gauging of site monitoring wells MW-1, MW-2 and MW-3 was completed on October 25, 2018 (tank field observation pipes were gauged as dry this day);

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1 November 28, 2018 Ms. Susan Bull Oil Control Program Maryland Department of the Environment 1800 Washington Blvd, Suite 620 Baltimore, Maryland 212 RE: SECOND SEMI-ANNUAL 2018 MONITORING REPORT MDE Case No HA High s Store No Norrisville Road, Jarrettsville, Harford County, Maryland Facility ID No Dear Ms. Bull: Groundwater & Environmental Services, Inc. (GES), on behalf of High s of Baltimore, LLC (High s), is pleased to submit the attached Second Semi-Annual 2018 Monitoring Report for the above mentioned facility. For the Second Semi-Annual 2018 monitoring period, the following activities were completed: gauging of site monitoring wells MW-1, MW-2 and MW-3 was completed on October 25, 2018 (tank field observation pipes were gauged as dry this day); semi-annual gauging and sampling of site couplet monitoring wells MW-4/4D, MW-5/5D and MW-6/6D were completed on October 25, 2018; quarterly sampling of the liquid granular activated carbon (LGAC) filtration system at 3914 Madonna Road was completed on August 28, 2018 (Third Quarter 2018). The homeowner did not respond to GES attempts to coordinate sampling during the October 25, 2018 sampling event and therefore, has not been sampled for the Fourth Quarter at the time of this report. GES will make an additional attempt to reach the homeowner before the end of the year. Results of the quarterly LGAC sampling will be provided to the MDE in separate correspondence, once the sampling event at 3914 Madonna Road. can be coordinated and completed; quarterly sampling of the LGAC filtration system at 3921 Greenpeak Road was completed on July 31 and October 24, 2018 and; quarterly sampling of the residential potable well at 3922 Greenpeak Road was completed on July 31 and October 24, On December 8, 2016, GES submitted the Second Semi-Annual 2016 Monitoring and Conceptual Site Model Report for the case. Based on the analysis presented in the Conceptual Site Model (CSM), GES concluded that impacts of methyl tert-butyl ether (MTBE) currently identified in select potable wells within the community of Charbonnet/Madonna, as associated to MDE Case No HA, are most likely sourced from historical petroleum releases originating from the Maryland Department of Natural Resources (DNR) Madonna Ranger station property located at 3919 Madonna Road. During June 2017, the MDE, in conjunction with the Harford County Health Department (HCHD), 1350 Blair Drive, Suite A, Odenton, MD

2 Ms. Susan Bull OCP Case# HA November 28, 2018 Page 2 of 2 conducted additional potable water sampling in the community of Charbonnet/Madonna. GES was provided the analytical results from the investigation, and has incorporated the data into the Historical Potable Well Analytical Data Summary attached to this correspondence as Table 2. On December , the MDE issued correspondence to High s which included a directive to work in cooperation with the DNR to initiate routine sampling at several additional potable well locations in the community of Charbonnet/Madonna. GES was informed by our client that attempts were made to contact DNR who was unresponsive to the attempted communication. In April 2018, High s was provided a February 28, 2018 DNR report indicating the DNR s position that the former LUST cases associated to the DNR Madonna Ranger Station (located at 3919 Madonna Rd.), were not the source of historical potable well impacts determined within the community of Charbonnet/Madonna. At High s request, GES reviewed the DNR report and concluded that the report was deficient in its presentation of a CSM explaining the distribution of MTBE within the community as sourced exclusively from the High s site. Therefore, due to DNR s failure to communicate with High s, and their position that they are not a Responsible Party, High s cannot in good faith proceed with the expanded sampling requested from MDE. High s is not in agreement with the MDE s December 13, 2017 directive for additional potable sampling. However, in order to protect and serve the citizens of the local community, an obligation DNR has decided to disregard, Highs has elected, to continue sampling the potable locations (and frequency) noted in the prior MDE directive for LUST # HA issued to High s on May 16, If you have any questions or would like additional information, please contact the undersigned at (800) , extension 3726 or Herb Meade at (410) Sincerely, Peter Reichardt Project Manager Enclosure c: Susan Bull MDE (2 additional copies & CD) Herb Meade High s of Baltimore (e-copy) Julie Mackert (Harford County Health Dept.) File GES, MD (PSID ) 1350 Blair Drive, Suite A, Odenton, MD

3 Second Semi-annual 2018 Monitoring Report High s Store No Norrisville Rd, Madonna, MD MDE Case # HA November 28, 2018 Consultant Contact: Client Contact: Pete Reichardt, Groundwater & Environmental Services, Inc. (GES) Herb Meade, High s of Baltimore Site Use: Active commercial store and service station that operates one 10,000- gallon gasoline, two 8,000-gallon gasoline, and one 10,000-gallon compartmentalized diesel/kerosene. Surrounding Area: Sensitive Receptors: Date of Most Recent Regulatory Correspondence: Residential and commercial Potable Wells: This site is served by one onsite supply well. The surrounding commercial and residential properties are all served by potable wells. Schools/Daycare/Hospitals: None Surface Water/Wetlands: None December 13, 2017 HISTORICAL ACTIVITY SUMMARY 1992 Four underground storage tanks (UST) were installed: one 10,000-gallon gasoline, two 8,000-gallon gasoline, and one 10,000-gallon compartmentalized diesel/kerosene. 6/2005 Three monitoring wells were installed pursuant to the new MTBE emergency regulations (COMAR ). 9/28/05 The MDE-OCP received electronic notification from High s consultants of preliminary groundwater sampling data collected at 18 facilities operated by High s of Baltimore. The preliminary data included sampling results for the onsite drinking water well and monitoring well network located at Madonna High s No //05 The MDE-OCP issued a directive letter to High s requiring to perform UST vapor leak testing, UST system self-audit, conduct semiannual sampling of all monitoring wells and tank field monitoring pipes, conduct semiannual sampling of the onsite supply well and perform a half-mile drinking water well survey. 1/24/06 The MDE-OCP received the storage system test results, well receptor survey, and well sampling results. 2/08/06 The MDE-OCP received additional well receptor survey information. 11/13/06 The MDE-OCP received the storage system test results. 2/5/07 The MDE-OCP issues Official Notice requiring UST inspection by certified UST inspector within days. 3/16/07 The MDE-OCP received the results of the spill basin and containment sump testing, performed 07/21/06. All spill basins and containment sumps passed. 12/24/07 The MDE-OCP received the results of the spill basin performed 12/20/07. All spill basins passed. 6/27/08 High s of Baltimore submits correspondence titled Request for Reduction of Sampling Parameters to MDE-OCP. 1

4 Second Semi-annual 2018 Monitoring Report High s Store No Norrisville Rd, Madonna, MD MDE Case # HA November 28, 2018 HISTORICAL ACTIVITY SUMMARY (CONT.) 7/18/08 Based on the results in Adjacent Well Sampling Event, the MDE-OCP required that a granular activated carbon (GAC) filtration system be installed at 3914 Madonna Rd by August /8/08 The MDE-OCP issues correspondence titled Reduction in Sampling Parameters Denied. 3/24/09 The MDE-OCP issues Request for Subsurface Investigation directive to the DNR Ranger Station facility located at 3919 Madonna Rd, Jarrettsville, MD. 1/7/10 The MDE-OCP issues Official Notice requiring UST inspection by certified UST inspector within days. 6/22/10 The MDE-OCP issues correspondence to the 3919 Madonna Rd DNR Ranger Facility requesting an additional monitoring well at the property. 12/13/10 The MDE-OCP issues a Site Status Letter regarding determinations made from recent investigations at both the High s Store #1 and the 3919 Madonna Rd DNR Ranger Station. High s of Baltimore identified as responsible party for petroleum impacts at the 3914 and 3922 Madonna Rd and 3922 Greenpeak Rd properties. 4/2011 The Harford County Health Department collects additional water samples in the area including the 3921 Greenpeak Rd residence. 5/17/11 MDE grants Freedom of Information Act (FOIA) request to Nutshell Enterprises, regarding the Madonna Rd State Tower (DNR Ranger facility). 2/17/12 The MDE-OCP issues a Site Status Letter directing High s of Baltimore to continue the following: maintaining the GAC filtration system operation, quarterly sampling (and maintenance as needed) of the 3914 Madonna Rd carbon system, quarterly sampling at the 3921 Greenpeak Rd residence, annual sampling of the High s Store #1 onsite supply well, and semiannual sampling of the monitoring well network and tank field wells. 3/16/12 GES assumes role as environmental consultant for the project on behalf of High s of Baltimore. 5/15/12 The MDE-OCP provides clarification via correspondence regarding a required quarterly sampling frequency for the 3922 Greenpeak Rd residence. 7/23/12 A carbon change out was performed on the 3914 Madonna Rd GAC filtration unit. 5/28/13 A carbon change out was performed on the 3914 Madonna Rd GAC filtration unit. 5/27/14 A carbon change out was performed on the 3914 Madonna Rd GAC filtration unit. 8/22/14 MTBE concentrations exceeded the MDE action level of 20 ug/l at 3921 Greenpeak Rd. 9/23/14 The MDE issued a directive letter requiring the installation of a GAC filtration system at 3921 Greenpeak Rd no later than October, 2014 and to commence monthly sampling of the GAC filtration system before November 15, 2014 for a three month duration. 10/6/15 GES received acknowledgement from the MDE for its request for information under the Public Information Act (PIA) regarding potable well locations in site s local vicinity. 10//14 Signed Access Agreement received from the property owner of 3921 Greenpeak Rd. 11/11/14 GAC filtration system installed at 3921 Greenpeak Rd; monthly sampling initiated for a three-month duration (November/December/January) and then resumed to a quarterly frequency. 2/24/15 Site Investigation Work Plan submitted to MDE outlining installation of three pairs of 2- inch monitoring wells (MWs) (1 shallow and 1 deep for each MW pair). 4/17/15 Onsite meeting with High s and the MDE occurred to discuss the proposed monitoring well locations presented in the Site Investigation Work Plan. 5/28/15 MDE issues Site Investigation Work Plan approval. 2

5 Second Semi-annual 2018 Monitoring Report High s Store No Norrisville Rd, Madonna, MD MDE Case # HA November 28, 2018 HISTORICAL ACTIVITY SUMMARY (CONT.) 6/29/15 Monitoring well installations begin. 7/15/15 Monitoring well installations and developments are completed. 7//15 New monitoring wells MW-4, 4D, 5, 5D, 6 and 6D are sampled. 9/11/15 GES submits the Site Investigation Report to the MDE for the newly installed wells. 12/14/15 A carbon change out was performed on the 3914 Madonna Rd GAC filtration unit. 4/6/16 GES receives phone call from the MDE requesting an expanded volatile organic compound (VOC) results list with EPA Method /6/16 GES informs the MDE that grout settlement was noted in MW-4D by the GES technician during the semi-annual groundwater sampling event. 5/19/16 GES supervises the re-grouting of MW-4D by Allied Environmental Services. 6/2/16 GES visits the site and notes that well MW-4D grout has settled an additional few feet since the initial repair by Allied. 6/23/16 GES returns to the site and re-grout s MW-4D casing to just below grade. 8/16/16 GES returns to the Site and re-grout s MW-4D casing to just below grade. 8/16/16 GES receives Sampling Change Approval September 13, 2016 directive from the MDE, approving GES reduced target EPA VOCs list. 12/8/16 GES submits the 2 nd Semi-Annual 2016 Monitoring Report & Conceptual Site Model to the MDE. 3/21/17 A carbon change out was performed on the 3914 Madonna Rd GAC filtration unit. 5/16/17 The MDE issues Request for Continued Sampling letter dated May 16, 2017 in response to the 2 nd Semi-Annual 2016 Monitoring Report & Conceptual Site Model. 6/09/17 GES requests and is granted a two-week extension for submission of 1 st Semi-annual 2017 Monitoring Report originally due to the MDE on June 12, /22/17 GES submits the 1 st Semi-Annual 2017 Monitoring Report to the MDE. 12/8/17 GES submits the 2 nd Semi-Annual 2017 Monitoring Report to the MDE. 12/13/17 GES receives Request for Cooperative Sampling December 13, /12/18 A carbon change out was performed on the 3921 Greenpeak Rd. GAC filtration unit. 6/20/18 GES submits the 1 st Semi-Annual 2018 Monitoring Report to the MDE. REGULATORY INTERACTION Agency: Agency Contact: MDE Case #: SCHEDULE OF ROUTINE ACTIVITIES Groundwater Sampling: Sampling Frequency: Laboratory Analyses: Maryland Department of the Environment Susan Bull HA All monitoring wells and tank field wells Annually: MW-1, MW-2, MW-3 Semi-Annual: MW-4/4D, MW-5/5D and MW6/6D Full-suite volatile organic compounds (VOCs), including oxygenates and naphthalene, via EPA Method 8015 and TPH- GRO and TPH-DRO via EPA Method

6 Second Semi-annual 2018 Monitoring Report High s Store No Norrisville Rd, Madonna, MD MDE Case # HA November 28, 2018 Potable/System Sampling: LGAC System Location: Sampling Frequency: 3914 Madonna Rd.* Quarterly 3921 Greenpeak Rd. Quarterly Potable/System Sampling (cont.): Potable Well Location: Sampling Frequency: 3908 Madonna Rd. Annually 3922 Greenpeak Rd. Quarterly 3922 Madonna Rd. Annually Onsite Supply Well Sampling: Sampling Frequency: 4101 Norrisville Rd. Annually Laboratory Analyses (all potable/system samples): LGAC = Liquid granular activated carbon Target List VOCs, including oxygenates and naphthalene, via EPA Method *Note: At the time of this report, 3914 Madonna Road has not been sampled for the Fourth Quarter 2018 due to lack of response from the homeowner after multiple attempts by GES. SEMIANNUAL GROUNDWATER DATA SUMMARY Groundwater Sampling Date: October 25, 2018 # of Wells/# Sampled (including TF wells): 16/9 (TF wells not sampled due to insufficient water) Relative Groundwater Elevation Range (ft): feet (MW-6) to feet (MW-2) Maximum Benzene: Non-Detect (Reporting Limit of 0.05 µg/l) Maximum BTEX: Non-Detect (Reporting Limit of 0.23 µg/l) Maximum MTBE: 1.2 µg/l (MW-4D) Maximum TPH-DRO: 2,400 µg/l (MW-4D) Maximum TPH-GRO: Non-Detect (Reporting Limit of 11 µg/l) J = Detected between the Method Detection Limit (MDL) and Reporting Limit (RL); therefore, the result is an estimated value. µg/l = micrograms per liter FUTURE ACTIVITIES First Semi-annual Period 2019 Conduct quarterly residential potable sampling (tentatively Feb ) Continue maintenance of the LGAC filtration systems at 3914 Madonna Road and 3921 Greenpeak Road as needed. Conduct First Semi-annual 2019 groundwater monitoring event (tentatively May 2019.) Collection of annual-frequency potable samples including 4101 Norrisville Road, 3908 Madonna Road and 3922 Madonna Road during First Quarter 2019 (tentatively Feb ) 4

7 Second Semi-annual 2018 Monitoring Report High s Store No Norrisville Rd, Madonna, MD MDE Case # HA November 28, 2018 ATTACHMENTS FIGURES Figure 1 Site Location Map Figure 2 Local Area Map Figure 3 Site Map Figure 4 Groundwater Monitoring Map, Shallow Wells, October 25, 2018 Figure 5 Groundwater Monitoring Map, Deep Wells, October 25, 2018 TABLES Table 1 Table 2 Table 3 Historical Monitoring Well Analytical Data Summary Historical Potable Well Analytical Data Summary Monitoring Well Specifications Summary APPENDIX Appendix A Appendix B Laboratory Reports and Chain-of-Custody Documentation Vertical Gradient Calculations 5

8 FIGURES

9 L:\Projects\Carroll Fuel\Active\MD_Madonna _4101 Norrisville Rd_Highs\Graphics DR GR 1350 BLAIR DRIVE, SUITE A, ODENTON, MD 21113

10 Note: 1. Sample frequency is listed in parenthesis next to the address. DR GR 2

11 3

12 MW ND<0.05 ND<0.23 ND<0.05 ND<11 ND<53 MW ND<0.05 ND< J ND<11 ND<53 MW ND<0.05 ND<0.23 ND<0.05 ND<11 ND<53 MW NS NS NS NS NS Sample ID GW Elevation Benzene Total BTEX MTBE TPH-GRO TPH-DRO WELL IDENTIFICATION GROUNDWATER ELEVATION (Feet) BENZENE CONCENTRATION Total BTEX MTBE CONCENTRATION TPH-GRO CONCENTRATIONS TPH-DRO CONCENTRATIONS µg/l MICROGRAMS PER LITER BTEX BENZENE, TOLUENE, ETHYLBENZENE, XYLENES MTBE METHYL TERT-BUTYL ETHER MW NS NS NS NS NS MW NS NS NS NS NS TPH GRO ND< (#) TOTAL PHASE HYDROCARBONS GASOLINE RANGE ORGANICS WHERE AN ANALYTE IS NOT DETECTED, THE REPORTING LIMIT IS GIVEN GROUNDWATER CONTOUR INTERVAL (feet) INFERRED CONTOUR INTERVAL (feet) DRAFTED BY: AR GROUNDWATER MONITORING MAP - SHALLOW October 25, 2018 CHECKED BY: PR REVIEWED BY: PR NORTH HIGH S STORE # NORRISVILLE ROAD MADONNA, MARYLAND Groundwater & Environmental Services, Inc BLAIR DRIVE, SUITE A, ODENTON, MD SCALE IN FEET DATE FIGURE APPROXIMATE 50

13 MW-5D ND<0.05 ND< ND<11 7 MW-4D ND<0.05 ND< ND<11 2,400 MW-6D ND<0.05 ND< J ND< Sample ID GW Elevation Benzene Total BTEX MTBE TPH-GRO TPH-DRO µg/l BTEX MTBE TPH GRO ND< (#) WELL IDENTIFICATION GROUNDWATER ELEVATION (Feet) BENZENE CONCENTRATION Total BTEX MTBE CONCENTRATION TPH-GRO CONCENTRATIONS TPH-DRO CONCENTRATIONS MICROGRAMS PER LITER BENZENE, TOLUENE, ETHYLBENZENE, XYLENES METHYL TERT-BUTYL ETHER TOTAL PHASE HYDROCARBONS GASOLINE RANGE ORGANICS WHERE AN ANALYTE IS NOT DETECTED, THE REPORTING LIMIT IS GIVEN GROUNDWATER CONTOUR INTERVAL (feet) INFERRED CONTOUR INTERVAL (feet) DRAFTED BY: AR GROUNDWATER MONITORING MAP - DEEP October 25, 2018 CHECKED BY: PR REVIEWED BY: PR NORTH HIGH S STORE # NORRISVILLE ROAD MADONNA, MARYLAND Groundwater & Environmental Services, Inc BLAIR DRIVE, SUITE A, ODENTON, MD SCALE IN FEET DATE FIGURE APPROXIMATE 50

14 TABLES

15 Table 1 HISTORICAL MONITORING WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Top of Casing (ft) Depth to Water (ft) GW Elevation (ft) Depth to Bottom (Measured Depth) (ft) Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene GW Clean-up Standards* 1, , NL NL NL NL NL NL NL MW-1 07/13/ ND 2 ND ND ND<1000 ND< /28/ ND 15 ND ND ND /15/ ND ND ND ND ND /17/ ND ND ND ND ND ND /31/ ND ND ND ND ND /23/ ND ND ND ND ND ND /24/ ND ND ND ND ND // ND ND ND ND ND /20/ ND ND ND ND ND ND /01/ ND ND ND ND ND ND /31/ ND ND ND ND ND /31/ ND ND ND ND /26/ ND ND ND ND // ND ND ND /05/ ND<2 ND<2 ND ND<2 12. ND<2 200 ND<2 ND<2 5 ND<2 ND<100 ND<0 ND<2 ND<2 ND<2 02/18/ ND<1.00 ND<1.00 ND ND< ND<1.00 ND< ND<1.00 ND< ND<1.00 ND<100 ND<152 ND<1 ND<1 ND<1 08/20/ ND<1.00 ND<1.00 ND 9.94 ND< ND<1.00 ND< ND<1.00 ND< ND<1.00 ND<100 ND<0 ND<1 VC ND<1 ND<1 03/04/ ND<1.00 ND<1.00 ND<1.00 ND< ND< ND<1.00 ND< ND<1.00 ND<100 ND<150 ND<1 ND<1 ND<1 08/22/ ND<1.00 ND<1.00 ND<1.00 ND< ND< ND< ND<1.00 ND< ND<1.00 ND<100 ND<152 ND<1 ND<1 ND<1 05/26/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4.0 ND<1.00 ND<20 ND<45 ND< ND<0.2 ND< 08/20/ /21/ ND< ND< ND< ND< 4.4 ND< 1.4 ND< NA NA ND< ND<4 ND< ND<20 63 J ND< ND<0.2 ND< 04/28/ ND< ND< ND< ND< 3.8 ND< 0.5 J ND< NA NA ND< ND<4 J ND<20 ND<45 ND< ND<0.2 ND< 10/13/ ND< ND< ND< ND< 3.1 ND< 0.2 J ND< NA NA ND< ND< J ND<20 ND<45 ND< ND<0.2 ND< 04/28/ ND< ND< ND< ND< 3.5 ND< J ND< NA NA ND< ND< ND<20 ND<45 ND< ND<0.2 ND< 10/26/ ND< ND< ND< ND< 2.5 ND< ND< ND< NA NA ND< ND< ND<20 ND<45 ND< ND<0.2 ND< 05/07/ ND< ND< ND< ND< 1.5 ND< ND< ND< NA NA ND< ND< ND<20 71 J ND< ND<0.2 ND< 10/25/ Diisopropyl ether Ethyl tert-butyl ether Tert-amyl alcohol Tert-Amyl Ethyl Ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene TPH-GRO TPH-DRO Chloroform Chloromethane p-isopropyltoluene MW-2 07/13/ ND 1.00 ND ND ND<1000 ND< /28/ ND /15/ ND ND ND ND ND /17/ ND ND ND ND ND ND /31/ ND ND ND ND ND /23/ ND ND ND ND ND ND /24/ ND ND ND ND ND ND // ND ND ND ND ND ND /20/ ND ND ND ND ND ND /01/ ND ND ND ND ND ND /31/ ND ND ND ND ND ND /31/ ND ND ND ND ND ND /26/ ND ND ND ND ND ND // ND ND ND ND ND ND /05/ ND<2 ND<2 ND<2 ND< ND<2 ND<2 ND<2 ND<10 ND<2 ND<2 ND<10 ND<2 ND<100 ND<158 ND<2 ND<2 ND<2 02/18/ ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND< ND<1.00 ND<100 ND<152 ND<1 ND<1 ND<1 08/20/ ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND< ND<1.00 ND<100 ND<0 ND<1 VC ND<1 ND<1 03/04/ ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND< ND<1.00 ND<100 ND<150 ND<1 ND<1 ND<1 08/22/ ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND< ND<1.00 ND<100 ND<153 ND<1 ND<1 ND<1 05/26/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4.0 ND<1.00 ND<20 ND<45 ND< ND<0.2 ND< 08/20/ Groundwater Environmental Services, Inc. Page 1 of 5

16 Table 1 HISTORICAL MONITORING WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Top of Casing (ft) Depth to Water (ft) GW Elevation (ft) Depth to Bottom (Measured Depth) (ft) Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene GW Clean-up Standards* 1, , NL NL NL NL NL NL NL MW-2 (cont.) 10/21/ ND< ND< ND< ND< 3.5 ND< ND< ND< NA NA 0.2 J ND<4 ND< ND<20 ND<45 ND< ND<0.2 ND< 04/28/ ND< ND< ND< ND< 4.4 ND< ND< ND< NA NA 0.2 J ND<4 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/13/ ND< ND< ND< ND< 3.8 ND< ND< ND< NA NA 0.2 J ND<4.0 ND< ND<20 ND<45 ND< ND<0.2 ND< 04/28/ ND< ND< ND< ND< 3.8 ND< ND< ND< NA NA J ND<0.4 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/26/ ND< ND< ND< ND< 2.8 ND< ND< ND< NA NA ND< ND<4.1 ND< ND<20 ND<45 ND< 0.3 J ND< 05/07/ ND< ND< ND< ND< 2.2 ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 48 J ND< ND<0.2 ND< 10/25/ Diisopropyl ether Ethyl tert-butyl ether Tert-amyl alcohol Tert-Amyl Ethyl Ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene TPH-GRO TPH-DRO Chloroform Chloromethane p-isopropyltoluene MW-3 07/13/ ND 1 ND ND ND< /28/ ND /15/ ND ND ND ND ND ND /17/ ND ND ND ND ND ND /31/ ND ND ND ND ND ND /23/ ND ND ND ND ND ND /24/ ND ND ND ND ND ND // ND ND ND ND ND ND /20/ ND 7.00 ND ND ND /01/ ND ND ND ND ND ND /31/ ND ND ND ND ND ND /31/ ND ND ND ND ND ND /26/ ND ND ND ND ND ND ND // ND ND ND ND ND ND /05/ ND<2 ND<2 ND<2 ND< ND<2 ND<2 ND<2 ND<10 ND<2 ND<2 ND<10 ND<2 ND< ND<2 ND<2 ND<2 02/18/ ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND< ND<1.00 ND< ND<1 ND<1 ND<1 08/20/ ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND< ND<1.00 ND<100 ND<600 ND<1 VC ND<1 ND<1 03/04/ ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND< ND<1.00 ND<100 ND<153 ND<1 ND<1 ND<1 08/22/ ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND<1.00 ND< ND<1.00 ND<1.00 ND< ND<1.00 ND<100 ND<152 ND<1 ND<1 ND<1 05/26/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4.0 ND<1.00 ND<20 ND< J ND<0.2 ND< 08/20/ /21/ ND< ND< ND< ND< 2 ND< ND< ND< NA NA ND< ND<4 ND< ND<20 ND< J ND<0.2 ND< 04/28/ ND< ND< ND< ND< 3 ND< ND< ND< NA NA 0.2 J ND<4 ND< ND<20 ND<45 J ND<0.2 ND< 10/13/ ND< ND< ND< ND< 1.5 ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 ND< J 0.2 J ND< 04/28/ ND< ND< ND< ND< 2.5 ND< ND< ND< NA NA J ND<0.4 ND< ND<20 ND<45 J ND<0.2 ND< 10/26/ ND< ND< ND< ND< 1.9 ND< ND< ND< NA NA ND< ND<4.2 ND< ND<20 ND<45 ND< 0.2 J ND< 05/07/ ND< ND< ND< ND< 2.5 ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/25/ MW-4 07// ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4 ND< ND<20 ND<45 ND< ND<0.2 ND< 08/20/ /21/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4 ND< ND<20 ND< J ND<0.2 ND< 04/28/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4 ND< ND<20 ND<45 J ND<0.2 ND< 10/13/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 ND<45 J ND<0.2 ND< 04/28/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<0.4 ND< ND<20 ND< J ND<0.2 ND< 10/26/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4.3 ND< ND<20 ND<45 ND< ND<0.2 ND< 05/07/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/25/ ND<0.05 ND<0.05 ND<0.05 ND<0.08 ND<0.05 ND<0.09 ND<0.05 ND<0.06 NA NA ND<0.3 ND<1.6 ND<0.05 ND<11 ND<53 ND<0.05 ND<0.09 ND<0.05 MW-4D 07// J 0.3 J J ND< 2.9 ND< ND< ND< NA NA ND< ND<4 ND< ND<20 49 J ND< 0.3 J ND< 08/20/ /21/ ND< ND< ND< ND< 5.7 ND< ND< ND< NA NA ND< ND<4 ND< ND<20 ND<45 ND< 0.3 J ND< Groundwater Environmental Services, Inc. Page 2 of 5

17 Table 1 HISTORICAL MONITORING WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Top of Casing (ft) Depth to Water (ft) GW Elevation (ft) Depth to Bottom (Measured Depth) (ft) Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene GW Clean-up Standards* 1, , NL NL NL NL NL NL NL MW-4D (cont.) 4/28/ ND< ND< ND< ND< 6.5 ND< ND< ND< NA NA ND< ND<4 ND< ND< ND< 0.4 J ND< 10/13/ J ND< ND< ND< 7.2 ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 0 ND< ND<0.2 ND< 04/28/ ND< ND< ND< 8.5 ND< ND< ND< NA NA ND< ND<0.4 ND< ND<20 64 J ND< ND<0.2 ND< 10/26/ ND< ND< ND< ND< 0.4 J ND< ND< ND< NA NA ND< ND<4.4 ND< ND<20 ND<45 ND< ND<0.2 ND< 05/07/ ND< ND< ND< ND< 0.9 ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 82 J ND< ND<0.2 ND< 10/25/ ND<0.05 ND<0.05 ND<0.05 ND< ND<0.09 ND<0.05 ND<0.06 NA NA ND<0.3 ND<1.6 ND<0.05 ND< ND<0.05 ND<0.09 ND<0.05 Diisopropyl ether Ethyl tert-butyl ether Tert-amyl alcohol Tert-Amyl Ethyl Ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene TPH-GRO TPH-DRO Chloroform Chloromethane p-isopropyltoluene MW-5 07// ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4 ND< ND<20 ND<45 ND< ND<0.2 ND< 08/20/ /21/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4 ND< ND<20 ND<45 ND< ND<0.2 ND< 04/28/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/13/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 ND<45 ND< ND< /28/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<0.4 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/26/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4.5 ND< ND<20 ND<45 ND< ND<0.2 ND< 05/07/ ND< ND< ND< ND< ND< ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/25/ ND<0.05 ND<0.05 ND<0.05 ND<0.08 ND<0.05 ND<0.09 ND<0.05 ND<0.06 NA NA ND<0.3 ND<1.6 ND<0.05 ND<11 ND<53 ND<0.05 ND<0.09 ND<0.05 MW-5D 07// ND< ND< ND< ND< 0.7 ND< ND< ND< NA NA ND< ND<4 ND< ND<20 ND<45 ND< ND<0.2 ND< 08/20/ /21/ J ND< J J ND< ND< NA NA ND< ND<4 ND< ND<20 ND<45 ND< ND<0.2 ND< 04/28/ ND< ND< ND< ND< 1.6 ND< ND< ND< NA NA ND< ND<4 ND< ND<20 67 J ND< ND<0.2 ND< 10/13/ ND< ND< ND< ND< 1.8 ND< ND< ND< NA NA ND< ND<4.0 ND< ND< ND< ND<0.2 ND< 04/28/ ND< ND< ND< ND< 2.1 ND< ND< ND< NA NA ND< ND<0.4 ND< ND<20 46 J ND< ND<0.2 ND< 10/26/ ND< ND< ND< ND< 1.60 ND< ND< ND< NA NA ND< ND<4.6 ND< ND<20 ND<45 ND< ND<0.2 ND< 05/07/ ND< ND< ND< ND< J ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/25/ ND<0.05 ND<0.05 ND<0.05 ND< ND<0.09 ND<0.05 ND<0.06 NA NA ND<0.3 ND<1.6 ND<0.05 ND<11 7 ND<0.05 ND<0.09 ND<0.05 MW-6 07// ND< ND< ND< ND< 19 ND< NA NA 0.2 J ND<4 ND< 38 J ND<45 ND< ND<0.2 ND< 08/20/ /21/ ND< ND< ND< ND< 11 ND< NA NA ND< ND<4 ND< 24 J ND<45 ND< ND<0.2 ND< 04/28/ ND< ND< ND< ND< 3.9 ND< NA NA ND< ND<4 ND< ND<20 ND<45 J ND<0.2 ND< 10/13/ ND< ND< ND< ND< 2.5 ND< J NA NA ND< ND<4.0 ND< ND<20 86 J J ND<0.2 ND< 04/28/ ND< ND< ND< ND< 6 ND< J NA NA ND< ND<0.4 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/26/ ND< ND< ND< ND< 1.5 ND< J NA NA ND< ND<4.7 ND< ND<20 ND<45 ND< 0.2 J ND< 05/07/ ND< ND< ND< ND< 1.1 ND< 1.80 J NA NA ND< ND<4.0 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/25/ ND<0.05 ND<0.05 ND<0.05 ND< J ND< J ND<0.06 NA NA ND<0.3 ND< J ND<11 ND<53 J ND<0.09 ND<0.05 MW-6D 07// ND< ND< ND< ND< 5.4 ND< ND< ND< NA NA 0.2 J ND<4 ND< ND<20 ND<45 ND< ND<0.2 ND< 08/20/ /21/ J ND< J J ND< ND< NA NA 0.2 J ND<4 ND< ND< ND< 0.3 J 0.2 J 04/28/ J ND< ND< ND< 1.1 ND< J ND< NA NA ND< ND<4 ND< ND<20 ND<45 ND< 0.3 J ND< 10/13/ ND< ND< ND< ND< 1 ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 ND<45 ND< ND<0.2 ND< 04/28/ ND< ND< ND< ND< 0.7 ND< ND< ND< NA NA ND< ND<0.4 ND< ND<20 94 J ND< ND<0.2 ND< 10/26/ ND< ND< ND< ND< 0.50 ND< ND< ND< NA NA ND< ND<4.8 ND< ND<20 ND<45 ND< 0.2 J ND< 05/07/ ND< ND< ND< ND< 0.50 ND< ND< ND< NA NA ND< ND<4.0 ND< ND<20 ND<45 ND< ND<0.2 ND< 10/25/ ND<0.05 ND<0.05 ND<0.05 ND< J ND<0.09 ND<0.05 ND<0.06 NA NA ND<0.3 ND<1.6 ND<0.05 ND< ND<0.05 ND<0.09 ND<0.05 TF-1 01// DRY /20/ DRY /31/ DRY Groundwater Environmental Services, Inc. Page 3 of 5

18 Table 1 HISTORICAL MONITORING WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Top of Casing (ft) Depth to Water (ft) GW Elevation (ft) Depth to Bottom (Measured Depth) (ft) Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene GW Clean-up Standards* 1, , NL NL NL NL NL NL NL TF-1 (cont.) 01/31/ DRY /26/ DRY // /05/ DRY /18/ DRY /20/ DRY /04/ DRY /22/ DRY /26/ DRY /21/ DRY /19/ DRY /13/ DRY /28/ DRY /26/ DRY /07/ DRY /25/ SRY Diisopropyl ether Ethyl tert-butyl ether Tert-amyl alcohol Tert-Amyl Ethyl Ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene TPH-GRO TPH-DRO Chloroform Chloromethane p-isopropyltoluene TF-2 01// DRY /20/ DRY /31/ DRY /31/ DRY /26/ DRY // DRY /05/ DRY /18/ DRY /20/ DRY /04/ /22/ /26/ DRY /21/ DRY /19/ DRY /13/ DRY /28/ DRY /26/ DRY /07/ DRY /25/ DRY TF-3 01// /05/ DRY /18/ DRY /20/ DRY /04/ /22/ /26/ DRY /21/2015 DRY /19/ DRY /13/ DRY /28/ DRY /26/ DRY /07/ DRY Groundwater Environmental Services, Inc. Page 4 of 5

19 Table 1 HISTORICAL MONITORING WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Top of Casing (ft) Depth to Water (ft) GW Elevation (ft) Depth to Bottom (Measured Depth) (ft) Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene GW Clean-up Standards* 1, , NL NL NL NL NL NL NL TF-3 (cont.) 10/25/ DRY Diisopropyl ether Ethyl tert-butyl ether Tert-amyl alcohol Tert-Amyl Ethyl Ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene TPH-GRO TPH-DRO Chloroform Chloromethane p-isopropyltoluene TF-4 01// /05/ DRY /18/ /20/ /04/ /22/ /26/ /21/ DRY /19/ DRY /13/ DRY /28/ DRY /26/ DRY /07/ DRY /25/ DRY Notes: Please note that the top of casing for the DNR monitoring wells is not tied into the same elevations as the High's monitoring wells. * GW Cleanup Standards are the Maryland Department of the Environment (MDE) Groundwater Clean-up Standards for Type I and II Aquifers, except for TPH-GRO and TPH-DRO, which are Residential Clean-up Standards for Groundwater. (Date) 1 = On 4/28/2016 during GES' semi-annual groundwater sampling event technician recorded MW-4D's borehole had collapsed to approximately 15 feet below the top of land surface. GES notified the MDE & corrected by re-grouting on May 19, ND<# = Non-detect less than the method detection limit of # µg/l = Micrograms/Liter MTBE = Methyl Tertiary Butyl Ether TPH-DRO = Total petroleum hydrocarbons - diesel range organics TPH-GRO = Total petroleum hydrocarbons - gasoline range organics BTEX = Benzene, toluene, ethylbenzene, xylenes ft = feet - = No data available usually due to not being sampled. (cont.) = continued J = Detected between the Method Detection Limit (MDL) and Reporting Limit (RL); therefore, the result is an estimated value. NL =No Limit Groundwater Environmental Services, Inc. Page 5 of 5

20 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL CHARBONNET 06/22/2017** ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< CHARBONNET 06/22/2017** ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< CHARBONNET 06/22/2017** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< CHARBONNET 06/22/2017** ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< CHARBONNET 06/21/2017** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< CHARBONNET 06/22/2017** ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< CHARBONNET 06/22/2017** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< CHARBONNET 06/21/2017** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< CHARBONNET 03/14/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 ND<0.5 ND< GREENPEAK 04/18/2011** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT 0.57 ND<0.5 05/17/2012 ND<0.5 ND<0.5 ND<0.5 ND< NT ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 06/25/2012 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 09/24/2012 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/12/2012 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 02/18/2013 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/07/2013 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 08/20/2013 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 11/11/2013 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 Groundwater & Environmental Services, Inc. Page 1 of 13

21 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL GREENPEAK (cont.) 03/11/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/15/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 06/20/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 08/22/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND< GREENPEAK-INF 11/25/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/10/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 01/20/2015 ND< ND< ND< ND< 17 ND<0.2 ND< ND< ND< ND<2.5 J ND<0.3 04/17/2015 ND< ND< ND< ND< 21 ND<0.2 ND< ND< ND< ND<2.5 J ND<0.3 07//2015 ND< ND< ND< ND< 21 ND<0.2 ND< ND< ND< ND< J ND<0.3 10/21/2015 ND< ND< ND< ND< 23 ND<0.2 ND< ND< ND< ND<2.5 J ND<0.3 01/28/2016 ND< ND< ND< ND< 24 ND<0.2 ND< ND< ND< ND<2.5 J ND<0.3 04/28/2016 ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 J ND<0.3 07/28/2016 ND< ND< ND< ND< 25 ND<0.2 ND< ND< ND< ND<2.5 J ND<0.3 10/13/2016 ND< ND< ND< ND< 26 ND<0.2 ND< ND< ND< ND<2.5 J ND<0.3 01/18/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2017 ND< ND< ND< ND< 23 ND<0.2 ND< ND< ND< ND<2.5 J ND<0.3 07/27/2017 ND< ND< ND< ND< 22 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/26/2017 ND< ND< ND< ND< 25 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 02/05/2018 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND< ND<0.5 1 ND<0.5 1 ND< J 2.3 ND<0.5 1 ND< /26/2018 ND< ND< ND< ND< 23 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07/31/2018 ND< ND< ND< ND< 25 N<0.2 ND< ND< ND< ND<2.5 J ND<0.3 10/25/2018 ND< ND< ND< ND< 1.8 ND<0.2 ND< ND< ND< ND<2.5 J ND< GREENPEAK-MID 11/25/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/10/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 01/20/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/17/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07//2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/21/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 Groundwater & Environmental Services, Inc. Page 2 of 13

22 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL GREENPEAK-MID 01/28/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 (cont.) 04/28/2016 ND< ND< ND< ND<0.3 ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07/28/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/13/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 01/18/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07/27/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/26/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 02/05/2018 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<3.0 1 ND< J ND<0.5 1 ND< /26/2018 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07/31/2018 ND< ND< ND< ND< ND< N<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/25/2018 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND< GREENPEAK-EFF 11/25/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/10/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 01/20/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/17/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07//2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/21/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 01/28/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2016 ND< ND< ND< ND<0.3 ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07/28/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/13/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 01/18/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07/27/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/26/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 02/05/2018 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<3.0 1 ND< ND<0.5 1 ND< /26/2018 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07/31/2018 ND< ND< ND< ND< ND< N<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 Groundwater & Environmental Services, Inc. Page 3 of 13

23 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL GREENPEAK-EFF 10/25/2018 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 (cont.) 3922 GREENPEAK-INF 08/27/2008 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 03/13/2009 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 04/12/2011 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 07/22/2011 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 12/06/2011 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 ND<0.5 ND<0.5 03/27/2012 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 06/25/2012 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 09/24/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 4.7 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/12/2012 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 02/18/2013 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/17/2013 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 08/20/2013 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 11/11/2013 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 03/04/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/15/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 06/13/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 09/18/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 11/25/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 02/19/2015 ND< 0.2 J ND< ND< 8.3 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 05/26/2015 ND< ND< ND< ND< 8.5 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07//2015 ND< ND< ND< ND< 7.7 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 11/19/2015 ND< ND< ND< ND< 7.1 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 01/28/2016 ND< ND< ND< ND< 8.7 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2016 ND< ND< ND< NA 7.9 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07/28/2016 ND< ND< ND< ND< 7.5 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/13/2016 ND< ND< ND< ND< 7.6 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 01/26/2017 ND< ND< ND< ND< 8 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2017 ND< ND< ND< ND< 7.4 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07/27/2017 ND< ND< ND< ND< 6.4 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 Groundwater & Environmental Services, Inc. Page 4 of 13

24 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL GREENPEAK-INF 10/26/2017 ND< ND< ND< ND< 6.5 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 (cont.) 03/23/2018 ND< ND< ND< ND< 7.0 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/26/2018 ND< ND< ND< ND< 7.3 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07/31/2018 ND< ND< ND< ND< 8.8 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/24/2018 ND< ND< ND< ND< 7.8 ND<0.2 ND< ND< ND< ND<2.5 ND< ND< GREENPEAK 04/18/2011** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 07/03/2017** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< GREENPEAK 04/12/2011** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 06/21/2017** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< GREENPEAK 06/22/2017** ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< MADONNA 08/27/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT 04/12/2011** ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.2 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 ND<0.5 ND<0.5 03/27/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 02/18/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 10//2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND< /19/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 02/15/2016 ND< ND< ND< ND<0.3 ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 02/20/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 02/05/2018 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<3.0 1 ND< J ND<0.5 1 ND< MADONNA 08/27/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 ND<0.5 ND<3 06/21/2017** ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< MADONNA-INF 04/29/2008** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NA ND<0.5 ND<0.5 NA ND<0.5 ND<0.5 06/06/2008** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NA ND<0.5 ND<0.5 NA ND<0.5 ND<0.5 08/27/2008 NT NT NT NT 57 NT NT NT NT NT NT NT 09/11/2008 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 10/28/2008 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 Groundwater & Environmental Services, Inc. Page 5 of 13

25 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL MADONNA-INF 11/25/2008 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 (cont.) 12/28/2008 NT NT NT NT 46 NT NT NT NT NT NT NT 12//2008 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 03/13/2009 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 06/25/2009 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 08/10/2009 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 11/02/2009 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 02/22/2010 NT NT NT NT 3.4 NT NT NT NT NT NT NT 07/28/2010 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 01/07/2011 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 04/12/2011 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND 8.4 NT ND<0.5 07/22/2011 NT NT NT NT 43.8 NT NT NT NT NT NT NT 12/06/2011 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 03/27/2012 ND<0.5 ND<0.5 ND<0.5 ND<1.2 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 06/25/2012 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 09/24/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 10/17/2012 ND<0.5 ND<0.5 ND<0.5 ND<1.4 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/12/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 33 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 02/18/2013 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/07/2013 ND< ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 08/20/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 36 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/09/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 45 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 03/04/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/15/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 08/22/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 38 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 11/25/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/26/2015 ND< ND< ND< ND< 29 ND<0.2 ND< ND< J ND<2.5 ND< ND<0.3 07//2015 ND< ND< ND< ND< 26 ND<0.2 ND< ND< J ND<2.5 ND< ND<0.3 11/19/2015 ND< ND< ND< ND< ND<0.2 ND< ND< J ND<2.5 ND< ND<0.3 03/09/2016 ND< ND< ND< ND< 24 ND<0.2 ND< ND< J ND<2.5 ND< ND<0.3 04/28/2016 ND< ND< ND< ND< ND<0.2 ND< ND< ND< 6.1 J ND< ND<0.3 08/16/2016 ND< ND< ND< ND< 22 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 Groundwater & Environmental Services, Inc. Page 6 of 13

26 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL MADONNA-INF 10/18/2016 ND< ND< ND< ND< 12 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 (cont.) 01/26/2017 ND< ND< ND< ND< 11 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2017 ND< ND< ND< ND< 6.3 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 09/06/2017 ND< ND< ND< ND< 4.0 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/26/2017 ND< ND< ND< ND< 2.7 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 02/27/2018 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND< ND<0.5 1 ND<0.5 1 ND<3.0 1 ND< J ND<0.5 1 ND< /26/2018 ND< ND< ND< ND< 2.8 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 08/28/2018 ND< ND< ND< ND< 1.4 ND<0.2 ND< ND< ND< ND<2.5 ND< ND< MADONNA-MID 09/11/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 10/28/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 11/25/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 12//2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 03/13/2009 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 06/25/2009 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 08/10/2009 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 11/02/2009 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 02/22/2010 NT NT NT NT 0.6 NT NT NT NT NT NT NT 07/28/2010 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 01/07/2011 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 04/12/2011 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 07/22/2011 NT NT NT NT 2.2 NT NT NT NT NT NT NT 12/06/2011 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 03/27/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 06/25/2012 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 09/24/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 27 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 10/17/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.0 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/12/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 02/18/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/07/2013 ND< ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 08/20/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/09/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 Groundwater & Environmental Services, Inc. Page 7 of 13

27 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL MADONNA-MID 03/04/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 (cont.) 05/15/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 08/22/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 11/25/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/26/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07//2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 11/19/2015 ND< ND< ND< ND< 0.2 J ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 03/09/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2016 ND< ND< ND< ND<0.3 ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 08/16/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/18/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 01/26/2017 ND< ND< ND< ND< 5.5 ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 09/06/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/26/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 02/27/2018 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<3.0 1 ND< J ND<0.5 1 ND< /26/2018 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 08/28/2018 ND< ND< ND< ND< 0.70 ND<0.2 ND< ND< ND< ND<2.5 ND< ND< MADONNA-EFF 08/27/2008 NT NT NT NT ND NT NT NT NT NT NT NT 09/11/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 10/28/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 11/25/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 12//2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 03/13/2009 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 06/25/2009 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 08/10/2009 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 11/02/2009 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 02/22/2010 NT NT NT NT 1.9 NT NT NT NT NT NT NT 07/28/2010 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 01/07/2011 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 04/12/2011 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 Groundwater & Environmental Services, Inc. Page 8 of 13

28 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL MADONNA-EFF 07/22/2011 NT NT NT NT ND NT NT NT NT NT NT NT (cont.) 12/06/2011 ND<0.5 ND<0.5 ND<0.5 ND<1.5.7 ND<0.5 ND<0.5 ND<0.5 ND ND NT ND<0.5 01//2012 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.2 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 NT ND<0.5 03/27/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 06/25/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 09/24/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 10/17/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.0 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/12/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 02/18/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/07/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 08/20/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 12/09/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 03/04/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/15/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 08/22/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 11/25/2014 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 05/26/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 07//2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 11/19/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 03/09/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2016 ND< ND< ND< ND<0.3 ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 08/16/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/18/2016 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 01/26/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 09/06/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 10/26/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 02/27/2018 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<3.0 1 ND< J ND<0.5 1 ND< /26/2018 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 08/28/2018 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 Groundwater & Environmental Services, Inc. Page 9 of 13

29 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL MADONNA-INF 04/12/2005** ND ND ND ND 16.2 NT NT NT NT NT NT NT HA /24/2005** ND ND ND ND 10.8 NT NT NT NT NT NT NT 11/16/2007** ND ND ND ND 20.7 NT NT NT NT NT NT NT 03/21/2008** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 07/11/2008** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 06/01/2009** ND ND ND ND 20.5 ND ND ND ND ND ND ND 07/10/2009** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<10 ND<0.5 ND<0.5 08/21/2009** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<10 ND<0.5 ND<0.5 09/15/2009** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<10 ND<0.5 ND<0.5 04//2010** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<10 ND<0.5 ND<0.5 09/17/2010** ND<0.5 ND<0.5 ND<0.5 ND< ND ND<0.5 ND<0.5 ND<0.5 ND<10 ND<0.5 ND<0.5 12/22/2010** ND ND ND ND 10.5 ND NT NT NT NT NT NT 01/07/2011** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<10 ND<0.5 ND<0.5 04/18/2011** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 NT ND<0.5 NT ND<0.5 ND<0.5 07/06/2011** ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<10 ND<0.5 ND<0.5 09//2011** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<10 ND<0.5 ND< MADONNA-MID 09/15/2009** NT NT NT NT NT NT NT NT NT NT NT NT 04//2010** ND ND ND ND ND ND NT NT NT NT NT NT 09/17/2010** ND ND ND ND ND ND NT NT NT NT NT NT 12/22/2010** ND ND ND ND ND ND NT NT NT NT NT NT 01/07/2011** NT NT NT NT ND<0.5 NT NT NT NT NT NT NT 04/18/2011** ND ND ND ND ND ND ND ND ND ND ND ND 07/06/2011** ND ND ND ND ND ND NT NT NT NT NT NT 09//2011** ND ND ND ND ND ND NT NT NT NT NT NT 3919 MADONNA-EFF 09/15/2009** NT NT NT NT NT NT NT NT NT NT NT NT 04//2010** ND ND ND ND ND ND NT NT NT NT NT NT 09/17/2010** ND ND ND ND ND ND NT NT NT NT NT NT 12/22/2010** ND ND ND ND ND ND NT NT NT NT NT NT 01/07/2011** NT NT NT NT ND<0.5 NT NT NT NT NT NT NT 04/18/2011** ND ND ND ND ND ND ND ND ND ND ND ND Groundwater & Environmental Services, Inc. Page 10 of 13

30 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL MADONNA-EFF 07/06/2011** ND ND ND ND ND ND NT NT NT NT NT NT (cont.) 09//2011** ND ND ND ND ND ND NT NT NT NT NT NT 3919 MADONNA (NEW) 03/16/2012** ND<0.5 ND<0.5 ND<0.5 ND<1.0 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<10 ND<0.5 ND<0.5 HA /06/2013** ND ND ND ND ND ND ND ND ND ND ND 10//2014 ND< ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND< MADONNA 06/06/2008** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND< ND<1 04/14/2011** ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 03/27/2012 ND<0.5 ND<0.5 ND<0.5 ND<1 1.6 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 02/18/2013 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 03/25/2014 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND< ND<0.5 05/26/2015 ND< ND< ND< ND< 5.1 ND<0.2 ND< ND< ND< ND< 0.5 ND<0.3 04/28/2016 ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND< ND<0.3 01/18/2017 ND< ND< ND< ND< 5.0 ND<0.2 ND< ND< ND< ND< ND<0.3 02/27/2018 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<3.0 1 ND< J ND<0.5 1 ND< MADONNA 08/19/2008** NT NT NT NT NT NT NT NT NT NT 0.59 NT 3928 MADONNA 04/14/2011** ND< ND< ND< ND<1.5 ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 06/21/2017** ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 NT ND<0.5 ND< NORRISVILLE 04/29/2008 NT NT NT NT ND NT NT NT NT NT NT NT 05/16/2008** ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 NT NT NT 06/27/2008** ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT ND<0.5 ND<0.5 NT NT NT 07/08/2008 NT NT NT NT ND NT NT NT NT NT NT NT 4101 NORRISVILLE 06/15/2005 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT NT NT NT NT NT (ONSITE SUPPLY 12/28/2005 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 NT NT NT NT NT NT 06/15/2006 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT 01/17/2007 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT 07/31/2007 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT Groundwater & Environmental Services, Inc. Page 11 of 13

31 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL NORRISVILLE 01/23/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT (ONSITE SUPPLY 07/24/2008 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 ND<0.5 ND<1 (cont.) 01//2009 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT 02/18/2009 NT NT NT NT 1.99 NT NT NT NT NT NT NT 07/20/2009 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT 03/01/2010 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT 07/31/2010 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.2 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT 01/31/2011 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.2 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT 04/14/2011 ND ND ND ND ND ND NT NT NT NT ND NT 05/02/2011 NT NT NT NT 3.04 NT NT NT NT NT NT NT 07/26/2011 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.2 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 NT NT 01//2012 ND<0.5 ND<0.5 ND<0.5 ND<1.5 ND<0.2 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<5 ND<0.5 ND<0.5 02/18/2013 ND<0.5 ND<0.5 ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 03/04/2014 ND< ND<0.5 ND<1 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<2.5 ND<0.5 ND<0.5 07/08/2015 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 04/28/2016 ND< ND< ND< ND<0.3 J ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 01/18/2017 ND< ND< ND< ND< ND< ND<0.2 ND< ND< ND< ND<2.5 ND< ND<0.3 02/05/2018 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<0.5 1 ND<3.0 1 ND< J ND<0.5 1 ND< NORRISVILLE 09/07/1993** ND ND ND ND NT NT NT NT NT NT NT ND 10/25/1995** ND ND ND ND ND ND ND ND ND ND ND ND 07/24/1996** ND ND ND ND ND ND ND ND ND ND ND ND 08/18/2009** NT NT NT NT 1.99 NT NT NT NT NT NT NT 05/02/2011** NT NT NT NT 3.04 NT NT NT NT NT NT NT Groundwater & Environmental Services, Inc. Page 12 of 13

32 Table 2 HISTORICAL POTABLE WELL ANALYTICAL DATA SUMMARY High's Store No Norrisville Road Madonna, MD Monitoring Well Date Benzene Toluene Ethylbenzene Total Xylenes MTBE Naphthalene Diisopropyl ether Ethyl tert-butyl ether Tert-amyl methyl ether Tert-Butyl Alcohol Tetrachloroethene Methylene Chloride MDE GW Clean-up Standards* 5 1, , NL NL NL NL NL 5 6 Notes: *Groundwater (GW) Cleanup Standards are the Maryland Department of the Environment (MDE) GW Clean-up Standards for Type I and II Aquifers. ND<# = Less than the method detection limit of # ND<# 1 = Less than the method reporting limit of # ND = Non-Detect µg/l = Micrograms/Liter MTBE = Methyl Tertiary Butyl Ether BTEX = Benzene, toluene, ethylbenzene, xylenes - = No data available NA = Not Analyzed NT = Not Tabulated J = Detected between the Method Detection Limit (MDL) and the Reporting Limit (RL); therefore, this is an estimated value. NL = No Limit (Date)** = Analytical Data for the particular date was obtained from Harford County's Health Department. Groundwater & Environmental Services, Inc. Page 13 of 13

33 Table 3 MONITORING WELL SPECIFICATIONS SUMMARY High's Store # Norrisville Road Madonna, MD Monitoring Well Well Permit # Date Well Completed Well Diameter (inches) Total Depth of Well (feet) DTB of Casing from Ground Surface (feet) TOS from Ground Surface (feet) MW-1 HA /27/ MW-2 HA /27/ MW-3 HA /27/ MW-4 HA /2/ MW-4D HA /29-7/1/ MW-5 HA /9/ MW-5D HA /6-7/8/ MW-6 HA /14/ MW-6D HA /10-7/13/ BOS from Ground Surface (feet) Notes: - = Not available BOS = Bottom of screen DTB = Depth to bottom TOS = Top of screen Groundwater & Environmental Services, Inc. Page 1 of 1

34 APPENDIX A Laboratory Reports and Chain of Custody Documentation Europhins Lancaster Laboratories ID Numbers:

35 ANALYSIS REPORT Prepared by: Eurofins Lancaster Laboratories Environmental 2425 New Holland Pike Lancaster, PA Prepared for: GES, Inc. 440 Creamery Way, Suite 500 Exton PA Report Date: August 09, :31 Project: Carroll Madonna - High's #1 Account #: Group Number: PO Number: Release Number: ORG # 0404 State of Sample Origin: MD Electronic Copy To GES Inc. Attn: Pete Reichardt Electronic Copy To GES, Inc.-MD Attn: Data Distribution Respectfully Submitted, (717) To view our laboratory's current scopes of accreditation please go to Historical copies may be requested through your project manager. Page 1 of 13

36 SAMPLE INFORMATION Client Sample Description Sample Collection ELLE# Date/Time 3921 Greenpeak-EFF Grab Potable Water 07/31/ : Greenpeak-MID Grab Potable Water 07/31/ : Greenpeak-INF Grab Potable Water 07/31/ : Greenpeak Grab Potable Water 07/31/ : The specific methodologies used in obtaining the enclosed analytical results are indicated on the Laboratory Sample Analysis Record. Page 2 of 13

37 Sample Description: 3921 Greenpeak-EFF Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 08/01/ :20 Collection Date/Time: 07/31/ :10 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA S182201AA 08/08/ :27 Jason M Long 1 Page 3 of 13

38 Sample Description: 3921 Greenpeak-MID Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 08/01/ :20 Collection Date/Time: 07/31/ :15 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA S182201AA 08/08/ :54 Jason M Long 1 Page 4 of 13

39 Sample Description: 3921 Greenpeak-INF Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 08/01/ :20 Collection Date/Time: 07/31/ :20 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene J Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Volatile compounds have been detected above the LOQ in the sample. Since a field reagent blank (trip blank) was not submitted with this sample any potential contribution of volatiles from the sampling/transport process cannot be assessed. Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA S182201AA 08/08/ :22 Jason M Long 1 Page 5 of 13

40 Sample Description: 3922 Greenpeak Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 08/01/ :20 Collection Date/Time: 07/31/ :40 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Volatile compounds have been detected above the LOQ in the sample. Since a field reagent blank (trip blank) was not submitted with this sample any potential contribution of volatiles from the sampling/transport process cannot be assessed. Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA S182201AA 08/08/ :49 Jason M Long 1 Page 6 of 13

41 Quality Control Summary Client Name: GES, Inc. Reported: 08/09/ :31 Group Number: Matrix QC may not be reported if insufficient sample or site-specific QC samples were not submitted. In these situations, to demonstrate precision and accuracy at a batch level, a LCS/LCSD was performed, unless otherwise specified in the method. All Inorganic Initial Calibration and Continuing Calibration Blanks met acceptable method criteria unless otherwise noted on the Analysis Report. Method Blank Analysis Name Result MDL ug/l ug/l Batch number: S182201AA Sample number(s): t-amyl Methyl Ether Benzene t-butyl Alcohol 2.5 Carbon Tetrachloride Chlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene 1,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride 0.3 Naphthalene 0.2 Styrene Tetrachloroethene Toluene 1,2,4-Trichlorobenzene 0.2 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) LCS/LCSD Analysis Name LCS Spike LCS LCSD Spike LCSD Added Conc Added Conc ug/l ug/l ug/l ug/l LCS %REC LCSD %REC LCS/LCSD Limits RPD RPD Max Batch number: S182201AA Sample number(s): t-amyl Methyl Ether 4.94 Benzene *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 7 of 13

42 4-Bromofluorobenzene 1,2-Dichlorobenzene-d4 Quality Control Summary Client Name: GES, Inc. Reported: 08/09/ :31 Group Number: LCS/LCSD (continued) Analysis Name LCS Spike LCS LCSD Spike LCSD Added Conc Added Conc ug/l ug/l ug/l ug/l LCS %REC LCSD %REC LCS/LCSD Limits RPD RPD Max t-butyl Alcohol Carbon Tetrachloride Chlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene 1,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene 1,2,4-Trichlorobenzene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Surrogate recoveries which are outside of the QC window are confirmed unless attributed to dilution or otherwise noted on the Analysis Report. Analysis Name: VOCs- 25ml Water by Batch number: S182201AA 4-Bromofluorobenzene 1,2-Dichlorobenzene-d Blank LCS Limits: Surrogate Quality Control *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 8 of 13

43 Quality Control Summary Client Name: GES, Inc. Reported: 08/09/ :31 Group Number: *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 9 of 13

44 Page 10 of 13

45 Client: GES Sample Administration Receipt Documentation Log Doc Log ID: 2226 *2226* Group Number(s): Delivery and Receipt Information Delivery Method: ELLE Courier Arrival Timestamp: 08/01/ :20 Number of Packages: 1 Number of Projects: 1 Arrival Condition Summary Shipping Container Sealed: Yes Sample IDs on COC match Containers: Yes Custody Seal Present: No Sample Date/Times match COC: Yes Samples Chilled: Yes VOA Vial Headspace 6mm: No Paperwork Enclosed: Yes Total Trip Blank Qty: 0 Samples Intact: Yes Air Quality Samples Present: No Missing Samples: No Extra Samples: No Discrepancy in Container Qty on COC: No Unpacked by Melvin Sanchez (8943) at 17:51 on 08/01/2018 Samples Chilled Details Thermometer Types: DT = Digital (Temp. Bottle) IR = Infrared (Surface Temp) All Temperatures in C. Cooler # Thermometer ID Corrected Temp Therm. Type Ice Type Ice Present? Ice Container Elevated Temp? 1 DT DT Wet Y Loose N Page 1 of 1 Page 11 of 13

46 Explanation of Symbols and Abbreviations The following defines common symbols and abbreviations used in reporting technical data: BMQL C cfu CP Units F g IU kg L lb. m3 meq mg Below Minimum Quantitation Level degrees Celsius colony forming units cobalt-chloroplatinate units degrees Fahrenheit gram(s) International Units kilogram(s) liter(s) pound(s) cubic meter(s) milliequivalents milligram(s) ml milliliter(s) MPN Most Probable Number non-detect ng nanogram(s) NTU nephelometric turbidity units pg/l picogram/liter RL Reporting Limit TNTC Too Numerous To Count µg microgram(s) µl microliter(s) umhos/cm micromhos/cm MCL Maximum Contamination Limit < less than > greater than ppm parts per million - One ppm is equivalent to one milligram per kilogram (mg/kg) or one gram per million grams. For aqueous liquids, ppm is usually taken to be equivalent to milligrams per liter (mg/l), because one liter of water has a weight very close to a kilogram. For gases or vapors, one ppm is equivalent to one microliter per liter of gas. ppb parts per billion Dry weight Results printed under this heading have been adjusted for moisture content. This increases the analyte weight basis concentration to approximate the value present in a similar sample without moisture. All other results are reported on an as-received basis. Analytical test results meet all requirements of the associated regulatory program (i.e., NELAC (TNI), DoD, and ISO 17025) unless otherwise noted under the individual analysis. Measurement uncertainty values, as applicable, are available upon request. Tests results relate only to the sample tested. Clients should be aware that a critical step in a chemical or microbiological analysis is the collection of the sample. Unless the sample analyzed is truly representative of the bulk of material involved, the test results will be meaningless. If you have questions regarding the proper techniques of collecting samples, please contact us. We cannot be held responsible for sample integrity, however, unless sampling has been performed by a member of our staff. This report shall not be reproduced except in full, without the written approval of the laboratory. Times are local to the area of activity. Parameters listed in the 40 CFR Part 136 Table II as analyze immediately are not performed within 15 minutes. WARRANTY AND LIMITS OF LIABILITY - In accepting analytical work, we warrant the accuracy of test results for the sample as submitted. THE FOREGOING EXPRESS WARRANTY IS EXCLUSIVE AND IS GIVEN IN LIEU OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED. WE DISCLAIM ANY OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING A WARRANTY OF FITNESS FOR PARTICULAR PURPOSE AND WARRANTY OF MERCHANTABILITY. IN NO EVENT SHALL EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL, LLC BE LIABLE FOR INDIRECT, SPECIAL, CONSEQUENTIAL, OR INCIDENTAL DAMAGES INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF PROFIT OR GOODWILL REGARDLESS OF (A) THE NEGLIGENCE (EITHER SOLE OR CONCURRENT) OF EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL AND (B) WHETHER EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL HAS BEEN INFORMED OF THE POSSIBILITY OF SUCH DAMAGES. We accept no legal responsibility for the purposes for which the client uses the test results. No purchase order or other order for work shall be accepted by Eurofins Lancaster Laboratories Environmental which includes any conditions that vary from the Standard Terms and Conditions, and Eurofins Lancaster Laboratories Environmental hereby objects to any conflicting terms contained in any acceptance or order submitted by client Page 12 of 13

47 Data Qualifiers Qualifier Definition C Result confirmed by reanalysis D1 Indicates for dual column analyses that the result is reported from column 1 D2 Indicates for dual column analyses that the result is reported from column 2 E Concentration exceeds the calibration range K1 Initial Calibration Blank is above the QC limit and the sample result is ND K2 Continuing Calibration Blank is above the QC limit and the sample result is ND K3 Initial Calibration Verification is above the QC limit and the sample result is ND K4 Continuing Calibration Verification is above the QC limit and the sample result is ND J (or G, I, X) Estimated value >= the Method Detection Limit (MDL or DL) and < the Limit of Quantitation (LOQ or RL) P Concentration difference between the primary and confirmation column >40%. The lower result is reported. U Analyte was not detected at the value indicated V Concentration difference between the primary and confirmation column >100%. The reporting limit is raised due to this disparity and evident interference. W The dissolved oxygen uptake for the unseeded blank is greater than 0.20 mg/l. Z Laboratory Defined - see analysis report Additional Organic and Inorganic CLP qualifiers may be used with Form 1 reports as defined by the CLP methods. Qualifiers specific to Dioxin/Furans and PCB Congeners are detailed on the individual Analysis Report. Page 13 of 13

48 ANALYSIS REPORT Prepared by: Eurofins Lancaster Laboratories Environmental 2425 New Holland Pike Lancaster, PA Prepared for: GES, Inc. 440 Creamery Way, Suite 500 Exton PA Report Date: September 13, :32 Project: Carroll Madonna - High's #1 Account #: Group Number: PO Number: Release Number: ORG # 0404 State of Sample Origin: MD Electronic Copy To GES Inc. Attn: Pete Reichardt Electronic Copy To GES, Inc.-MD Attn: Data Distribution Respectfully Submitted, (717) To view our laboratory's current scopes of accreditation please go to Historical copies may be requested through your project manager. Page 1 of 12

49 SAMPLE INFORMATION Client Sample Description Sample Collection ELLE# Date/Time 3914 Madonna-EFF Grab Potable Water 08/28/ : Madonna-MID Grab Potable Water 08/28/ : Madonna-INF Grab Potable Water 08/28/ : The specific methodologies used in obtaining the enclosed analytical results are indicated on the Laboratory Sample Analysis Record. Page 2 of 12

50 Sample Description: 3914 Madonna-EFF Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 08/29/ : Collection Date/Time: 08/28/ :40 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA K182491AA 09/06/ :03 Don V Viray 1 Page 3 of 12

51 Sample Description: 3914 Madonna-MID Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 08/29/ : Collection Date/Time: 08/28/ :45 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Volatile compounds have been detected above the LOQ in the sample. Since a field reagent blank (trip blank) was not submitted with this sample any potential contribution of volatiles from the sampling/transport process cannot be assessed. Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA K182491AA 09/06/ :28 Don V Viray 1 Page 4 of 12

52 Sample Description: 3914 Madonna-INF Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 08/29/ : Collection Date/Time: 08/28/ :50 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Volatile compounds have been detected above the LOQ in the sample. Since a field reagent blank (trip blank) was not submitted with this sample any potential contribution of volatiles from the sampling/transport process cannot be assessed. Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA K182491AA 09/06/ :53 Don V Viray 1 Page 5 of 12

53 Quality Control Summary Client Name: GES, Inc. Reported: 09/13/ :32 Group Number: Matrix QC may not be reported if insufficient sample or site-specific QC samples were not submitted. In these situations, to demonstrate precision and accuracy at a batch level, a LCS/LCSD was performed, unless otherwise specified in the method. All Inorganic Initial Calibration and Continuing Calibration Blanks met acceptable method criteria unless otherwise noted on the Analysis Report. Method Blank Analysis Name Result MDL ug/l ug/l Batch number: K182491AA Sample number(s): t-amyl Methyl Ether Benzene t-butyl Alcohol 5.0 Carbon Tetrachloride Chlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene 1,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride 0.3 Naphthalene 0.2 Styrene Tetrachloroethene Toluene 1,2,4-Trichlorobenzene 0.2 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) LCS/LCSD Analysis Name LCS Spike LCS LCSD Spike LCSD Added Conc Added Conc ug/l ug/l ug/l ug/l LCS %REC LCSD %REC LCS/LCSD Limits RPD RPD Max Batch number: K182491AA Sample number(s): t-amyl Methyl Ether 4.29 Benzene *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 6 of 12

54 4-Bromofluorobenzene 1,2-Dichlorobenzene-d4 Quality Control Summary Client Name: GES, Inc. Reported: 09/13/ :32 Group Number: LCS/LCSD (continued) Analysis Name LCS Spike LCS LCSD Spike LCSD Added Conc Added Conc ug/l ug/l ug/l ug/l LCS %REC LCSD %REC LCS/LCSD Limits RPD RPD Max t-butyl Alcohol Carbon Tetrachloride Chlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene 1,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene 1,2,4-Trichlorobenzene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Surrogate Quality Control Surrogate recoveries which are outside of the QC window are confirmed unless attributed to dilution or otherwise noted on the Analysis Report. Analysis Name: VOCs- 25ml Water by Batch number: K182491AA 4-Bromofluorobenzene 1,2-Dichlorobenzene-d Blank LCS Limits: *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 7 of 12

55 Quality Control Summary Client Name: GES, Inc. Reported: 09/13/ :32 Group Number: *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 8 of 12

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58 Explanation of Symbols and Abbreviations The following defines common symbols and abbreviations used in reporting technical data: BMQL C cfu CP Units F g IU kg L lb. m3 meq mg Below Minimum Quantitation Level degrees Celsius colony forming units cobalt-chloroplatinate units degrees Fahrenheit gram(s) International Units kilogram(s) liter(s) pound(s) cubic meter(s) milliequivalents milligram(s) ml milliliter(s) MPN Most Probable Number non-detect ng nanogram(s) NTU nephelometric turbidity units pg/l picogram/liter RL Reporting Limit TNTC Too Numerous To Count µg microgram(s) µl microliter(s) umhos/cm micromhos/cm MCL Maximum Contamination Limit < less than > greater than ppm parts per million - One ppm is equivalent to one milligram per kilogram (mg/kg) or one gram per million grams. For aqueous liquids, ppm is usually taken to be equivalent to milligrams per liter (mg/l), because one liter of water has a weight very close to a kilogram. For gases or vapors, one ppm is equivalent to one microliter per liter of gas. ppb parts per billion Dry weight Results printed under this heading have been adjusted for moisture content. This increases the analyte weight basis concentration to approximate the value present in a similar sample without moisture. All other results are reported on an as-received basis. Analytical test results meet all requirements of the associated regulatory program (i.e., NELAC (TNI), DoD, and ISO 17025) unless otherwise noted under the individual analysis. Measurement uncertainty values, as applicable, are available upon request. Tests results relate only to the sample tested. Clients should be aware that a critical step in a chemical or microbiological analysis is the collection of the sample. Unless the sample analyzed is truly representative of the bulk of material involved, the test results will be meaningless. If you have questions regarding the proper techniques of collecting samples, please contact us. We cannot be held responsible for sample integrity, however, unless sampling has been performed by a member of our staff. This report shall not be reproduced except in full, without the written approval of the laboratory. Times are local to the area of activity. Parameters listed in the 40 CFR Part 136 Table II as analyze immediately are not performed within 15 minutes. WARRANTY AND LIMITS OF LIABILITY - In accepting analytical work, we warrant the accuracy of test results for the sample as submitted. THE FOREGOING EXPRESS WARRANTY IS EXCLUSIVE AND IS GIVEN IN LIEU OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED. WE DISCLAIM ANY OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING A WARRANTY OF FITNESS FOR PARTICULAR PURPOSE AND WARRANTY OF MERCHANTABILITY. IN NO EVENT SHALL EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL, LLC BE LIABLE FOR INDIRECT, SPECIAL, CONSEQUENTIAL, OR INCIDENTAL DAMAGES INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF PROFIT OR GOODWILL REGARDLESS OF (A) THE NEGLIGENCE (EITHER SOLE OR CONCURRENT) OF EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL AND (B) WHETHER EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL HAS BEEN INFORMED OF THE POSSIBILITY OF SUCH DAMAGES. We accept no legal responsibility for the purposes for which the client uses the test results. No purchase order or other order for work shall be accepted by Eurofins Lancaster Laboratories Environmental which includes any conditions that vary from the Standard Terms and Conditions, and Eurofins Lancaster Laboratories Environmental hereby objects to any conflicting terms contained in any acceptance or order submitted by client Page 11 of 12

59 Data Qualifiers Qualifier Definition C Result confirmed by reanalysis D1 Indicates for dual column analyses that the result is reported from column 1 D2 Indicates for dual column analyses that the result is reported from column 2 E Concentration exceeds the calibration range K1 Initial Calibration Blank is above the QC limit and the sample result is ND K2 Continuing Calibration Blank is above the QC limit and the sample result is ND K3 Initial Calibration Verification is above the QC limit and the sample result is ND K4 Continuing Calibration Verification is above the QC limit and the sample result is ND J (or G, I, X) Estimated value >= the Method Detection Limit (MDL or DL) and < the Limit of Quantitation (LOQ or RL) P Concentration difference between the primary and confirmation column >40%. The lower result is reported. P^ Concentration difference between the primary and confirmation column > 40%. The higher result is reported. U Analyte was not detected at the value indicated V Concentration difference between the primary and confirmation column >100%. The reporting limit is raised due to this disparity and evident interference. W The dissolved oxygen uptake for the unseeded blank is greater than 0.20 mg/l. Z Laboratory Defined - see analysis report Additional Organic and Inorganic CLP qualifiers may be used with Form 1 reports as defined by the CLP methods. Qualifiers specific to Dioxin/Furans and PCB Congeners are detailed on the individual Analysis Report. Page 12 of 12

60 ANALYSIS REPORT Prepared by: Eurofins Lancaster Laboratories Environmental 2425 New Holland Pike Lancaster, PA Prepared for: GES, Inc. 440 Creamery Way, Suite 500 Exton PA Report Date: November 14, :56 Project: Carroll Madonna Account #: Group Number: PO Number: Release Number: ORG # 0404 State of Sample Origin: MD Electronic Copy To GES Inc. Attn: Pete Reichardt Electronic Copy To GES, Inc.-MD Attn: Data Distribution Respectfully Submitted, (717) To view our laboratory's current scopes of accreditation please go to Historical copies may be requested through your project manager. Page 1 of 25

61 SAMPLE INFORMATION Client Sample Description Sample Collection ELLE# Date/Time MW-4 Grab Groundwater 10/25/ : MW-4D Grab Groundwater 10/25/ : MW-5 Grab Groundwater 10/25/ : MW-5D Grab Groundwater 10/25/ : MW-6 Grab Groundwater 10/25/ : MW-6D Grab Groundwater 10/25/ : The specific methodologies used in obtaining the enclosed analytical results are indicated on the Laboratory Sample Analysis Record. Page 2 of 25

62 Sample Description: Project Name: MW-4 Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ : CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l Acrylonitrile t-amyl methyl ether Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane t-butyl Alcohol n-butylbenzene sec-butylbenzene tert-butylbenzene Carbon Disulfide Chlorobenzene Chloroethane Chloroform Chloromethane Chlorotoluene Chlorotoluene ,2-Dibromo-3-chloropropane Dibromochloromethane ,2-Dibromoethane Dibromomethane trans-1,4-dichloro-2-butene ,2-Dichlorobenzene ,3-Dichlorobenzene ,4-Dichlorobenzene Dichlorodifluoromethane ,1-Dichloroethane ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane ,3-Dichloropropane ,2-Dichloropropane ,1-Dichloropropene cis-1,3-dichloropropene trans-1,3-dichloropropene Ethyl t-butyl ether Ethylbenzene Hexachlorobutadiene di-isopropyl Ether Isopropylbenzene p-isopropyltoluene Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Page 3 of 25

63 Sample Description: Project Name: MW-4 Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ : CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l n-propylbenzene Styrene ,1,1,2-Tetrachloroethane ,1,2,2-Tetrachloroethane Tetrachloroethene Toluene ,2,3-Trichlorobenzene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane ,2,3-Trichloropropane ,2,4-Trimethylbenzene ,3,5-Trimethylbenzene Vinyl Chloride Xylene (Total) GC Volatiles SW B ug/l ug/l TPH-GRO water C6-C10 n.a GC Petroleum Hydrocarbons SW B ug/l ug/l DRO C10-C28 n.a Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by 8260B SW B 25mL 1 I1892AA 11/06/ :14 Joel G Chachapoya 1 purge GC/MS VOA Water Prep SW B 1 I1892AA 11/06/ :14 Joel G Chachapoya TPH-GRO water C6-C10 SW B 1 184C20A 11/01/ :00 Jeremy C Giffin GC VOA Water Prep SW B 1 184C20A 11/01/ :00 Jeremy C Giffin TPH-DRO 8015B SW B A 11/02/ :37 Marisa Englebright Microextraction - DRO (waters) SW Rev 1, July A 11/01/ :00 Michelle A Newswanger 1 Page 4 of 25

64 Sample Description: Project Name: MW-4D Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ :45 CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l Acrylonitrile t-amyl methyl ether Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane t-butyl Alcohol n-butylbenzene sec-butylbenzene tert-butylbenzene Carbon Disulfide Chlorobenzene Chloroethane Chloroform Chloromethane Chlorotoluene Chlorotoluene ,2-Dibromo-3-chloropropane Dibromochloromethane ,2-Dibromoethane Dibromomethane trans-1,4-dichloro-2-butene ,2-Dichlorobenzene ,3-Dichlorobenzene ,4-Dichlorobenzene Dichlorodifluoromethane ,1-Dichloroethane ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane ,3-Dichloropropane ,2-Dichloropropane ,1-Dichloropropene cis-1,3-dichloropropene trans-1,3-dichloropropene Ethyl t-butyl ether Ethylbenzene Hexachlorobutadiene di-isopropyl Ether Isopropylbenzene p-isopropyltoluene Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Page 5 of 25

65 Sample Description: Project Name: MW-4D Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ :45 CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l n-propylbenzene Styrene ,1,1,2-Tetrachloroethane ,1,2,2-Tetrachloroethane Tetrachloroethene Toluene ,2,3-Trichlorobenzene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane ,2,3-Trichloropropane ,2,4-Trimethylbenzene ,3,5-Trimethylbenzene Vinyl Chloride Xylene (Total) GC Volatiles SW B ug/l ug/l TPH-GRO water C6-C10 n.a GC Petroleum Hydrocarbons SW B ug/l ug/l DRO C10-C28 n.a. 2, Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by 8260B SW B 25mL 1 I1892AA 11/06/ :40 Joel G Chachapoya 1 purge GC/MS VOA Water Prep SW B 1 I1892AA 11/06/ :40 Joel G Chachapoya TPH-GRO water C6-C10 SW B 1 184C20A 11/01/ :22 Jeremy C Giffin GC VOA Water Prep SW B 1 184C20A 11/01/ :22 Jeremy C Giffin TPH-DRO 8015B SW B A 11/02/ :00 Marisa Englebright Microextraction - DRO (waters) SW Rev 1, July A 11/01/ :00 Michelle A Newswanger 1 Page 6 of 25

66 Sample Description: Project Name: MW-5 Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ : CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l Acrylonitrile t-amyl methyl ether Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane t-butyl Alcohol n-butylbenzene sec-butylbenzene tert-butylbenzene Carbon Disulfide Chlorobenzene Chloroethane Chloroform Chloromethane Chlorotoluene Chlorotoluene ,2-Dibromo-3-chloropropane Dibromochloromethane ,2-Dibromoethane Dibromomethane trans-1,4-dichloro-2-butene ,2-Dichlorobenzene ,3-Dichlorobenzene ,4-Dichlorobenzene Dichlorodifluoromethane ,1-Dichloroethane ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane ,3-Dichloropropane ,2-Dichloropropane ,1-Dichloropropene cis-1,3-dichloropropene trans-1,3-dichloropropene Ethyl t-butyl ether Ethylbenzene Hexachlorobutadiene di-isopropyl Ether Isopropylbenzene p-isopropyltoluene Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Page 7 of 25

67 Sample Description: Project Name: MW-5 Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ : CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l n-propylbenzene Styrene ,1,1,2-Tetrachloroethane ,1,2,2-Tetrachloroethane Tetrachloroethene Toluene ,2,3-Trichlorobenzene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane ,2,3-Trichloropropane ,2,4-Trimethylbenzene ,3,5-Trimethylbenzene Vinyl Chloride Xylene (Total) GC Volatiles SW B ug/l ug/l TPH-GRO water C6-C10 n.a GC Petroleum Hydrocarbons SW B ug/l ug/l DRO C10-C28 n.a Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by 8260B SW B 25mL 1 I1892AA 11/06/ :01 Joel G Chachapoya 1 purge GC/MS VOA Water Prep SW B 1 I1892AA 11/06/ :01 Joel G Chachapoya TPH-GRO water C6-C10 SW B 1 184C20A 11/01/ :44 Jeremy C Giffin GC VOA Water Prep SW B 1 184C20A 11/01/ :44 Jeremy C Giffin TPH-DRO 8015B SW B A 11/02/ :23 Marisa Englebright Microextraction - DRO (waters) SW Rev 1, July A 11/01/ :00 Michelle A Newswanger 1 Page 8 of 25

68 Sample Description: Project Name: MW-5D Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ :45 CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l Acrylonitrile t-amyl methyl ether Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane t-butyl Alcohol n-butylbenzene sec-butylbenzene tert-butylbenzene Carbon Disulfide Chlorobenzene Chloroethane Chloroform Chloromethane Chlorotoluene Chlorotoluene ,2-Dibromo-3-chloropropane Dibromochloromethane ,2-Dibromoethane Dibromomethane trans-1,4-dichloro-2-butene ,2-Dichlorobenzene ,3-Dichlorobenzene ,4-Dichlorobenzene Dichlorodifluoromethane ,1-Dichloroethane ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane ,3-Dichloropropane ,2-Dichloropropane ,1-Dichloropropene cis-1,3-dichloropropene trans-1,3-dichloropropene Ethyl t-butyl ether Ethylbenzene Hexachlorobutadiene di-isopropyl Ether Isopropylbenzene p-isopropyltoluene Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Page 9 of 25

69 Sample Description: Project Name: MW-5D Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ :45 CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l n-propylbenzene Styrene ,1,1,2-Tetrachloroethane ,1,2,2-Tetrachloroethane Tetrachloroethene Toluene ,2,3-Trichlorobenzene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane ,2,3-Trichloropropane ,2,4-Trimethylbenzene ,3,5-Trimethylbenzene Vinyl Chloride Xylene (Total) GC Volatiles SW B ug/l ug/l TPH-GRO water C6-C10 n.a GC Petroleum Hydrocarbons SW B ug/l ug/l DRO C10-C28 n.a Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by 8260B SW B 25mL 1 I1892AA 11/06/ :43 Joel G Chachapoya 1 purge GC/MS VOA Water Prep SW B 1 I1892AA 11/06/ :43 Joel G Chachapoya TPH-GRO water C6-C10 SW B 1 184C20A 11/01/ :06 Jeremy C Giffin GC VOA Water Prep SW B 1 184C20A 11/01/ :06 Jeremy C Giffin TPH-DRO 8015B SW B A 11/02/ :47 Marisa Englebright Microextraction - DRO (waters) SW Rev 1, July A 11/01/ :00 Michelle A Newswanger 1 Page 10 of 25

70 Sample Description: Project Name: MW-6 Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ : CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l Acrylonitrile t-amyl methyl ether Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane t-butyl Alcohol n-butylbenzene sec-butylbenzene tert-butylbenzene Carbon Disulfide Chlorobenzene Chloroethane Chloroform J Chloromethane Chlorotoluene Chlorotoluene ,2-Dibromo-3-chloropropane Dibromochloromethane ,2-Dibromoethane Dibromomethane trans-1,4-dichloro-2-butene ,2-Dichlorobenzene ,3-Dichlorobenzene ,4-Dichlorobenzene Dichlorodifluoromethane ,1-Dichloroethane ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane ,3-Dichloropropane ,2-Dichloropropane ,1-Dichloropropene cis-1,3-dichloropropene trans-1,3-dichloropropene Ethyl t-butyl ether Ethylbenzene Hexachlorobutadiene di-isopropyl Ether J Isopropylbenzene p-isopropyltoluene Methyl Tertiary Butyl Ether J Methylene Chloride Naphthalene Page 11 of 25

71 Sample Description: Project Name: MW-6 Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ : CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l n-propylbenzene Styrene ,1,1,2-Tetrachloroethane ,1,2,2-Tetrachloroethane Tetrachloroethene J Toluene ,2,3-Trichlorobenzene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane ,2,3-Trichloropropane ,2,4-Trimethylbenzene ,3,5-Trimethylbenzene Vinyl Chloride Xylene (Total) GC Volatiles SW B ug/l ug/l TPH-GRO water C6-C10 n.a GC Petroleum Hydrocarbons SW B ug/l ug/l DRO C10-C28 n.a Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by 8260B SW B 25mL 1 I1892AA 11/06/ :04 Joel G Chachapoya 1 purge GC/MS VOA Water Prep SW B 1 I1892AA 11/06/ :04 Joel G Chachapoya TPH-GRO water C6-C10 SW B 1 184C20A 11/01/ :28 Jeremy C Giffin GC VOA Water Prep SW B 1 184C20A 11/01/ :28 Jeremy C Giffin TPH-DRO 8015B SW B A 11/07/ :16 Marisa Englebright Microextraction - DRO (waters) SW Rev 1, July A 11/06/ :45 Elizabeth E Donovan 1 Page 12 of 25

72 Sample Description: Project Name: MW-6D Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ :45 CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l Acrylonitrile t-amyl methyl ether Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane t-butyl Alcohol n-butylbenzene sec-butylbenzene tert-butylbenzene Carbon Disulfide Chlorobenzene Chloroethane Chloroform Chloromethane Chlorotoluene Chlorotoluene ,2-Dibromo-3-chloropropane Dibromochloromethane ,2-Dibromoethane Dibromomethane trans-1,4-dichloro-2-butene ,2-Dichlorobenzene ,3-Dichlorobenzene ,4-Dichlorobenzene Dichlorodifluoromethane ,1-Dichloroethane ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane ,3-Dichloropropane ,2-Dichloropropane ,1-Dichloropropene cis-1,3-dichloropropene trans-1,3-dichloropropene Ethyl t-butyl ether Ethylbenzene Hexachlorobutadiene di-isopropyl Ether Isopropylbenzene p-isopropyltoluene Methyl Tertiary Butyl Ether J Methylene Chloride Naphthalene Page 13 of 25

73 Sample Description: Project Name: MW-6D Grab Groundwater 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna Carroll Madonna GES, Inc. ELLE Sample #: GW ELLE Group #: Matrix: Groundwater Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ :45 CAT No. Analysis Name CAS Number As Received Result As Received Method Detection Limit Dilution Factor GC/MS Volatiles SW B 25mL purge ug/l ug/l n-propylbenzene Styrene ,1,1,2-Tetrachloroethane ,1,2,2-Tetrachloroethane Tetrachloroethene Toluene ,2,3-Trichlorobenzene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane ,2,3-Trichloropropane ,2,4-Trimethylbenzene ,3,5-Trimethylbenzene Vinyl Chloride Xylene (Total) GC Volatiles SW B ug/l ug/l TPH-GRO water C6-C10 n.a GC Petroleum Hydrocarbons SW B ug/l ug/l DRO C10-C28 n.a Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by 8260B SW B 25mL 1 I1892AA 11/06/ :26 Joel G Chachapoya 1 purge GC/MS VOA Water Prep SW B 1 I1892AA 11/06/ :26 Joel G Chachapoya TPH-GRO water C6-C10 SW B 1 184C20A 11/01/ :51 Jeremy C Giffin GC VOA Water Prep SW B 1 184C20A 11/01/ :51 Jeremy C Giffin TPH-DRO 8015B SW B A 11/02/ :33 Marisa Englebright Microextraction - DRO (waters) SW Rev 1, July A 11/01/ :00 Michelle A Newswanger 1 Page 14 of 25

74 Quality Control Summary Client Name: GES, Inc. Reported: 11/14/ :56 Group Number: Matrix QC may not be reported if insufficient sample or site-specific QC samples were not submitted. In these situations, to demonstrate precision and accuracy at a batch level, a LCS/LCSD was performed, unless otherwise specified in the method. All Inorganic Initial Calibration and Continuing Calibration Blanks met acceptable method criteria unless otherwise noted on the Analysis Report. Method Blank Analysis Name Result MDL ug/l ug/l Batch number: I1892AA Sample number(s): Acrylonitrile 0.3 t-amyl methyl ether 0.3 Benzene 0.05 Bromobenzene 0.05 Bromochloromethane 0.05 Bromodichloromethane 0.05 Bromoform 0.3 Bromomethane t-butyl Alcohol 1.6 n-butylbenzene 0.07 sec-butylbenzene 0.05 tert-butylbenzene 0.05 Carbon Disulfide 0.09 Chlorobenzene 0.05 Chloroethane 0.09 Chloroform 0.05 Chloromethane Chlorotoluene Chlorotoluene ,2-Dibromo-3-chloropropane 0.2 Dibromochloromethane ,2-Dibromoethane 0.05 Dibromomethane 0.05 trans-1,4-dichloro-2-butene 0.6 1,2-Dichlorobenzene ,3-Dichlorobenzene ,4-Dichlorobenzene 0.06 Dichlorodifluoromethane 1,1-Dichloroethane ,2-Dichloroethane ,1-Dichloroethene 0.05 cis-1,2-dichloroethene 0.05 trans-1,2-dichloroethene ,2-Dichloropropane ,3-Dichloropropane ,2-Dichloropropane ,1-Dichloropropene 0.05 cis-1,3-dichloropropene 0.05 trans-1,3-dichloropropene 0.05 *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 15 of 25

75 Quality Control Summary Client Name: GES, Inc. Reported: 11/14/ :56 Group Number: Method Blank (continued) Analysis Name Result MDL ug/l ug/l Ethyl t-butyl ether 0.06 Ethylbenzene 0.05 Hexachlorobutadiene di-isopropyl Ether 0.05 Isopropylbenzene 0.05 p-isopropyltoluene 0.05 Methyl Tertiary Butyl Ether 0.05 Methylene Chloride 0.06 Naphthalene 0.09 n-propylbenzene 0.05 Styrene ,1,1,2-Tetrachloroethane ,1,2,2-Tetrachloroethane 0.06 Tetrachloroethene 0.05 Toluene ,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane 0.05 Trichloroethene 0.05 Trichlorofluoromethane 1,2,3-Trichloropropane ,2,4-Trimethylbenzene ,3,5-Trimethylbenzene 0.05 Vinyl Chloride 0.08 Xylene (Total) 0.08 Batch number: 184C20A Sample number(s): TPH-GRO water C6-C10 11 Batch number: A Sample number(s): , DRO C10-C28 53 Batch number: A Sample number(s): DRO C10-C28 53 LCS/LCSD Analysis Name LCS Spike LCS LCSD Spike LCSD Added Conc Added Conc ug/l ug/l ug/l ug/l LCS %REC LCSD %REC LCS/LCSD Limits RPD RPD Max Batch number: I1892AA Sample number(s): Acrylonitrile *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 16 of 25

76 Quality Control Summary Client Name: GES, Inc. Reported: 11/14/ :56 Group Number: LCS/LCSD (continued) Analysis Name LCS Spike LCS LCSD Spike LCSD Added Conc Added Conc ug/l ug/l ug/l ug/l LCS %REC LCSD %REC LCS/LCSD Limits RPD RPD Max t-amyl methyl ether Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane t-butyl Alcohol n-butylbenzene sec-butylbenzene tert-butylbenzene Carbon Disulfide Chlorobenzene Chloroethane Chloroform Chloromethane 2-Chlorotoluene 4-Chlorotoluene 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane Dibromomethane trans-1,4-dichloro-2-butene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorodifluoromethane 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene 1,2-Dichloropropane 1,3-Dichloropropane 2,2-Dichloropropane 1,1-Dichloropropene cis-1,3-dichloropropene trans-1,3-dichloropropene Ethyl t-butyl ether Ethylbenzene Hexachlorobutadiene di-isopropyl Ether Isopropylbenzene p-isopropyltoluene *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 17 of 25

77 Quality Control Summary Client Name: GES, Inc. Reported: 11/14/ :56 Group Number: LCS/LCSD (continued) Analysis Name LCS Spike LCS LCSD Spike LCSD Added Conc Added Conc ug/l ug/l ug/l ug/l LCS %REC LCSD %REC LCS/LCSD Limits RPD RPD Max Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene n-propylbenzene Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethene Toluene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,5-Trimethylbenzene Vinyl Chloride Xylene (Total) ug/l ug/l ug/l ug/l Batch number: 184C20A Sample number(s): TPH-GRO water C6-C ug/l ug/l ug/l ug/l Batch number: A Sample number(s): , DRO C10-C Batch number: A Sample number(s): DRO C10-C Unspiked (UNSPK) = the sample used in conjunction with the matrix spike MS/MSD Analysis Name Unspiked Conc MS Spike Added MS Conc MSD Spike Added MSD Conc MS %Rec MSD %Rec MS/MSD Limits RPD RPD Max ug/l ug/l ug/l ug/l ug/l Batch number: I1892AA Sample number(s): UNSPK: Acrylonitrile * t-amyl methyl ether *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 18 of 25

78 Quality Control Summary Client Name: GES, Inc. Reported: 11/14/ :56 Group Number: Unspiked (UNSPK) = the sample used in conjunction with the matrix spike MS/MSD (continued) Analysis Name Unspiked Conc MS Spike Added MS Conc MSD Spike Added MSD Conc MS %Rec MSD %Rec MS/MSD Limits RPD RPD Max ug/l ug/l ug/l ug/l ug/l Benzene * Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane t-butyl Alcohol n-butylbenzene * 125* sec-butylbenzene * 123* tert-butylbenzene Carbon Disulfide Chlorobenzene * 123* Chloroethane Chloroform Chloromethane Chlorotoluene Chlorotoluene ,2-Dibromo-3-chloropropane Dibromochloromethane ,2-Dibromoethane Dibromomethane trans-1,4-dichloro-2-butene ,2-Dichlorobenzene ,3-Dichlorobenzene ,4-Dichlorobenzene Dichlorodifluoromethane ,1-Dichloroethane ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene * ,2-Dichloropropane * 126* ,3-Dichloropropane * ,2-Dichloropropane ,1-Dichloropropene * cis-1,3-dichloropropene trans-1,3-dichloropropene Ethyl t-butyl ether Ethylbenzene * Hexachlorobutadiene di-isopropyl Ether Isopropylbenzene * p-isopropyltoluene * 122* *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 19 of 25

79 Quality Control Summary Client Name: GES, Inc. Reported: 11/14/ :56 Group Number: Unspiked (UNSPK) = the sample used in conjunction with the matrix spike MS/MSD (continued) Analysis Name Unspiked Conc MS Spike Added MS Conc MSD Spike Added MSD Conc MS %Rec MSD %Rec MS/MSD Limits RPD RPD Max ug/l ug/l ug/l ug/l ug/l Methyl Tertiary Butyl Ether Methylene Chloride * Naphthalene n-propylbenzene * 123* Styrene ,1,1,2-Tetrachloroethane ,1,2,2-Tetrachloroethane Tetrachloroethene Toluene * 121* ,2,3-Trichlorobenzene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane * 123* Trichloroethene Trichlorofluoromethane ,2,3-Trichloropropane ,2,4-Trimethylbenzene ,3,5-Trimethylbenzene Vinyl Chloride Xylene (Total) * Surrogate recoveries which are outside of the QC window are confirmed unless attributed to dilution or otherwise noted on the Analysis Report. Surrogate Quality Control Analysis Name: VOCs- 25ml Water by 8260B Batch number: I1892AA Dibromofluoromethane 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Blank LCS LCSD MS MSD *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 20 of 25

80 Dibromofluoromethane 1,2-Dichloroethane-d4 Toluene-d8 4-Bromofluorobenzene Trifluorotoluene-F Orthoterphenyl Orthoterphenyl Quality Control Summary Client Name: GES, Inc. Reported: 11/14/ :56 Group Number: Surrogate recoveries which are outside of the QC window are confirmed unless attributed to dilution or otherwise noted on the Analysis Report. Analysis Name: VOCs- 25ml Water by 8260B Batch number: I1892AA Surrogate Quality Control Limits: Analysis Name: TPH-GRO water C6-C10 Batch number: 184C20A Trifluorotoluene-F Blank 89 LCS 103 Limits: Analysis Name: TPH-DRO 8015B Batch number: A Orthoterphenyl Blank 95 LCS 93 LCSD 95 Limits: Analysis Name: TPH-DRO 8015B Batch number: A Orthoterphenyl Blank 86 LCS 81 Limits: *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 21 of 25

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83 Explanation of Symbols and Abbreviations The following defines common symbols and abbreviations used in reporting technical data: BMQL C cfu CP Units F g IU kg L lb. m3 meq mg Below Minimum Quantitation Level degrees Celsius colony forming units cobalt-chloroplatinate units degrees Fahrenheit gram(s) International Units kilogram(s) liter(s) pound(s) cubic meter(s) milliequivalents milligram(s) ml milliliter(s) MPN Most Probable Number non-detect ng nanogram(s) NTU nephelometric turbidity units pg/l picogram/liter RL Reporting Limit TNTC Too Numerous To Count µg microgram(s) µl microliter(s) umhos/cm micromhos/cm MCL Maximum Contamination Limit < less than > greater than ppm parts per million - One ppm is equivalent to one milligram per kilogram (mg/kg) or one gram per million grams. For aqueous liquids, ppm is usually taken to be equivalent to milligrams per liter (mg/l), because one liter of water has a weight very close to a kilogram. For gases or vapors, one ppm is equivalent to one microliter per liter of gas. ppb parts per billion Dry weight Results printed under this heading have been adjusted for moisture content. This increases the analyte weight basis concentration to approximate the value present in a similar sample without moisture. All other results are reported on an as-received basis. Analytical test results meet all requirements of the associated regulatory program (i.e., NELAC (TNI), DoD, and ISO 17025) unless otherwise noted under the individual analysis. Measurement uncertainty values, as applicable, are available upon request. Tests results relate only to the sample tested. Clients should be aware that a critical step in a chemical or microbiological analysis is the collection of the sample. Unless the sample analyzed is truly representative of the bulk of material involved, the test results will be meaningless. If you have questions regarding the proper techniques of collecting samples, please contact us. We cannot be held responsible for sample integrity, however, unless sampling has been performed by a member of our staff. This report shall not be reproduced except in full, without the written approval of the laboratory. Times are local to the area of activity. Parameters listed in the 40 CFR Part 136 Table II as analyze immediately are not performed within 15 minutes. WARRANTY AND LIMITS OF LIABILITY - In accepting analytical work, we warrant the accuracy of test results for the sample as submitted. THE FOREGOING EXPRESS WARRANTY IS EXCLUSIVE AND IS GIVEN IN LIEU OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED. WE DISCLAIM ANY OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING A WARRANTY OF FITNESS FOR PARTICULAR PURPOSE AND WARRANTY OF MERCHANTABILITY. IN NO EVENT SHALL EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL, LLC BE LIABLE FOR INDIRECT, SPECIAL, CONSEQUENTIAL, OR INCIDENTAL DAMAGES INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF PROFIT OR GOODWILL REGARDLESS OF (A) THE NEGLIGENCE (EITHER SOLE OR CONCURRENT) OF EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL AND (B) WHETHER EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL HAS BEEN INFORMED OF THE POSSIBILITY OF SUCH DAMAGES. We accept no legal responsibility for the purposes for which the client uses the test results. No purchase order or other order for work shall be accepted by Eurofins Lancaster Laboratories Environmental which includes any conditions that vary from the Standard Terms and Conditions, and Eurofins Lancaster Laboratories Environmental hereby objects to any conflicting terms contained in any acceptance or order submitted by client Page 24 of 25

84 Data Qualifiers Qualifier Definition C Result confirmed by reanalysis D1 Indicates for dual column analyses that the result is reported from column 1 D2 Indicates for dual column analyses that the result is reported from column 2 E Concentration exceeds the calibration range K1 Initial Calibration Blank is above the QC limit and the sample result is ND K2 Continuing Calibration Blank is above the QC limit and the sample result is ND K3 Initial Calibration Verification is above the QC limit and the sample result is ND K4 Continuing Calibration Verification is above the QC limit and the sample result is ND J (or G, I, X) Estimated value >= the Method Detection Limit (MDL or DL) and < the Limit of Quantitation (LOQ or RL) P Concentration difference between the primary and confirmation column >40%. The lower result is reported. P^ Concentration difference between the primary and confirmation column > 40%. The higher result is reported. U Analyte was not detected at the value indicated V Concentration difference between the primary and confirmation column >100%. The reporting limit is raised due to this disparity and evident interference. W The dissolved oxygen uptake for the unseeded blank is greater than 0.20 mg/l. Z Laboratory Defined - see analysis report Additional Organic and Inorganic CLP qualifiers may be used with Form 1 reports as defined by the CLP methods. Qualifiers specific to Dioxin/Furans and PCB Congeners are detailed on the individual Analysis Report. Page 25 of 25

85 ANALYSIS REPORT Prepared by: Eurofins Lancaster Laboratories Environmental 2425 New Holland Pike Lancaster, PA Prepared for: GES, Inc. 440 Creamery Way, Suite 500 Exton PA Report Date: November 08, :48 Project: Carroll Madonna - High's #1 Account #: Group Number: PO Number: Release Number: ORG # 0404 State of Sample Origin: MD Electronic Copy To GES Inc. Attn: Pete Reichardt Electronic Copy To GES, Inc.-MD Attn: Data Distribution Respectfully Submitted, (717) To view our laboratory's current scopes of accreditation please go to Historical copies may be requested through your project manager. Page 1 of 13

86 SAMPLE INFORMATION Client Sample Description Sample Collection ELLE# Date/Time 3921 Greenpeak-EFF Grab Potable Water 10/25/ : Greenpeak-MID Grab Potable Water 10/25/ : Greenpeak-INF Grab Potable Water 10/25/ : Greenpeak Grab Potable Water 10/25/ : The specific methodologies used in obtaining the enclosed analytical results are indicated on the Laboratory Sample Analysis Record. Page 2 of 13

87 Sample Description: 3921 Greenpeak-EFF Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ :10 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA S1891AA 11/05/ :18 Don V Viray 1 Page 3 of 13

88 Sample Description: 3921 Greenpeak-MID Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ :15 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA S1891AA 11/05/ :46 Don V Viray 1 Page 4 of 13

89 Sample Description: 3921 Greenpeak-INF Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ :20 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene J Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Volatile compounds have been detected above the LOQ in the sample. Since a field reagent blank (trip blank) was not submitted with this sample any potential contribution of volatiles from the sampling/transport process cannot be assessed. Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA S1891AA 11/05/ :13 Don V Viray 1 Page 5 of 13

90 Sample Description: 3922 Greenpeak Grab Potable Water 4101 Norrisville Rd, Jarrettsville, MD Carroll Madonna - High's #1 Project Name: Carroll Madonna - High's #1 GES, Inc. ELLE Sample #: PW ELLE Group #: Matrix: Potable Water Submittal Date/Time: 10/26/ :40 Collection Date/Time: 10/25/ :40 CAT No. Analysis Name CAS Number Result Method Detection Limit Dilution Factor GC/MS Volatiles EPA ug/l ug/l t-amyl Methyl Ether Benzene t-butyl Alcohol Carbon Tetrachloride Chlorobenzene ,2-Dichlorobenzene ,3-Dichlorobenzene ,2-Dichloroethane ,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene ,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene ,2,4-Trichlorobenzene ,1,1-Trichloroethane ,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Volatile compounds have been detected above the LOQ in the sample. Since a field reagent blank (trip blank) was not submitted with this sample any potential contribution of volatiles from the sampling/transport process cannot be assessed. Sample Comments Trip blank vials were not received by the laboratory for this sample group. Laboratory Sample Analysis Record CAT Analysis Name Method Trial# Batch# Analysis Analyst Dilution No. Date and Time Factor VOCs- 25ml Water by EPA S1891AA 11/05/ :41 Don V Viray 1 Page 6 of 13

91 Quality Control Summary Client Name: GES, Inc. Reported: 11/08/ :48 Group Number: Matrix QC may not be reported if insufficient sample or site-specific QC samples were not submitted. In these situations, to demonstrate precision and accuracy at a batch level, a LCS/LCSD was performed, unless otherwise specified in the method. All Inorganic Initial Calibration and Continuing Calibration Blanks met acceptable method criteria unless otherwise noted on the Analysis Report. Method Blank Analysis Name Result MDL ug/l ug/l Batch number: S1891AA Sample number(s): t-amyl Methyl Ether Benzene t-butyl Alcohol 5.0 Carbon Tetrachloride Chlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene 1,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride 0.3 Naphthalene 0.2 Styrene Tetrachloroethene Toluene 1,2,4-Trichlorobenzene 0.2 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) LCS/LCSD Analysis Name LCS Spike LCS LCSD Spike LCSD Added Conc Added Conc ug/l ug/l ug/l ug/l LCS %REC LCSD %REC LCS/LCSD Limits RPD RPD Max Batch number: S1891AA Sample number(s): t-amyl Methyl Ether 5.02 Benzene *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 7 of 13

92 Quality Control Summary Client Name: GES, Inc. Reported: 11/08/ :48 Group Number: LCS/LCSD (continued) Analysis Name LCS Spike LCS LCSD Spike LCSD Added Conc Added Conc ug/l ug/l ug/l ug/l LCS %REC LCSD %REC LCS/LCSD Limits RPD RPD Max t-butyl Alcohol Carbon Tetrachloride Chlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-dichloroethene trans-1,2-dichloroethene 1,2-Dichloropropane Ethyl t-butyl Ether Ethylbenzene di-isopropyl Ether Methyl Tertiary Butyl Ether Methylene Chloride Naphthalene Styrene Tetrachloroethene Toluene 1,2,4-Trichlorobenzene 1,1,1-Trichloroethane 1,1,2-Trichloroethane Trichloroethene Vinyl Chloride Xylene (Total) Surrogate Quality Control Surrogate recoveries which are outside of the QC window are confirmed unless attributed to dilution or otherwise noted on the Analysis Report. Analysis Name: VOCs- 25ml Water by Batch number: S1891AA 4-Bromofluorobenzene 1,2-Dichlorobenzene-d Blank LCS *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 8 of 13

93 4-Bromofluorobenzene 1,2-Dichlorobenzene-d4 Quality Control Summary Client Name: GES, Inc. Reported: 11/08/ :48 Group Number: Surrogate recoveries which are outside of the QC window are confirmed unless attributed to dilution or otherwise noted on the Analysis Report. Analysis Name: VOCs- 25ml Water by Batch number: S1891AA Limits: Surrogate Quality Control *- Outside of specification (1) The result for one or both determinations was less than five times the LOQ. (2) The unspiked result was more than four times the spike added. Page 9 of 13

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96 Explanation of Symbols and Abbreviations The following defines common symbols and abbreviations used in reporting technical data: BMQL C cfu CP Units F g IU kg L lb. m3 meq mg Below Minimum Quantitation Level degrees Celsius colony forming units cobalt-chloroplatinate units degrees Fahrenheit gram(s) International Units kilogram(s) liter(s) pound(s) cubic meter(s) milliequivalents milligram(s) ml milliliter(s) MPN Most Probable Number non-detect ng nanogram(s) NTU nephelometric turbidity units pg/l picogram/liter RL Reporting Limit TNTC Too Numerous To Count µg microgram(s) µl microliter(s) umhos/cm micromhos/cm MCL Maximum Contamination Limit < less than > greater than ppm parts per million - One ppm is equivalent to one milligram per kilogram (mg/kg) or one gram per million grams. For aqueous liquids, ppm is usually taken to be equivalent to milligrams per liter (mg/l), because one liter of water has a weight very close to a kilogram. For gases or vapors, one ppm is equivalent to one microliter per liter of gas. ppb parts per billion Dry weight Results printed under this heading have been adjusted for moisture content. This increases the analyte weight basis concentration to approximate the value present in a similar sample without moisture. All other results are reported on an as-received basis. Analytical test results meet all requirements of the associated regulatory program (i.e., NELAC (TNI), DoD, and ISO 17025) unless otherwise noted under the individual analysis. Measurement uncertainty values, as applicable, are available upon request. Tests results relate only to the sample tested. Clients should be aware that a critical step in a chemical or microbiological analysis is the collection of the sample. Unless the sample analyzed is truly representative of the bulk of material involved, the test results will be meaningless. If you have questions regarding the proper techniques of collecting samples, please contact us. We cannot be held responsible for sample integrity, however, unless sampling has been performed by a member of our staff. This report shall not be reproduced except in full, without the written approval of the laboratory. Times are local to the area of activity. Parameters listed in the 40 CFR Part 136 Table II as analyze immediately are not performed within 15 minutes. WARRANTY AND LIMITS OF LIABILITY - In accepting analytical work, we warrant the accuracy of test results for the sample as submitted. THE FOREGOING EXPRESS WARRANTY IS EXCLUSIVE AND IS GIVEN IN LIEU OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED. WE DISCLAIM ANY OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING A WARRANTY OF FITNESS FOR PARTICULAR PURPOSE AND WARRANTY OF MERCHANTABILITY. IN NO EVENT SHALL EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL, LLC BE LIABLE FOR INDIRECT, SPECIAL, CONSEQUENTIAL, OR INCIDENTAL DAMAGES INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF PROFIT OR GOODWILL REGARDLESS OF (A) THE NEGLIGENCE (EITHER SOLE OR CONCURRENT) OF EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL AND (B) WHETHER EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL HAS BEEN INFORMED OF THE POSSIBILITY OF SUCH DAMAGES. We accept no legal responsibility for the purposes for which the client uses the test results. No purchase order or other order for work shall be accepted by Eurofins Lancaster Laboratories Environmental which includes any conditions that vary from the Standard Terms and Conditions, and Eurofins Lancaster Laboratories Environmental hereby objects to any conflicting terms contained in any acceptance or order submitted by client Page 12 of 13

97 Data Qualifiers Qualifier Definition C Result confirmed by reanalysis D1 Indicates for dual column analyses that the result is reported from column 1 D2 Indicates for dual column analyses that the result is reported from column 2 E Concentration exceeds the calibration range K1 Initial Calibration Blank is above the QC limit and the sample result is ND K2 Continuing Calibration Blank is above the QC limit and the sample result is ND K3 Initial Calibration Verification is above the QC limit and the sample result is ND K4 Continuing Calibration Verification is above the QC limit and the sample result is ND J (or G, I, X) Estimated value >= the Method Detection Limit (MDL or DL) and < the Limit of Quantitation (LOQ or RL) P Concentration difference between the primary and confirmation column >40%. The lower result is reported. P^ Concentration difference between the primary and confirmation column > 40%. The higher result is reported. U Analyte was not detected at the value indicated V Concentration difference between the primary and confirmation column >100%. The reporting limit is raised due to this disparity and evident interference. W The dissolved oxygen uptake for the unseeded blank is greater than 0.20 mg/l. Z Laboratory Defined - see analysis report Additional Organic and Inorganic CLP qualifiers may be used with Form 1 reports as defined by the CLP methods. Qualifiers specific to Dioxin/Furans and PCB Congeners are detailed on the individual Analysis Report. Page 13 of 13

98 APPENDIX B Vertical Groundwater Gradient Calculations

99 Vertical Gradient Calculations Second Semi-annual Period Carroll High s #1 Madonna 4101 Norrisville Road Madonna, MD MW-4 and MW-4D vertical gradient magnitude (well screen mid-point to mid-point calculation) of in an downward flow direction (calculated with the Environmental Protection Agency s (EPA) on-line vertical gradient calculator). MW-5 and MW-5D vertical gradient magnitude (well screen mid-point to mid-point calculation) of in an upward flow direction (calculated with the EPA on-line vertical gradient calculator).

100 Vertical Gradient Calculations Second Semi-annual Period Carroll High s #1 Madonna 4101 Norrisville Road Madonna, MD MW-6 and MW-6D vertical gradient magnitude (well screen mid-point to mid-point calculation) of in an upward flow direction (calculated with the EPA on-line vertical gradient calculator). EPA s vertical gradient calculator can be located at this site: