north carolina department of environmental quality 1646 ... management/dwm/sf... · 6/19/2018 ·...

AECOM Technical Services of North Carolina, Inc.5925 Carnegie Boulevard, Suite 370Charlotte, North Carolina 28209(704) 553-6150 Phone(704) 553-6151 Fax

AECOM5925 Carnegie Blvd. Suite 370Charlotte, North Carolina 28209

www.aecom.com

704 553 6150 tel704 553 6151 fax

June 19, 2018

North Carolina Department of Environmental QualityDivision of Waste Management – DSCA Program1646 Mail Services CenterRaleigh, NC 27699-1646

Att: Mr. Jay KingDSCA Project Manager

Re: Risk Management PlanFormer Highlander Center Laundry - DSCA Site ID DC8000061930 Statesville Boulevard (Formerly Located at 2000 Statesville Blvd.)Salisbury, Rowan County, North Carolina

Dear Mr. King:

AECOM is pleased to provide the attached Risk Management Plan (RMP) for the Former HighlanderCenter Laundry site previously located at 2000 Statesville Boulevard in Salisbury, North Carolina. A riskassessment conducted for the site indicates that contaminant concentrations at the site do not pose anunacceptable risk. The primary purpose of this RMP is to ensure that the assumptions made in the riskassessment remain valid in the future. Based on the documentation outlined in this report, AECOMrecommends issuance of a No Further Action letter for the site.

If you have any questions or require additional information, please do not hesitate to contact either RobMacWilliams or Jeffrey T. Hvozdik at 704-553-6150.

Sincerely,

AECOM TECHNICAL SERVICES OF NORTH CAROLINA, INC.

Jeffrey T. Hvozdik, PG Robert H. MacWilliams, PGProject Manager Program Manager

Risk Management PlanFormer Highlander Center Laundry - DSCA Site IDDC8000061930 Statesville Boulevard (Formerly Located at 2000Statesville Boulevard)Rowan CountySalisbury, North Carolina 28147

Submitted To:NC Department of Environmental QualityDivision of Waste Management – DSCA Program1646 Mail Services CenterRaleigh, NC 27699-1646

___________________ _______________________Jeffrey T. Hvozdik, PG Robert H. MacWilliams, PGProject Manager Program Manager

AECOM Technical Services of North Carolina, Inc.5925 Carnegie Boulevard, Suite 370Charlotte, North Carolina 28209

Risk Management Plan Former Highlander Center LaundryDSCA ID DC800006

AECOM June 2018

TABLE OF CONTENTS

SECTION.............................................................................................................................. PAGE1.0 INTRODUCTION........................................................................................................ 12.0 OBJECTIVES OF RISK MANAGEMENT PLAN .................................................. 23.0 SUMMARY OF RISK ASSESSMENT REPORT .................................................... 24.0 REMEDIAL ACTION PLAN ..................................................................................... 7

4.1 ASSESSMENT ACTIVITIES AND INTERIM ACTIONS ................................................ 74.2 REMEDIAL ACTION........................................................................................................ 14

5.0 DATA COLLECTED DURING RMP IMPLEMENTATION.............................. 166.0 LAND-USE CONTROLS .......................................................................................... 167.0 LONG-TERM STEWARDSHIP PLAN .................................................................. 178.0 RMP IMPLEMENTATION SCHEDULE............................................................... 179.0 CRITERIA FOR DEMONSTRATING RMP SUCCESS ...................................... 1810.0 CONTINGENCY PLAN IF RMP FAILS................................................................ 1811.0 CONCLUSIONS AND RECOMMENDATIONS ................................................... 18

FIGURES

Figure 1 Site Location Map

Figure 2 Exposure Unit Location Map

Figure 3 Groundwater Quality Summary Map

Figure 4 Soil Quality Summary Map

Figure 5 Soil SSTL Map

Figure 6 Soil Gas Quality Summary Map

APPENDICES

Appendix A Documentation of Plume Stability Evaluation


AECOM June 2018

Appendix B Level 1 Ecological Risk Assessment Checklists

Appendix C Notice of Dry-Cleaning Solvent Remediation (NDCSR)

Appendix C-1: NDCSR for the Source Property (Rusher Oil Co. Inc., PIN 327

027)

Appendix C-2: NDCSR for the Off-Source Property (Rusher Oil Co. Inc., PIN

327 118)

Appendix C-3: NDCSR for the Off-Source Property (S Cashion, LLC, PIN 331

129)

Appendix C-4: NDCSR for the Off-Source Property (Hotel Group of Salisbury

Inc., PIN 331 135)

Appendix C-5: NDCSR for the Off-Source Property (Rowan County, PIN 331

143)

Appendix D Example Annual Certification of Land-Use Restrictions

Appendix E Example Documents Announcing Public Comment Period


AECOM 1 June 2018

1.0 INTRODUCTION

AECOM Technical Services of North Carolina, Inc. (includes legacy URS and herein referred toas AECOM) has prepared this Risk Management Plan (RMP) to address dry-cleaning solventcontamination associated with the former Highlander Center Laundry site (DSCA IDDC800006) on behalf of the North Carolina Department of Environmental Quality (NCDEQ)Dry-Cleaning Solvent Cleanup Act (DSCA) Program. The former Highlander Center Laundryfacility was located at 2000 Statesville Boulevard, Rowan County, Salisbury, North Carolina asshown on the attached Figure 1. This address no longer exists as it is in the area of theinterchange at US 70 (Statesville Boulevard) and US 601 (Jake Alexander Boulevard)constructed in 1991. The dates of operation for the former Highlander Center Laundry dry-cleaning facility are not known. The former dry-cleaning property currently exists as an Exxon-branded gasoline filling station and Rushco Food Store convenience store located at 1930Statesville Boulevard.

The Highlander Center Laundry site (herein referred to as the “site”) includes the source property(where the dry-cleaning facility source was located) and four off-source properties wherecontamination from the former facility has migrated in groundwater. The site properties are asfollows:

1. Source property – Rusher Oil Co. Inc., 1930 Statesville Boulevard, PIN 327 027,which encompasses the former Highlander Center Laundry dry-cleaning facility and aportion of the existing convenience store building, canopy-covered dispenser islands,and paved surface level drive aisles and parking areas for the Exxon/Rushco FoodStore #11;

2. Off-source property – Rusher Oil Co. Inc., 2004 Statesville Boulevard, PIN 327118, which encompasses a portion of the existing convenience store building, canopy-covered dispenser islands, and paved surface level drive aisles and parking areas forthe Exxon/Rushco Food Store #11;

3. Off-source property – S Cashion, LLC, 2010 Statesville Boulevard, PIN 331 129,which encompasses a portion of the property improved with a car wash, canopy-covered dispenser islands, and paved surface level drive aisles and parking areas forthe BP/Country Cupboard convenience store and filling station;

4. Off-source property – Hotel Group of Salisbury Inc., West Jake AlexanderBoulevard, PIN 331 135, which encompasses the McDonald’s restaurant and pavedsurface level drive aisles and parking areas; and


AECOM 2 June 2018

5. Off-source property – Rowan County, 1951 Statesville Boulevard, PIN 331 143,which encompasses the former Salisbury Mall Cinemas movie theater and pavedsurface level drive aisles and parking areas.

This RMP is intended to comply with the requirements of the DSCA (N.C.G.S. 143-215.104A etseqs) and promulgated rules and follows the outline provided in the DSCA Program’s risk-basedcorrective action (RBCA) guidance.

2.0 OBJECTIVES OF RISK MANAGEMENT PLAN

AECOM has completed assessment activities at the site which identified the following:· The presence of tetrachloroethylene (PCE), benzene, methyl tert-butyl ether (MTBE),

and methylene chloride in groundwater beneath the source property at concentrationsexceeding the Title 15A NCAC 2L .0202 Groundwater Standards (2L Standards);

· The presence of PCE on four off-source properties at concentrations exceeding the 2LStandards;

· The presence of PCE in soil beneath the source property at concentrations above theDivision of Waste Management (DWM) health based and/or protection of groundwaterPreliminary Soil Remediation Goals (PSRGs); and,

· The presence of PCE in soil gas beneath the source property and two off-sourceproperties at concentrations above the DWM residential Soil Gas Screening Levels.

AECOM completed a risk assessment for the site in accordance with the DSCA Program’s riskassessment procedures in January 2016. The results of the risk assessment indicated that thereare risks that exceed applicable target levels on the source property. These risks will be managedusing site-specific land-use conditions that have been selected as part of the risk assessmentevaluation and which require a RMP. Thus, the objective of the RMP is to ensure that those site-specific land-use conditions remain valid in the future.

3.0 SUMMARY OF RISK ASSESSMENT REPORT

AECOM performed a risk assessment to address the applicable exposure pathways based on theidentified impacts summarized in Section 2.0. Comprehensive results of the risk assessment,which are summarized herein, are documented in the Risk Assessment Report, dated December16, 2015.


AECOM 3 June 2018

The site is currently zoned as commercial; however, to be protective of unknown future zoningand mixed-use development in the future, both residential and commercial scenarios wereconsidered as part of the risk assessment.

The risk assessment process consisted of evaluating exposure pathways for the exposure unitsshown on Figure 2. A summary of the groundwater quality data used in the risk assessment isincluded on Figure 3. A summary of the soil quality data used in the risk assessment is includedon Figures 4 and 5. A summary of the vapor quality data used in the risk assessment is includedon Figure 6. The exposure model evaluation indicated the following exposure pathways for eachExposure Unit:

Exposure Unit #1

Exposure Unit #1 encompasses the source property where the former Highlander Center Laundrydry-cleaning facility was located and the adjacent Rusher Oil Co, Inc. off-source property. Asdocumented in the Risk Assessment Report, dated December 16, 2015, petroleum constituentsidentified in Exposure Unit #1 were not included as part of groundwater, soil, soil gas, indoor airor outdoor vapor emission pathways as these impacts are associated with the active NCDEQUnderground Storage Tank (UST) incident #3519 and falls under the jurisdiction of the USTprogram and not DSCA.

· Indoor Inhalation of Vapor Emissions – For the indoor inhalation of vapor emissionsexposure pathway, soil gas data were used to evaluate current risk and future risk. Themaximum soil gas contaminant concentrations detected within Exposure Unit #1 wereconservatively used for the RCs. Indoor inhalation risk was evaluated using the DSCArisk assessment toolkit and applicable calculators for current conditions (commercial),and future conditions (residential and commercial). The indoor air exposure pathwaypassed the risk evaluation for current commercial land-use conditions as well as futureresidential land-use conditions. No land-use controls in Exposure Unit #1 are necessaryto address the Indoor Inhalation of Vapor Emissions exposure pathway.

· Surface Soil Combined – For the surface soil combined pathway, soil quality data wereused to evaluate current and future risk. The maximum soil contaminant concentrationsdetected within Exposure Unit #1 were conservatively used for the RCs. Surface soilcombined risk was evaluated using the DSCA risk assessment toolkit and applicablecalculators for current conditions (commercial), future conditions (residential andcommercial), and construction worker. Surface soil combined pathway risk levels did not


AECOM 4 June 2018

exceed calculated allowable risk for current commercial land-use conditions or futureresidential, commercial or construction user land-use conditions. No land-use controls inExposure Unit #1 are necessary to address the Surface Soil Combined exposure pathway.

· Dermal Contact with Groundwater - Impacted groundwater is not present within 10feet of ground surface. Therefore, dermal contact is considered an incomplete exposurepathway for current (commercial), future (residential and non-residential) andconstruction worker conditions.

Since groundwater contaminant concentrations above the 2L Standards are present withinExposure Unit #1, land-use controls should be implemented preventing the installation of watersupply wells within Exposure Unit #1.

Exposure Unit #2

Exposure Unit #2 encompasses a portion of the off-source S. Cashion LLC property. Petroleumconstituents were not included as part of groundwater pathways evaluated for this exposure unitsince these impacts are associated with the active UST incident #3519 and falls under thejurisdiction of the NCDEQ UST program and not DSCA.

· Indoor Inhalation of Vapor Emissions – For the indoor inhalation of vapor emissionsexposure pathway, soil gas data were used to evaluate current risk and future risk. Themaximum soil gas contaminant concentrations detected within Exposure Unit #2 wereconservatively used for the RCs. Indoor inhalation risk was evaluated using the DSCArisk assessment toolkit and applicable calculators for current conditions (commercial),and future conditions (residential and commercial). The indoor air exposure pathwaypassed the risk evaluation for current commercial land-use conditions but did not pass forfuture residential land-use conditions. The future indoor air inhalation exposure pathwaycan be addressed through the imposition of commercial land-use controls on the site.

· Surface Soil Combined – Impacted surface soil is not present within Exposure Unit #2.Therefore, the surface soil combined pathway is considered an incomplete pathway forcurrent (commercial), future (residential and non-residential) and construction workerconditions.

· Dermal Contact with Groundwater - Impacted groundwater is not present within 10feet of ground surface in Exposure Unit #2. Therefore, dermal contact is considered anincomplete exposure pathway for current (commercial), future (residential and non-residential) and construction worker conditions.


AECOM 5 June 2018

Since groundwater contaminant concentrations above the 2L Standards are present withinExposure Unit #2, a land-use control should be implemented preventing the installation of watersupply wells within Exposure Unit #2. Additionally, a commercial land-use control isrecommended to address unacceptable risk levels for indoor inhalation for future residential use.

Exposure Unit #3

Exposure Unit #3 encompasses portions of the off-source Hotel Group of Salisbury Inc. andRowan County properties. Petroleum constituents were not included as part of groundwaterpathways evaluated for this exposure unit since these impacts are associated with the active USTincident #3519 and falls under the jurisdiction of the NCDEQ UST program and not DSCA.

· Indoor Inhalation of Vapor Emissions – For the indoor inhalation of vapor emissionsexposure pathway, soil gas data were used to evaluate current risk and future risk. Themaximum soil gas contaminant concentrations detected within Exposure Unit #3 wereconservatively used for the RCs. Indoor inhalation risk was evaluated using the DSCArisk assessment toolkit and applicable calculators for current conditions (commercial),and future conditions (residential and commercial). The indoor air exposure pathwaypassed the risk evaluation for current commercial land-use conditions as well as forfuture residential land-use conditions. No land-use controls in Exposure Unit #3 arenecessary to address the indoor inhalation of vapor emissions pathway.

· Surface Soil Combined – Impacted surface soil is not present within Exposure Unit #3.Therefore, surface soil combine pathway is considered an incomplete pathway for current(commercial) and future (residential and non-residential) conditions.

· Dermal Contact with Groundwater - Impacted groundwater is not present within 10feet of ground surface in Exposure Unit #3. Therefore, dermal contact is considered anincomplete exposure pathway for current (commercial) and future (residential and non-residential) conditions.

Since groundwater contaminant concentrations above the 2L Standards are present withinExposure Unit #3, land-use controls should be implemented preventing the installation of watersupply wells within Exposure Unit #3.


AECOM 6 June 2018

Point of Exposure Modeling

Site-specific Domenico groundwater modeling results indicate an exceedance of the SSTL forPCE in source soil and groundwater as modeled to be protective of the closest point of exposure(POE) which was selected to be the first property (Quick Cash Pawn at 2045 StatesvilleBoulevard) on which impacts have not been observed and is located approximately 520 feetsouthwest from what is considered to be the soil and groundwater source area as indicated onFigure 2. Site-specific Domenico groundwater modeling results also indicated an exceedance ofthe SSTLs for PCE in source soil and groundwater as modeled to be protective of the unnamedtributary to Draft Branch Creek located approximately 1,750 feet southwest from the soil andgroundwater source area as indicated on Figure 1.

Evaluation of site groundwater quality indicates that the plume has not migrated as far as themodeling projects. The Domenico groundwater model utilized as part of this evaluation does notaccount for physical and/or biological mediated contaminant degradation that may be occurringnaturally in the subsurface as the contaminant(s) migrate between the source area and the pointof exposure(s). At this site, the significant presence of petroleum hydrocarbons in groundwaterserves as a carbon substrate further promoting biodegradation of the chlorinated constituents.This is apparent based on the presence of chlorinated solvent daughter products in most of thewells at the site, and non-detection of chlorinated solvent contaminant concentrations observedin downgradient wells MW-4, MW-5, and MW-5(CC).

In addition to contaminant degradation, the rate of infiltration is a significant variable in theleaching of contaminants from contaminated soil to groundwater. Specifically, the concentrationof dissolved phase contaminants in the groundwater beneath the site is proportional to the degreeof partitioning of contaminants from affected source soils to groundwater. As the rate ofinfiltration is a significant variable in the leaching of contaminants from contaminated soil togroundwater, it is reasonable to assume that plume expansion will occur if infiltration ratesincrease in the area of source soil contamination. In general, increased contaminant partitioningfrom soil to groundwater may result in a greater groundwater contaminant mass and ultimately alarger contaminant plume. It is recommended that land-use controls be utilized to maintaininfiltration conditions in areas where structures and/or paved surfaces may limit presentinfiltration rates. In respect to the site, the limited area of impacted soils exceeding the calculatedSSTLs as depicted in Figure 5 are located beneath the existing pavement of the current siteimprovements. As such, infiltration land-use controls are recommended for impacted soilsassociated with this site as depicted in Figure 5.


AECOM 7 June 2018

4.0 REMEDIAL ACTION PLAN

4.1 Assessment Activities and Interim Actions

NCDEQ provided URS with a copy of a Semiannual Sampling Report, dated June 25, 2008 forUST Incident Number 3519 at the Former Country Cupboard/Sunoco, Inc. facility located at2010 Statesville Boulevard (US 70), Salisbury, North Carolina. Ongoing assessment activitiescompleted at this property identified the presence of PCE at a concentration exceeding the 2LStandard in one of the groundwater monitoring wells (MW-13) at the property. The source of thePCE impact was not determined as part of the assessment activities completed at the 2010Statesville Boulevard property.

In addition, NCDEQ provided URS information that indicated the footprint of a historic dry-cleaning facility, Highlander Center Laundry (2000 Statesville Boulevard), currently residingwithin and/or beneath the right-of-way (ROW) for West Jake Alexander Boulevard (US 601).The former dry-cleaning facility was identified as a potential source for the solventcontamination identified on the 2010 Statesville Boulevard property.

URS conducted initial assessment activities in November 2010 on the Rusher Oil Co., Inc.property at 1930 Statesville Boulevard. URS installed two shallow Type II groundwatermonitoring wells (MW-1 and MW-2) and collected groundwater samples from on-sitegroundwater monitoring wells MW-1 and MW-2, as well as off-site groundwater monitoringwell MW-13. Laboratory analysis of the groundwater samples identified PCE in all threegroundwater samples at concentrations above the 2L standard. In addition, URS collected twosoil samples during the installation of groundwater monitoring well MW-1. Laboratory analysisof the soil samples identified PCE in shallow (2-3 feet below ground surface [bgs]) on-site soil ata concentration above NCDEQ soil remediation goals. Pertinent soil and groundwater analyticalresults for solvent contamination are shown on Figures 3, 4 and 5. Results of the November2010 investigation activities were submitted to the DSCA program in a letter report datedJanuary 17, 2011.

Subsequently, Rusher Oil Co., Inc. submitted a petition in May 2011 to request admittance of thesite into the DSCA Program. The site was certified into the program on May 24, 2011.

URS initiated prioritization assessment (PA) activities at the site in December 2011, after the sitewas accepted into the DSCA Program. PA activities included: (1) installation of five additional


AECOM 8 June 2018

shallow Type II groundwater monitoring wells (MW-3 through MW-7); (2) installation of twodeep Type III groundwater monitoring wells (DMW-1 and DMW-2); (3) collection of twoshelby tube samples from the groundwater monitoring well MW-7 location; (4) rising head slugtests on monitoring wells MW-1, MW-4 and MW-7; (5) the collection of twelve groundwatersamples from on-site and off-site monitoring wells MW-1 through MW-7, DMW-1, DMW-2,MW-13, VMW-7 and VMW-11; (6) a receptor survey of a 0.5 mile radius around the site; and(7) collection of groundwater samples from nearby water supply wells (WSWs) at 2102Woodleaf Road and 1804 Statesville Boulevard. Pertinent soil and groundwater analytical resultsfor solvent contamination are shown on Figures 3, 4 and 5. Results of the December 2011 PAactivities were submitted to the DSCA Program in a report dated April 4, 2012.

In concurrence with the PA activities performed in December 2011, URS also collected a soilgas sample SG-1 near the foundation of the on-site Rushco Food Store building. Results of thesoil gas sampling indicated acceptable risk levels for non-residential land use. URS submitted thesoil gas assessment data to the DSCA program in a letter report, dated April 4, 2012. Pertinentsoil gas analytical results for solvent contamination are shown on Figure 6.

Upon completion of the PA activities, URS initiated a groundwater monitoring program at thesite to demonstrate plume stability, as well as conducting additional soil gas sampling activitieson the adjacent Hotel Group of Salisbury, Inc. property at 1957 West Jake Alexander Boulevard.Groundwater monitoring events were performed between November 2012 and May 2013. Inaddition to sampling the twelve groundwater monitoring wells previously identified,groundwater sampling was performed in November 2012 and February 2013 at an off-sitemonitoring well located between the western leading edge of the chlorinated solvent contaminantplume and the Country Cupboard convenience store building. This monitoring well has beenidentified as MW-5 (CC). The additional soil gas assessment activities included the collection oftwo soil gas samples (SG-2 and SG-3) from near the foundation of the existing building in April2013.

Based on the results of the groundwater monitoring and soil gas assessment activities, URSconcluded that:

· Groundwater flow direction has consistently been to the southwest and chlorinatedsolvent impacts appear to be limited to on-site monitoring wells MW-1 and MW-2, andoff-site monitoring well MW-13.

· Evaluation of groundwater contaminant concentrations detected as of February 2013indicated either decreasing or stable trends, but an increase was seen in the subsequent


AECOM 9 June 2018

May 2013 sampling event at monitoring well MW-1. Groundwater analytical results fromthe samples collected from groundwater monitoring well MW-5(CC) indicate thatadditional vapor intrusion assessment at the Country Cupboard convenience storebuilding was not warranted. In addition, further horizontal and vertical assessment of thecontaminant plume did not appear to be warranted. URS submitted the groundwatermonitoring data to the DSCA program in a report dated June 18, 2013. Pertinentgroundwater analytical results for solvent contamination are shown on Figure 3.

· Soil gas analytical results from the samples collected from beneath the Hotel Group ofSalisbury, Inc. property did not warrant further vapor intrusion assessment activities.URS submitted the additional soil gas assessment data to the DSCA program in a letterreport, dated May 13, 2013. Pertinent soil gas analytical results for solvent contaminationare shown on Figure 6.

Additional groundwater monitoring activities were completed between September 2013 andNovember 2013 which included sampling thirteen groundwater monitoring wells (MW-1through MW-7, DMW-1, DMW-2, VMW-7, VMW-11 and MW-5(CC)) and four WSWs locatedat 2102 Woodleaf Road, 2036 Woodleaf Road, 2035 Woodleaf Road and 2034 Woodleaf Road.In February 2014, URS oversaw the abandonment of one inactive WSW at 2029 Woodleaf Road.The results of the additional groundwater monitoring activities indicated that the PCEconcentration in monitoring well MW-1 was lower than detected in May 2013. Analytical resultsfor the samples collected from the nearby off-site WSWs did not identify any dry-cleaningrelated contaminants of concern (COCs).

Since the groundwater quality data generated as part of the groundwater monitoring activities forthe site have empirically demonstrated plume stability and no impacts to potential off-sitereceptors (i.e. private WSWs) were identified, further horizontal and/or vertical assessment ofthe contaminant plume was not warranted. Based on the findings of the groundwater monitoringdata generated to date, the site was considered a viable candidate for closure pending thecompletion of a risk assessment pursuant to DSCA Program's RBCA Guidance, June 2012. URSsubmitted the additional groundwater monitoring data and the 2029 WSW abandonment recordto the DSCA in a report dated February 25, 2014. Pertinent groundwater analytical results forsolvent contamination are shown on Figure 3.

In April 2014, URS completed the Level 1 Ecological Risk Assessment checklists whichconcluded that no ecological receptors within 0.5 mile of the site are likely to be impacted.


AECOM 10 June 2018

Results of the ecological risk assessment activities were submitted to DSCA in a letter reportdated April 7, 2014.

In accordance with the RBCA Guidance, a risk assessment was initiated at the site in March2014. During completion of risk assessment activities, additional soil gas data was needed in theevaluation of Exposure Unit #2. Therefore, in February 2015, URS returned to the site andcollected one in-well soil gas sample (IWSG-MW-13-1) from monitoring well MW-13. Per theDSCA Risk Calculators, soil gas concentrations had acceptable cumulative carcinogenic risk fornon-residential use but unacceptable cumulative carcinogenic risk for residential use. Thesefindings were submitted in a letter report dated March 11, 2015.

Upon further review of soil quality data generated to date at the site, soil contaminantconcentrations of PCE detected in soil sample MW-1 (2-3) exceeded the calculated SSTL to beprotective of groundwater impacts migrating from the site. The location of soil sample MW-1 (2-3) is indicated on the attached Figures 4 and 5. Subsequently, additional soil quality data wasnecessary to accurately define the extent of soil impacts around soil sample MW-1 (2-3)exceeding the SSTLs.

In November 2015, URS returned to the site and collected samples from eight soil boringlocations (SB-1 through SB-8) from around monitoring well MW-1. Based on the findings of theadditional soil sampling activities, the area of soil impacts exceeding SSTLs appeared to bedefined and further assessment of the PCE impacted soil at the site did not appear to bewarranted. URS submitted the additional soil assessment data to the DSCA program in aletterreport, dated December 23, 2015. Pertinent soil analytical results for solvent contamination areshown on Figures 4 and 5.

When it was determined that soil, groundwater, and vapor assessment activities for the site werecomplete, URS submitted a risk assessment dated December 16, 2015 to the DSCA Program,which was approved on January 13, 2016. As discussed in detail in Section 3.0, the riskassessment concluded that risks associated with the contamination could be managed throughimplementation of site-specific land-use controls as detailed in this RMP. Therefore, the riskassessment recommended risk-based closure for the site. The purpose of this RMP is to ensurethat the assumptions made in the risk assessment remain valid in the future.NCDEQ provided URS with a copy of a Semiannual Sampling Report, dated June 25, 2008 forUST Incident Number 3519 at the Former Country Cupboard/Sunoco, Inc. facility located at2010 Statesville Boulevard (US 70), Salisbury, North Carolina. Ongoing assessment activities


AECOM 11 June 2018

completed at this property identified the presence of PCE at a concentration exceeding the 2LStandard in one of the groundwater monitoring wells (MW-13) at the property. The source of thePCE impact was not determined as part of the assessment activities completed at the 2010Statesville Boulevard property.

In addition, NCDEQ provided URS information that indicated the footprint of a historic dry-cleaning facility, Highlander Center Laundry (2000 Statesville Boulevard), currently residingwithin and/or beneath the right-of-way (ROW) for West Jake Alexander Boulevard (US 601).The former dry-cleaning facility was identified as a potential source for the solventcontamination identified on the 2010 Statesville Boulevard property.

URS conducted initial assessment activities in November 2010 on the Rusher Oil Co., Inc.property at 1930 Statesville Boulevard. URS installed two shallow Type II groundwatermonitoring wells (MW-1 and MW-2) and collected groundwater samples from on-sitegroundwater monitoring wells MW-1 and MW-2, as well as off-site groundwater monitoringwell MW-13. Laboratory analysis of the groundwater samples identified PCE in all threegroundwater samples at concentrations above the 2L standard. In addition, URS collected twosoil samples during the installation of groundwater monitoring well MW-1. Laboratory analysisof the soil samples identified PCE in shallow (2-3 feet below ground surface [bgs]) on-site soil ata concentration above NCDEQ soil remediation goals. Pertinent soil and groundwater analyticalresults for solvent contamination are shown on Figures 3, 4 and 5. Results of the November2010 investigation activities were submitted to the DSCA program in a letter report datedJanuary 17, 2011.

Subsequently, Rusher Oil Co., Inc. submitted a petition in May 2011 to request admittance of thesite into the DSCA Program. The site was certified into the program on May 24, 2011.

URS initiated prioritization assessment (PA) activities at the site in December 2011, after the sitewas accepted into the DSCA Program. PA activities included: (1) installation of five additionalshallow Type II groundwater monitoring wells (MW-3 through MW-7); (2) installation of twodeep Type III groundwater monitoring wells (DMW-1 and DMW-2); (3) collection of twoshelby tube samples from the groundwater monitoring well MW-7 location; (4) rising head slugtests on monitoring wells MW-1, MW-4 and MW-7; (5) the collection of twelve groundwatersamples from on-site and off-site monitoring wells MW-1 through MW-7, DMW-1, DMW-2,MW-13, VMW-7 and VMW-11; (6) a receptor survey of a 0.5 mile radius around the site; and(7) collection of groundwater samples from nearby water supply wells (WSWs) at 2102


AECOM 12 June 2018

Woodleaf Road and 1804 Statesville Boulevard. Pertinent soil and groundwater analytical resultsfor solvent contamination are shown on Figures 3, 4 and 5. Results of the December 2011 PAactivities were submitted to the DSCA Program in a report dated April 4, 2012.

In concurrence with the PA activities performed in December 2011, URS also collected a soilgas sample SG-1 near the foundation of the on-site Rushco Food Store building. Results of thesoil gas sampling indicated acceptable risk levels for non-residential land use. URS submitted thesoil gas assessment data to the DSCA program in a letter report, dated April 4, 2012. Pertinentsoil gas analytical results for solvent contamination are shown on Figure 6.

Upon completion of the PA activities, URS initiated a groundwater monitoring program at thesite to demonstrate plume stability, as well as conducting additional soil gas sampling activitieson the adjacent Hotel Group of Salisbury, Inc. property at 1957 West Jake Alexander Boulevard.Groundwater monitoring events were performed between November 2012 and May 2013. Inaddition to sampling the twelve groundwater monitoring wells previously identified,groundwater sampling was performed in November 2012 and February 2013 at an off-sitemonitoring well located between the western leading edge of the chlorinated solvent contaminantplume and the Country Cupboard convenience store building. This monitoring well has beenidentified as MW-5 (CC). The additional soil gas assessment activities included the collection oftwo soil gas samples (SG-2 and SG-3) from near the foundation of the existing building in April2013.

Based on the results of the groundwater monitoring and soil gas assessment activities, URSconcluded that:

· Groundwater flow direction has consistently been to the southwest and chlorinatedsolvent impacts appear to be limited to on-site monitoring wells MW-1 and MW-2, andoff-site monitoring well MW-13.

· Evaluation of groundwater contaminant concentrations detected as of February 2013indicated either decreasing or stable trends, but an increase was seen in the subsequentMay 2013 sampling event at monitoring well MW-1. Groundwater analytical results fromthe samples collected from groundwater monitoring well MW-5(CC) indicate thatadditional vapor intrusion assessment at the Country Cupboard convenience storebuilding was not warranted. In addition, further horizontal and vertical assessment of thecontaminant plume did not appear to be warranted. URS submitted the groundwatermonitoring data to the DSCA program in a report dated June 18, 2013. Pertinentgroundwater analytical results for solvent contamination are shown on Figure 3.


AECOM 13 June 2018

· Soil gas analytical results from the samples collected from beneath the Hotel Group ofSalisbury, Inc. property did not warrant further vapor intrusion assessment activities.URS submitted the additional soil gas assessment data to the DSCA program in a letterreport, dated May 13, 2013. Pertinent soil gas analytical results for solvent contaminationare shown on Figure 6.

Additional groundwater monitoring activities were completed between September 2013 andNovember 2013 which included sampling thirteen groundwater monitoring wells (MW-1through MW-7, DMW-1, DMW-2, VMW-7, VMW-11 and MW-5(CC)) and four WSWs locatedat 2102 Woodleaf Road, 2036 Woodleaf Road, 2035 Woodleaf Road and 2034 Woodleaf Road.In February 2014, URS oversaw the abandonment of one inactive WSW at 2029 Woodleaf Road.The results of the additional groundwater monitoring activities indicated that the PCEconcentration in monitoring well MW-1 was lower than detected in May 2013. Analytical resultsfor the samples collected from the nearby off-site WSWs did not identify any dry-cleaningrelated contaminants of concern (COCs).

Since the groundwater quality data generated as part of the groundwater monitoring activities forthe site have empirically demonstrated plume stability and no impacts to potential off-sitereceptors (i.e. private WSWs) were identified, further horizontal and/or vertical assessment ofthe contaminant plume was not warranted. Based on the findings of the groundwater monitoringdata generated to date, the site was considered a viable candidate for closure pending thecompletion of a risk assessment pursuant to DSCA Program's RBCA Guidance, June 2012. URSsubmitted the additional groundwater monitoring data and the 2029 WSW abandonment recordto the DSCA in a report dated February 25, 2014. Pertinent groundwater analytical results forsolvent contamination are shown on Figure 3.

In April 2014, URS completed the Level 1 Ecological Risk Assessment checklists whichconcluded that no ecological receptors within 0.5 mile of the site are likely to be impacted.Results of the ecological risk assessment activities were submitted to DSCA in a letter reportdated April 7, 2014.

In accordance with the RBCA Guidance, a risk assessment was initiated at the site in March2014. During completion of risk assessment activities, additional soil gas data was needed in theevaluation of Exposure Unit #2. Therefore, in February 2015, URS returned to the site andcollected one in-well soil gas sample (IWSG-MW-13-1) from monitoring well MW-13. Per theDSCA Risk Calculators, soil gas concentrations had acceptable cumulative carcinogenic risk for


AECOM 14 June 2018

non-residential use but unacceptable cumulative carcinogenic risk for residential use. Thesefindings were submitted in a letter report dated March 11, 2015.

Upon further review of soil quality data generated to date at the site, soil contaminantconcentrations of PCE detected in soil sample MW-1 (2-3) exceeded the calculated SSTL to beprotective of groundwater impacts migrating from the site. The location of soil sample MW-1 (2-3) is indicated on the attached Figures 4 and 5. Subsequently, additional soil quality data wasnecessary to accurately define the extent of soil impacts around soil sample MW-1 (2-3)exceeding the SSTLs.

In November 2015, URS returned to the site and collected samples from eight soil boringlocations (SB-1 through SB-8) from around monitoring well MW-1. Based on the findings of theadditional soil sampling activities, the area of soil impacts exceeding SSTLs appeared to bedefined and further assessment of the PCE impacted soil at the site did not appear to bewarranted. URS submitted the additional soil assessment data to the DSCA program in aletterreport, dated December 23, 2015. Pertinent soil analytical results for solvent contamination areshown on Figures 4 and 5.

When it was determined that soil, groundwater, and vapor assessment activities for the site werecomplete, URS submitted a risk assessment dated December 16, 2015 to the DSCA Program,which was approved on January 13, 2016. As discussed in detail in Section 3.0, the riskassessment concluded that risks associated with the contamination could be managed throughimplementation of site-specific land-use controls as detailed in this RMP. Therefore, the riskassessment recommended risk-based closure for the site. The purpose of this RMP is to ensurethat the assumptions made in the risk assessment remain valid in the future.

4.2 Remedial Action

According to the DSCA Program’s RBCA guidance, no remedial action is necessary if thefollowing four site conditions are met:

i. the dissolved plume is stable or decreasing;ii. the maximum concentration within the exposure domain for every complete exposure

pathway of any COC is less than ten times the RC of that COC;iii. adequate assurance is provided that the land-use assumptions used in the DSCA

program’s RBCA process are not violated for current or future conditions; and,iv. there are no ecological concerns at the site.


AECOM 15 June 2018

The site’s compliance with the four above referenced conditions confirms that the contaminantconcentrations are not likely to pose an unacceptable risk either at present or in the future andremedial action at the site is not required. Each of these conditions and their applicability to thesubject site are summarized in the following sections.

4.2.1 Condition 1 – The dissolved plume is stable or decreasing

A total of five groundwater monitoring events have been conducted using existing monitoringwells at the site in November 2012, February 2013, May 2013, September 2013 and November2013. URS focused on PCE as the COC for evaluation of plume stability.

URS prepared a concentration versus time graphs for sampling events conducted at the site,which are included in Appendix A. As shown on the trend plots, PCE concentrations have beengenerally stable or decreasing during the sampling events completed from November 2012through November 2013. Based on this data, URS concludes that the size of the plume is stableand concentrations in the source area are likely to remain generally stable.

Documentation of the plume stability evaluation, including a figure showing monitoring welllocations, a table showing historical groundwater analytical data and concentration versus timegraphs are included in Appendix A.

4.2.2 Condition 2 –The maximum concentration within the exposure domain for every completeexposure pathway of any COC is less than ten times the RC of that COC

Representative concentrations were not calculated as part of the risk assessment for this site.Instead, a more conservative approach was utilized by using the maximum concentration foreach COC within each exposure domain. Hence, this condition has been met for each COC andexposure pathway for the site.

4.2.3 Condition 3 – Adequate assurance is provided that the land-use assumptions used in theDSCA program’s RBCA process are not violated for current or future conditions.

The risk assessment completed for the source property was based on current land-use conditionsbeing commercial. However, using the most conservative approach, future conditions at the site


AECOM 16 June 2018

were considered to be residential. As discussed in Section 6.0, land-use controls will beimplemented for the site to ensure that these assumptions remain valid.

4.2.4 Condition 4 – There are no ecological concerns at the site.

On April 7, 2014, URS submitted a Level 1 Ecological Risk Assessment for the site inaccordance with the DSCA Program’s RBCA guidance. The results of the evaluation indicatethat the release does not pose an unacceptable ecological risk. The completed Level 1 EcologicalRisk Assessment Checklists A and B are attached as Appendix B.

The site’s compliance with the four above referenced conditions confirms that the contaminantconcentrations are not likely to pose an unacceptable risk either at present or in the future. Theplume is expected to naturally attenuate over time and the appropriate remedial action is toimplement appropriate land-use controls on the properties where soil and/or groundwatercontamination is present.

5.0 DATA COLLECTED DURING RMP IMPLEMENTATION

No further sampling or other data collection activities are proposed for the site or adjacentproperties, assuming the assumptions detailed in the Notice of Dry-Cleaning SolventRemediation (NDCSR) remain valid. As such, this section is not applicable.

6.0 LAND-USE CONTROLS

As discussed in detail in Section 3.0, the recommendation for closure in the risk assessment forthe site was based on the following land-use controls:

· The source property shall not be used for child care centers or schools, or for mining orextraction of coal, oil, gas or any mineral or non-mineral substances without prior writtenapproval from NCDEQ;

· The source property and two off-source properties (Rusher Oil Co. Inc. at 2004Statesville Boulevard [PIN 327 118] and S Cashion, LLC at 2010 Statesville Boulevard,[PIN 331 129]) shall be used exclusively for non-residential land use pursuant to 15ANCAC 02S.0102(21) and related amenities (parking, landscape areas and walkways), andall other uses of the source property are prohibited except as approved in writing byNCDEQ;


AECOM 17 June 2018

· Infiltration land use controls are recommended for the limited area of impacted soilsexceeding the calculated SSTLs located beneath the existing pavement of the sourceproperty.

· Groundwater will not be used on the source property and four off-source propertieswithout prior approval of NCDEQ.

Institutional controls will be implemented to ensure that land-use conditions are maintained andmonitored until the land-use controls are no longer required for the site. NDCSRs were preparedfor the source property and four off-source properties to comply with the land-use controlrequirement. The NDCSRs are included in Appendix C. Refer to the NDCSRs for the specificlanguage to be incorporated to address each of the risk assessment assumptions.

A plat showing the locations and types of dry-cleaning solvent impacts on the site is included asan exhibit to each NDCSR. The locations of dry-cleaning solvent impacts are wherecontaminants have been detected above unrestricted use standards.

7.0 LONG-TERM STEWARDSHIP PLAN

The NDCSR for the source property contains a clause which requires the owner of the site tosubmit a notarized “Annual Certification of Land-Use Restrictions” to NCDEQ on an annualbasis certifying that the NDCSR remains recorded with the Register of Deeds and that land-userestrictions (LURs) are being complied with. An example of such a certification is included inAppendix D.

8.0 RMP IMPLEMENTATION SCHEDULE

Since the groundwater plume is stable and confined to the source property and four off-sourceproperties, and possible exposure to the contamination is managed through the NDCSRs, noadditional site remediation activities are required to implement the RMP. A 30-day publiccomment period will be held to allow the community an opportunity to comment on thisproposed strategy. Appendix E includes example documents used to announce the publiccomment period in the local newspaper and to inform local officials, nearby property owners,and interested parties. As such, upon completion of the public comment period and finalapproval of the RMP, the NDCSRs will be filed with the Rowan County Register of Deeds andwill complete the RMP schedule.


AECOM 18 June 2018

9.0 CRITERIA FOR DEMONSTRATING RMP SUCCESS

The RMP will be successfully implemented once the required NDCSRs have been executed andrecorded with the Rowan County Register of Deeds. The NDCSR for each property may, at therequest of the property owner, may be canceled by NCDEQ after the risk to public health and theenvironment associated with the dry-cleaning solvent contamination and any other contaminantsincluded in the dry-cleaning solvent assessment and remediation agreement has been eliminatedas a result of the remediation of the property. If NCDEQ is notified of a change in siteconditions, per the notification requirements set forth in each NDCSR, the RMP will be reviewedto determine if the site conditions have impacted the requirements set forth in the NDCSR and ifchanges are required. Enforcement of the RMP will be maintained through receipt of the“Annual Certification of Land-Use Restrictions” from the property owner as part of the NDCSRrequirements.

10.0 CONTINGENCY PLAN IF RMP FAILS

As discussed above, unless the DSCA Program is notified of a change in land-use conditions atthe subject site, per the notification requirements detailed in this plan, the RMP will remain ineffect until the RMP has met its objectives and is considered a success. Pursuant to N.C.G.S.143-215.104K, if any of the LURs set out in the NDCSR are violated, the owners of theproperties at the time the LURs are violated, the owner’s successors and assigns, and the owner’sagents who direct or contract for alteration of the site in violation of the LURs, shall be heldliable for the remediation of all contaminants to unrestricted use standards.

11.0 CONCLUSIONS AND RECOMMENDATIONS

AECOM has prepared this RMP for the former Highlander Center Laundry site on behalf of theDSCA Program. The results of the risk assessment completed for the site indicate thatcontaminant concentrations do not pose an unacceptable risk. The contaminant plume associatedwith the site appears stable or decreasing. This RMP specifies that the NDCSR requirementsprovide notification that land-use conditions observed during the risk assessment evaluationremain valid in the future. Based on the documentation contained in this report, AECOMrecommends issuance of a “No Further Action” letter.

FIGURES

URS CORPORATION – NORTH CAROLINASOUTHPARK TOWERS6000 FAIRVIEW ROAD, SUITE 200CHARLOTTE, NC 28210TEL: (704) 522-0330FAX: (704) 522-0063

Site Location MapHighlander Center Laundry

2000 Statesville Blvd.Salisbury, North CarolinaDSCA Site ID DC800006

DR

AW

NB

Y:

CH

EC

KE

DB

Y:

PR

OJE

CT

NO

:

SHEET

SITE

Reference: 7.5 Minute USGS Topographic Map: Salisbury, North Carolina (1991)

Figure 1

BFC

–9/

7/11

JTH

–3/

4/16

6048

8077

APPROX. SCALE, ft.

0SHEET:

DR

AWN

BY:

CH

ECK

ED B

Y:

PRO

JEC

T N

O.:

URS

CO

RPO

RATI

ON

- N

ORT

H C

ARO

LIN

ASO

UTH

PA

RK T

OW

ERS

6000

FA

IRVI

EW R

OA

D, S

UIT

E 20

0

TEL:

(704

) 522

-033

0FA

X: (7

04) 5

22-0

063

CHA

RLO

TTE,

NC

2821

0

100

Statesville Boulevard (Highway 70)

Jake A

lexand

er Bou

levard

(High

way 60

1)

Woodleaf Road

Former W

oodleaf Road

Expo

sure

Uni

t Map

Hig

hlan

der C

ente

r Lau

ndry

2000

Sta

tesv

ille

Bou

leva

rdSa

lisbu

ry, R

owan

Cou

nty,

NC

DSC

A S

ite D

C80

0006

Figure 2

JTH

- 7/

29/1

4

RH

M -

7/29

/14

6040

1436

70.00

69.00

68.0067.00

68.00

66.00

65.0064.00

70.00

67.00 69.00

MW-1

DMW-1

MW-13

MW-7

MW-6

DMW-2

MW-2

MW-5

MW-4

VMW-11VMW-7

MW-3

MW-5(CC)

McDonald’sHotel Group of Salisbury Inc.

West Jake AlexanderBoulevard

Former Salisbury Mall CinemasRowan County1951 Statesville

Boulevard

Exxon/Rushco MarketRusher Oil Co., Inc.

1930 and 2004 StatesvilleBoulevard

Country CupboardS. Cashion LLC2010 Statesville

Boulevard

Soil / Groundwater POE -

Shortest Distance from gw

source to uncontrolled

property boundary is

approximately 520 feet

EXPOSURE UNIT 2

EXPOSURE UNIT 3

EXPOSURE UNIT 1

LEGEND

Monitoring Well Locations and Identifications MW-1

Potentiometric Surface Contour (ft)

Property Line

Inferred Groundwater Flow Direction

Estimated Area of 2L Standard Exceedance

Approximate Soil/Groundwater Source Area

Exposure Unit Boundary

Per NCDENR - Location of Former Dry-Cleaners

DMW-1 Deep Monitoring Well Locations and Identifications

Country Cupboard Monitoring Well Location and Identification MW-5(CC)

UST System Components and Source of Soil and Groundwater Petroleum COCs for UST Incident #3519UST System Components for Rushco Market, 2004 Statesville Boulevard, NC

APPROX. SCALE, ft.

0SHEET:

DR

AWN

BY:

CH

ECK

ED B

Y:

PRO

JEC

T N

O.:

URS

CO

RPO

RATI

ON

- N

ORT

H C

ARO

LIN

ASO

UTH

PA

RK T

OW

ERS

6000

FA

IRVI

EW R

OA

D, S

UIT

E 20

0

TEL:

(704

) 522

-033

0FA

X: (7

04) 5

22-0

063

CHA

RLO

TTE,

NC

2821

0

100


Jake A

lexand

er Bou

levard

(High

way 60

1)

Woodleaf Road

Former W

oodleaf Road

Gro

undw

ater

Qua

lity

Sum

mar

y M

apH

ighl

ande

r Cen

ter L

aund

ry20

00 S

tate

svill

e B

oule

vard

Salis

bury

, Row

an C

ount

y, N

CD

SCA

Site

DC

8000

06

Figure 3

JTH

- 7/

29/1

4

RH

M -

7/29

/14

6040

1436

70.00

69.00

68.0067.00

68.00

66.00

65.0064.00

70.00

67.00 69.00

DMW-1Chloroform - 0.53 J ug/Lp-Isopropyltoluene - 0.75 J ug/L

MW-1PCE - 7,250 ug/LMTBE - 24.3 J ug/LToluene - 9.8 J ug/LMethylene Chloride - 108 ug/LBenzene - 11.7 ug/L

MW-2PCE - 0.78 J ug/LMTBE - 6.3 ug/L

MW-5 (CC)BDL

MW-7BDL

MW-3BDL

VMW-7Chloroform - 0.57 J ug/LEDC - 0.13 J ug/LXylenes (total) - 1.3 ug/LMTBE - 2.3 ug/LDIPE - 0.25 ug/L

VMW-11Benzene - 705 ug/LEthylbenzene - 42.8 ug/LNaphthalene - 199 ug/LToluene - 5.5 ug/LXylenes (total) - 855 ug/LChloroform - 1.2 J ug/LMTBE - 1.8 J ug/LEDC - 8.1 ug/L2-Hexanone - 4.4 J ug/L1,2,4-TMB - 177 ug/LEDB - 2.7 ug/L1,3,5-TMB - 46.6 ug/LIsopropylbenzene - 25 ug/Lm&p Xylenes - 257 ug/Ln-Propylbenzene - 16.4 ug/Lo-Xylene - 599 ug/LChlorobenzene - 2.8 ug/LMIBK - 6.3 J ug/LMEK - 24.6 ug/LDIPE - 1.4 J ug/LMethylene Chloride - 13.5 ug/LAcetone - 70.3 ug/LBenzodichloromethane - 2.8 ug/L

MW-4Toluene - 0.46 J ug/LChloroform - 4.3 ug/Lp-Isopropyltoluene - 0.5 J ug/LBDCM - 0.33 J ug/L

MW-5BDL

MW-6Chloroform - 11.4 ug/L

DMW-2 Chloroform - 36.4 ug/L

MW-13PCE - 80.8 ug/LNaphthalene - 0.89 J ug/Lo-Xylene - 0.23 J ug/L

LEGEND



Exposure Unit BoundaryProperty Line

COCs used in Risk Assessment Model include:Exposure Unit 1PCE, MTBE, Toluene, Methylene Chloride, Benzene and p-IsopropyltolueneExposure Units 2 and 3PCE, Naphthalene and XylenesNote:PCE - Tetrachloroethene, EDC - 1,2-Dichloroethane, MTBE - Methyl tert-Butyl Ether, MEK - 2-Butanone, MIBK - 4-Methyl-2-pentanone, DIPE - Diisopropyl ether, 1,2,4-TMB - 1,2,4-Trimethylbenzene, 1,3,5-TMB - 1,3,5-Trimethylbenzene, EDB - 1,2-Dibromoethane, BDCM - Benzodichloromethaneug/l - micrograms per literJ - Estimate valueBDL - Below Detection LimitsContaminant concentrations shown are the highest

observed at a particular location during the following sampling events: 11/13-14/2012; 2/13/2013; 5/13/2013; 9/17/2013; and 11/12/2013.


Red highlighted text identfies the highest chlorinated COC concentrations used in GSI Risk Assessment Model.Blue highlighted text identifies the highest petroleum-related COC concentrations attributed to UST Incident #3519.If COC is not shown, it was not detected above the method detection limit (MDL) in a particular sample.

Soil/Groundwater Source Area




Per NCDENR - Location of Former Dry-CleanersUST System Components and Source of Soil and Groundwater Petroleum COCs for UST Incident #3519UST System Components for Rushco Market, 2004 Statesville Boulevard, NC

EXPOSURE UNIT 2

EXPOSURE UNIT 3

EXPOSURE UNIT 1




Boulevard




Boulevard


Jake

Ale

xand

er B

oule

vard

(Hig

hway

601

)

Note: Soil samples were not collected from the eight (8) attempted soil boring locations near the intersection of Statesville Boulevard and Jake Alexander Boulevard due to the collapsible nature of the gravel and sand fill material encountered at approximately 6 inches to 1 foot below ground surface. Direct push technology was not used to advance these boreholes further due to the presence of overhead and subsurface utilities.

LEGEND


Note: PCE - Tetrachloroethene; mg/kg - milligrams per kilogram; BDL - Below Detection Limits. Contaminant concentrations shown are the highest observed at a particular location during the following sampling events: 11/22/2010 and 11/20/2015. Red highlighted text identfies the highest chlorinated COC concentra-tions used in Risk Assessment Model. If COC is not shown, it was not detected above the method detection limit (MDL) in a particular sample.COCs used in Risk Assessment Model include: Exposure Unit 1 - PCE

Soil/Groundwater Source AreaMonitoring Well Locations and Identifications MW-1


Attempted / Soil Boring Location /


UST System Components for Rushco Market, 2004 Statesville Boulevard, NC

Underground Electric Line

Sanitary SewerWater LineGas Line

Overhead Electric Line

StormwaterFiber Optic LineUnknown LineUST Vent/Product Line

Note: Utility locations based on EM/GPR survey conducted on 11/22/2010 and 11/20/2015.

Stop Light Controls

EXPOSURE UNIT 1

MW-1 (2’-3’)PCE - 0.0535 mg/kg

MW-1 (10’-11’)BDL

SB-1 (2’-3’)PCE - 0.035 mg/kg

SB-6 (2’-3’)BDL SB-2 (2’-3’)

PCE - 0.032 mg/kg

SB-7 (2’-3’)PCE - 0.020 mg/kg

SB-3 (2’-3’)PCE - 0.031 mg/kg

SB-8 (2’-3’)PCE - 0.021 mg/kg

SB-5 (2’-3’)PCE - 0.026 mg/kg

SB-4 (2’-3’)PCE - 0.024 mg/kg

DRAWN BY:

CHECKED BY:

PROJECT NO.:

SHEET: Highlander Center Laundry

2000 Statesville Blvd.Salisbury, Rowan County, NC

DSCA Site DC800006

RHM - 912/11/15

JTH - 12/11/15

60401436

Figure

Soil Quality Summary MapURS CORPORATION - NORTH CAROLINAPARK SOUTH TOWERS6000 FAIRVIEW ROAD, SUITE 200

TEL: (704) 522-0330FAX: (704) 522-0063

CHARLOTTE, NC 28210

0

APPROX. SCALE, ft.

20


Jake

Ale

xand

er B

oule

vard

(Hig

hway

601

)

Note: Soil samples were not collected from the eight (8) attempted soil boring locations near the intersection of Statesville Boulevard and Jake Alexander Boulevard due to the collapsible nature of the gravel and sand fill material encountered at approximately 6 inches to 1 foot below ground surface. Direct push technology was not used to advance these boreholes further due to the presence of overhead and subsurface utilities.

LEGEND


Note: PCE - Tetrachloroethene; mg/kg - milligrams per kilogram; BDL - Below Detection Limits. Contaminant concentrations shown are the highest observed at a particular location during the following sampling events: 11/22/2010 and 11/20/2015. Red highlighted text identfies the highest chlorinated COC concentra-tions used in Risk Assessment Model. If COC is not shown, it was not detected above the method detection limit (MDL) in a particular sample.COCs used in Risk Assessment Model include: Exposure Unit 1 - PCE

Soil/Groundwater Source AreaMonitoring Well Locations and Identifications MW-1


Attempted / Soil Boring Location /


UST System Components for Rushco Market, 2004 Statesville Boulevard, NC

Underground Electric Line

Sanitary SewerWater LineGas Line

Overhead Electric Line

StormwaterFiber Optic LineUnknown LineUST Vent/Product Line

Note: Utility locations based on EM/GPR survey conducted on 11/22/2010 and 11/20/2015.

Stop Light Controls

Area Requiring Infiltrate Cover(exceeds Soil SSTL of 0.028 mg/kg)

EXPOSURE UNIT 1

MW-1 (2’-3’)PCE - 0.0535 mg/kg

MW-1 (10’-11’)BDL

SB-1 (2’-3’)PCE - 0.035 mg/kg

SB-6 (2’-3’)BDL SB-2 (2’-3’)

PCE - 0.032 mg/kg

SB-7 (2’-3’)PCE - 0.020 mg/kg

SB-3 (2’-3’)PCE - 0.031 mg/kg

SB-8 (2’-3’)PCE - 0.021 mg/kg

SB-5 (2’-3’)PCE - 0.026 mg/kg

SB-4 (2’-3’)PCE - 0.024 mg/kg

DRAWN BY:

CHECKED BY:

PROJECT NO.:

SHEET: Highlander Center Laundry

2000 Statesville Blvd.Salisbury, Rowan County, NC

DSCA Site DC800006

RHM - 912/11/15

JTH - 12/11/15

60401436

Figure

Soil SSTL MapURS CORPORATION - NORTH CAROLINAPARK SOUTH TOWERS6000 FAIRVIEW ROAD, SUITE 200

TEL: (704) 522-0330FAX: (704) 522-0063

CHARLOTTE, NC 28210

0

APPROX. SCALE, ft.

20

EXPOSURE UNIT 2

EXPOSURE UNIT 3

EXPOSURE UNIT 1

APPROX. SCALE, ft.

0SHEET:

DR

AWN

BY:

CH

ECK

ED B

Y:

PRO

JEC

T N

O.:

URS

CO

RPO

RATI

ON

- N

ORT

H C

ARO

LIN

ASO

UTH

PA

RK T

OW

ERS

6000

FA

IRVI

EW R

OA

D, S

UIT

E 20

0

TEL:

(704

) 522

-033

0FA

X: (7

04) 5

22-0

063

CHA

RLO

TTE,

NC

2821

0

100


Jake A

lexand

er Bou

levard

(High

way 60

1)

Woodleaf Road

Former W

oodleaf Road

Soil

Gas

Sum

mar

y M

apH

ighl

ande

r Cen

ter L

aund

ry20

00 S

tate

svill

e B

oule

vard

Salis

bury

, Row

an C

ount

y, N

CD

SCA

Site

DC

8000

06

Figure 6

JTH

- 3/

25/1

5

RH

M -

3/25

/15

6040

1436

70.00

69.00

68.0067.00

68.00

66.00

65.0064.00

70.00

67.00 69.00

MW-1

DMW-1

MW-13

MW-7

MW-6

DMW-2

MW-2

MW-5

MW-4

VMW-11VMW-7

MW-3

MW-5(CC) SG-1 (12/14/2011)PCE - 598 ug/m3

TCE - 2.8 ug/m3

VC - 0.75 ug/m3

SG-3 (4/15/2013)BDL

SG-2 (4/15/2013)PCE - 3.1 ug/m3

LEGEND




COCs used in Risk Assessment Model include:Exposure Unit 1PCE, TCE and VCExposure Unit 2PCE and TCEExposure Unit 3PCENote:PCE - TetrachloroetheneTCE - TrichloroetheneVC - Vinyl Chlorideug/m3 - micrograms per cubic meterJ - Estimate valueBDL - Below Detection Limits

Contaminant concentrations shown are the highest observed at a particular location during the following sampling events: 12/14/2011, 4/15/2013 & 2/12/2015.


Red highlighted text identfies the highest chlorinated COC concentrations used in GSI Risk Assessment Model.If COC is not shown, it was not detected above the method detection limit (MDL) in a particular sample.

Soil/Groundwater Source Area




Per NCDENR - Location of Former Dry-CleanersUST System Components and Source of Soil and Groundwater Petroleum COCs for UST Incident #3519UST System Components for Rushco Market, 2004 Statesville Boulevard, NC

IWSG-MW-13-1 (2/12/2015)PCE - 8860 ug/m3

TCE - 5.4 ug/m3




Boulevard




Boulevard

APPENDIX A

DOCUMENTATION OF PLUME STABILITY EVALUATION

APPROX. SCALE, ft.

0SHEET:

DR

AWN

BY:

CH

ECK

ED B

Y:

PRO

JEC

T N

O.:

URS

CO

RPO

RATI

ON

- N

ORT

H C

ARO

LIN

ASO

UTH

PA

RK T

OW

ERS

6000

FA

IRVI

EW R

OA

D, S

UIT

E 20

0

TEL:

(704

) 522

-033

0FA

X: (7

04) 5

22-0

063

CHA

RLO

TTE,

NC

2821

0

100


Jake A

lexand

er Bou

levard

(High

way 60

1)

Woodleaf Road

Former W

oodleaf Road

JTH

- 12

/20/

12

RH

M -

12/2

0/12

3894

1329

Prop

osed

Sam

ple

Loca

tion

Map

Hig

hlan

der C

ente

r Lau

ndry

2000

Sta

tesv

ille

Bou

leva

rdSa

lisbu

ry, R

owan

Cou

nty,

NC

DSC

A S

ite D

C80

0006

ATT. 4

LEGEND

Type II Monitoring Well Location

Petitioner Property Lines

Type III Monitoring Well Location

Per NCDEQ -Former Dry

Cleaner Location




Boulevard




BoulevardVMW-11

MW-5 (CC)

VMW-7

MW-13

MW-4

MW-5

MW-6

DMW-2

DMW-1 MW-7

MW-2

MW-3

MW-1

Table 8: Analytical Data for Groundwater

DSCA ID No.: DC800006

Ben

zene

cis-

1,2-

Dic

hlor

oeth

ylen

e

Ethy

lben

zene

Met

hylt

ert-b

utyl

ethe

r(M

TBE)

Nap

htha

lene

Tetra

chlo

roet

hyle

ne

Tolu

ene

trans

-1,2

-Dic

hlor

oeth

ylen

e

Tric

hlor

oeth

ylen

e

Vin

ylch

lorid

e

Xyl

enes

(tota

l)

1,1,

1-Tr

ichl

oroe

than

e

1,1,

2,2-

Tetra

chlo

roet

hane

1,1,

2-Tr

ichl

oroe

than

ae

1,1-

Dic

hlor

oeth

ane

1,1-

Dic

hlor

oeth

ylen

e

1,2-

Dic

hlor

oeth

ane

(ED

C)

Ben

zo(a

)pyr

ene

Car

bon

tetra

chlo

ride

Chl

orof

orm

MW-1 11/22/10 <0.0010 0.0030 <0.001

0 0.0023 <0.0010 4.0 0.0088 <0.001

0 0.0064 <0.0010

<0.0020

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010 NA <0.001

0 0.0023

MW-2 11/22/10 <0.0010

<0.0010

<0.0010 0.012 0.0002

4 J 0.080 0.0024 <0.0010

<0.0010

<0.0010

<0.0020

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010 NA <0.001

0<0.001

0

MW-13 11/22/10 <0.0010

<0.0010

<0.0010

<0.0010

<0.0010 0.084 <0.001

0<0.001

0<0.001

0<0.001

0<0.002

0<0.001

0<0.001

0<0.001

0<0.001

0<0.001

0<0.001

0 NA <0.0010

<0.0010

MW-1 12/16/11 <0.025 <0.025 <0.025 <0.025 <0.025 3.36 <0.025 <0.025 <0.025 <0.025 <0.05 <0.025 <0.025 <0.025 <0.025 <0.025 <0.025 NA <0.025 <0.025

MW-2 12/15/11 <0.001 <0.001 <0.001 0.0065 <0.001 0.00059 J <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

MW-3 12/15/11 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.00077 J <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0025

MW-4 12/16/11 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0037MW-5 12/16/11 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

MW-6 12/15/11 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0372

MW-7 12/15/11 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.00073 J <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

VMW-7 12/16/11 <0.001 <0.001 <0.001 0.0011 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0018

VMW-11 12/16/11 0.415 <0.001 0.0184 0.00072 J 0.172 <0.001 0.0034 <0.001 <0.001 <0.001 0.574 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0044

MW-13 12/15/11 <0.001 <0.001 <0.001 <0.001 0.00078 J 0.0851 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

DMW-1 12/16/11 <0.001 <0.001 <0.001 <0.001 <0.001 0.0043 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.002

DMW-2 12/15/11 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.00036 J <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0301

MW-1 11/13/12 <0.02 <0.02 <0.02 0.0129J <0.02 3.37 0.0098J <0.02 <0.02 <0.02 <0.04 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 NA <0.02 <0.02

MW-2 11/13/12 <0.001 <0.001 <0.001 0.0026 <0.001 0.00077J <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

MW-3 11/13/12 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

Gro

undw

ater

Sam

plin

gPo

int

Sam

plin

gD

ate

(mm

/dd/

yy)

[mg/L]

ADT 8



Ben

zene

cis-

1,2-

Dic

hlor

oeth

ylen

e

Ethy

lben

zene

Met

hylt

ert-b

utyl

ethe

r(M

TBE)

Nap

htha

lene

Tetra

chlo

roet

hyle

ne

Tolu

ene

trans

-1,2

-Dic

hlor

oeth

ylen

e

Tric

hlor

oeth

ylen

e

Vin

ylch

lorid

e

Xyl

enes

(tota

l)

1,1,

1-Tr

ichl

oroe

than

e

1,1,

2,2-

Tetra

chlo

roet

hane

1,1,

2-Tr

ichl

oroe

than

ae

1,1-

Dic

hlor

oeth

ane

1,1-

Dic

hlor

oeth

ylen

e

1,2-

Dic

hlor

oeth

ane

(ED

C)

Ben

zo(a

)pyr

ene

Car

bon

tetra

chlo

ride

Chl

orof

orm

Gro

undw

ater

Sam

plin

gPo

int

Sam

plin

gD

ate

(mm

/dd/

yy)

[mg/L]

ADT 8

MW-4 11/13/12 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.00046J <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.004

MW-5 11/13/12 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001MW-6 11/13/12 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0114MW-7 11/13/12 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

VMW-7 11/13/12 <0.001 <0.001 <0.001 0.0015 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.00013J NA <0.001 <0.001

VMW-11 11/13/12 0.705 <0.0025 0.0428 0.0012

J 0.199 <0.0025 0.0055 <0.002

5<0.002

5<0.002

5 0.855 <0.0025

<0.0025

<0.0025

<0.0025

<0.0025 0.0073 NA <0.002

5 0.0012J

MW-13 11/13/12 <0.001 <0.001 <0.001 <0.001 <0.001 0.0599 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

DMW-1 11/13/12 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

DMW-2 11/13/12 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0337

MW-5(cc) 11/14/12 NA <0.01 NA NA NA <0.01 NA <0.01 <0.01 <0.01 NA NA NA NA NA NA NA NA NA NA

MW-1 2/13/13 <0.001 <0.001 <0.001 0.0082J <0.001 2.43 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

MW-2 2/13/13 <0.001 <0.001 <0.001 0.00074 J <0.001 0.0004

9J <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

MW-3 2/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

MW-4 2/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.00033 J <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0038

MW-5 2/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001MW-6 2/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0096MW-7 2/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

VMW-7 2/13/13 <0.001 <0.001 <0.001 0.0018 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.0013J <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0005

7 J

VMW-11 2/13/13 0.596 <0.005 0.0332 <0.005 0.13 <0.005 0.0044J <0.005 <0.005 <0.005 0.733 <0.005 <0.005 <0.005 <0.005 <0.005 0.0068 NA <0.005 <0.005

MW-13 2/13/13 <0.001 <0.001 <0.001 <0.001 0.00043 J 0.0632 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001



Ben

zene

cis-

1,2-

Dic

hlor

oeth

ylen

e

Ethy

lben

zene

Met

hylt

ert-b

utyl

ethe

r(M

TBE)

Nap

htha

lene

Tetra

chlo

roet

hyle

ne

Tolu

ene

trans

-1,2

-Dic

hlor

oeth

ylen

e

Tric

hlor

oeth

ylen

e

Vin

ylch

lorid

e

Xyl

enes

(tota

l)

1,1,

1-Tr

ichl

oroe

than

e

1,1,

2,2-

Tetra

chlo

roet

hane

1,1,

2-Tr

ichl

oroe

than

ae

1,1-

Dic

hlor

oeth

ane

1,1-

Dic

hlor

oeth

ylen

e

1,2-

Dic

hlor

oeth

ane

(ED

C)

Ben

zo(a

)pyr

ene

Car

bon

tetra

chlo

ride

Chl

orof

orm

Gro

undw

ater

Sam

plin

gPo

int

Sam

plin

gD

ate

(mm

/dd/

yy)

[mg/L]

ADT 8

DMW-1 2/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

DMW-2 2/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.033

MW-5(CC) 2/13/13 NA <0.001 NA NA NA <0.001 NA <0.001 <0.001 <0.001 NA NA NA NA NA NA NA NA NA NA

MW-1 5/13/13 <0.050 <0.050 <0.050 0.0243J <0.050 7.25 <0.050 <0.050 <0.050 <0.050 <0.1 <0.050 <0.050 <0.050 <0.050 <0.050 <0.050 NA <0.050 <0.050

MW-2 5/13/13 <0.001 <0.001 <0.001 0.0029 <0.001 0.00065 J <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

MW-3 5/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

MW-4 5/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.00039 J <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0041

MW-5 5/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001MW-6 5/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0071MW-7 5/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

VMW-7 5/13/13 <0.001 <0.001 <0.001 0.0023 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.00046 J

VMW-11 5/13/13 0.62 <0.005 0.0403 0.0017J 0.118 <0.005 0.005 <0.005 <0.005 <0.005 0.72 <0.005 <0.005 <0.005 <0.005 <0.005 0.0072 NA <0.005 <0.005

MW-13 5/13/13 <0.001 <0.001 <0.001 <0.001 0.00089 J 0.0554 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

DMW-1 5/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.00053 J

DMW-2 5/13/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0364

MW-5(CC) 5/13/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS

MW-1 9/17/13 <0.020 <0.020 <0.020 0.0113J <0.020 2.45 <0.020 <0.020 <0.020 <0.020 <0.040 <0.020 <0.020 <0.020 <0.020 <0.020 <0.020 NA <0.020 <0.020

MW-2 9/17/13 <0.001 <0.001 <0.001 0.0063 <0.001 0.00078 J <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001



Ben

zene

cis-

1,2-

Dic

hlor

oeth

ylen

e

Ethy

lben

zene

Met

hylt

ert-b

utyl

ethe

r(M

TBE)

Nap

htha

lene

Tetra

chlo

roet

hyle

ne

Tolu

ene

trans

-1,2

-Dic

hlor

oeth

ylen

e

Tric

hlor

oeth

ylen

e

Vin

ylch

lorid

e

Xyl

enes

(tota

l)

1,1,

1-Tr

ichl

oroe

than

e

1,1,

2,2-

Tetra

chlo

roet

hane

1,1,

2-Tr

ichl

oroe

than

ae

1,1-

Dic

hlor

oeth

ane

1,1-

Dic

hlor

oeth

ylen

e

1,2-

Dic

hlor

oeth

ane

(ED

C)

Ben

zo(a

)pyr

ene

Car

bon

tetra

chlo

ride

Chl

orof

orm

Gro

undw

ater

Sam

plin

gPo

int

Sam

plin

gD

ate

(mm

/dd/

yy)

[mg/L]

ADT 8

MW-3 9/17/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001MW-4 9/17/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0033MW-5 9/17/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001MW-6 9/17/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0112MW-7 9/17/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

VMW-7 9/17/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

VMW-11 9/17/13 0.625 <0.005 0.0388 0.0018J 0.0732 <0.005 0.0048

J <0.005 <0.005 <0.005 0.694 <0.005 <0.005 <0.005 <0.005 <0.005 0.0068 NA <0.005 <0.005

MW-13 9/17/13 <0.001 <0.001 <0.001 <0.001 <0.001 0.0729 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

DMW-1 9/17/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

DMW-2 9/17/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0337

MW-1 11/12/13 0.0117J <0.020 <0.020 0.0124

J <0.020 2.67 <0.020 <0.020 <0.020 <0.020 <0.040 <0.020 <0.020 <0.020 <0.020 <0.020 <0.020 NA <0.020 <0.020

MW-2 11/12/13 <0.001 <0.001 <0.001 0.00065 J <0.001 0.0007

4 J <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

MW-3 11/12/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

MW-4 11/12/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0043

MW-5 11/12/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001MW-6 11/12/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0068MW-7 11/12/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

VMW-7 11/12/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.00021 J

VMW-11 11/12/13 0.556 <0.005 0.0284 0.0016J 0.0372 <0.005 0.0042

J <0.005 <0.005 <0.005 0.588 <0.005 <0.005 <0.005 <0.005 <0.005 0.0081 NA <0.005 <0.005

MW-13 11/12/13 <0.001 <0.001 <0.001 <0.001 <0.001 0.0808 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 <0.001

DMW-1 11/12/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.00044 J

DMW-2 11/12/13 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 NA <0.001 0.0321

Table 8(1): Analytical Data for Groundwater (User Specified Chemicals)


Ace

tone

1,2-

Dic

hlor

oben

zene

2-H

exan

one

4-M

ethy

l-2-p

enta

none

(MIB

K)

Dib

rom

ochl

orom

etha

ne

Diis

opro

pylE

ther

1,2,

4-Tr

imet

hylb

enze

ne

1,2-

Dib

rom

oeth

ane

(ED

B)

1,3,

5-Tr

imet

hylb

enze

ne

2-B

utan

one

(MEK

)

Isop

ropy

lben

zene

(Cum

ene)

m&

p-X

ylen

e

Met

hyle

neC

hlor

ide

n-Pr

opyl

benz

ene

o-X

ylen

e

p-Is

opro

pylto

luen

e

Chl

orob

enze

ne

Ben

zodi

chlo

rom

etha

ne

MW-1 11/22/10 0.0026J

0.00042 J

<0.0050

<0.0050

0.00049 J

<0.0010

<0.0010

<0.0010

<0.0010

<0.0050

<0.0010

<0.0020

<0.0020

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

MW-2 11/22/10 0.0033J

<0.0010

0.0037J

0.00053 J

<0.0010

0.00021 J

<0.0010

<0.0010

<0.0010

<0.0050

<0.0010

<0.0020

<0.0020

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

MW-13 11/22/10 <0.025 <0.0010

<0.0050

<0.0050

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

<0.0050

<0.0010

<0.0020

<0.0020

<0.0010

<0.0010

<0.0010

<0.0010

<0.0010

MW-1 12/16/11 <0.625 <0.025 <0.125 <0.125 <0.025 <0.025 <0.025 <0.025 <0.025 <0.125 <0.025 <0.05 0.0374J <0.025 <0.025 <0.025 <0.025 <0.025

MW-2 12/15/11 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-3 12/15/11 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-4 12/16/11 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-5 12/16/11 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-6 12/15/11 0.0041J <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-7 12/15/11 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

VMW-7 12/16/11 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

VMW-11 12/16/11 0.0241J <0.001 0.005 <0.005 <0.001 0.0007

1 J 0.125 0.0016 0.0254 0.0147 0.0145 0.166 <0.002 0.0089 0.409 <0.001 <0.001 <0.001

MW-13 12/15/11 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 0.00028 J <0.001 <0.001 <0.001

DMW-1 12/16/11 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

DMW-2 12/15/11 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-1 11/13/12 <0.5 <0.02 <0.1 <0.1 <0.02 <0.02 <0.02 <0.02 <0.02 <0.1 <0.02 <0.04 <0.04 <0.02 <0.02 <0.001 <0.001 <0.001

MW-2 11/13/12 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-3 11/13/12 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

Sam

plin

gD

ate

(mm

/dd/

yy)

[mg/L]Gro

undw

ater

Sam

plin

gPo

int

ADT 8(1)



Ace

tone

1,2-

Dic

hlor

oben

zene

2-H

exan

one

4-M

ethy

l-2-p

enta

none

(MIB

K)

Dib

rom

ochl

orom

etha

ne

Diis

opro

pylE

ther

1,2,

4-Tr

imet

hylb

enze

ne

1,2-

Dib

rom

oeth

ane

(ED

B)

1,3,

5-Tr

imet

hylb

enze

ne

2-B

utan

one

(MEK

)

Isop

ropy

lben

zene

(Cum

ene)

m&

p-X

ylen

e

Met

hyle

neC

hlor

ide

n-Pr

opyl

benz

ene

o-X

ylen

e

p-Is

opro

pylto

luen

e

Chl

orob

enze

ne

Ben

zodi

chlo

rom

etha

ne

Sam

plin

gD

ate

(mm

/dd/

yy)

[mg/L]Gro

undw

ater

Sam

plin

gPo

int

ADT 8(1)

MW-4 11/13/12 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 0.0005J <0.001 <0.001

MW-5 11/13/12 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-6 11/13/12 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-7 11/13/12 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

VMW-7 11/13/12 <0.025 <0.001 <0.005 <0.005 <0.001 0.00019 J <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

VMW-11 11/13/12 <0.0625

<0.0025

0.0044J

0.0037J

<0.0025

0.0011J 0.177 0.0027 0.0466 0.0238 0.025 0.257 <0.005 0.0164 0.599 <0.002

5 0.0028 0.0028

MW-13 11/13/12 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

DMW-1 11/13/12 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 0.00066 J <0.001 <0.001

DMW-2 11/13/12 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-5(cc) 11/14/12 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

MW-1 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 0.0393J <0.001 <0.001 <0.001 <0.001 <0.001

MW-2 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-3 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-4 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-5 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-6 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-7 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

VMW-7 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 0.00022 J <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 0.0012 <0.001 <0.001 <0.001

VMW-11 2/13/13 <0.125 <0.005 <0.025 <0.025 <0.005 0.0012J 0.124 0.0019

J <0.005 <0.025 0.0183 0.191 0.0081J 0.0125 0.542 <0.005 <0.005 <0.005

MW-13 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001



Ace

tone

1,2-

Dic

hlor

oben

zene

2-H

exan

one

4-M

ethy

l-2-p

enta

none

(MIB

K)

Dib

rom

ochl

orom

etha

ne

Diis

opro

pylE

ther

1,2,

4-Tr

imet

hylb

enze

ne

1,2-

Dib

rom

oeth

ane

(ED

B)

1,3,

5-Tr

imet

hylb

enze

ne

2-B

utan

one

(MEK

)

Isop

ropy

lben

zene

(Cum

ene)

m&

p-X

ylen

e

Met

hyle

neC

hlor

ide

n-Pr

opyl

benz

ene

o-X

ylen

e

p-Is

opro

pylto

luen

e

Chl

orob

enze

ne

Ben

zodi

chlo

rom

etha

ne

Sam

plin

gD

ate

(mm

/dd/

yy)

[mg/L]Gro

undw

ater

Sam

plin

gPo

int

ADT 8(1)

DMW-1 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 0.0006J <0.001 <0.001

DMW-2 2/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-5(CC) 2/13/13 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA

MW-1 5/13/13 <1.25 <0.050 <0.25 <0.25 <0.050 <0.050 <0.050 <0.050 <0.050 <0.25 <0.050 <0.1 0.108 <0.050 <0.050 <0.050 <0.050 <0.050

MW-2 5/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-3 5/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-4 5/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-5 5/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-6 5/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-7 5/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

VMW-7 5/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 0.00025 J <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 0.0004

3 J <0.001 <0.001 <0.001

VMW-11 5/13/13 0.0586J <0.005 <0.025 0.0063

J <0.005 0.0012J 0.135 0.0025

J <0.005 0.0246J 0.02 0.201 0.0096

J 0.0141 0.52 <0.005 <0.005 <0.005

MW-13 5/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 0.00023 J <0.001 <0.001 <0.001

DMW-1 5/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 0.00044 J <0.001 <0.001

DMW-2 5/13/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-5(CC) 5/13/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS

MW-1 9/17/13 <0.50 <0.020 <0.10 <0.25 <0.020 <0.020 <0.020 <0.020 <0.020 <0.10 <0.020 <0.040 <0.040 <0.020 <0.020 <0.020 <0.020 <0.020

MW-2 9/17/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001



Ace

tone

1,2-

Dic

hlor

oben

zene

2-H

exan

one

4-M

ethy

l-2-p

enta

none

(MIB

K)

Dib

rom

ochl

orom

etha

ne

Diis

opro

pylE

ther

1,2,

4-Tr

imet

hylb

enze

ne

1,2-

Dib

rom

oeth

ane

(ED

B)

1,3,

5-Tr

imet

hylb

enze

ne

2-B

utan

one

(MEK

)

Isop

ropy

lben

zene

(Cum

ene)

m&

p-X

ylen

e

Met

hyle

neC

hlor

ide

n-Pr

opyl

benz

ene

o-X

ylen

e

p-Is

opro

pylto

luen

e

Chl

orob

enze

ne

Ben

zodi

chlo

rom

etha

ne

Sam

plin

gD

ate

(mm

/dd/

yy)

[mg/L]Gro

undw

ater

Sam

plin

gPo

int

ADT 8(1)

MW-3 9/17/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-4 9/17/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-5 9/17/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-6 9/17/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-7 9/17/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

VMW-7 9/17/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

VMW-11 9/17/13 0.0686J <0.005 <0.025 <0.025 <0.005 0.0014

J 0.12 0.0024J 0.0374 0.0208

J 0.0202 0.186 0.0135 0.0147 0.508 <0.005 <0.005 <0.005

MW-13 9/17/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

DMW-1 9/17/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 0.00075 J <0.001 <0.001

DMW-2 9/17/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-1 11/12/13 <0.500 <0.020 <0.10 <0.25 <0.020 <0.020 <0.020 <0.020 <0.020 <0.10 <0.020 <0.040 0.0496 <0.020 <0.020 <0.020 <0.020 <0.020

MW-2 11/12/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-3 11/12/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

MW-4 11/12/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 0.00033 J

MW-5 11/12/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-6 11/12/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001MW-7 11/12/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

VMW-7 11/12/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

VMW-11 11/12/13 0.0703J <0.005 <0.025 <0.025 <0.005 0.0013

J 0.0904 0.0023J 0.0292 <0.025 0.0169 0.149 0.0102 0.0108 0.439 <0.005 <0.005 <0.005

MW-13 11/12/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

DMW-1 11/12/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 0.0011 <0.001 <0.001

DMW-2 11/12/13 <0.025 <0.001 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001

62

63

64

65

66

67

68

69

70

71

72

0

1000

2000

3000

4000

5000

6000

7000

8000Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

MW-1 Trend Plot

Tetrachloroethylene

Trichloroethylene

cis-1,2-Dichloroethylene

trans-1,2-Dichloroethylene

Vinyl chloride

GW Elevation

62.00

63.00

64.00

65.00

66.00

67.00

68.00

69.00

70.00

71.00

72.00

0

10

20

30

40

50

60

70

80

90Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

MW-2 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

62.00

62.50

63.00

63.50

64.00

64.50

65.00

65.50

66.00

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

MW-3 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

62.00

63.00

64.00

65.00

66.00

67.00

68.00

69.00

70.00

71.00

72.00

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

MW-4 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

62.00

63.00

64.00

65.00

66.00

67.00

68.00

69.00

70.00

71.00

72.00

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

MW-5 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

62.00

64.00

66.00

68.00

70.00

72.00

74.00

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

MW-6 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

64.00

65.00

66.00

67.00

68.00

69.00

70.00

71.00

72.00

73.00

74.00

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

MW-7 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

62.00

63.00

64.00

65.00

66.00

67.00

68.00

69.00

70.00

71.00

72.00

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

VMW-7 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

62.00

63.00

64.00

65.00

66.00

67.00

68.00

69.00

70.00

71.00

72.00

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

VMW-11 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

64.00

65.00

66.00

67.00

68.00

69.00

70.00

71.00

72.00

73.00

74.00

0

10

20

30

40

50

60

70

80

90Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

MW-13 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

56.00

58.00

60.00

62.00

64.00

66.00

68.00

70.00

72.00

0

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

DMW-1 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

64.00

65.00

66.00

67.00

68.00

69.00

70.00

71.00

72.00

73.00

74.00

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

DMW-2 Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

62.00

63.00

64.00

65.00

66.00

67.00

68.00

69.00

70.00

71.00

72.00

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1Se

p-10

Oct

-10

Nov

-10

Dec

-10

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Rel

ativ

e G

roun

dwat

er E

leva

tion

(ft.)

Con

cent

ratio

n (u

g/L)

Date

MW-5(CC) Trend Plot

Tetrachloroethylene

Trichloroethylene



Vinyl chloride

GW Elevation

APPENDIX B

LEVEL I ECOLOGICAL RISK ASSESSMENT CHECKLISTS

URS Corporation – North Carolina 6000 Fairview Road, Suite 200 Charlotte, North Carolina 28210 (704) 522-0330 Phone (704) 522-0063 Fax

April 7, 2014 North Carolina Department of Environment and Natural Resources Division of Waste Management – DSCA Program 1646 Mail Service Center Raleigh, NC 27699-1646 Att: Mr. Jay King DSCA Project Manager Re: Level 1 Ecological Risk Assessment Highlander Center Laundry DSCA Site ID #80-0006 2000 Statesville Boulevard Salisbury, Rowan County, North Carolina URS-NC Project Number 38941535 Dear Mr. King: URS Corporation – North Carolina (URS) is pleased to present the findings of the Level 1 Ecological Risk Assessment (Eco Risk Assessment) for the former Highlander Center Laundry facility (Site) located at 2000 Statesville Boulevard, Salisbury, Rowan County, North Carolina to the North Carolina Department of Environment and Natural Resources (NCDENR) Dry-Cleaning Solvent Cleanup Act (DSCA) Program. The Eco Risk Assessment was completed in accordance with the DSCA Program’s Risk Based Corrective Action (RBCA) guidance document to assess the potential for ecological receptors. If you have any questions or require additional information, please do not hesitate to contact us at 704-522-0330. Sincerely, URS CORPORATION-NORTH CAROLINA

Jeffrey T. Hvozdik Robert H. MacWilliams, PG Project Manager Program Manager Attachment cc: Project File (hard copy)

of 2

Level 1 Ecological Risk Assessment Checklist A for Potential Receptors and Habitat

DSCA #80-0006

1. Are there any navigable water bodies or tributaries to a navigable water body on or

within the one-half mile of this site? No. According to the Prioritization Assessment Report (PAR) dated April 4, 2012, a wet weather creek is located approximately 225 feet (ft) north of the site. Based on review of the United States Geological Survey (USGS) topographic map, Salisbury, North Carolina dated 1991, the wet weather creek discharges to Jump and Run Branch located approximately 2,460 ft north of the site. There is also an intermittent drainage feature located approximately 1,750 ft southwest of the site, which discharges to an unnamed tributary of Draft Branch located approximately 4,260 ft southwest of the site. In addition, there is another intermittent drainage feature approximately 1,485 ft southeast of the site, which discharges to Grants Branch located approximately 6,100 ft southeast of the site. Jump and Run Branch, Draft Branch, Grants Creek and their tributaries/drainage features are classified as Class C water bodies; however, none these features are considered navigable. The drainage and surface water features within one-half mile of the site are shown on the attached Figure 1.

2. Are there any water bodies anywhere on or within the one-half mile of the site? Yes.

The above referenced drainage feature and Jump and Run Branch are located approximately 225ft and 2,460 ft north of the site, respectively.

3. Are there any wetland areas such as marshes or swamps on or within one-half mile of the site? Yes. According to the EDR NEPACheck report, the National Wetland Inventory (NWI) identified one (1) wetland feature within one-half mile of the site. Off-site wetland features include:

1. PUBHh - [P] Palustrine, [UB] Unconsolidated Bottom, [H] Permanently Flooded, [h] Diked/Impounded located approximately 1,400 ft south-southeast.

4. Are there any sensitive environmental areas on or within one-half mile of the site? Yes. One (1) wet weather drainage feature, one (1) Class C water body, and one (1) wetland feature referenced above were identified within one-half mile of the site.

5. Are there any areas on or within one-half mile of the site owned or used by local tribes?

None were identified by the Indian Reservation Database. 6. Are there any habitat, foraging area or refuge by rare, threatened, endangered,

candidate and/or proposed species (plants or animals), or any otherwise protected species on or within one-half mile of the site? Potentially. According to the EDR NEPACheck report, the County Endangered Species database identified one (1) endangered species within Rowan County: the Schweinitz’s Sunflower (plant). However, none have specifically been identified at the site, and the U.S. Federal Lands, NC Game Lands, NC Natural Heritage Sites, and NC Natural Areas databases did not identify any endangered and/or threatened species within 1 mile of the site.

of 2

In addition, five (5) federal species of concern (FSCs), one (1) candidate for official listing, and one (1) Bald and Golden Eagle Protection Act (BGPA) species were also identified by the U.S. Fish and Wildlife Service (FWS) in Rowan County (http://www.fws.gov/raleigh/species/cntylist/rowan.html). However, none have specifically been identified at or within one-half mile of the site.

7. Are there any breeding, roosting or feeding areas by migratory bird species on or

within one-half mile of the site? One (1) BGPA was identified by the U.S. FWS in Rowan County. However, according to the National Audubon Society, Important Bird Areas (IBAs) web page (http://netapp.audubon.org/iba/state/US-NC), there are no breeding, rousting, or feeding areas by migratory bird species on or within one half mile of the site. In addition, no important bird areas or endangered/threatened bird species have been specifically identified within one-half mile of the site.

8. Are there any ecologically, recreationally or commercially important species on or

within one-half mile of the site? None have been identified. 9. Are there any threatened and/or endangered species (plant or animal) on or within one-

half mile of the site? Potentially. According to the EDR NEPACheck report, the County Endangered Species database identified one (1) endangered species within Rowan County: the Schweinitz’s Sunflower (plant). However, none have specifically been identified at the site, and the U.S. Federal Lands, NC Game Lands, NC Natural Heritage Sites, and NC Natural Areas databases did not identify any endangered and/or threatened species within 1 mile of the site.

In addition, five (5) federal species of concern (FSCs), one (1) candidate for official listing, and one (1) BGPA species were also identified by the U.S. FWS in Rowan County (http://www.fws.gov/raleigh/species/cntylist/rowan.html). However, none have specifically been identified at or within one-half mile of the site.

If the answer is “Yes” to any of the above questions, then complete Level 1 Ecological Risk Assessment, Checklist B for Potential Exposure Pathways. _________________________

Wetlands are defined in 40 CFR §232.2 as “areas inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances does support, a prevalence of vegetation typically adapted for life in saturated soil conditions.” The sources to make the determination whether or not wetland areas are present may include, but not limited to, national wetland inventory available at http://nwi.fw.gov, federal or state agency, and USGS topographic maps. Areas that provide unique and often protected habitat for wildlife species. These areas typically used during critical life stages such as breeding, rearing or young and overwintering. Refer to Attachment 1 for examples of sensitive environments. Ecologically important species include populations of species which provide a critical food resource for higher organisms. Ecologically important species include pest an opportunistic species that populate an area if they serve as a food source for other species, but do not include domesticated animals or plants/animals whose existence is maintained by continuous human interventions. March 2007 DSCA Program

of 2

Level 1 Ecological Risk Assessment Checklist B for Potential Receptors and Habitat

DSCA #80-0006 1A. Can chemicals associated with the site leach, dissolve, or otherwise migrate to

groundwater? Yes. 1B. Are chemicals associated with the site mobile in groundwater? Yes. 1C. Does groundwater from the site discharge to ecological receptor habitat? Yes.

Eventually, groundwater likely discharges to an intermittent drainage feature located approximately 1,750 feet (ft) southwest of the site which discharges to an unnamed tributary of Draft Branch located approximately 4,260 ft southwest of the site. Question 1. Could chemicals associated with the site reach ecological receptors through groundwater? Not likely. According to the Prioritization Assessment Report (PAR) dated April 4, 2012, the groundwater impacts have been horizontally and vertically delineated. In addition, review of the Updated Groundwater Monitoring Report (GWMR) dated February 25, 2014, the contaminant plume has migrated off-site to the west-southwest but stable, with fluctuations in contaminant concentrations due to seasonal changes in the groundwater table.

2A. Are chemicals present in surface soils on the site? Yes. 2B. Can chemicals be leached from or be transported by erosion of surface soils on the

site? No. Surface soil impacts were only identified under impervious surfaces at the site. Question 2. Could chemicals associated with the site reach ecological receptors through runoff or erosion? Not likely. Given the current condition of the site, erosion and runoff are not likely concerns since the surface soil impacts were only identified under impervious surfaces.

3A. Are chemicals present in surface soil or on the surface of the ground? Yes. 3B. Are potential ecological receptors on the site? No.

Question 3. Could chemicals associated with the site reach ecological receptors through direct contact? Not likely. Given the current condition of the site, erosion and runoff are not likely concerns since the surface soil impacts were only identified under impervious surfaces.

4A. Are chemicals on the site volatile? Yes. 4B. Could chemicals on the site be transported in air as dust or particulate matter? No.

Surface soil impacts were only identified under impervious surfaces at the site. Question 4. Could chemicals associated with the site reach ecological receptors through inhalation of volatilized chemicals or adhered chemicals to dust in ambient air or in subsurface burrows? Not likely. Surficial soil impacts are located beneath impervious surfaces at the site. No burrowing animals have been observed or would be expected beneath the building or the paved asphalt at the site.

5A. Is Non-Aqueous Phase Liquid (NAPL) present at the site? No. 5B. Is NAPL migrating? Not applicable.

of 2

5C. Could NAPL discharge occur where ecological receptors are found? Not applicable. Question 5. Could chemicals associated with site reach ecological receptors through migration of NAPL? No. To date, NAPL has not been identified at the site.

6A. Are chemicals present in surface and shallow subsurface soils or on the surface of

the ground? Yes. Chemicals have been identified at 0 to 1 foot below ground surface (bgs) beneath impervious surfaces at the site.

6B. Are chemicals found in soil on the site taken up by plants growing on the site? No. Surface soil impacts were only identified under impervious surfaces at the site.

6C. Do potential ecological receptors on or near the site feed on plants (e.g., grasses, shrubs, forbs, trees, etc.) found on the site? Potentially; however, none have been specifically identified. Furthermore, soil impacts have not been identified in areas that support vegetative growth at the site.

6D. Do chemicals found on the site bioaccumulate? No. Question 6. Could chemicals associated with the site reach ecological receptors through direct ingestion of soil, plants animals or contaminants? Not likely, as soil impacts have only been identified beneath impervious surfaces.

If the answer to one or more of the above six questions is “Yes”, the DENR may require further assessment to determine whether the site poses an unacceptable risk to ecological receptors. March 2007 DSCA Program

APPENDIX C

NOTICES OF DRY CLEANING SOLVENT REMEDIATION

(NDCSRs)

APPENDIX C-1

NDCSR FOR THE SOURCE PROPERTY

RUSHER OIL COMPANY INC.

PIN 327 027

NOTICE OF DRY-CLEANING SOLVENT REMEDIATION

Property Owner: Rusher Oil Company Inc.Recorded in Book _______, Page ________Associated plat recorded in Plat Book _______, Page _______

This documentary component of a Notice of Dry-Cleaning Solvent Remediation(hereinafter “Notice”) is hereby recorded on this ____ day of ___________, 20____ by The Stateof North Carolina (hereinafter “Property Owner”). The survey plat component of the Notice isbeing recorded concurrently with this documentary component. The real property (hereinafter“Property”) which is the subject of this Notice is located at 1930 Statesville Boulevard,Salisbury, Rowan County, North Carolina, Parcel Identification Number (PIN) 327 027.

The Property is contaminated with dry-cleaning solvent, as defined at North CarolinaGeneral Statutes (hereinafter “N.C.G.S.”), Section (hereinafter “§”) 143-215.104B(b)(9) andother contaminants, and is one of five parcels that makes up the dry-cleaning solventcontamination site (hereinafter “Contamination Site”). This Notice has been approved by theNorth Carolina Department of Environmental Quality, or its successor in function (hereinafter“DEQ”) under the authority of the Dry-Cleaning Solvent Cleanup Act of 1997, as amended,N.C.G.S. § 143-215.104A et seq. (hereinafter “DSCA”), and is required to be filed in theRegister of Deeds' Office in the county or counties in which the land is located, pursuant toNCGS § 143-215.104M. A Notice will be recorded separately in each chain of title of theContamination Site.

Soil and groundwater at the Property are contaminated with dry-cleaning solventsassociated with dry-cleaning operations at the Former Highlander Center Laundry (DSCA SiteDC800006) previously located at 2000 Statesville Boulevard, Salisbury, North Carolina. Dry-cleaning operations were conducted on the Property from approximately 1962 to 1991.

Pursuant to N.C.G.S. § 143-215.104M, this Notice is being filed in order to reduce oreliminate the danger to public health or the environment posed by the Property. Attached heretoas Exhibit A is a reduction, to 8.5" x 11", of the survey plat component of the Notice required byN.C.G.S. § 143-215.104M. The survey plat has been prepared and certified by a professionalland surveyor and meets the requirements of G.S. 47-30, and contains the following informationrequired by N.C.G.S. § 143-215.104M:

(1) A description of the location and dimensions of the areas of potential environmentalconcern (Area “A”) with respect to permanently surveyed benchmarks; and

(2) The type, location and quantity of regulated dry-cleaning solvent contamination andother contaminants known to exist on the Property.

Attached hereto as Exhibit B, is a legal description of the Property that would besufficient as a description in an instrument of conveyance.

Pursuant to NCGS § 143-215.104M, a certified copy of this Notice must be filed within15 days of receipt of DEQ's approval of the Notice or the effective date of the dry-cleaningsolvent remediation agreement, whichever is later. Pursuant to NCGS § 143-215.104M, the copyof the Notice certified by DEQ must be recorded in the grantor index under the names of theowners of the land.

LAND-USE RESTRICTIONS

NCGS § 143-215.104M requires that the Notice identify any restrictions on the current andfuture use of the Property that are necessary or useful to maintain the level of protectionappropriate for the designated current or future use of the Property and that are designated in thedry-cleaning remediation agreement. The restrictions shall remain in force in perpetuity unlesscanceled by the Secretary of DEQ, or his/her designee, after the hazards have been eliminated,pursuant to NCGS §143-215.104M. Those restrictions are hereby imposed on the Property, andare as follows:

1. Without prior written approval from DEQ, the Property shall not be used for:

a. child care centers or schools; orb. mining or extraction of coal, oil, gas or any mineral or non-mineral substances.

2. The Property shall be used exclusively for non-residential land use pursuant to NorthCarolina Administrative Code (NCAC) 15A NCAC 02S.0102(21) and related amenities(parking, landscape areas and walkways), and all other uses of the Property are prohibitedexcept as approved in writing by DEQ.

3. No activities that encounter, expose, remove or use groundwater (for example,installation of water supply wells, fountains, ponds, lakes or swimming pools that usegroundwater, or construction or excavation activities that encounter or exposegroundwater) may occur on the Property without prior approval of DEQ.

4. No activities that cause or create an increase in infiltration (for example, removal ordemolition of materials such as asphalt, concrete, buildings, or other structures that bytheir use and nature minimize infiltration of rain or water runoff into potentiallycontaminated soil) may occur in “Area A” of the Property, as shown on Exhibit A,without prior approval of DEQ.

5. In January of each year, on or before January 31st, the owner of any portion of theProperty shall submit a notarized Annual Certification of Land-Use Restrictions to DEQcertifying that this Notice remains recorded at the Register of Deeds’ office, and that theland-use restrictions are being complied with.

6. No person conducting environmental assessment or remediation at the Property orinvolved in determining compliance with applicable land-use restrictions, at the directionof, or pursuant to a permit or order issued by DEQ may be denied access to the Propertyfor the purpose of conducting such activities.

7. The owner of any portion of the Property shall cause the instrument of any sale, lease,grant, or other transfer of any interest in the property to include a provision expresslyrequiring the lessee, grantee, or transferee to comply with this Notice. The failure toinclude such a provision shall not affect the validity or applicability of any land-userestriction in this Notice.

EASEMENT (RIGHT OF ENTRY)

The property owner grants and conveys to DEQ, its agents, contractors, and employees,and any person performing pollution remediation activities under the direction of DEQ, access atreasonable times and under reasonable security requirements to the Property to determine andmonitor compliance with the land-use restrictions set forth in this Notice. Such investigationsand actions are necessary by DEQ to ensure that use, occupancy, and activities of and at theProperty are consistent with the land-use restrictions and to ensure that the structural integrityand continued effectiveness of any engineering controls (if appropriate) described in the Noticeare maintained. Whenever possible, at least 48 hours advance notice will be given to the PropertyOwner prior to entry. Advance notice may not always be possible due to conditions such asresponse time to complaints and emergency situations.

REPRESENTATIONS AND WARRANTIES

The Property Owner hereby represents and warrants to the other signatories hereto:

i) that the Property Owner is the sole owner of the Property; or that the Property Owner hasprovided to DEQ the names of all other persons that own an interest in or hold anencumbrance on the Property and have notified such persons of the Property Owner’sintention to enter into this Notice;

ii) that the Property Owner has the power and authority to enter into this Notice, to grant therights and interests herein provided and to carry out all obligations hereunder; and

iii) that this Notice will not materially violate or contravene or constitute a material defaultunder any other agreement, document or instrument to which the Property Owner is aparty or by which the Property Owner may be bound or affected.

ENFORCEMENT

The above land-use restrictions shall be enforceable without regard to lack of privity ofestate or contract, lack of benefit to particular land, or lack of any property interest in particularland. The land-use restrictions shall be enforced by any owner of the Property. The land-userestrictions may also be enforced by DEQ through the remedies provided in NCGS § 143-215.104P or by means of a civil action; by any unit of local government having jurisdiction overany part of the Property; and by any person eligible for liability protection under the DSCA whowill lose liability protection if the restrictions are violated. Any attempt to cancel any or all ofthis Declaration without the approval of the Secretary of DEQ (or its successor in function), orhis/her delegate, shall be subject to enforcement by DEQ to the full extent of the law. Failure byany party required-or authorized to enforce any of the above restrictions shall in no event bedeemed a waiver of the right to do so thereafter as to the same violation or as to one occurringprior or subsequent thereto.

If a land-use restriction set out in this Notice required under NCGS § 143-215.104.M isviolated, the owner of the Property at the time the land-use restriction is violated, the owner’ssuccessors and assigns, and the owner’s agents who direct or contract for alteration of thecontamination site in violation of a land-use restriction shall be liable for remediation of allcontaminants to unrestricted use standards.

FUTURE SALES, LEASES, CONVEYANCES AND TRANSFERS

When any portion of the Property subject to this Notice is sold, leased, conveyed ortransferred, the deed or other instrument of transfer shall contain in the description section, in nosmaller type than that used in the body of the deed or instrument, (1) a statement that theproperty has been contaminated with dry-cleaning solvent and, if appropriate, cleaned up underthe Act and (2) a reference by book and page to the recordation of this Notice.

The Property Owner shall notify DEQ within fourteen (14) calendar days of the effectivedate of any conveyance, grant, gift, or other transfer, whole or in part, of the Property Owner’sinterest in the Property. This notification shall include the name, business address and phonenumber of the transferee and the expected date of transfer.

The Property Owner shall notify DEQ within thirty (30) days following the petitioning orfiling of any document by any person initiating a rezoning of the Property that would change thebase zone of the Property.

This provision shall not apply to leases that do not provide for the right to take actionsthat would violate the prohibitions and restrictions of this Notice.

PROPERTY OWNER SIGNATURE

IN WITNESS WHEREOF, Property Owner has caused this instrument to be duly executed this___ day of _____________, 20___.

The State of North Carolina

By:_______________________________

Name of contact

STATE OF _______________________COUNTY OF ____________________

I, ____________________________________, a Notary Public of the county and stateaforesaid, certify that ________________ personally came before me this day and acknowledgedthat he/she is a Member of The State of North Carolina, and that by authority duly given and asthe act of the company, the foregoing Notice of Dry-Cleaning Solvent Remediation was signedin its name by him.

WITNESS my hand and official stamp or seal, this ___ day of _________, 20___.

_________________________________________Name typed or printedNotary Public

My Commission expires: ___________________[Stamp/Seal]

APPROVAL AND CERTIFICATIONThe foregoing Notice of Dry-Cleaning Solvent Remediation is hereby approved and certified.

North Carolina Department of Environmental Quality

By: ________________________________________________ __________________Jim Bateson, LG DateChief, Superfund SectionDivision of Waste Management

LIMITED POWER OF ATTORNEY

I _________________________________________“Property Owner”, do hereby grant alimited power of attorney to DEQ and to DEQ’s independent contractors, as follows:

DEQ and DEQ’s independent contractors shall have the limited power of attorney torecord this Notice, including its documentary and survey plat components, in accordancewith N.C.G.S. § 143-215.104M on my “Property Owner” behalf. This limited power ofattorney shall terminate upon completion of the recordation of the Notice.

Signature of Property Owner ______________________________________________________

Dated this _____day of __________________, 20___.


I, ____________________________________________, a Notary Public, do hereby certify that_________________________________________ personally appeared before me this day andsigned this “Limited Power of Attorney”.




CERTIFICATION OF REGISTER OF DEEDS

The foregoing documentary component of the Notice of Dry-Cleaning SolventRemediation, and the associated plat, are certified to be duly recorded at the date and time, and inthe Book and on the Page(s), shown on the first page hereof.

Register of Deeds for Guilford County

By: ________________________________________ _______________________(signature) Date

Name typed or printed: ___________________________Deputy/Assistant Register of Deeds

EXHIBIT AREDUCTION OF SURVEY PLAT

Stephen S. Dyer, PLS2018.06.1817:27:22-04'00'

EXHIBIT BPROPERTY LEGAL DESCRIPTION

HIGHLANDER CENTER LAUNDRY

Rusher Oil Co. Inc.

PIN #327 027

BEGINNING at a point at the intersection on the northern right of way margin of Statesville Boulevard a90 foot public right of way and the western right of way margin of Jake Alexander Boulevard, a variablepublic right of way; thence running along the northern right of way margin of Statesville BoulevardN73°35’00”W, 29.35 feet to a point; thence turning and running N39°04'00"W, 12.67 feet to a point;thence turning and running N06°22'00"W, 102.07 feet to a point; thence turning and runningN31°15'00"E, 15.45 feet to a point; thence with a curve to the left with a radius of 508.37 feet, an arclength of 48.74 feet, subtended by a chord N68°13’00”E, 48.72 feet to a point; thence turning andrunning S89°59’00”E, 44.27 feet to a point on the western right of way margin of Jake AlexanderBoulevard, a variable public right of way; thence turning and running along said right of wayS18°20’00”W, 158.94 feet and returning to the point and place of beginning containing .21 acres moreor less

APPENDIX C-2

NDCSR FOR THE OFF-SOURCE PROPERTY

RUSHER OIL COMPANY INC.

PIN 327 118


Property Owner: Rusher Oil Company Inc.Recorded in Deed Book ______, Page _____Associated plat recorded in Plat Book ______, Page _____

This documentary component of a Notice of Dry-Cleaning Solvent Remediation(hereinafter “Notice”) is hereby recorded on this ____ day of ___________, 20____ by RusherOil Company Inc. (hereinafter “Property Owner”). The survey plat component of the Notice isbeing recorded concurrently with this documentary component. The real property (hereinafter“Property”) which is the subject of this Notice is located at 2004 Statesville Boulevard,Salisbury, North Carolina, Parcel Identification Number (PIN) 327 118.

The Property is contaminated with dry-cleaning solvent, as defined at North CarolinaGeneral Statutes (hereinafter “N.C.G.S.”), Section (hereinafter “§”) 143-215.104B(b)(9), andother contaminants and is one of five parcels that make up the dry-cleaning solventcontamination site (hereinafter “Contamination Site”). This Notice has been approved by theNorth Carolina Department of Environmental Quality, or its successor in function (hereinafter“DEQ”) under the authority of the Dry-Cleaning Solvent Cleanup Act of 1997, as amended,N.C.G.S. § 143-215.104A et seq. (hereinafter “DSCA”), and is required to be filed in theRegister of Deeds' Office in the county or counties in which the land is located, pursuant toNCGS § 143-215.104M. A Notice will be recorded separately in each chain of title of theContamination Site.

Groundwater under the Property is contaminated with dry-cleaning solvents associatedwith dry-cleaning operations at the Former Highlander Center Laundry (DSCA Site DC800006)previously located at 2000 Statesville Boulevard, Salisbury, North Carolina. Dry-cleaningoperations were conducted on the Property from approximately 1962 to 1991.

Pursuant to N.C.G.S. § 143-215.104M, this Notice is being filed in order to reduce oreliminate the danger to public health or the environment posed by the Property. Attached heretoas Exhibit A is a reduction, to 8 1/2" x 11", of the survey plat component of the Notice requiredby N.C.G.S. § 143-215.104M. The survey plat has been prepared and certified by a professional

land surveyor and meets the requirements of G.S. 47-30, and contains the following informationrequired by N.C.G.S. § 143-215.104M:



Attached hereto as Exhibit B is a legal description of the Property that would besufficient as a description in an instrument of conveyance.


N.C.G.S. § 143-215.104M requires that the Notice identify any restrictions on the current orfuture use of the Property that are necessary to assure adequate protection of public health andthe environment. The restrictions shall continue in perpetuity and cannot be amended orcanceled unless and until the County Register of Deeds receives and records the writtenconcurrence of DEQ. Those restrictions are hereby imposed on the Property, and are as follows:




3. No activities that encounter, expose, remove, or use groundwater (for example,installation of water supply wells, fountains, ponds, lakes or swimming pools that usegroundwater, or construction or excavation activities that encounter or exposegroundwater) may occur on the Property without prior approval by DEQ. No subsurfacestructures for access of personal use, such as basements, may be constructed on theProperty without prior approval by DEQ.


5. No person conducting environmental assessment or remediation at the Property, orinvolved in determining compliance with applicable land-use restrictions, at the direction

of, or pursuant to a permit or order issued by DEQ may be denied access to the Propertyfor the purpose of conducting such activities.

6. The owner of the Property which is the subject of this Notice shall cause the instrumentof any sale, lease, grant, or other transfer of any interest in the Property to include aprovision expressly requiring the lessee, grantee, or transferee to comply with this Notice.The failure to include such provision shall not affect the validity or applicability of anyland-use restriction identified in this Notice.

For purposes of the land-use restrictions set forth above, DEQ’s point of contact shall be:

North Carolina Division of Waste ManagementDry-Cleaning Solvent Cleanup Act (DSCA) Program1646 Mail Service CenterRaleigh, NC 27699-1646








ENFORCEMENT

The above land-use restrictions shall be enforceable without regard to lack ofprivity of estate or contract, lack of benefit to particular land, or lack of any property interest inparticular land. The land-use restrictions shall be enforced by any owner of the Property. Theland-use restrictions may also be enforced by DEQ through the remedies provided in NCGS §143-215.104P or by means of a civil action; by any unit of local government having jurisdictionover any part of the Property; and by any person eligible for liability protection under the DSCAwho will lose liability protection if the restrictions are violated. Any attempt to cancel any or allof this Declaration without the approval of the Secretary of DEQ (or its successor in function), orhis/her delegate, shall be subject to enforcement by DEQ to the full extent of the law. Failure byany party required-or authorized to enforce any of the above restrictions shall in no event bedeemed a waiver of the right to do so thereafter as to the same violation or as to one occurringprior or subsequent thereto.


FUTURE SALES, LEASES, CONVEYANCES, TRANSFERS AND PETITIONS ORFILINGS FOR REZONING






Rusher Oil Company Inc.

By:_______________________________

Name of contact


I, ____________________________________, a Notary Public of the county and stateaforesaid, certify that ________________ personally came before me this day and acknowledgedthat he/she is a Member of Rusher Oil Company Inc., LLC, a North Carolina limited liabilitycorporation, and its Manager, and that by authority duly given and as the act of the company, theforegoing Notice of Dry-Cleaning Solvent Remediation was signed in its name by him.




APPROVAL AND CERTIFICATION

The foregoing Notice of Dry-Cleaning Solvent Remediation is hereby approved and certified.


By: __________________________________ _______________________Jim Bateson, LG DateChief, Superfund SectionDivision of Waste Management



DEQ and DEQ’s independent contractors shall have the limited power of attorney to record thisNotice, including its documentary and survey plat components, in accordance with N.C.G.S. §143-215.104M on my “Property Owner” behalf. This limited power of attorney shall terminateupon completion of the recordation of the Notice.


Dated this _____day of ______________, 20___.


I, ____________________________________, a Notary Public, do hereby certify that_________________________________________ personally appeared before me this day andsigned this “Limited Power of Attorney”.






Register of Deeds for Rowan County




Rusher Oil Co. Inc.

PIN #327 118

BEGINNING at a point on the northern right of way margin of Statesville Boulevard a 90 foot public rightof way; thence running along the northern right of way margin of Statesville Boulevard N73°35’00”W,57.79 feet to a point; thence turning and running along the shared line with the lands of S. Cashion LLC,N09°02'00"W, 142.96 feet to a point on the southern margin of former Woodleaf Road right of way;thence turning and following said former right of way N89°50'00"E, 161.22' to a point; thence with acurve to the right with a radius of 883.51 feet, an arc length of 16.26 feet, subtended by a chordS18°20’00”E, 16.26 feet to a point; thence N89°59'00"W, 44.27 feet to a point; thence with a curve tothe right with a radius of 508.37 feet, an arc length of 48.74 feet, subtended by a chord S68°13’00”W,48.72 feet to a point; thence turning and running S31°15'00"W, 15.45 feet to a point; thence turning andrunning S06°22'00"E, 102.07 feet to a point; thence turning and running S39°04'00"E, 12.67 feet andreturning to the point and place of beginning containing .22 acres

APPENDIX C - 3NDCSR FOR THE OFF-SOURCE PROPERTY

S. CASHION LLCPIN 331 129


Property Owner: S. Cashion LLCRecorded in Deed Book ______, Page _____Associated plat recorded in Plat Book ______, Page _____

This documentary component of a Notice of Dry-Cleaning Solvent Remediation(hereinafter “Notice”) is hereby recorded on this ____ day of ___________, 20____ by S.Cashion LLC (hereinafter “Property Owner”). The survey plat component of the Notice is beingrecorded concurrently with this documentary component. The real property (hereinafter“Property”) which is the subject of this Notice is located at 2010 Statesville Boulevard,Salisbury, North Carolina, Parcel Identification Number (PIN) 331 129.

The Property is contaminated with dry-cleaning solvent, as defined at North CarolinaGeneral Statutes (hereinafter “N.C.G.S.”), Section (hereinafter “§”) 143-215.104B(b)(9), andother contaminants and is one of five parcels that make up the dry-cleaning solventcontamination site (hereinafter “Contamination Site”). This Notice has been approved by theNorth Carolina Department of Environmental Quality, or its successor in function (hereinafter“DEQ”) under the authority of the Dry-Cleaning Solvent Cleanup Act of 1997, as amended,N.C.G.S. § 143-215.104A et seq. (hereinafter “DSCA”), and is required to be filed in theRegister of Deeds' Office in the county or counties in which the land is located, pursuant toNCGS § 143-215.104M. A Notice will be recorded separately in each chain of title of theContamination Site.

Groundwater under the Property is contaminated with dry-cleaning solvents associatedwith dry-cleaning operations at the Former Highlander Center Laundry (DSCA Site DC800006)previously located at 2000 Statesville Boulevard, Salisbury, North Carolina. Dry-cleaningoperations were conducted on the Property from approximately 1962 to 1991.

Pursuant to N.C.G.S. § 143-215.104M, this Notice is being filed in order to reduce oreliminate the danger to public health or the environment posed by the Property. Attached heretoas Exhibit A is a reduction, to 8 1/2" x 11", of the survey plat component of the Notice requiredby N.C.G.S. § 143-215.104M. The survey plat has been prepared and certified by a professional






N.C.G.S. § 143-215.104M requires that the Notice identify any restrictions on the current orfuture use of the Property that are necessary to assure adequate protection of public health andthe environment. The restrictions shall continue in perpetuity and cannot be amended orcanceled unless and until the County Register of Deeds receives and records the writtenconcurrence of DEQ. Those restrictions are hereby imposed on the Property, and are as follows:




3. No activities that encounter, expose, remove, or use groundwater (for example,installation of water supply wells, fountains, ponds, lakes or swimming pools that usegroundwater, or construction or excavation activities that encounter or exposegroundwater) may occur on the Property without prior approval by DEQ. No subsurfacestructures for access of personal use, such as basements, may be constructed on theProperty without prior approval by DEQ.


5. No person conducting environmental assessment or remediation at the Property, orinvolved in determining compliance with applicable land-use restrictions, at the direction

of, or pursuant to a permit or order issued by DEQ may be denied access to the Propertyfor the purpose of conducting such activities.

6. The owner of the Property which is the subject of this Notice shall cause the instrumentof any sale, lease, grant, or other transfer of any interest in the Property to include aprovision expressly requiring the lessee, grantee, or transferee to comply with this Notice.The failure to include such provision shall not affect the validity or applicability of anyland-use restriction identified in this Notice.

For purposes of the land-use restrictions set forth above, DEQ’s point of contact shall be:

North Carolina Division of Waste ManagementDry-Cleaning Solvent Cleanup Act (DSCA) Program1646 Mail Service CenterRaleigh, NC 27699-1646








ENFORCEMENT

The above land-use restrictions shall be enforceable without regard to lack ofprivity of estate or contract, lack of benefit to particular land, or lack of any property interest inparticular land. The land-use restrictions shall be enforced by any owner of the Property. Theland-use restrictions may also be enforced by DEQ through the remedies provided in NCGS §143-215.104P or by means of a civil action; by any unit of local government having jurisdictionover any part of the Property; and by any person eligible for liability protection under the DSCAwho will lose liability protection if the restrictions are violated. Any attempt to cancel any or allof this Declaration without the approval of the Secretary of DEQ (or its successor in function), orhis/her delegate, shall be subject to enforcement by DEQ to the full extent of the law. Failure byany party required-or authorized to enforce any of the above restrictions shall in no event bedeemed a waiver of the right to do so thereafter as to the same violation or as to one occurringprior or subsequent thereto.


FUTURE SALES, LEASES, CONVEYANCES, TRANSFERS AND PETITIONS ORFILINGS FOR REZONING






S. Cashion LLC

By:_______________________________

Name of contact


I, ____________________________________, a Notary Public of the county and stateaforesaid, certify that ________________ personally came before me this day and acknowledgedthat he/she is a Member of S. Cashion LLC, LLC, a North Carolina limited liability corporation,and its Manager, and that by authority duly given and as the act of the company, the foregoingNotice of Dry-Cleaning Solvent Remediation was signed in its name by him.




APPROVAL AND CERTIFICATION



By: __________________________________ _______________________Jim Bateson, LG DateChief, Superfund SectionDivision of Waste Management



DEQ and DEQ’s independent contractors shall have the limited power of attorney to record thisNotice, including its documentary and survey plat components, in accordance with N.C.G.S. §143-215.104M on my “Property Owner” behalf. This limited power of attorney shall terminateupon completion of the recordation of the Notice.


Dated this _____day of ______________, 20___.


I, ____________________________________, a Notary Public, do hereby certify that_________________________________________ personally appeared before me this day andsigned this “Limited Power of Attorney”.






Register of Deeds for Rowan County




S. Cashion LLC

PIN #331 129

BEGINNING at a point on the northern right of way margin of Statesville Boulevard, a 90 foot public rightof way; thence running along said right of way N62°53'53"E, 206.84feet to a common corner; thenceturning and running along the former right of way of Woodleaf Road, the following three courses anddistances:

1) S30°54'30"E, 25.84 feet to a point;2) S84°06'44"E, 104.90 feet to a point;

Thence turning and running S38°28'48"E, 26.92 feet to a shared corner with the lands of Rusher OilCompany Inc. (Deed Book 721, Page 99); thence turning and running along the shared line with the landsof Rusher Oil Company Inc. S09°02'00"E, 142.96 feet to a point on the northern right of way margin ofStatesville Boulevard, a 90 foot public right of way; thence turning and running along said right of wayN73°30'19"W, 355.57 feet and returning to the point and place of beginning containing .78 acresmore or less

APPENDIX C - 4


HOTEL GROUP OF SALISBURY INC.

PIN 331 135


Property Owner: Hotel Group of Salisbury Inc.Recorded in Book _______, Page ________Associated plat recorded in Plat Book _______, Page _______

This documentary component of a Notice of Dry-Cleaning Solvent Remediation(hereinafter “Notice”) is hereby recorded on this ____ day of ___________, 20____. The surveyplat component of the Notice is being recorded concurrently with this documentary component.The real property (hereinafter “Property”) which is the subject of this Notice is located at WestJake Alexander Boulevard, Salisbury, Rowan County, North Carolina, Parcel IdentificationNumber (PIN) 331 135.

The Property is contaminated with dry-cleaning solvent, as defined at North CarolinaGeneral Statutes (hereinafter “N.C.G.S.”), Section (hereinafter “§”) 143-215.104B(b)(9), andother contaminants and is one of 5 parcels that make up the dry-cleaning solvent contaminationsite (hereinafter “Contamination Site”). This Notice has been approved by the North CarolinaDepartment of Environmental Quality, or its successor in function (hereinafter “DEQ”) under theauthority of the Dry-Cleaning Solvent Cleanup Act of 1997, as amended, N.C.G.S. § 143-215.104A et seq. (hereinafter “DSCA”), and is required to be filed in the Register of Deeds'Office in the county or counties in which the land is located, pursuant to NCGS § 143-215.104I.A Notice will be recorded separately in each chain of title of the Contamination Site.

Groundwater under the Property is contaminated with dry-cleaning solvents associatedwith dry-cleaning operations at the Former Highlander Center Laundry (DSCA Site DC800006)previously located at 2000 Statesville Boulevard, Salisbury. A risk assessment of thecontaminated property concluded that the contamination poses no unacceptable risk aslong as groundwater on the property is not used as a source of water for any water supplywells.

Pursuant to N.C.G.S. § 143-215.104I, this Notice is being filed in order to reduce oreliminate the danger to public health or the environment posed by the Property. Attached heretoas Exhibit A is a reduction, to 8 1/2" x 11", of the survey plat component of the Notice requiredby N.C.G.S. § 143-215.104M. The survey plat has been prepared and certified by a professional





USE OF GROUNDWATER PROHIBITED BY STATE AND LOCAL REGULATIONS

Groundwater on this property contains contaminants that exceed unrestricted usestandards. Pursuant to 15A North Carolina Administrative Code 02C .0107(b)(1), “(t)he sourceof water for any water supply well shall not be from a water bearing zone or aquifer that iscontaminated.” Therefore, state law prohibits construction of a water supply well on thisproperty unless it can be demonstrated that the water pumped from the well is notcontaminated. Further, pursuant to North Carolina General Statute 87-88(c) and 15A NorthCarolina Administrative Code 02C .0112(a), no well may be constructed or maintained in amanner whereby it could be a source or channel of contamination of the groundwater supply orany aquifer.


When any portion of the Property is sold, leased, conveyed or transferred, pursuant toNCGS § 143-215.104M the deed or other instrument of transfer shall contain in the descriptionsection, in no smaller type than that used in the body of the deed or instrument, a statement thatthe Property has been contaminated with dry-cleaning solvent and, if appropriate, cleaned upunder the DSCA.

CANCELLATION OF THE NOTICE

The Notice may, at the request of the Property Owner, be canceled by DEQ after the riskto public health and the environment associated with the dry-cleaning solvent contamination andany other contaminants included in the DSCA Remediation Agreement have been eliminated asa result of remediation of the Property to unrestricted use standards.

APPROVAL AND CERTIFICATION OF NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITY



By: _________________________________________ ________________________Jim Bateson, LG DateChief, Superfund SectionDivision of Waste Management

STATE OF NORTH CAROLINACOUNTY OF WAKE

I, ____________________________________, a Notary Public of Wake County and State of

North Carolina do hereby certify that _________________________________________ did

personally appeared before me this the ___ day of _________, 20___.




The foregoing documentary component of the Notice of Dry-Cleaning Solvent Remediation, andthe associated plat, are certified to be duly recorded at the date and time, and in the Books andPages, shown on the first page hereof.

Register of Deeds for Rowan CountyBy: ________________________________________ _______________________Name typed or printed: ___________________________ DateDeputy/Assistant Register of Deeds

EXHIBIT A

SURVEY PLAT REDUCTION

EXHIBIT B

LEGAL DESCRIPTION FOR PROPERTY


Hotel Group of Salisbury Inc.

PIN #331 135

BEGINNING at a found #5 rebar on the southern right of way margin of Statesville Boulevard, a 90 footpublic right of way; thence running along said right of way the following two (2) courses and distances:

1) S75°21'43"E, 70.03 feet to a point;2) S75°20'54"E, 75.93 feet to a point;

thence turning and following the westerly right of way margin of Jake Alexander Boulevard, a variablepublic right of way with a curve to the right, having a radius of 169.77 feet, an arc length of 99.58 feet,subtended by a chord S44°39’22”E, a chord distance of 98.16 feet to a point; thence S27°53'03"E, 68.40feet to a point; thence turning and running along the shared line with the lands of Dirkson Volkmar,(Deed Book 1054, Page 762) the following two (2) courses and distances:

1) S71°51'21"W, 193.51 feet to a point;2) thence turning and running S20° 36' 28"E, 100.09 feet to a point;

thence following the shared line with the lands of Dirkson Volkmar, (Deed Book 1059, Page 966) S42° 56'15"E, 55.07 feet to a shared corner with the lands of Hotel Group of Salisbury Inc. (Deed Book 1082,Page 638); thence following the shared line with the lands of Hotel Group of Salisbury Inc. S22° 31'14"E, 28.81 feet to a found PK nail; thence turning and running along the shared line with the lands ofRowan County (Deed Book 1213, Page 844) S67°51'49"W, 38.38 feet to a point; thence turning andrunning along the shared line with the lands of Rowan County (Deed Book 1228, Page 844) the followingthree (3) courses and distances:

1) N28°48'09"W, 31.56 feet to a point;2) N32°14’38"W, 252.31 feet to a found iron pin;3) Thence turning and running N15°00’25”E, 167.19 feet and returning to the point and place of

beginning containing 1.17 acres more or less

APPENDIX C - 5


ROWAN COUNTY

PIN 331 143


Property Owner: Rowan CountyRecorded in Book _______, Page ________Associated plat recorded in Plat Book _______, Page _______

This documentary component of a Notice of Dry-Cleaning Solvent Remediation(hereinafter “Notice”) is hereby recorded on this ____ day of ___________, 20____. The surveyplat component of the Notice is being recorded concurrently with this documentary component.The real property (hereinafter “Property”) which is the subject of this Notice is located at 1951Statesville Boulevard, Salisbury, Rowan County, North Carolina, Parcel Identification Number(PIN) 331 143.

The Property is contaminated with dry-cleaning solvent, as defined at North CarolinaGeneral Statutes (hereinafter “N.C.G.S.”), Section (hereinafter “§”) 143-215.104B(b)(9), andother contaminants and is one of 5 parcels that make up the dry-cleaning solvent contaminationsite (hereinafter “Contamination Site”). This Notice has been approved by the North CarolinaDepartment of Environmental Quality, or its successor in function (hereinafter “DEQ”) under theauthority of the Dry-Cleaning Solvent Cleanup Act of 1997, as amended, N.C.G.S. § 143-215.104A et seq. (hereinafter “DSCA”), and is required to be filed in the Register of Deeds'Office in the county or counties in which the land is located, pursuant to NCGS § 143-215.104I.A Notice will be recorded separately in each chain of title of the Contamination Site.

Groundwater under the Property is contaminated with dry-cleaning solvents associatedwith dry-cleaning operations at the Former Highlander Center Laundry (DSCA Site DC800006)previously located at 2000 Statesville Boulevard, Salisbury. A risk assessment of thecontaminated property concluded that the contamination poses no unacceptable risk aslong as groundwater on the property is not used as a source of water for any water supplywells.

Pursuant to N.C.G.S. § 143-215.104I, this Notice is being filed in order to reduce oreliminate the danger to public health or the environment posed by the Property. Attached heretoas Exhibit A is a reduction, to 8 1/2" x 11", of the survey plat component of the Notice requiredby N.C.G.S. § 143-215.104M. The survey plat has been prepared and certified by a professional





USE OF GROUNDWATER PROHIBITED BY STATE AND LOCAL REGULATIONS

Groundwater on this property contains contaminants that exceed unrestricted usestandards. Pursuant to 15A North Carolina Administrative Code 02C .0107(b)(1), “(t)he sourceof water for any water supply well shall not be from a water bearing zone or aquifer that iscontaminated.” Therefore, state law prohibits construction of a water supply well on thisproperty unless it can be demonstrated that the water pumped from the well is notcontaminated. Further, pursuant to North Carolina General Statute 87-88(c) and 15A NorthCarolina Administrative Code 02C .0112(a), no well may be constructed or maintained in amanner whereby it could be a source or channel of contamination of the groundwater supply orany aquifer.


When any portion of the Property is sold, leased, conveyed or transferred, pursuant toNCGS § 143-215.104M the deed or other instrument of transfer shall contain in the descriptionsection, in no smaller type than that used in the body of the deed or instrument, a statement thatthe Property has been contaminated with dry-cleaning solvent and, if appropriate, cleaned upunder the DSCA.

CANCELLATION OF THE NOTICE

The Notice may, at the request of the Property Owner, be canceled by DEQ after the riskto public health and the environment associated with the dry-cleaning solvent contamination andany other contaminants included in the DSCA Remediation Agreement have been eliminated asa result of remediation of the Property to unrestricted use standards.

APPROVAL AND CERTIFICATION OF NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITY



By: _________________________________________ ________________________Jim Bateson, LG DateChief, Superfund SectionDivision of Waste Management

STATE OF NORTH CAROLINACOUNTY OF WAKE

I, ____________________________________, a Notary Public of Wake County and State of

North Carolina do hereby certify that _________________________________________ did

personally appeared before me this the ___ day of _________, 20___.




The foregoing documentary component of the Notice of Dry-Cleaning Solvent Remediation, andthe associated plat, are certified to be duly recorded at the date and time, and in the Books andPages, shown on the first page hereof.

Register of Deeds for Rowan CountyBy: ________________________________________ _______________________Name typed or printed: ___________________________ DateDeputy/Assistant Register of Deeds

EXHIBIT A

SURVEY PLAT REDUCTION

EXHIBIT B

LEGAL DESCRIPTION FOR PROPERTY


Rowan County

PIN #331 143

BEGINNING at a point on the south westerly margin the property of Rowan County, said point being ashared point with the lands of Hickory Property Inc. (deed book 1207. Page 416, thence turning andrunning along the shared line with the lands of Hickory Property Inc. N29°52'12"W, 268.99 feet to apoint; thence turning and running N16°27'07"E, 333.20 feet to a point; thence turning and following thesouthern right of way margin of Statesville Boulevard S73°40'30"E, 127.00 feet to a found #5 rebar;thence turning and running along the shared line with the lands of Hotel Group of Salisbury (deed book1082, page 638) S15°00'25"W, 167.19 feet to a found iron pin; thence turning and continuing to followsaid line S32°14'38"E, 252.31 feet to a point; thence turning running S3°57'49"W, 37.67 feet to a point;thence turning and running S58°32'15"W, 200.47 feet returning to the point and place of beginningcontaining 2.11 acres more or less

APPENDIX D

EXAMPLE ANNUAL CERTIFICATION OF


PAT MCCRORYGovernor

DONALD R. VAN DER VAARTSecretary

MICHAEL SCOTTDirector

State of North Carolina | Environmental Quality | Waste Management1646 Mail Service Center | 217 West Jones Street | Raleigh, NC 27699-1646

919 707 8200 Telephone

<date>

CERTIFIED MAILRETURN RECEIPT REQUESTED

<property owner><address><city, state, zip>

Subj: Annual Certification of Land-Use RestrictionsFormer Highlander Center Laundry, 1930 Statesville Boulevard(dry-cleaner formerly located at 2000 Statesville Boulevard)Salisbury, Rowan County, North CarolinaDSCA Site DC800006

Dear <property owner>:

On <date>, the Division of Waste Management made a “No Further Action” decision forthe above referenced site. As part of that decision, it was determined that land-userestrictions were necessary to ensure protection of human health and the environment.The land-use restrictions for this site are specified in the enclosed Notice of Dry-CleaningSolvent Remediation (Notice) signed by the property owner and the Division of WasteManagement.

As owner of at least a portion of the DSCA Site, you are required to comply withCondition __ of the Notice by submitting to DEQ a notarized Annual Certification ofLand-Use Restrictions certifying that the Notice remains recorded at the Rowan CountyRegister of Deeds’ office and that the Land-Use Restrictions are being complied with.Please complete the enclosed Annual Certification of Land-Use Restrictions and return itto me on or before January 31, 20__.

In accordance with § 143-215.104M(f), any person who fails to comply within the timespecified in this letter, shall then be subject to the applicable enforcement procedures.The Notice further states that if a land-use restriction is violated, the owner of thecontamination site at the time the land-use restriction is violated, the owner’s successorsand assigns, and the owner’s agents who direct or contract for alteration of thecontamination site in violation of a land-use restriction shall be liable for remediation ofall contaminants to unrestricted use standards.

If you have any questions concerning these documents or the site, please contact me at(919) 707-8367 or via email at [email protected].

Sincerely,

Jay W. King, Project ManagerDSCA Remediation UnitSuperfund SectionDivision of Waste Management

Attachments: Copy of Notice of Dry-Cleaning Solvent RemediationAnnual Certification of Land-Use Restrictions form

Cc: DSCA Site # DC800006 File

mailto:[email protected]

Annual Certification of Land-Use Restrictions

Site Name:

Site Address: <street>, <city>, <county>

DSCA ID No: <site #>

ANNUAL CERTIFICATION of LAND-USE RESTRICTIONS

Pursuant to land-use restriction number __ (the land-use restrictions are included as part of this form forreference) in the Notice of Dry-Cleaning Solvent Remediation (Notice) signed by <property owner orauthorized designee> and recorded in Deed Book <blank>, Page <blank> on <date> at the <blank>County Register of Deeds Office, <property owner or authorized designee> hereby certifies, as an ownerof at least part of the property that is the subject of the Notice, that the Notice remains recorded at the______ County Register of Deeds office and the land-use restrictions therein are being complied with.

Duly executed this _____ day of _______________, 20__.

<property owner or authorized designee>By:_____________________________________________Name typed or printed:

STATE OF _________________COUNTY OF ________________

I, _________________________, a Notary Public of the county and state aforesaid, certify that_____________________ personally came before me this day and the foregoing certification was signedby him/her.

WITNESS my hand and official stamp or seal, this _____ day of _______________, 20__.

_____________________________________________Name typed or printed:Notary Public


APPENDIX E

EXAMPLE DOCUMENTS ANNOUNCING PUBLIC COMMENT PERIOD


919 707 8200 T

ROY COOPERGovernor

MICHAEL S. REGANSecretary


<Date>

<name>, <City Manager/County Health Director><address><city>, NC <zip>

Subj: Remediation of Dry-Cleaning Solvent ContaminationDSCA Site DC800006Former Highlander Center Laundry, 1930 Statesville Boulevard(dry-cleaner formerly located at 2000 Statesville Boulevard)Salisbury, NC

Dear <name>:

The Dry-Cleaning Solvent Cleanup Act of 1997 (DSCA), North Carolina General Statutes (N.C.G.S.)Sections 143-215.104A through 143-215.104U, provides for the assessment and remediation of propertiesthat may have been or were contaminated by chlorinated solvents. To satisfy the requirements ofN.C.G.S. 143-215.104L, this letter serves as the Notice of Intent to Remediate a Dry-Cleaning SolventFacility or Abandoned Site (NOI) approved by the North Carolina Department of EnvironmentalQuality (DEQ).

The NOI must provide, to the extent known, a legal description of the location of the DSCA Site, a mapshowing the location of the DSCA Site, a description of the contaminants involved and theirconcentrations in the media of the DSCA Site, a description of the intended future use of the DSCA Site,any proposed investigation and remediation, and a proposed Notice of Dry-Cleaning Solvent Remediation(NDCSR) prepared in accordance with N.C.G.S. Section 143-215.104M. The required components of theNOI are included in the attached Risk Management Plan, and are available during the public commentperiod on our website at:https://deq.nc.gov/about/divisions/waste-management/superfund-section/special-remediation-branch/dsca-public-notices-announcements

The DSCA Program is providing a copy of the NOI to all local governments having jurisdiction over theDSCA Site. A 30-day public comment period is being held from <date>, until <date>. Written commentsmay be submitted to DEQ no later than <date>. Written requests for a public meeting may be submitted toDEQ no later than <date>. All such comments and requests should be sent to:

Jay W. King, DSCA Remediation UnitDivision of Waste Management, NCDEQ1646 Mail Service CenterRaleigh, North Carolina 27699-1646

https://deq.nc.gov/about/divisions/waste-management/superfund-section/special-remediation-branch/dsca-public-notices-announcements


Remediation of Dry-Cleaning Solvent Contamination <date>DSCA Site DC800006Former Highlander Center Laundry, 1930 Statesville Boulevard, SalisburyPage 2

A Summary of the NOI is being published in the <newspaper of general circulation>, copies are beingsent to owners of property within and contiguous with the area of contamination, and a copy of theSummary will be conspicuously posted at the Site during the public comment period.

If you have any questions, please feel free to contact me at (919) 707-8367.

Sincerely,[SIGNATURE]Jay W. King, DSCA Project ManagerDivision of Waste Management, NCDEQ

Public Notice

SUMMARY OF NOTICE OF INTENT TO REMEDIATE A DRY-CLEANINGSOLVENT FACILITY OR ABANDONED SITE

N.C. Department of Environmental QualityDivision of Waste Management

Dry-Cleaning Solvent Cleanup Act (DSCA) Program

Former Highlander Center LaundryDSCA Site DC800006

Pursuant to N.C.G.S. §143-215.104L, on behalf of Rusher Oil Co., Inc., the North CarolinaDepartment of Environmental Quality’s (NCDEQ’s) private contractor has prepared a Notice ofIntent to Remediate a Dry-Cleaning Solvent Facility or Abandoned Site (NOI). The purpose ofthis Summary of the NOI is to notify the community of the proposed remedy for thecontamination site and invite comment on the proposed remedy.

Former Highlander Center Laundry previously conducted dry-cleaning operations at 2000Statesville Boulevard, in Salisbury, North Carolina. The property is currently occupied by anExxon-branded gasoline filling station and Rushco Food Store convenience store located at 1930Statesville Boulevard. Dry-cleaning solvent contamination in soil and/or groundwater has beenidentified at the following parcel(s):

1930 Statesville Boulevard, in Salisbury; Parcel No. 327 0272004 Statesville Boulevard, in Salisbury; Parcel No. 327 1182010 Statesville Boulevard, in Salisbury; Parcel No. 331 1291951 Statesville Boulevard, in Salisbury; Parcel No. 331 143West Jake Alexander Boulevard, in Salisbury; Parcel No. 331 135

An investigation of the extent of contamination has been completed. A risk assessment of thecontaminated properties concluded that the contamination poses no unacceptable risks. A RiskManagement Plan (RMP) has been prepared which proposes using land-use controls to preventcurrent and future risks at the affected properties.

The elements of the complete NOI are included in the RMP which is available online athttps://deq.nc.gov/about/divisions/waste-management/superfund-section/special-remediation-branch/dsca-public-notices-announcements

The public comment period begins ________ __, 20__, and ends ________ __, 20__.

Comments must be in writing and submitted to NCDEQ no later than ________ __, 20__.Written requests for a public meeting may be submitted to NCDEQ no later than ________ __,20__. Requests for additional information should be directed to Jay King at (919)707-8367.All comments and requests should be sent to:

Jay W. King, DSCA Remediation UnitDivision of Waste Management, NCDEQ1646 Mail Service CenterRaleigh, North Carolina 27699-1646





ROY COOPERGovernor



<date>

Rusher Oil Co., Inc.2201 Executive DriveSalisbury, North Carolina 28147

Subj: Dry-Cleaning Solvent Contamination at1930 Statesville Boulevard, Salisbury, NC

Dear Rusher Oil Co., Inc.:

The Dry-Cleaning Solvent Clean-up Act (DSCA) Program has completed an assessmentof the dry-cleaning solvent contamination associated with the former Highlander CenterLaundry previously located at 2000 Statesville Boulevard in Salisbury. The property iscurrently occupied by an Exxon-branded gasoline filling station and Rushco Food Storeconvenience store located at 1930 Statesville Boulevard. A Risk Management Plan(RMP) to address the site contamination has been prepared. You are receiving this letterin accordance with the DSCA Program’s statutes, which provide the community anopportunity to review and comment on the proposed RMP. Attached is a Summary of theNotice of Intent to Remediate a Dry-Cleaning Solvent Facility or Abandoned Sitewhich provides a brief description of the proposed remedy, a web link with more details,and the dates and procedures for commenting on the proposed RMP. We ask that youreview these documents. If you do not have access to the internet, we ask that you contactus to request a hard copy.

You are also receiving this letter because your property at <address of property where 2Cnotice will be filed> lies within an area where dry-cleaning solvents have been detectedin groundwater. An evaluation of the risks concluded that the contamination poses nounacceptable risks for the current use of your property. However, because groundwaterunder your property is contaminated, state regulations and local regulations prohibit theinstallation of a water supply well on this property. If the RMP is approved, a notice willbe recorded in the chain of title indicating that groundwater is contaminated with dry-cleaning solvents and that regulations prohibit installation of a water supply well into acontaminated aquifer.

If you would like to see an example of this notice, please access the website:https://deq.nc.gov/about/divisions/waste-management/superfund-section/special-remediation-branch/dsca-public-notices-announcements



Open the Risk Management Plan for the former Highlander Center Laundry site, and seeAttachment [#]. If the proposed remedy is approved, you will be sent a letter describingyour rights to appeal the decision to file such a notice in the chain of title, and providingyou the option of filing the notice yourself.

If you have questions, please contact me at (919) 707-8367.

Sincerely,

[SIGNATURE]Jay W. King, DSCA Project ManagerDivision of Waste Management, NCDEQ

Attachments: Summary of the NOI




ROY COOPERGovernor



<date>

<property owner><mailing address><city, state, zip>

Subj: Dry-Cleaning Solvent Contamination at 1930 Statesville Boulevard(dry-cleaner formerly located at 2000 Statesville Boulevard)Salisbury, NC


You are receiving this letter because your property at <adjacent property address> isadjacent to an area contaminated with dry-cleaning solvents. The Dry-Cleaning SolventClean-up Act (DSCA) Program has completed an assessment of the dry-cleaning solventcontamination associated with the former Highlander Center Laundry previously locatedat 2000 Statesville Boulevard in Salisbury. The property is currently occupied by anExxon-branded gasoline filling station and Rushco Food Store convenience store locatedat 1930 Statesville Boulevard. A remedial strategy to address the site contamination hasbeen prepared, and in accordance with our program’s statutes, the community has anopportunity to review and comment on the proposed strategy.

The attached Summary of the Notice of Intent to Remediate a Dry-Cleaning SolventFacility or Abandoned Site (NOI) provides a brief description of the proposed remedy, aweb link to the complete NOI, and the dates and procedures for commenting on theproposed remedy. If you do not have access to the internet, we ask that you contact us torequest a hard copy of the complete NOI.

If you have questions, please contact me at (919) 707-8367.

Sincerely,

[SIGNATURE]Jay W. King, DSCA Project ManagerDivision of Waste Management, NCDEQ

Attachments: Summary of the NOI




ROY COOPERGovernor

MICHAEL S. REGAN Secretary


Date

<property owner><address><city, state, zip>

Subj: Dry-Cleaning Solvent Contamination at 1930 Statesville Boulevard(dry-cleaner formerly located at 2000 Statesville Boulevard)Salisbury, NC


The Dry-Cleaning Solvent Clean-up Act (DSCA) Program has completed an assessmentof the dry-cleaning solvent contamination associated with the former Highlander CenterLaundry previously at 2000 Statesville Boulevard in Salisbury. The property is currentlyoccupied by an Exxon-branded gasoline filling station and Rushco Food Storeconvenience store located at 1930 Statesville Boulevard. That site has been certified intothe DSCA Program, and a remedial strategy to address the site contamination has beenprepared. A public comment period was held from ___ to ____, during which thecommunity had an opportunity to comment on the proposed remedial strategy. Anycomments received were addressed, and the proposed remedial strategy is now approvedas final.

You are receiving this letter because your property lies within an area where dry-cleaningsolvents have been detected in groundwater. An evaluation of the risks concluded that thecontamination poses no unacceptable risks for the current use of your property. Theapproved remedial strategy provides that a notice will be recorded in the chain of title foryour property indicating that groundwater is contaminated with dry-cleaning solvents andthat regulations in 15A North Carolina Administrative Code 02C.0107(b)(1) prohibitinstallation of a water supply well into an aquifer that is contaminated. If you have anexisting water supply well, it must be maintained in accordance with 15A North CarolinaAdministrative Code 02C.0112 whereby it will not be a source or channel ofcontamination to the water supply or aquifer.

The proposed Notice of Dry Cleaning Solvent Remediation applicable to your property isattached hereto as Attachment A. You have the option of recording the Notice yourself,however, if you elect not to, the DSCA Program will record the Notice in the chain oftitle for your property. Should you elect to record the Notice yourself, we will send you

detailed instructions along with the final documents that will need to be presented at theRowan County Register of Deeds Office for recordation.

If you wish to appeal the decision to file the Notice, you are entitled to a hearing. Yourrequest for a hearing must be in form of a written petition, complying with the requirementsof Chapter 150B of the General Statutes of North Carolina. The petition must be filed withthe Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714.The petition must be received and filed by the Office of Administrative Hearings within sixty(60) days of receipt of this letter.

In addition to filing the original written petition with the Office of Administrative Hearings, acopy of this petition must be served on this office as follows:

Mr. Bill Lane, General CounselDepartment of Environmental Quality

1601 Mail Service CenterRaleigh, North Carolina 27699-1601

Please notify the DSCA Program within sixty (60) days of receipt of this letter if youwish to record the Notice in the chain of title for your property yourself. If no response isreceived from you within that time, and no appeal is filed, the DSCA Program willproceed with recording the Notice.

If you have questions, please contact me via email at [email protected], or by phoneat (919) 707-8367 or Delonda Alexander via email at [email protected] orby phone at (919) 707-8365.

Sincerely,

Jay W. KingDSCA Project ManagerDivision of Waste Management, NCDEQ

Sincerely,

Delonda AlexanderDSCA Remediation Unit SupervisorDivision of Waste Management, NCDEQ

Attachments: Proposed Notice of Dry Cleaning Solvent Remediation


