 NM NM NM NM 0.9 NM 12/20/16 NM NM NM NM 2.9 NM 03/21/17 15.8 6.30 120 0.033 6.51 NM 06/13/17 NM NM NM NM 3.11 NM 12/05/17 NM NM NM NM 2.52 NM 12/18/18 NM NM NM NM 2.63 NM 03/04/20 NM NM NM NM 2.04 NM 06/03/20 NM NM NM NM 3.22 NM 09/14/20 NM NM NM NM 1.31 NM 12/09/20 NM NM NM NM 2.90 NM 03/29/22 NM NM NM NM 2.75 NM 06/16/22 NM NM NM NM 2.83 NM MW-13 DPE-11 Page 2 of 3 TABLE 5 NATURAL ATTENUATION PARAMETER DATA FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM 6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, NORTH CAROLINA INCIDENT NO. 7706 Well I.D.Sample Date Temperature (° Celcius) pH (std. Units) ORP (mV) Cond. (mS/cm) DO (mg/L) Turbidity (NTU) 06/30/11 20.7 6.87 103 0.310 0.2 NM 09/29/11 20.6 6.50 100 0.418 0.4 NM 12/20/11 17.2 6.40 97 0.487 0.3 NM 03/29/12 15.8 6.51 177 0.347 4.9 NM 06/28/12 21.6 6.70 10 0.324 1.5 NM 09/26/12 20.9 5.60 4 0.309 5.0 NM 12/03/12 16.3 6.60 3 0.332 4.9 NM 06/28/13 19.0 6.50 71 0.361 2.5 NM 12/30/13 19.0 6.64 53 0.363 1.7 NM 06/27/14 21.3 6.60 15 0.320 1.6 NM 12/30/14 18.9 6.60 36 0.344 2.7 NM 06/12/15 19.1 6.70 7 0.342 1.7 NM 12/17/15 NM NM NM NM 2.0 NM 03/09/16 NM NM NM NM 5.3 NM 06/21/16 NM NM NM NM 0.79 NM 12/20/16 NM NM NM NM 1.75 NM 03/21/17 15.7 7.40 93 0.137 10.82 NM 06/13/17 NM NM NM NM 1.58 NM 12/05/17 NM NM NM NM 1.22 NM 12/18/18 NM NM NM NM 5.63 NM 03/04/20 NM NM NM NM 0.10 NM 06/03/20 NM NM NM NM 1.25 NM 09/14/20 NM NM NM NM 0.48 NM 12/09/20 NM NM NM NM 0.21 NM 03/29/22 NM NM NM NM 1.14 NM 06/16/22 NM NM NM NM 1.90 NM 06/30/11 21.9 4.44 305 0.027 4.8 NM 09/29/11 20.1 4.60 291 0.053 5.2 NM 12/20/11 16.8 4.60 278 0.032 4.1 NM 03/29/12 17.4 5.13 253 0.029 3.8 NM 06/28/12 20.1 4.50 183 0.022 1.4 NM 09/26/12 21.8 4.50 217 0.036 5.6 NM 12/03/12 17.0 5.30 204 0.029 4.2 NM 06/28/13 19.3 4.70 247 0.033 4.2 NM 12/30/13 19.0 4.71 243 0.028 3.6 NM 06/27/14 20.0 4.80 176 0.018 1.6 NM 12/30/14 18.8 4.90 217 0.027 3.4 NM 06/12/15 20.0 5.40 151 0.010 1.4 NM 12/17/15 NM NM NM NM 4.3 NM 03/09/16 NM NM NM NM 2.6 NM 06/21/16 NM NM NM NM 1.26 NM 12/20/16 NM NM NM NM 4.03 NM 03/21/17 19.6 4.42 199 0.021 4.31 NM 06/13/17 NM NM NM NM 0.72 NM 12/05/17 NM NM NM NM 1.13 NM 12/18/18 NM NM NM NM 1.52 NM 03/04/20 NM NM NM NM 0.56 NM 06/03/20 NM NM NM NM 1.31 NM 09/14/20 NM NM NM NM 0.48 NM 12/09/20 NM NM NM NM 2.08 NM 03/29/22 NM NM NM NM 1.99 NM 06/16/22 NM NM NM NM 1.52 NM 06/30/11 21.5 8.09 -15 0.286 0.4 NM 09/29/11 21.1 7.80 -16 0.525 0.5 NM 12/20/11 17.1 7.90 -15 0.396 0.4 NM 03/29/12 15.3 6.11 203 0.413 3.7 NM 06/28/12 22.8 6.53 65 0.332 1.6 NM 09/26/12 20.7 4.80 193 0.248 6.7 NM 12/03/12 15.9 6.20 198 0.246 4.0 NM 06/28/13 19.2 6.80 88 0.349 2.5 NM 12/30/13 19.3 7.18 58 0.315 1.6 NM 06/27/14 22.5 6.60 72 0.347 1.7 NM 12/30/14 19.2 6.70 104 3.000 2.4 NM 06/12/15 20.1 6.70 84 0.361 1.4 NM 12/17/15 NM NM NM NM 8.3 NM 03/09/16 NM NM NM NM 5.0 NM 06/21/16 NM NM NM NM 3.1 NM 12/20/16 NM NM NM NM 0.8 NM 03/21/17 15.2 5.20 164 0.273 3.76 NM 06/13/17 NM NM NM NM 1.34 NM 12/05/17 NM NM NM NM 3.98 NM 12/18/18 NM NM NM NM 1.13 NM 03/04/20 NM NM NM NM 0.09 NM 06/03/20 NM NM NM NM 1.53 NM 09/14/20 NM NM NM NM 0.29 NM 12/09/20 NM NM NM NM 0.83 NM 03/29/22 NM NM NM NM 0.99 NM 06/16/22 NM NM NM NM 1.58 NM Notes: 1. DO - Dissolved oxygen 2. ORP - Oxygen reduction potential 3. mg/L - Milligrams per liter 4. mS/cm - milliSiemens per centimeter 5. mV - millivolts 6. NM - Not Measured DPE-20 DPE-22 DPE-14 Page 3 of 3 Former ConocoPhillips Terminal No. 33441 (RM #6578) August 1, 2022 ATC Project No. P666578109 Phillips 66 Company FIGURES TOPOGRAPHIC MAP 1"= 2,000' 1 Project Number: Date:Scale: Drawing File: Figure: App'd By: Drn. By: Ckd. By: N H:\2021\OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\FORMER CONOCO #6578\P666578701-VIC.DWG, FIG107/26/2021 SEE LOWER LEFT FORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM #6579) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA P666578701 DH NK NK SOUTH CHIMNEY ROCK ROAD BURNT POPLAR ROADINTE R S T A T E I - 7 3 LEGEND:SITE PROPERTY LINENOTE: ALL LOCATIONS ARE APPROXIMATEPARCEL LINELONG BRANCHTANK4XXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X XXXXXXXX X X X XX X X XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXX TANK3TANK9TANK1TANK2TANK5TANK6TANK7TANK8STORMWATERPONDMW-1DW-1MW-2MW-3MW-4MW-5MW-6MW-15MW-14MW-9MW-7MW-13MW-12MW-8MW-16MW-10MW-11AI-1AI-4AI-2AI-3DW-3DW-5DW-4DPE-3DPE-2DW-2DPE-7DPE-17DPE-12DPE-13DPE-15DPE-23DPE-22DPE-21DPE-20DPE-19DPE-18DPE-9DPE-11DPE-10DPE-8DPE-6DPE-16DPE-1DPE-14SCALE: 1" = 100'1000251005075NAIR SPARGESYSTEMFUEL OILTANKMW-1TYPE II MONITORING WELLWell IdentificationMW-4DW-1TYPE III MONITORING WELLWell IdentificationABANDONED MONITORING WELLWell IdentificationDPE-15AI-1AIR SPARGE WELLWell IdentificationAIR INJECTION WELLWell IdentificationDPE-6MONITORING WELL / FORMERDUAL-PHASE EXTRATION WELLWell IdentificationXXFENCEFigure:Drawing File: Project Number: Ckd. By: Drn. By: App'd By: Ckd. Date:Scale:Date:H:\2021\OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\FORMER CONOCO #6578\P666578701-SITE.DWG, FIG2 SITE MAP07/26/2021SEE LOWER LEFTFORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM #6579) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA P666578701AS SHOWNDH NK2NOTES: 1.Features shown are not an authoritative location, nor are they presented to a stated accuracy. COORDINATE SYSTEM: NAD 1983 NORTH CAROLINA STATE PLANE FIPS 3200, US SURVEY FEET SOUT H C H I M N E Y R O C K R O A DBURNT POPLAR ROADINTE R S T A T E I - 7 3 50SCALE: 1" = 200'2000100150200NLEGEND:SITE PROPERTY LINENOTE: ALL LOCATIONS ARE APPROXIMATEPARCEL LINELONG BRANCHON-SITERETENTION PONDSITE500 FT.RADIUS1,000 FT.RADIUSFigure:Drawing File: Project Number: Ckd. By: Drn. By: App'd By: Ckd. Date:Scale:Date:H:\2021\OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\FORMER CONOCO #6578\P666578701-WSW.DWG, FIG3 POTENTIAL RECEPTOR MAP07/26/2021SEE LOWER LEFTFORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM #6579) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA P666578701AS SHOWNDH NK3NOTES: 1.Features shown are not an authoritative location, nor are they presented to a stated accuracy. COORDINATE SYSTEM: NAD 1983 NORTH CAROLINA STATE PLANE FIPS 3200, US SURVEY FEET SOUTH CHIMNEY ROCK ROAD BURNT POPLAR ROADINTE R S T A T E I - 7 3 LEGEND:SITE PROPERTY LINENOTE: ALL LOCATIONS ARE APPROXIMATEPARCEL LINELONG BRANCHTANK4XXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X XXXXXXXX X X X XX X X XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXX TANK3TANK9TANK1TANK2TANK5TANK6TANK7TANK8STORMWATERPONDMW-1DW-1*MW-2MW-3MW-4MW-5MW-6MW-15MW-14MW-9MW-7MW-13MW-12*MW-8*MW-16MW-10MW-11AI-1AI-4AI-2AI-3DW-3DW-5DW-4DPE-3DPE-2DW-2DPE-7DPE-17DPE-12DPE-13DPE-15DPE-23DPE-22DPE-21DPE-20DPE-19DPE-18DPE-9DPE-11DPE-10DPE-8DPE-6DPE-16DPE-1DPE-14AIR SPARGESYSTEMFUEL OILTANKMW-4DW-1TYPE III MONITORING WELLWell IdentificationABANDONED MONITORING WELLWell IdentificationDPE-15AI-1AIR SPARGE WELLWell IdentificationAIR INJECTION WELLWell IdentificationDPE-6MONITORING WELL / FORMERDUAL-PHASE EXTRATION WELLWell IdentificationXXFENCE911GROUNDWATER ELEVATION CONTOUR(DASHED WHERE INFERRED)GROUNDWATER FLOW DIRECTIONMW-2910.18MONITORING WELLWell IdentificationRelative Groundwater Elevation (ft)912.79912.42910.71905.39905.99907.60910.76909.16912.29908.52912.52912.29911.32911.34911.08912.57910.49910.96910.68913.55913.42913.19NMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNM91 3 9 1 2 9119 1 0 909908907906Figure:Drawing File: Project Number: Ckd. By: Drn. By: App'd By: Ckd. Date:Scale:Date:H:\2022\1 OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\FORMER CONOCO #6578\P666578109-POT.DWG, FIG4 GROUNDWATER ELEVATION CONTOUR MAP07/29/2022SEE LOWER LEFTFORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM #6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA P666578109AS SHOWNDH CL4NOTES: 1.Features shown are not an authoritative location, nor are they presented to a stated accuracy. 2.NM = Not Measured 3.Groundwater measured on June 16, 2022 4.* = DW-1, MW-8, and MW-12 were not included in the construction of the groundwater contours. COORDINATE SYSTEM: NAD 1983 NORTH CAROLINA STATE PLANE FIPS 3200, US SURVEY FEETSCALE: 1" = 100'1000251005075N SOUTH CHIMNEY ROCK ROAD BURNT POPLAR ROADINTE R S T A T E I - 7 3 LEGEND:SITE PROPERTY LINENOTE: ALL LOCATIONS ARE APPROXIMATEPARCEL LINELONG BRANCHTANK4XXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X XXXXXXXX X X X XX X X XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXX TANK3TANK9TANK1TANK2TANK5TANK6TANK7TANK8STORMWATERPONDMW-1DW-1MW-2MW-3MW-4MW-5MW-6MW-15MW-14MW-9MW-7MW-13MW-12MW-8MW-16MW-10MW-11AI-1AI-4AI-2AI-3DW-3DW-5DW-4DPE-3DPE-2DW-2DPE-7DPE-17DPE-12DPE-13DPE-15DPE-23DPE-22DPE-21DPE-20 DPE-19DPE-18DPE-9DPE-11DPE-10DPE-8DPE-6DPE-16DPE-1DPE-14SCALE: 1" = 100'1000251005075NAIR SPARGESYSTEMFUEL OILTANKMW-4DW-1TYPE III MONITORING WELLWell IdentificationABANDONED MONITORING WELLWell IdentificationDPE-15AI-1AIR SPARGE WELLWell IdentificationAIR INJECTION WELLWell IdentificationDPE-6MONITORING WELL / FORMERDUAL-PHASE EXTRATION WELLWell IdentificationXXFENCE100DISSOLVED BENZENE ISOCONCENTRATIONCONTOUR (DASHED WHERE INFERRED) (µg/L)MW-1212.4MONITORING WELLWell IdentificationDissolved Benzene Concentration (µg/L)<1.0162<1.01001Figure:Drawing File: Project Number: Ckd. By: Drn. By: App'd By: Ckd. Date:Scale:Date:H:\2022\1 OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\FORMER CONOCO #6578\P666578109-BENZ.DWG, FIG5 DISSOLVED BENZENE ISOCONCENTRATION CONTOUR07/27/2022SEE LOWER LEFTFORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM #6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA P666578109AS SHOWNDH CL5NOTES: 1.Features shown are not an authoritative location, nor are they presented to a stated accuracy. 2.Groundwater samples collected on June 16, 2022. 3.Groundwater samples are reported in micrograms per liter (µg/L). COORDINATE SYSTEM: NAD 1983 NORTH CAROLINA STATE PLANE FIPS 3200, US SURVEY FEET SOUTH CHIMNEY ROCK ROAD BURNT POPLAR ROADINTE R S T A T E I - 7 3 LEGEND:SITE PROPERTY LINENOTE: ALL LOCATIONS ARE APPROXIMATEPARCEL LINELONG BRANCHTANK4XXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X XXXXXXXX X X X XX X X XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXX TANK3TANK9TANK1TANK2TANK5TANK6TANK7TANK8STORMWATERPONDMW-1DW-1MW-2MW-3MW-4MW-5MW-6MW-15MW-14MW-9MW-7MW-13MW-12MW-8MW-16MW-10MW-11AI-1AI-4AI-2AI-3DW-3DW-5DW-4DPE-3DPE-2DW-2DPE-7DPE-17DPE-12DPE-13DPE-15DPE-23DPE-22DPE-21DPE-20DPE-19DPE-18DPE-9DPE-11DPE-10DPE-8DPE-6DPE-16DPE-1DPE-14SCALE: 1" = 100'1000251005075NAIR SPARGESYSTEMFUEL OILTANKMW-4DW-1TYPE III MONITORING WELLWell IdentificationABANDONED MONITORING WELLWell IdentificationDPE-15AI-1AIR SPARGE WELLWell IdentificationAIR INJECTION WELLWell IdentificationDPE-6MONITORING WELL / FORMERDUAL-PHASE EXTRATION WELLWell IdentificationXXFENCE20DISSOLVED MTBE ISOCONCENTRATIONCONTOUR (DASHED WHERE INFERRED) (µg/L)MW-1247.8MONITORING WELLWell IdentificationDissolved MTBE Concentration (µg/L)32.841.9<1.020Figure:Drawing File: Project Number: Ckd. By: Drn. By: App'd By: Ckd. Date:Scale:Date:H:\2022\1 OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\FORMER CONOCO #6578\P666578109-MTBE.DWG, FIG6 DISSOLVED MBTE ISOCONCENTRATION CONTOUR07/27/2022SEE LOWER LEFTFORMER CONOCOPHILLIPS TERMINAL NO. 33441 (RM #6578) 115 SOUTH CHIMNEY ROCK ROAD GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA P666578109AS SHOWNDH CL6NOTES: 1.Features shown are not an authoritative location, nor are they presented to a stated accuracy. 2.Groundwater samples collected on June 24, 2021. 3.Groundwater samples are reported in micrograms per liter (µg/L). COORDINATE SYSTEM: NAD 1983 NORTH CAROLINA STATE PLANE FIPS 3200, US SURVEY FEET Former ConocoPhillips Terminal No. 33441 (RM #6578) August 1, 2022 ATC Project No. P666578109 Phillips 66 Company APPENDIX A LABORATORY ANALYTICAL RESULTS 07/05/22 Technical Report for Atlas RM#6578(ATCPSIX), 115 South Chimney Rock Rd, Greensboro, NC P666578109 SGS Job Number: LA80034 Sampling Date: 06/16/22 Report to: ATC Group Services LLC. 2725 East Millbrook Road Suite 121 Raleigh, NC 27604 gabe.araos@oneatlas.com; rick.kleinfelter@atcgs.com ATTN: Gabe Araos 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: Ron Benjamin 337-237-4775 Ron Benjamin Lab Director Scott, LA 07/05/22 e-Hardcopy 2.0 Automated Report 16 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 16 LA80034 Table of Contents -1- Sections: Section 1: Sample Summary ...................................................................................................3 Section 2: Summary of Hits ....................................................................................................4 Section 3: Sample Results ........................................................................................................5 3.1: LA80034-1: MW-11 .....................................................................................................6 3.2: LA80034-2: MW-12 .....................................................................................................7 3.3: LA80034-3: MW-13 .....................................................................................................8 Section 4: Misc. Forms ............................................................................................................9 4.1: Chain of Custody ...........................................................................................................10 Section 5: MS Volatiles - QC Data Summaries .....................................................................13 5.1: Method Blank Summary ................................................................................................14 5.2: Blank Spike/Blank Spike Duplicate Summary ..............................................................15 5.3: Matrix Spike/Matrix Spike Duplicate Summary ...........................................................16 123452 of 16 LA80034 SGS North America Inc. Sample Summary Atlas Job No:LA80034 RM#6578(ATCPSIX), 115 South Chimney Rock Rd, Greensboro, NC Project No: P666578109 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 LA80034-1 06/16/22 12:00 CH 06/21/22 AQ Ground Water MW-11 LA80034-2 06/16/22 12:30 CH 06/21/22 AQ Ground Water MW-12 LA80034-3 06/16/22 11:30 CH 06/21/22 AQ Ground Water MW-13 3 of 16 LA800341 Summary of Hits Page 1 of 1 Job Number:LA80034 Account:Atlas Project:RM#6578(ATCPSIX), 115 South Chimney Rock Rd, Greensboro, NC Collected:06/16/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method LA80034-1 MW-11 Methyl Tert Butyl Ether 32.8 1.0 0.21 ug/l SW846 8260B LA80034-2 MW-12 Benzene 162 1.0 0.23 ug/l SW846 8260B Toluene 0.36 J 1.0 0.23 ug/l SW846 8260B Ethylbenzene 21.3 1.0 0.23 ug/l SW846 8260B Xylene (total)5.9 2.0 0.39 ug/l SW846 8260B Methyl Tert Butyl Ether 41.9 1.0 0.21 ug/l SW846 8260B LA80034-3 MW-13 No hits reported in this sample. 4 of 16 LA800342 SGS North America Inc. Sample Results Report of Analysis Scott, LA Section 3 5 of 16 LA800343 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-11 Lab Sample ID:LA80034-1 Date Sampled:06/16/22 Matrix:AQ - Ground Water Date Received:06/21/22 Method:SW846 8260B Percent Solids:n/a Project:RM#6578(ATCPSIX), 115 South Chimney Rock Rd, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1E0092632.D 1 06/29/22 02:55 JY n/a n/a V1E4276 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 32.8 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 6 of 16 LA8003433.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-12 Lab Sample ID:LA80034-2 Date Sampled:06/16/22 Matrix:AQ - Ground Water Date Received:06/21/22 Method:SW846 8260B Percent Solids:n/a Project:RM#6578(ATCPSIX), 115 South Chimney Rock Rd, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1E0092634.D 1 06/29/22 03:23 JY n/a n/a V1E4276 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 162 1.0 0.23 ug/l 108-88-3 Toluene 0.36 1.0 0.23 ug/l J 100-41-4 Ethylbenzene 21.3 1.0 0.23 ug/l 1330-20-7 Xylene (total)5.9 2.0 0.39 ug/l 1634-04-4 Methyl Tert Butyl Ether 41.9 1.0 0.21 ug/l CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits 17060-07-0 1,2-Dichloroethane-D4 102%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 7 of 16 LA8003433.2 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-13 Lab Sample ID:LA80034-3 Date Sampled:06/16/22 Matrix:AQ - Ground Water Date Received:06/21/22 Method:SW846 8260B Percent Solids:n/a Project:RM#6578(ATCPSIX), 115 South Chimney Rock Rd, Greensboro, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 1E0092636.D 1 06/29/22 03:52 JY n/a n/a V1E4276 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 102%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 8 of 16 LA8003433.3 SGS North America Inc. Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Scott, LA Section 4 9 of 16 LA800344 LA80034: Chain of Custody Page 1 of 3 10 of 16 LA8003444.1 LA80034: Chain of Custody Page 2 of 3 11 of 16 LA8003444.1 SGS Sample Receipt Summary Job Number:LA80034 Client:ATC ASSOCIATES Date / Time Received:6/21/2022 9:30:00 AM Delivery Method:FedEx Project:RM 6578 4. No. Coolers:1 Airbill #'s:5707 9049 7490 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: IR002; 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: (1.2/1); LA80034: Chain of Custody Page 3 of 3 12 of 16 LA8003444.1 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 Scott, LA Section 5 13 of 16 LA800345 Method Blank Summary Page 1 of 1 Job Number:LA80034 Account:ATCNCR Atlas Project:RM#6578(ATCPSIX), 115 South Chimney Rock Rd, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1E4276-MB1 1E0092616.D 1 06/28/22 JY n/a n/a V1E4276 The QC reported here applies to the following samples:Method: SW846 8260B LA80034-1, LA80034-2, LA80034-3 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 92%75-130% 2037-26-5 Toluene-D8 102%85-110% 460-00-4 4-Bromofluorobenzene 97%86-115% 14 of 16 LA8003455.1.1 Blank Spike/Blank Spike Duplicate Summary Page 1 of 1 Job Number:LA80034 Account:ATCNCR Atlas Project:RM#6578(ATCPSIX), 115 South Chimney Rock Rd, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V1E4276-BS1 1E0092612.D 1 06/28/22 JY n/a n/a V1E4276 V1E4276-BSD1 1E0092614.D 1 06/28/22 JY n/a n/a V1E4276 The QC reported here applies to the following samples:Method: SW846 8260B LA80034-1, LA80034-2, LA80034-3 Spike BSP BSP BSD BSD Limits CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD 71-43-2 Benzene 20 19.2 96 19.3 97 1 79-125/14 100-41-4 Ethylbenzene 20 19.4 97 19.9 100 3 78-126/15 1634-04-4 Methyl Tert Butyl Ether 20 19.8 99 20.0 100 1 71-132/15 108-88-3 Toluene 20 19.2 96 19.4 97 1 77-120/15 1330-20-7 Xylene (total)60 58.6 98 60.0 100 2 79-124/15 CAS No.Surrogate Recoveries BSP BSD Limits 17060-07-0 1,2-Dichloroethane-D4 95%93%75-130% 2037-26-5 Toluene-D8 99%99%85-110% 460-00-4 4-Bromofluorobenzene 100%99%86-115% * = Outside of Control Limits. 15 of 16 LA8003455.2.1 Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 1 Job Number:LA80034 Account:ATCNCR Atlas Project:RM#6578(ATCPSIX), 115 South Chimney Rock Rd, Greensboro, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch LA79961-17MS 1E0092652.D 200 06/29/22 JY n/a n/a V1E4276 LA79961-17MSD 1E0092654.D 200 06/29/22 JY n/a n/a V1E4276 LA79961-17 a 1E0092650.D 1 06/29/22 JY n/a n/a V1E4276 The QC reported here applies to the following samples:Method: SW846 8260B LA80034-1, LA80034-2, LA80034-3 LA79961-17 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 1.3 4000 4240 106 4000 4120 103 3 55-148/22 100-41-4 Ethylbenzene ND 4000 4050 101 4000 4050 101 0 58-145/22 1634-04-4 Methyl Tert Butyl Ether ND 4000 4060 102 4000 4010 100 1 59-145/26 108-88-3 Toluene 0.85 4000 4130 103 4000 4060 101 2 58-138/23 1330-20-7 Xylene (total)ND 12000 12200 102 12000 12100 101 1 61-141/23 CAS No.Surrogate Recoveries MS MSD LA79961-17 Limits 17060-07-0 1,2-Dichloroethane-D4 92%91%94%75-130% 2037-26-5 Toluene-D8 98%98%101%85-110% 460-00-4 4-Bromofluorobenzene 98%98%98%86-115% (a) rr f/d, pco 5x Sample used for QC purposes only. * = Outside of Control Limits. 16 of 16 LA8003455.3.1 Former ConocoPhillips Terminal No. 33441 (RM #6578) August 1, 2022 ATC Project No. P666578109 Phillips 66 Company APPENDIX B CONCENTRATION VERSUS TIME GRAPHS Page 1 of 1 890.00 895.00 900.00 905.00 910.00 915.00 920.00 0 200 400 600 800 1000 1200 1400 1600 Concentration (µg/L)Date MW-11 Concentration vs. Time Graph / Groundwater Elevation vs. Time Graph MTBE Groundwater Elevation GroundwaterElevation (feet) Page 1 of 1 890.00 895.00 900.00 905.00 910.00 915.00 920.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 Concentration (µg/L)Date MW-12 Concentration vs. Time Graph / Groundwater Elevation vs. Time Graph Benzene MTBE Groundwater Elevation GroundwaterElevation (feet)ORS SOCK INSTALLATION Page 1 of 1 890.00 895.00 900.00 905.00 910.00 915.00 920.00 0.00 200.00 400.00 600.00 800.00 1000.00 Concentration (µg/L)Date MW-13 Concentration vs. Time Graph / Groundwater Elevation vs. Time Graph Benzene MTBE Groundwater Elevation GroundwaterElevation (feet)