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HomeMy WebLinkAboutB&K Coastal Malmo_Phase I-II ESA Final Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 July 5, 2016 Prepared For Martin Marietta Real Estate Investments, Inc. Raleigh, North Carolina Prepared By Waters Edge Environmental, LLC Raleigh, North Carolina WATERS EDGE ENVIRONMENTAL, LLC 4901 WATERS EDGE DRIVE, SUITE 201  RALEIGH, NC 27606  PHONE 919.859.9987  FAX 919.859.9930 July 5, 2016 Mr. John Gillan, Esq. 2710 Wycliff Road Raleigh, North Carolina 27607 Reference: Phase I and Limited Phase II Environmental Site Assessment- Privileged and Confidential Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 Waters Edge Job No. R16-24 Dear Mr. Gillan: Waters Edge Environmental, LLC (Waters Edge) is pleased to submit this Phase I and Limited Phase II Environmental Site Assessment (ESA) for the Malmo Asphalt Plant Property located off 1520 Malmo Loop Road NE near Leland, Brunswick County, North Carolina 28451. The following report documents the results of the site reconnaissance and public record review, Phase II ESA results, and presents our conclusions and recommendations for the property. I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in 40CFR 312.10. I have the specific qualifications based on education, training, and experience to assess a property. I have developed and performed all approximate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. Waters Edge appreciates the opportunity to provide environmental consulting services to MMREI. If you have any questions regarding the information contained herein, please do not hesitate to contact our office at 919.859.9987. Sincerely, WATERS EDGE ENVIRONMENTAL, LLC Phillip L Rahn, P.G. President 16-049/PLR/aht ii Table of Contents 1 Executive Summary 1  2 Introduction 9  2.1 Purpose 9  2.2 Detailed Scope of Services 10  2.3 Significant Assumptions 10  2.4 Limitations and Exceptions 11  2.5 Special Terms and Conditions 11  2.6 User Reliance 11  2.7 Certification, Limitations, and Statement of Independence 12  3 Site Description 12  3.1 Location and Legal Description 12  3.2 Site Rendering, Map or Plan 13  3.3 Site Vicinity Characteristics 13  3.4 Current Uses of the Property 13  3.5 Description of Structures, Roads and Other Improvements 13  3.6 Past Uses of the Property 13  3.7 Current and Past Uses of Adjoining Property 13  4 User Provided Information 14  4.1 Recorded Land Title Records 14  4.2 Environmental Liens 14  4.3 Specialized Knowledge 14  4.4 Commonly Known or Reasonably Ascertainable Information 14  4.5 Valuation Reductions for Environmental Issues 14  4.6 Owner, Property Manager and Occupant Information 14  4.7 Reason for Performing Phase I 15  5 Records Review 15  5.1 Standard State and Federal Environmental Record Sources 15  5.1.1 Federal National Priorities List 16  5.1.2 Federal CERCLIS List 16  5.1.3 Federal CERCLIS NFRAP List 16  5.1.4 RCRA COR ACTS 16  5.1.5 Federal RCRA TSD and RCRA Generator List 17  5.1.6 Federal ERNS List 17  5.1.7 State HSDS and IHS 17  5.1.8 State Solid Waste Facilities/Landfill (SWF/LF) Sites 17  5.1.9 State Registered and Leaking Underground Storage Tank List 17  5.1.10 Tribal Land 18  5.1.11 Brownfields and Voluntary Cleanup Program (VCP) Sites 18  5.1.12 Local Agencies Information 18  5.1.13 Other Listings 18  5.2 Physical Setting Source(s) 19  5.2.1 United States Geological Survey (USGS) Topographic Maps 19  Table of Contents (continued) iii 5.2.2 Surface Geology 19  5.3 Historical Use Information 20  5.3.1 Historical Use of Subject Property 20  5.3.2 Historical Use of Adjoining Properties 21  5.4 Data Failure 21  5.5 Data Gaps 22  5.6 Prior Environmental Reports 22  6 Information from Site Reconnaissance and Interviews 22  6.1 Physical Setting and Site Description 22  6.2 Hazardous Substances or Petroleum Product Storage or Disposal 23  6.3 Hazardous and/or Unidentified Substance Drum or Containers 24  6.4 Aboveground/Underground Storage Tanks 24  6.5 PCB Storage or Disposal 24  6.6 Solid Waste Storage or Disposal 25  6.7 Air Stacks or Vents 25  6.8 Wastewater Discharge, Pits, Ponds or Lagoons 25  6.9 Water Wells 25  6.10  Odors 25  6.11 Heating/Cooling 25  6.12 Stains or Corrosion 25  6.13 Drains or Sumps 26  6.14 Stained Soil or Pavement 26  6.15 Stressed Vegetation 26  6.16 Indications of Burial Activities 26  6.17 Vapor Migration 26  6.18 Other Areas of Concern 27  6.19 Non-Scope Considerations 27  7 Interviews and Questionnaire 30  7.1 Interview with Owner 31  7.2 Interview with Key Site Manager 31  7.3 Interview with Occupants 31  7.4 Interviews with Past Owners, Operators, or Occupants 31  7.5 Interviews with Neighboring or Nearby Property Owners or Occupants 31  7.6 Interviews with Others 31  8 Phase II ESA 31  9 Findings, Opinions, Conclusions and Recommendations 36  iv Figures Figure No. Title 1 Project Location Map 2 Site and Surrounding Properties Map 3 AOC Location Map 4 Test Pit Location Map 5 Asphalt Plant Area Geoprobe Location Map 6 Inactive AST Tankfarm Geoprobe Location Map 7 Liquid Tar Plastic Tote Release Area Geoprobe Location Map Appendices Appendix Title A Ownership Information B Past Aerial Photographs C Computer Database Search D UST Information E Questionnaire F Site Photographs G SOPs H Soil Boring Logs I Laboratory Results J Resume v Acronym List ACM Asbestos-Containing Material AHERA Asbestos Hazard Emergency Response Act AST Above Ground Storage Tank ASTM American Society for Testing and Materials °C Celsius CERCLA Comprehensive, Environmental Response and Liability Act CESQG Conditionally-Exempt Small Quantity Generator CERCLIS Comprehensive, Environmental Response Liability Information System COCs Constituents of Concern CORP US Army Corp of Engineers CREC Controlled Recognized Environmental Conditions CSA Comprehensive Site Assessment EDR Environment Data Resources ESA Environmental Site Assessment EPA Environmental Protection Agency FOIA Freedom of Information Act FRS Facility Registry System Ft/ft Foot per foot HREC Historical Recognized Environmental Conditions HSDS Hazardous Substance Disposal Sites HUD Housing and Urban Development HWS Hazardous Waste Section IHS Inactive Hazardous Sites LBP Lead-Based Paint Acronym List (continued) vi LQG Large Quantity Generator LLP Limited Liability Protection mg/kg Milligrams per Kilograms or Parts per Million MM Martin Marietta MMREI MM Real Estate Investments MSCC Maximum Soil Contaminant Concentration MSL Mean Sea Level NCDEQ North Carolina Department of Environmental Quality NFA No Further Action NPL National Priority List NFRAP No Further Remedial Action Planned NOV Notice of Violation NWI National Wetlands Inventory OPHSCA Oil Pollution and Hazardous Substance Control Act PACM Presumed Asbestos-Containing Material PCi/L picoCuries/Liter PCBs Polychlorinated Biphenyls PCS Permit Compliance System PGW Protection of Groundwater PID Photoionization Detector PPM Parts per million PRP Principal Responsible Party RBC Risk-Based Concentrations RCRA Resource Conservation Recovery Act Acronym List (continued) vii RCRIS Resource Conservation Recovery Information System RECs Recognized Environmental Conditions RP Responsible Parties RSL Regional Screening Levels SOPs Standard Operating Procedures SQG Small Quantity Generator SVOCs semi-volatile organic compounds TCE Trichloroethene TCLP Toxicity Characteristic Leaching Procedure TSCA Toxic Substance Control Act TSI Thermal System Insulation TSP Transaction Screening Process USEPA United States Environmental Protection Agency USGS United States Geologic Services UST Underground Storage Tank VOCs Volatile Organic Compounds Waters Edge Waters Edge Environmental, LLC Page 1 of 42 Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 July 5, 2016 1 Executive Summary Waters Edge is pleased to submit this Phase I and Limited Phase II ESA for the Malmo Asphalt Plant Property located off 1520 Malmo Loop Road NE near Leland, Brunswick County, North Carolina 28451 (see Figure 1). The following report documents the results of the site reconnaissance and public record review, Phase II ESA results, and presents our conclusions and recommendations for the subject property. The ESA indicated the following: Concern Potential Concern REC HREC CREC Comment Current tenant of concern ---- ---- ---- ---- ---- Past tenant of concern ---- ---- ---- ---- ---- Current owner of concern ---- ---- ---- ---- ---- Past owner of concern Yes Yes ---- ---- See Comments Below Data Failure ---- ---- ---- ---- See Comments Below Data Gap ---- ---- ---- ---- See Comment Below- Hazardous Substances and Petroleum Products in Connection with Identified Uses ---- ---- ---- ---- See Comments Below Hazardous Substances and Petroleum Products Not in Connection with Identified Uses ---- ---- ---- ---- See Comments Below Underground Storage Tanks ---- ---- ---- ---- See Comments Below Aboveground Storage Tanks Yes Yes ---- ---- See Comments Below Odors ---- ---- ---- ---- ---- Pools of Liquid Yes Yes ---- ---- See Comments Below Drums/Containers ---- ---- ---- ---- See Comments Below Unidentified Substance Containers ---- ---- ---- ---- See Comments Below Polychlorinated Biphenyls ---- ---- ---- ---- See Comments Below Heating/Cooling ---- ---- ---- ---- ---- Stains or Corrosion ---- ---- ---- ---- See Comments Below Drains or Sumps ---- ---- ---- ---- See Comments Below Pits, ponds, or lagoons ---- ---- ---- ---- See Comments Below Stained soil or pavement ---- ---- ---- ---- See Comments Below Stressed vegetation ---- ---- ---- ---- See Comments Below Solid waste Yes ---- ---- ---- See Comments Below Indications of burial activities Yes ---- ---- ---- See Comments Below Waste water ---- ---- ---- ---- ---- Wells ---- ---- ---- ---- See Comments Below Septic systems ---- ---- ---- ---- See Comments Below Federal Listings ---- ---- ---- ---- See Comments Below State Listings ---- ---- ---- ---- See Comments Below Adjoining concerns Yes ---- ---- ---- ---- Non-Scope Considerations Yes ---- ---- ---- See Comments Below Other ---- ---- ---- ---- See Comments Below Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 2 of 42 There are the following RECs or AOCs noted:  Based on the visual evidence of potential releases of oils and hazardous substances noted during the Phase I ESA, Waters Edge recommended that a Phase II ESA be conducted for the Subject Property. Twenty-three (23) Geoprobes, Twenty-eight (28) test pits, and one hand auger boring were emplaced during the Phase II ESA. Based on the PID readings and visual indications of environmental impact, there were eight (8) AOCs identified that had either soil and/or groundwater samples analyzed to corroborate potential impacted media as follows: AOC-1- Inactive AST Tankfarm Soil- One soil sample (Geo-3 @3-4’ bgs) was collected adjacent to a former gasoline dispenser pump and AST and was analyzed for TPH-GRO and TPH-DRO per NCDEQ UST Closure Guidance. Analytical results detected no exceedances versus NCDEQ TPH-GRO (ND versus 10 mg/kg trigger level) and TPH-DRO (22 mg/kg versus 40 mg/kg non-UST trigger level) thresholds. Groundwater- One groundwater sample (Geo-3 GW) was collected and analyzed for VOCs and MADEP VPH per NCDDEQ Guidance. Analytical results detected the following exceedances of NCDEQ 2L NCGSs:  Naphthalene detected at 19 ug/L versus a 6 ug/L 2L NCGS  Total C9-C22 Aromatics detected at 280 ug/L versus a 200 ug/L 2L NCGS This would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24-Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. The NCDEQ would likely require a CSA which would involve the emplacement of several groundwater monitoring wells along with demographic data such that the site can be given a risk categorization. As such, this is considered a REC. AOC-2- Liquid Tar Plastic Tote Release Area Soil- One soil sample (Geo-12 @1-2’ bgs) was collected adjacent to the Liquid Tar Free Product layer and analyzed for TPH-GRO and TPH-DRO per NCDEQ Guidance. Analytical results detected the following exceedances of NCDEQ thresholds:  TPH-DRO detected 68 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 3 of 42 This would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24-Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. However, we would recommend a cost effective remediation alternative would be to remove the free product and several feet of impacted soil which could be disposed via land application at a licensed facility. This would also require confirmatory samples to assure that sufficient soil has been removed. As such, this is considered a REC. AOC-3- Air Compressor Shed Oily Discharge Area Soil- One soil sample was collected at Geo-17 @1-2’ bgs and analyzed for TPH- GRO and TPH-DRO per NCDEQ Guidance. Analytical results detected the following exceedances of NCDEQ TPH threshold levels:  TPH-DRO detected 170 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg This would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24-Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. However, we would recommend a cost effective remediation alternative would be to remove several feet of impacted soil which could be disposed via land application at a licensed facility. This would also require confirmatory samples to assure that sufficient soil has been removed. As such, this is considered a REC. AOC-4- Petroleum Impacted Area West of Asphalt Plant Soil- Two soil samples were collected at Geo-19. The first sample was collected at Geo-19 @ 3-4’ bgs which represented a “hot spot” source area of soil. Based on the elevated PID readings, a recommendation was made to use risk-based analysis (e.g. constituent-based versus TPH) since the TPH results would almost certainly be elevated beyond NCDEQ thresholds. Therefore, this sample was analyzed for VOCs, SVOCs, and MADEP VPH/EPH. A second sample was also collected at this location at Geo-19 @ 10’bgs which is at depth below the groundwater table estimated at 6’ bgs. Waters Edge does not typically collect soil samples below the groundwater table in that it is difficult to differentiate what media is actually being analyzed. We chose to analyze a deeper sample at this location in that the field PID readings increased significantly with depth and we wanted corroboration to potentially prove that there may be free product which exists on top of the groundwater. Based upon the elevated PID readings at Geo-19, we analyzed a third sample from Geo-22 which was considered a western delineation boring (e.g. west and downgradient of GP-19). Both GP-19 @ 10’ bgs and GP-22 @ 3-4’ bgs were Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 4 of 42 analyzed for TPH-GRO and TPH-DRO. Analytical results from all borings detected the following exceedances of NCDEQ RBCs or thresholds:  Geo-19 @ 3-4’ bgs detected 4-Isopropyltoluene at 0.39 mg/kg versus a 0.12 mg/kg soil to groundwater MSCC.  Geo-19 @ 3-4’ bgs detected Naphthalene at 1.4 mg/kg (8260)/0.45 mg/kg (8270) versus a 0.16 mg/kg soil to groundwater MSCC.  Geo-19 @ 3-4’ bgs detected 1-Methylnaphthalene at 2.5 mg/kg versus a 0.4 mg/kg soil to groundwater MSCC  Geo-19 @ 3-4’ bgs detected 2-Methylnaphthalene at 3.5 mg/kg versus a 0.004 mg/kg soil to groundwater MSCC  Geo-19 @ 3-4’ bgs detected Total C9-C22 Aromatics at 994.2 mg/kg versus a 31 mg/kg soil to groundwater MSCC  Geo-19 @ 10’ bgs detected TPH-GRO at 120 mg/kg versus a TPH-GRO threshold level at 10 mg/kg  Geo-19 @ 10’ bgs detected TPH-DRO at 5500 mg/kg versus a TPH- DRO non-UST threshold level at 40 mg/kg Geo-22 was below both TPH-GRO and TPH-DRO threshold levels and would represent a western delineation boundary. Groundwater- A groundwater sample was collected (Geo-19 GW) and analyzed for VOCs, SVOCs, and MADEP VPH/EPH. Analytical results detected the following exceedances of NCDEQ 2L NCGSs:  Benzene detected at 29 ug/L versus a 1 ug/L 2L NCGS  Total C9-C18 Aliphatics detected at 779 ug/L versus a 700 ug/L 2L NCGS  Total C9-C22 Aromatics detected 945 ug/L versus a 200 ug/L 2L NCGS The above mentioned soil and groundwater exceedances would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24- Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. We would consider that the area of affected soil outside the concrete containment area to be approximately 20’ (L) x 20’ (W) x 10’ (D) which would include some over-excavation below the groundwater table estimated at 6’ bgs. However, we would also point out that PID readings increased with depth and we also detected relatively high TPH-GRO and TPH-DRO levels at Geo-19 @ 10’ bgs. One potential cause of the increasing impact with depth is that there are also impacted soils inside the upgradient containment dike which could not be feasibly assessed during this Phase II ESA. This would require remobilization with a Geoprobe which could be lifted over the concrete Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 5 of 42 containment dike or to build up a ramp with gravel such that a Geoprobe could drive over the concrete dike to install soil borings inside this concrete diked area. As such, this is considered a REC. AOC-5- Trash Pile of Containers at Former RAP Plant Soil- One soil sample was collected at TP-1 @ 3-4’ bgs and analyzed for TPH- GRO and TPH-DRO. Analytical results detected the following exceedances of NCDEQ TPH threshold levels:  TPH-DRO detected at 96 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg This would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24-Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. However, we would recommend a cost effective remediation alternative would be to remove several feet of impacted soil which could be disposed via land application at a licensed facility. This would also require confirmatory samples to assure that sufficient soil has been removed. As such, this is considered a REC. Groundwater- A groundwater sample was collected (TP-1 GW) and analyzed for VOCs, SVOCs, and MADEP VPH/EPH. Analytical results were ND; therefore, below all NCDEQ 2L NCGS. AOC-6- Bag Filter Area at Former RAP Plant Soil- One soil sample was collected at TP-21 @ 2-3’ bgs and analyzed for TPH- GRO, TPH-DRO, and RCRA Metals via TCLP. Analytical results detected no exceedances versus NCDEQ TPH-GRO (ND versus 10 mg/kg trigger level) and TPH-DRO (36 mg/kg versus 40 mg/kg non-UST trigger level) thresholds. There were also no exceedances of NCDEQ inorganic levels considered to be a characteristic hazardous waste. As such, this is not a REC. AOC-7- Petroleum Impacted Soil Adjacent to AST Soil- One soil sample was collected at HA-1 @1-2’ bgs and analyzed for TPH- GRO and TPH-DRO. Analytical results detected the following exceedances of NCDEQ thresholds:  TPH-DRO detected at 110 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg This would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24-Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 6 of 42 and Corrective Action for Non-UST Releases of Petroleum. However, we would recommend that a cost effective remediation alternative would be to remove several feet of impacted soil which could be disposed via land application at a licensed facility. This would also require confirmatory samples to assure that sufficient soil has been removed. As such, this is considered a REC. AOC-8- Industrial Supply Well There is an industrial supply well located west of the asphalt plant. In the past, asphalt plants used TCE and some other VOCs in asphalt testing in onsite labs which did formerly exist at the subject property. Even through the operations did not date back to when TCE was generally discontinued (e.g. early 1990s), it was felt warranted to test the industrial supply well for TCE. A sample was collected and analyzed for VOCs and was ND. This also included the other VOCs which were formerly used in asphalt testing. As such, this is not considered a REC.  We were not able to interview the former Owner, Occupant, or Key Site Personnel.  There were at least 15 petroleum ASTs (AOC-1 with some partially full), numerous other marked and unmarked totes (Antistat 1102, Motor Oil, etc.), 55-gallon drums (Spec-Chem, Moly Ultra, etc.), 5-gallon pails (mainly hydraulic oils and hydraulic fluids), and other containers in large piles at several different locations at the Subject Property. These should be drained, removed, and disposed according to local, state, and federal regulations.  All of the above mentioned visual releases would have potential reporting considerations under their General Stormwater permit if the facility has a SPCC Plan.  We would also add that many of the more incidental stains are consistent with operations of this nature. While not considered RECs, there are the following items noted:  There were numerous areas mainly around the western and southern perimeter of the Subject Property which had a variety of solid waste including concrete pipe, PVC pipe, HDPE pipe, tires, corrugated metal pipe, piles of 5-gallon plastic pails, small containers of a variety of products, metal ladders, and other miscellaneous debris. These should be removed and disposed according to local, state, and federal regulations.  The target property does have an air permit which expires on October 31, 2021. There were several NOV listings; however, the pollutant type was unreported in the NOV listing but when they were in compliance, the pollutant was listed as particulate matter. This may become a consideration if the asphalt plant becomes operational in the future; however, this is considered a non-scope item for a Phase I ESA.  The facility has a NPDES permit for stormwater discharge with no listed violations in the computer database. We would note that the petroleum discharge areas at the asphalt Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 7 of 42 plant would drain towards the two stormwater retention ponds located on the northwest side of the Subject Property which may have permit violation concerns.  The computer database lists five (5) UST that were reportedly removed on January 1, 1990 at 1516 Malmo Loop Road with the Owner being listed as Maintenance, Inc. which is apparently on the abutting property to the east. This is after promulgation of the UST regulations (40 CFR Part 280) which took effect in December 1988 requiring closure sampling. We were not provided with any closure documentation demonstrating that the soil and/or groundwater had not been impacted or where the USTs were located. Mr. Steve Whitt and Mr. Nuwan Wijesuriya representing MM conducted a telephone interview with Mr. Bruce Reed representing NCDEQ and he provided some information concerning the USTs which is contained in Appendix D. Since some of these USTs were installed in 1966, we suspect that there may have been releases from these USTs. While there would clearly be another RP, if these USTs were close to the subject property, there could be potential that a plume could impact the subject property.  There were four (4) pole transformers located near the asphalt plant and along the road on the western portion of the Subject Property which had blue dots indicating compliance with TSCA regulations for PCBs. There were no spills or odors noted, Typically, compliance and release related activities are the responsibility of the local utility and, as such, this is not considered to be a REC.  While considered a non-scope item, there was a considerable amount of pipe wrap at the facility which appears to have been constructed well after ACM pipe wrap had been discontinued (post-1980). Most the of pipe wrap appeared to be non-ACM (fiberglass); however, further determination would require additional testing according to AHERA regulations.  Although considered a non-scope item, there was some 9” floor tile in the Control Room which would have potential ACM. However, the facility was constructed well after the 1980-ACM cutoff date. Further determination would require additional testing.  There were also gaps greater than 5 years in the past aerial photography which would be considered a data gap but we would not consider this to be a REC.  ASTM E 1527-13 defines a data failure as a failure to achieve the historical research objectives of AAI even after reviewing the standard historical sources that are reasonably ascertainable and likely to be useful. Specifically, the historical research objectives include identifying all obvious uses of the property from the present back to the property’s first developed use, or back to 1940, whichever is earlier. Usage of the subject property was identified back to 1952 through past aerial photographs, at which time the subject property was undeveloped. Since we did not find historic aerial coverage from a time when the property was undeveloped and prior to 1940, we would conclude that historical research objectives have not been met; however, we would not consider this to be a REC. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 8 of 42  Although considered a non-scope item, there were some low lying areas which would have suspect wetland hydrology. Further determination whether these are jurisdictional wetlands would require additional investigation. We would also note that several of the historic aerial photographs depict a large circular depression in the central portion of the site which appears to resemble a Carolina Bay. This area is the present location of the Former RAP Plant area which is reasonably level with numerous mounds. If this was formerly a Carolina Bay and was filled in to its present elevation, the Owner could be construed to have filled in a potential jurisdictional wetland which would be considered a CORPs/NCDEQ violation. The information contained in this report has received appropriate technical review and approval. The conclusions represent professional judgments founded upon the findings of the investigations identified in the report and the interpretation of such data based on our experience and expertise according to the existing standard or care. No other warranty or limitation exists, either expressed or implied. The investigation was prepared in accordance with the scope of work provided by the client for the use and benefit of MMREI, its successor, and assignees. Neither this report, nor any information contained herein shall be used or relied upon for any purpose by any other person or entity without the express written permission of MMREI. Anyone seeking defenses to CERCLA liability must take independent action to perfect their position. Regarding the property seller and/or purchaser (choose one): X Our firm does not now have, nor has it ever had, any affiliation, nor have we ever done any work for the seller of the property to the best of our knowledge. Our firm has had either an affiliation or done work for the seller as is described in the attached sheet This is certified as true and correct to the best of my (our) knowledge. The above information (and attachments) is subject to penalty for false statements under 18 U.S.C. Section 1001. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 9 of 42 2 Introduction 2.1 Purpose This Phase I ESA for the subject property was conducted for MMMREI in general accordance with the ASTM Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process (E 1527-13). In summary, the Phase I ESA consisted of: (1) a state and federal records review of reasonably ascertainable information; (2) a visual examination (site reconnaissance) of the subject property to identify any RECs; and (3) personal interviews conducted with individuals knowledgeable about the past and present uses of the subject property. The subject property totals 26.39-acres and is located off 1520 Malmo Loop Road NE near Leland, Brunswick County, North Carolina 28451 (see Figure 1). It is our understanding the subject property is being considered for a potential purchase and MMREI corporate policy requires a Phase I ESA for environmental considerations. This report will be used to identify recognized environmental conditions (RECs), controlled RECs (CRECs), and historical RECs (HRECs) of the subject property in conjunction with the ASTM E 1527-13 Standard Practice for Environmental Site Assessments. A recognized environmental condition is defined as “the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water of the property.” This ASTM standard practice is designed to “define good commercial and customary practice in the United States of America for conducting an environmental site assessment of a parcel of commercial real estate with respect to the range of contaminants within the scope of CERCLA and petroleum products.” As such, this practice is “intended to permit a user to satisfy one of the requirements to qualify for the innocent landowner, contiguous property owner, or bona fide prospective purchaser limitations on CERCLA liability; that is, the practice that constitutes all appropriate inquiry into the previous ownership and uses of the property consistent with good commercial or customary practice” (42 U.S.C. § 9601 (35) (B)). There is a possibility that even with the proper application of these methodologies, property conditions may exist which could not be identified within the scope of the assessment or which were not reasonably identifiable from the available information. Waters Edge believes the information obtained from the historical document review and interviews concerning the site are reliable. However, Waters Edge cannot and does not warrant or guarantee the information provided by these other sources is accurate or complete. The Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 10 of 42 methodologies of this assessment are not intended to produce all-inclusive or comprehensive results, but rather to provide the client with information relating to the property. Site conditions presented in this report reflect conditions observed at the time of the site reconnaissance. 2.2 Detailed Scope of Services This Phase I ESA was structured in accordance with ASTM Standard Practice E 1527-13. The scope of work for this ESA consisted of the following:  Site reconnaissance, including visual observation of accessible portions of the subject property to identify any RECs, CRECs, and HRECs from current and past usage of the subject property or adjoining properties.  When reasonably ascertainable, interviews with various individuals knowledgeable with the current or past use of the subject property are conducted. Mr. Steve Whitt and Mr. Nuwan Wijesuriya representing MM were present during the site reconnaissance and Phase II ESA activities. The Owner was not present during the site reconnaissance or Phase II ESA activities.  Review of aerial photographs, USGS topographic maps, and published soils and geologic information pertaining to the subject property.  Review of available state and federal agency listings of sites with potential environmental concerns on or within standard ASTM radius search distances from the subject property.  Interviews with local fire department(s) regarding documented inspections, incidents, spill responses, or environmental violations at the subject property. 2.3 Significant Assumptions Any Phase I ESA must rely on accurate information provided in the interview process. We can make no corroboration concerning the accuracy of the information provided by other individuals. Any assumptions made about apparent shallow groundwater flow are based on area topography as depicted on the topographic map (see topographic map in Figure 1 and Appendix C) and described in Section 5.2.2. of this report as well as surface features observed during the site reconnaissance. Within the scope of this investigation, no subsurface data was obtained to determine the actual groundwater flow direction or hydraulic gradient beneath the subject property. Local factors, such as underground Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 11 of 42 structures, seasonal fluctuations, soil and bedrock geology, water supply wells, utility lines, and other features may influence the actual direction of groundwater flow at and near the subject property. Site-specific groundwater flow can only be ascertained through the installation of at least three groundwater wells into the given transmissive zone being evaluated. 2.4 Limitations and Exceptions Specifically excluded from this Phase I ESA and not normally included in a Phase I ESA are the following:  Phase II soil or groundwater investigations although Waters Edge subsequently conducted a limited Phase II ESA which is incorporated into this report.  Soil vapor or metal detection surveys  Geophysical surveys  Lead-based paint, radon or asbestos testing  Wetlands investigations  Threatened and endangered species surveys No environmental site assessment can wholly eliminate uncertainty regarding the potential for RECs, HRECs, or CRECs in connection with a property, but instead the performance of the ASTM Standard Practice is intended to reduce the uncertainty in connection with the subject property. This report is limited to the information available at the time the report was prepared. In the event additional information is provided to Waters Edge following the report submittal, the information will be forwarded to MMREI, in the form received, for their evaluation. There is a possibility that conditions may exist which could not be identified within the scope of the assessment, or which were not apparent during the site visit. Waters Edge's professional belief is that the information obtained from others during the record review of public information and interviews concerning the property are reliable; however, Waters Edge cannot warrant or guarantee that the information provided by others is complete or accurate. 2.5 Special Terms and Conditions None are noted. 2.6 User Reliance Unless we are informed otherwise, we assume this Phase I ESA is being used to qualify for LLP to CERCLA liability. We would also expect this Phase I ESA should include the user’s Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 12 of 42 need to understand potential environmental conditions which could materially impact the operation of the business associated with the subject parcel. This report is provided for the sole use of MMREI. Use of this report by any third parties will be at the party's sole risk, and Waters Edge disclaims any liability for any such use or reliance by third parties. 2.7 Certification, Limitations, and Statement of Independence This report has been prepared by the staff of Waters Edge for MMREI under the professional supervision of the principal and/or senior staff whose signatures appear hereon. Neither Waters Edge nor any staff member assigned to this investigation has any interest or contemplated interest, financial or otherwise, in the subject or surrounding properties, or in any entity which owns, leases, or occupies the subject or surrounding properties or which may be responsible for environmental issues identified during the course of this investigation, and has no personal bias with respect to the parties involved. The information contained in this report has received appropriate technical review and approval. The conclusions represent professional judgments founded upon the findings of the investigations identified in the report and the interpretation of such data based on our experience and expertise according to the existing standard of care. No other warranty or limitation exists, either expressed or implied. 3 Site Description A description of the subject property (structures and appurtenances, if any) and surrounding properties are provided in this section along with information regarding the current and past uses of the subject property and adjoining properties. 3.1 Location and Legal Description The Subject Property upon which this assessment was conducted has one (1) parcel totaling 26.39-acres (PIN #02200020). The property is listed as being owned by B&K Coastal, LLC. A Site Location Map, identifying the approximate location of the Subject Property, is included as Figure 2. Parcel information found on the Brunswick County GIS Internet site including information provided by MM is shown in Appendix A. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 13 of 42 3.2 Site Rendering, Map or Plan A site map of the property was developed to provide a figure for reference during the site assessment. Any distinctive features noted during the site reconnaissance have been added to the figure, included in this report as Figure 2. 3.3 Site Vicinity Characteristics The general area consists of commercial, undeveloped, and residential land. 3.4 Current Uses of the Property The present use of the subject property is for an asphalt plant and construction laydown yard. 3.5 Description of Structures, Roads and Other Improvements There are the following improvements on the land:  Asphalt Plant with Cold Feed Bins, Rotating Drum, Baghouse Pollution Control Device, Storage Silos, and Asphalt Cement Storage Tanks.  Control Tower Building with other appurtenant structures  QA/QC and Maintenance Building  Four Pole Transformers  Industrial Water Supply Well  Two (2) Stormwater Retention Ponds 3.6 Past Uses of the Property The property appears to be used as an asphalt plant from a period after 1998 to the present and then undeveloped in all other past photographs (1952, 1959, 1964, 1974, 1980, 1993, 1998, 2004, and 2014- (see Appendix B)). 3.7 Current and Past Uses of Adjoining Property The Subject Property is adjoined as follows: Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 14 of 42 Direction Occupant/Use North Andrew-Jackson Highway and then undeveloped and Undeveloped/Residential with perennial stream East B&K Coastal Maintenance Yard and Undeveloped land owned by MM and Vulcan South Undeveloped West Undeveloped 4 User Provided Information 4.1 Recorded Land Title Records We relied on historical aerial photography to identify previous uses of the Subject Property which is described in Section 5.3.1. 4.2 Environmental Liens No "reasonably ascertainable" information was identified during the records review regarding any environmental liens on the Subject Property. 4.3 Specialized Knowledge We did not have other “specialized knowledge” concerning the Subject Property. 4.4 Commonly Known or Reasonably Ascertainable Information We assume that all “commonly known or reasonably ascertainable information” has been provided by Mr. Nuwan Wijesuriya representing MM and through our research for use by Waters Edge in regards to the Subject Property. 4.5 Valuation Reductions for Environmental Issues The User must report a significantly lower purchase price that does not reasonably reflect fair market value of an uncontaminated property. We were not provided with sales agreements and therefore, are not able to comment whether the subject property appears to be discounted due to any environmental concerns. 4.6 Owner, Property Manager and Occupant Information See Section 7. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 15 of 42 4.7 Reason for Performing Phase I According to ASTM E 1527-13, either the User shall make known to the environmental professional the reason why the User wants to have the Phase I Environmental Site Assessment performed or, if the User does not identify the purpose of the Phase I Environmental Site Assessment, the environmental professional shall assume the purpose is to qualify for the Landowner Liability Protections under the Brownfields Amendments. 5 Records Review Pertinent and available listings of potential environmental concerns on or within "approximate minimum search distances (AMSD)" of the subject property were obtained and reviewed to help identify any RECs concerning the subject property. 5.1 Standard State and Federal Environmental Record Sources In accordance with the ASTM Standard Practice, the following records resources for federally and state-listed facilities were reviewed: Environmental Record Source Approximate Minimum Search Distance FEDERAL ∙ Federal National Priority List (NPL) 1 mile ∙ Proposed NPL 1 mile ∙ Federal Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) List 0.5 miles ∙ CERCLIS No Further Remedial Action Planed (CERCLIS-NFRAP) 0.50 miles ∙ RCRA COR ACTS 1 mile ∙ Federal Resource Conservation and Recovery Act (RCRA) Treatment, Storage and Disposal Facility List 0.5 mile (1.0 mile for corrective action sites) ∙ Federal RCRA Generators List-large (LG) and small (SG) generators 0.25 mile ∙ Federal Emergency Response Notification System (ERNS) List Property Only (0.05 mile) STATE ∙ State Hazardous Substance Disposal Sites (HSDS) 1 mile ∙ State Solid Waste Facilities/Landfill Sites List (SWF/LF) 0.5 miles ∙ State Leaking Underground Storage Tank List (LUST) 0.5 miles ∙ State Registered Underground Storage Tanks (UST) List 0.25 miles ∙ Tribal 1 mile ∙ Brownfields and Voluntary Cleanup Programs 0.5 miles Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 16 of 42 A federal and state regulatory agency listing research report was prepared for Waters Edge by Geosearch (see Appendix C). The following sections describe the ASTM-required data contained in the Geosearch report. 5.1.1 Federal National Priorities List The Federal NPL or Superfund Sites Listing is the EPA database of uncontrolled or abandoned hazardous waste sites identified for priority remedial actions under the Superfund Program. The database search indicated no NPL Sites listed within a 1-mile radius of the subject property. 5.1.2 Federal CERCLIS List The Federal CERCLIS List is a compilation of sites the EPA has investigated or is currently investigating for a release or threatened release of hazardous substances. The database search indicated no CERCLIS sites are listed within a 0.5-mile radius of the subject property. 5.1.3 Federal CERCLIS NFRAP List The Federal CERCLIS “No Further Remedial Action Planned” (NFRAP) is a list of sites where, following an initial investigation, no contamination was found, contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination was not serious enough to require Federal Superfund action of NPL consideration. The database search indicated no CERCLIS NFRAP facilities identified within a 0.50-mile radius of the subject property. 5.1.4 RCRA COR ACTS RCRA COR ACTS identifies hazardous waste handlers with RCRA corrective action activity. The database search indicated no RCRA COR ACTS sites listed within a 1.0-mile radius of the subject property. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 17 of 42 5.1.5 Federal RCRA TSD and RCRA Generator List The EPA's RCRA Program identifies and tracks hazardous wastes from the point of generation to the point of disposal (i.e., cradle-to-grave). The Federal RCRA Facilities database (RCRIS) is an EPA compilation of facilities that report generation, storage, transportation, treatment or disposal of hazardous waste. No RCRA Treatment, Storage or Disposal facility or LQG was identified within a 0.5-mile radius of the subject property. There were no SQGs located within 0.25-miles of the subject property. This appears to be unusual in that the abutting property to the east is a maintenance facility and has no listing as a SQG or CESQG. 5.1.6 Federal ERNS List The Federal ERNS List is a national computer database that stores information on the sudden and/or accidental release(s) of hazardous substances, including petroleum constituents, into the environment. The database contains information from spill reports to the federal authorities including the EPA, the U.S. Coast Guard, the National Response Center, and the Department of Transportation. There were no ERNS sites within 0.25- miles of the subject property. 5.1.7 State HSDS and IHS The NCDEQ maintains a listing of uncontrolled, inactive or abandoned hazardous waste sites that are potentially contaminated or confirmed to be contaminated. This is the State’s equivalent to CERCLIS (HSDS and IHS). There was one HSDS listing and one IHS listing within a 1-mile radius of the subject property. Both were for the same listing (National Starch & Chemical Company); however, it is not in close enough proximity (0.67-miles SE) to be considered a REC. 5.1.8 State Solid Waste Facilities/Landfill (SWF/LF) Sites The NCDEQ SWF/LF list is a comprehensive listing of all permitted solid waste disposal facilities or landfills operating within the State of North Carolina. There were no SWFs within a 0.5-mile radius of the subject property. 5.1.9 State Registered and Leaking Underground Storage Tank List The NCDEQ maintains a list of registered USTs and release incidents involving LUSTs within the state. There was one registered UST/AST site listed within 0.25 miles of the subject property at 1516 Malmo Loop Road for Maintenance, Inc. which is apparently on the abutting property to the east. The computer database lists five (5) UST that were Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 18 of 42 reportedly removed on January 1, 1990 on the abutting property to the east which were as follows:  UST-1- 6,000-gallon gas  UST-2- 4,000-gallon gas  UST-3- 1000-gallon gas  UST-4- 1,000-gallon diesel  UST-5- 550-gallon kerosene This is after promulgation of the UST regulations (40 CFR Part 280) which took effect in December 1988 requiring closure sampling. We were not provided with any closure documentation demonstrating that the soil and/or groundwater had not been impacted. We also had no site representative to identify where the USTs were located and how close they may be to the Subject Property. Mr. Steve Whitt and Mr. Nuwan Wijesuriya representing MM conducted a telephone interview with Mr. Bruce Reed representing NCDEQ and he provided some information concerning the USTs which is contained in Appendix D. Since some of these USTs were installed in 1966, we suspect that there may have been releases from these USTs during closure. While there would clearly be another RP, if these USTs were close to the subject property, there could be potential that a groundwater plume could impact the subject property. 5.1.10 Tribal Land There were no tribal or Indian Sites, Tribal SWL, Tribal LUSTs/USTs, Tribal Inactive Sites Environmental/Institutional Control sites within applicable ASTM distances of the subject property. 5.1.11 Brownfields and Voluntary Cleanup Program (VCP) Sites There were no Brownfields sites and no VCP sites within 0.5 miles of the subject property. 5.1.12 Local Agencies Information Waters Edge attempted to contact the Leland Fire and Rescue (1004 Village Rd NE, Leland, NC 28451-Phone: (910) 371-2727) regarding any emergency responses or fires for the property and surrounding area. No return call has been received. If we do receive information in the future, it will be forwarded by means of an addendum correspondence. 5.1.13 Other Listings This abutting property to the east also has a NPDES, FRS, and PCS with no violations listed. With no violations, we would not consider this to be a REC. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 19 of 42 5.2 Physical Setting Source(s) In accordance with the ASTM Standard Practice, mandatory and discretionary standard physical setting sources were reviewed for this ESA. The following sections provide the results of these reviews. 5.2.1 United States Geological Survey (USGS) Topographic Maps According to the United States Geological Survey (USGS) 7.5-minute series topographic quadrangle for the site (see Figure 1), the subject property is located at an elevation of approximately 66 feet above MSL sloping to the south and east towards unnamed tributaries discharging to Hood Branch on most of the site while sloping to the west on the western side of the site towards Cowpen Branch. 5.2.2 Surface Geology  SOILS According to the Web Soil Survey (United States Department of Agriculture, Soil Conservation Service), the subject property is underlain by Kureb fine sand (KrB- 1-8% slope) and Mandarin fine sand (Mn).  GEOLOGY According to the Geological Map of North Carolina found on the Internet, the geology in the area of the subject property lies in the Coastal Plan Physiographic Region and is underlain by the Yorktown Formation which is a fossiliferous sand and clay. No bedrock outcrops were noted during the site reconnaissance.  HYDROGEOLOGY In general, shallow unconfined groundwater movement within the overlying soils is controlled largely by topographic gradients. Recharge occurs primarily by infiltration along higher elevations and typically discharges into streams or other surface water bodies. The elevation of the shallow water table is transient and can vary with seasonal fluctuations in precipitation. Movement in this water table is generally from higher to lower topographic elevations. As such, shallow groundwater would be expected to flow to the south and east towards unnamed tributaries discharging to Hood Branch on most of the site while sloping to the west on the western side of the site towards Cowpen Branch. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 20 of 42 5.3 Historical Use Information Standard historical sources (i.e., aerial photographs, Fire Insurance Maps, property tax files, recorded land title records, topographic maps, zoning/land use records, etc.) are typically utilized to determine information in regards to the historical use of the subject property. The following sections provide the "reasonably ascertainable" information obtained from a historical information search on the subject property. The following standard historical sources were researched for completion of this report: Record Dates Source/Comments Historical Aerial Photographs 1952, 1959, 1964, 1974, 1980, 1993, 1998, 2004, and 2014- (see Appendix B)) Geosearch Sanborn Fire Insurance Maps No Coverage Geosearch Property Tax Files Property Cards Current Brunswick County GIS Recorded Land Title Records N/A N/A USGS 7.5 Minute Topographic Map No date provided Trails.com 5.3.1 Historical Use of Subject Property The following uses/occupants of the subject property were identified from the historical review, interviews, and/or other information obtained within the scope of this investigation: Past Use of Subject Property Year From Year To Undeveloped with a cleared area along Andrew-Jackson Highway from 1960s through 1998. 1952* 1993 The asphalt plant is visible in the 1998 photograph with large areas of sparse vegetation and obvious disturbance in the 2004 photograph. This demonstrates some revegetation in the 2014 photograph. We would also note that several of the historic aerial photographs depict a large circular depression in the central portion of the site which appears to resemble a Carolina Bay. This area is the present location of the Former RAP Plant area which is now reasonably level with numerous mounds. If this was formerly a Carolina Bay and was filled in to its present elevation, the Owner could be construed to have 1998 2014 Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 21 of 42 Past Use of Subject Property Year From Year To filled in a potential jurisdictional wetland which would be considered a CORPs/NCDEQ violation. *- Based on past aerial photography, information found on Brunswick County GIS Website. 5.3.2 Historical Use of Adjoining Properties The following uses/occupants of the adjoining properties were identified to the extent that the information was revealed in the course of researching the subject property itself. Use of Property (north of subject property) Year From Year To Andrew-Jackson Highway and then undeveloped 1952* 2014 Use of Property (south of subject property) Year From Year To Undeveloped but large area of sparse vegetation in the 2004 photograph 1952* Present Use of Property (east of subject property) Year From Year To Undeveloped 1952* 1959 Structure present where B&K Coastal Maintenance facility is presently. Remainder of area undeveloped. MM Leland Yard is visible in the 2014 photograph 1964 2014 Use of Property (west of subject property) Year From Year To Undeveloped 1952* Present *- Based on past aerial photography and information found on Brunswick County GIS. 5.4 Data Failure ASTM E 1527-13 defines a data failure as a failure to achieve the historical research objectives of AAI even after reviewing the standard historical sources that are reasonably ascertainable and likely to be useful. Specifically, the historical research objectives include identifying all obvious uses of the property from the present, back to the property’s first developed use, or back to 1940, whichever is earlier. Usage of the subject property was identified back to 1952 through past aerial photographs, at which time the subject property was undeveloped. Since we did not find historic aerial Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 22 of 42 coverage from a time when the property was undeveloped and prior to 1940, we would conclude that historical research objectives have not been met; however, we would not consider this to be a REC. 5.5 Data Gaps ASTM E 1527-13 defines a data gap as a lack of or an inability to obtain information required by this practice despite good faith efforts by the environmental professional to gather such information. Data gaps may result from incompleteness in any of the activities required by this practice, including, but not limited to, site reconnaissance, interviews, data failure, or lack of a User Questionnaire. We were able to obtain a User Questionnaire from Mr. Nuwan Wijesuriya which is contained in Appendix E; therefore, this is not considered a data gap. However, there were data gaps greater than 5 years in the historical aerial photography which is considered a data gap but is not considered a REC. 5.6 Prior Environmental Reports There were no prior environmental reports for the Subject Property. 6 Information from Site Reconnaissance and Interviews Mr. Phillip Rahn, a senior project manager, conducted the site reconnaissance of the subject property on May 5, 2016. The site reconnaissance consisted of a systematic site walkover to provide an overall visual observation of the property. Wherever possible, photographs were taken and notes were made to document potential or actual RECs at the Subject Property during the site visit. The off-site reconnaissance was limited to areas immediately adjacent to the Subject Property and readily accessible for visual observation. Photographs depicting general conditions observed during the site reconnaissance are included in Appendix F. The site visit included a visual assessment of potential sources which could have environmental impact to the conditions of the surface or subsurface of the Subject Property and/or adjoining properties including: the presence of any drums or containers; waste disposal activities and procedures; identification of PCB-containing materials; identification and description of any stained surfaces (soils, concrete or floor coverings) on the Subject Property; and evidence of pooled liquids, pits or ponds. 6.1 Physical Setting and Site Description The latitude and longitude of the Property are 34.264 N and 78.102 W, respectively. The Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 23 of 42 subject property is located at an elevation at approximately 66 feet above MSL sloping to the south and east towards unnamed tributaries discharging to Hood Branch on most of the site while sloping to the west on the western side of the site towards Cowpen Branch. 6.2 Hazardous Substances or Petroleum Product Storage or Disposal There is the following noted: 1. AOC-1- Inactive AST Tankfarm- This is a former AST Tankfarm with thirteen (13) ASTs present along the southern portion of the subject property. Most of these were empty; however, several had openings that allowed rainwater to accumulate in the tank. Several had petroleum odors. 2. AOC-2- Liquid Tar Plastic Tote Release Area There is a 300-gallon plastic tote with what appears to be liquid tar which has ruptured and spilled onto the ground impacting an area of approximately 15’(L) x 10’(W) x 0.2’ (D). 3. AOC-3- Air Compressor Shed Oily Discharge Area There is an air compressor shed immediately west of the QA/QC Lab and Maintenance Building. There are two air compressors in the shed which has a rubber pipe that is discharging blowdown water which has a petroleum odor (both the liquid and soil at the discharge point). 4. AOC-4- Asphalt Plant Area There is an existing Asphalt Plant with Cold Feed Bins, Rotating Drum, Baghouse Pollution Control Device, Storage Silos and Asphalt Cement Storage Tanks. The asphalt plant is fired with either natural gas or heavier fuel oils. Although the asphalt plant has a concrete containment dike, there was visual staining noted along the western containment wall which appeared to be from a discharge hose lying next to the stained soil. It appeared that the hose was used to discharge rainwater that accumulated inside of the containment dike. There was also a trailer that had two containers of release agent. Based on past experience at similar sites, it is our understanding that prior to using this release agent, many plants also used diesel fuel in the truck beds before loading the asphalt. 5. AOC-5- Former RAP Plant and Trash Pile of Containers There was a former RAP Plant that operated in the central portion of the subject property that was no longer present during the most recent site reconnaissance. In this area, there were numerous anomalous mounds of material, some of which appeared to be RAP but it was very difficult to discern since the vegetation had grown over many of the mounds making it impossible to determine whether there was any deleterious material. There was also a large pile of 1-gallong containers which were labeled Hydraulic Oil and Hydraulic Fluid in the central portion of this area. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 24 of 42 6. AOC-6- Bag Filter Area at Former RAP Plant The Former RAP Plant also had mounds of bag filters which are typically used as an air pollution control device. These were evident in one of the mounds in the central portion of the subject property. 7. AOC-7- Petroleum Impacted Soil Adjacent to ASTs, Totes, and Drums There was one petroleum AST located southeast of the asphalt plant which had an obvious discharge on the ground adjacent to this AST. There were also several other ASTs, numerous other marked and unmarked totes (Antistat 1102, Motor Oil, etc.), 55-gallon drums (Spec-Chem, Moly Ultra, etc.), 1 and 5-gallon pails (mainly hydraulic oils and hydraulic fluids which was previously mentioned as part of AOC-5), and other containers in large piles at several different locations at the Subject Property. 8. AOC-8- Industrial Supply Well There is an industrial supply well located west of the asphalt plant. In the past, asphalt plants formerly used TCE and some other VOCs in asphalt testing in onsite labs which did exist at the subject property. Even through the operations did not date back to when TCE was generally discontinued (e.g. early 1990s), this was still considered an AOC. These locations are shown on Figure 3. It was recommended that a Phase II ESA was warranted to further assess these AOCs which is described in Section 8. There were also a variety of lubricants and maintenance supplies located in the basement of the QA/QC and Maintenance Building. All were in properly marked containers with no spills or staining. As such, this is not considered a REC. 6.3 Hazardous and/or Unidentified Substance Drum or Containers See Section 6.2. 6.4 Aboveground/Underground Storage Tanks See Section 6.2 for the ASTs noted. There were no USTs noted on the subject property. 6.5 PCB Storage or Disposal There were four (4) pole transformers located near the asphalt plant and along the road on the western portion of the Subject Property which had blue dots indicating compliance with TSCA regulations for PCBs. There were no spills or odors noted, Typically, compliance and release related activities are the responsibility of the local utility and, as such, this is not considered to be a REC. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 25 of 42 6.6 Solid Waste Storage or Disposal There were numerous areas mainly around the western and southern perimeter of the Subject Property which had a variety of solid waste including concrete pipe, PVC pipe, HDPE pipe, tires, corrugated metal pipe, piles of 5-gallon plastic pails, small containers of a variety of products, metal ladders, and other miscellaneous debris. 6.7 Air Stacks or Vents There were air stacks and vents associated with the asphalt plant including the air pollution control equipment. The petroleum ASTs also had vents. 6.8 Wastewater Discharge, Pits, Ponds or Lagoons There were two (2) Stormwater Retention Ponds on the northwestern property boundary. There is also a septic system which was potentially for onsite domestic waste. No other pits, ponds, or lagoons were noted. 6.9 Water Wells The subject property has an industrial water supply well which was discussed as an AOC in Section 6.2. We did conduct further sampling which is discussed in Section 8. 6.10 Odors Strong, pungent, or noxious odors were not detected during the site reconnaissance. In addition, such odors were not identified from interviews or the records review. 6.11 Heating/Cooling The Control Room and QA/QC and Maintenance Building were shut down and we were not able to interview the Owner; therefore, the heating and cooling systems are unknown. 6.12 Stains or Corrosion There was petroleum staining noted outside the western concrete containment dike at the asphalt plant, in the Former RAP Plant Area, at the Liquid Tar Plastic Tote Release Area, and adjacent to the petroleum AST which is southeast of the asphalt plant. These were further investigated which is discussed in Section 8. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 26 of 42 6.13 Drains or Sumps No drains or sumps were noted. 6.14 Stained Soil or Pavement See Section 6.12. 6.15 Stressed Vegetation See Section 6.12. 6.16 Indications of Burial Activities The numerous anomalous mounds in the Former RAP Plant Area may considered indications of burial activities. These were further investigated which is discussed in Section 8. 6.17 Vapor Migration A non-invasive “Tier I” vapor migration evaluation of the subject site was performed. Waters Edge reviewed the regulated facilities located within the ASTM standard search distances from the subject site and the potential for volatile vapors that may be associated with these incidents to migrate onto the Subject Property. Our review of suspect contaminated sites in the area of concern would potentially indicate one off-site facility with suspected contamination with volatile/semi-volatile hazardous substances which could potentially result in the migration of vapors onto the Subject Property. This would be for the UST listing and closure of five (5) USTs on the abutting site to the east even though this is only for a UST listing and not a LUST listing. Without confirmation of any closure sampling or location of the offsite USTs, this would still be considered an open item. Also, there was an onsite Phase II ESA investigation which detected several soil TPH and VOCs results above soil MSCCs or TPH thresholds. While this would have potential to be a vapor migration issue, there are no NCDEQ DWM Vapor Intrusion thresholds to compare with these soil results. There were two AOCs at the subject property with groundwater impact above NCDEQ 2L NCGS. AOC-1- Inactive AST Tankfarm detected naphthalene at 19 ug/L and AOC-4- Petroleum Impacted Area West of Asphalt Plant detected benzene at 29 ug/L. Both of these VOCs are below the NCDEQ DWM Non- Residential Vapor Intrusion Screening Concentrations in groundwater (benzene screening level at 69 ug/L and naphthalene at 146 ug/L). Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 27 of 42 This review was conducted in general accordance with guidelines established in ASTM E 2600-10 and subject to any limitations associated with this process. The following table summarizes any sites of concern regarding vapor migration conditions with respect to the Subject Property. Number of Identified Upgradient Sources Number of Identified Downgradient Sources Number of Identified Crossgradient Sources Search Distance Chemicals of Concern (1/3 of a Mile) Petroleum (1/10 of a mile) Chemicals of Concern (100 Feet) Petroleum (100 Feet) Chemicals of Concern (365 Feet) Petroleum (165 Feet) LUST 0 0 0 0 0 0 VCP 0 0 0 0 0 0 Brownfields 0 0 0 0 0 0 SHWS 0 0 0 0 0 0 SWF 0 0 0 0 0 0 NPL 0 0 0 0 0 0 CERCLIS 0 0 0 0 0 0 RCRA CORRACTS 0 0 0 0 0 0 RCRA TSD 0 0 0 0 0 0 Other 0 0 0 0 0 1 6.18 Other Areas of Concern No other areas of concern are noted. 6.19 Non-Scope Considerations ASTM Standard Practice E 1527-13 does not typically include the identification of ACM, LBP/lead, wetlands, radon, or mold within its scope of work when identifying environmental conditions associated with commercial property. However, limited preliminary reviews were conducted for each issue as follows:  ASBESTOS-CONTAINING MATERIALS (ACMS) OSHA For buildings constructed prior to 1981, the Code of Federal Regulations (29 CFR 1926.1101 and 29 CFR 1910.1001) define presumed PACM as the following: 1. TSI, e.g., boiler insulation, pipe lagging, fireproofing; and 2. Surfacing Materials, e.g., acoustical ceilings. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 28 of 42 Building owners/employers are responsible for locating the presence and quantity of PACM. Building Owners/employers can rebut installed material as PACM by either having an inspection in accordance with AHERA (40 CFR Part 763, Subpart E) or hiring an accredited inspector to take bulk samples of the suspect material. Typical materials not covered by the presumptive rule include but are not limited to: floor tiles and adhesives, wallboard systems, siding and roofing. Building materials such as wallboard systems may contain asbestos but unless a building owner/employer has specific knowledge or should have known through the exercise of due diligence that these other materials contain asbestos, the standard does not compel the building owner to sample these materials. NESHAP The applicability of the EPA’s National Emission Standards for Hazardous Air Pollutants (NESHAP, 40 CFR Chapter 61, Subpart M) apply to the owner or operator of a facility where an inspection for the presence of ACM, including Category I (asbestos containing packings, gaskets, resilient floor coverings and asphalt roofing products), and Category II (all remaining types of non-friable asbestos containing material not included in Category I that when dry, cannot be crumbled, pulverized or reduced to powder by hand pressure). Removal of non- friable ACM must occur prior to the commencement of demolition or renovation activities. NESHAP defines ACM as any material or product that contains greater than 1% asbestos. It should be noted that the NESHAP regulation applies to all facilities regardless of construction date, including: 1. Any institutional, commercial, public, industrial, or residential structure, installation, or building; 2. Any ship; and 3. Any active or inactive waste disposal site. This requirement is typically enforced by the EPA or by local air pollution control/air quality management districts. The information below is for general informational purposes only and does not constitute an asbestos survey. In addition, the information is not intended to comply with federal, state or local regulations in regards to ACM. There is a considerable amount of pipe wrap noted at the asphalt plant and 9” floor tile in the Control Tower but the construction date of the asphalt plant is well after the 1980-ACM cutoff date. Further determination would require additional sampling according to AHERA regulations. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 29 of 42  LEAD-BASED PAINT LBP is defined as any paint, varnish, stain, or other applied coating that has ≥1 mg/cm2 (5,000 μg/g or 5,000 ppm) or more of lead by federal guidelines; state and local definitions may differ from the federal definitions in amounts ranging from 0.5 mg/cm2 to 2.0 mg/cm2. Section 1017 of the HUD Guidelines, Residential Lead-Based Paint Hazard Reduction Act of 1992, otherwise known as “Title X”, defines a LBP hazard is “any condition that causes exposure to lead that would result in adverse human health effects” resulting from lead-contaminated dust, bare, lead-contaminated soil, and/or lead-contaminated paint that is deteriorated or present on accessible, friction, or impact surfaces. Therefore, under Title X, intact lead-based paint on most walls and ceilings would not be considered a “hazard”, although the paint should be maintained and its condition monitored to ensure that it does not deteriorate and become a hazard. Additionally, Section 1018 of this law directed HUD and EPA to require the disclosure of known information on lead- based paint and lead-based paint hazards before the sale or lease of most housing built before 1978. Most private housing, public housing, federally owned or subsidized housing are affected by this rule. LCP is defined as any paint with any detectable amount of lead present in it. It is important to note that LCP may create a lead hazard when being removed. The condition of these materials must be monitored when they are being disturbed. In the event LCP is subject to abrading, sanding, torching and/or cutting during demolition or renovation activities, there may be regulatory issues that must be addressed. The information below is for general informational purposes only and does not constitute a lead hazard evaluation. In addition, the information is not intended to comply with federal, state or local regulations in regards to lead-containing paints. In buildings constructed after 1978, it is unlikely that LBP is present. Structures built prior to 1978 and especially prior to the 1960’s should be expected to contain LBP. The asphalt plant was constructed well after the 1978 LBP cutoff date and we would consider the potential for LBP to be low. No further investigation is felt to be warranted.  WETLANDS Although considered a non-scope item, there were some low lying areas which would have suspect wetland hydrology. Further determination whether these are jurisdictional wetlands would require additional investigation. We also noted that Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 30 of 42 several of the historic aerial photographs depict a large circular depression in the central portion of the site which appears to resemble a Carolina Bay. This area is the present location of the Former RAP Plant area which is reasonably level with numerous mounds. If this was formerly a Carolina Bay and was filled in to its present elevation, the Owner could be construed to have filled in a potential jurisdictional wetland which would be considered a CORPs/NCDEQ violation. Further determination would require additional investigation.  LEAD-IN-DRINKING WATER There was a drilled non-potable supply well at the subject property. We were not able to interview the Owner to determine if there is another source of drinking water.  RADON According to the EPA radon mapping for Brunswick County, North Carolina (www.epa.gov/iaq/radon), the potential radon concentration at the Subject Property is Zone 3 with a concentration range greater less than 2 picoCuries per liter (pCi/l). This concentration is less than the Federal Action Level of 4 pCi/l. As such, this is not considered a REC.  MOLD No mold was noted on the Subject Property.  COMPLIANCE All of the previously mentioned visual releases which were corroborated by the sampling results described in Section 8 would have potential reporting considerations under their General Stormwater permit and if the facility has a SPCC Plan. Note that compliance issues/audits are beyond the scope of this assessment and are only addressed when an issue is observed or reported that would indicate conditions likely indicative of recognized environmental conditions in connection with the Subject Property. 7 Interviews and Questionnaire In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2001 (the “Brownfields Amendments”), the user should provide the following types of information (if available) to the environmental professional. Failure to provide this information could result in a determination that “all appropriate inquiry” is not complete. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 31 of 42 7.1 Interview with Owner We were not able to interview the Owner. 7.2 Interview with Key Site Manager We were not able to interview a key site manager. 7.3 Interview with Occupants We were not able to interview an Occupant. 7.4 Interviews with Past Owners, Operators, or Occupants No further interviews were conducted with past Owners, Operators or Occupants. 7.5 Interviews with Neighboring or Nearby Property Owners or Occupants According to ASTM E 1527-13, if the Subject Property is abandoned and there is evidence of potential unauthorized uses of the abandoned property or evidence of uncontrolled access to the abandoned property, an interview with one or more owners or occupants of neighboring or nearby properties must be conducted. The property is currently unoccupied; however, it is felt that any interviews with neighboring or nearby property owners or occupants would not reveal anything significant. 7.6 Interviews with Others Other interviews were not conducted as part of this assessment. 8 Phase II ESA Based on the visual evidence of potential releases of oils and hazardous substances noted during the Phase I ESA and in the previously mentioned AOCs described in Section 6.2, Waters Edge recommended that a Phase II ESA be conducted for the Subject Property. On May 5, 2016, we sampled the industrial supply well during the Phase I ESA. On May 24, 2016, Waters Edge remobilized with a Geoprobe and Mini-excavator and installed twenty- three (23) Geoprobes, Twenty-eight (28), and one hand auger boring as part of an additional limited Phase II ESA for the AOCs described below. Figures of the individual AOCs are shown in Figures 3-7. SOPs are contained in Appendix G. Soil boring logs are Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 32 of 42 contained in Appendix H. Laboratory results are summarized in Table 1 (Soil), Table 2 (Groundwater), and documented in Appendix I. 8.1 AOC-1- Inactive AST Tankfarm 8.1.1 Soil Eleven (11) Geoprobe soil borings were conducted at this AOC (Geo-1 to Geo-11-see Figure 6). Based on field PID readings, one soil sample (Geo-3 @3-4’ bgs) was collected adjacent to a former gasoline dispenser pump and AST and was analyzed for TPH-GRO and TPH-DRO per NCDEQ UST Closure Guidance. Analytical results detected no exceedances versus NCDEQ TPH-GRO (ND versus 10 mg/kg trigger level) and TPH-DRO (22 mg/kg versus 40 mg/kg non-UST trigger level) thresholds. 8.1.2 Groundwater One groundwater sample (Geo-3 GW-see Figure 6) was collected and analyzed for VOCs and MADEP VPH per NCDEQ Guidance. Analytical results detected the following exceedances of NCDEQ 2L NCGSs:  Naphthalene detected at 19 ug/L versus a 6 ug/L 2L NCGS  Total C9-C22 Aromatics detected at 280 ug/L versus a 200 ug/L 2L NCGS 8.2 AOC-2- Liquid Tar Plastic Tote Release Area 8.2.1 Soil Five (5) Geoprobe soil borings were conducted at this AOC (Geo-12 to Geo-16-see Figure 7). Based on field PID readings, one soil sample (Geo-12 @1-2’ bgs) was collected adjacent to the Liquid Tar Free Product layer and analyzed for TPH-GRO and TPH-DRO per NCDEQ Guidance. Analytical results detected the following exceedances of NCDEQ thresholds:  TPH-DRO detected 68 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg. 8.3 AOC-3- Air Compressor Shed Oily Discharge Area 8.3.1 Soil One Geoprobe was conducted at this AOC (Geo-17- see Figure 5). Based on PID readings, one soil sample (Geo-17 @1-2’ bgs) was collected and analyzed for TPH-GRO and TPH- Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 33 of 42 DRO per NCDEQ Guidance. Analytical results detected the following exceedances of NCDEQ TPH threshold levels:  TPH-DRO detected 170 mg/kg versus a TPH-DRO non-UST threshold level at 40 mg/kg 8.4 AOC-4- Petroleum Impacted Area West of Asphalt Plant 8.4.1 Soil Five (5) Geoprobe soil borings were conducted in the area surrounding the concrete dike at the asphalt plant which included the visually stained area along the western dike wall (Geo-18 to Geo-22-see Figure 5). One additional boring (Geo-23-see Figure 5) was conducted adjacent to the release agent containers. Based on field PID readings, two soil samples were collected at Geo-19. The first sample was collected at Geo-19 @ 3-4’ bgs which represented a “hot spot” source-area soil. Based on the elevated PID readings, a recommendation was made to use risk-based analysis (e.g. constituent-based versus TPH) since the TPH results would almost certainly be elevated above NCDEQ thresholds. Therefore, this first “hot spot” sample was analyzed for VOCs, SVOCs, and MADEP VPH/EPH. A second sample was also collected at this location at Geo-19 @ 10’bgs which is at a depth below the groundwater table estimated at 6’ bgs. Waters Edge does not typically collect soil samples below the groundwater table in that it is difficult to differentiate what media is actually being analyzed. We chose to analyze a deeper sample at this location in that the field PID readings increased significantly with depth and we wanted corroboration to potentially prove that there may actually be free product which exists on top of the groundwater. Based upon the elevated PID readings at Geo-19, we analyzed a third sample from Geo-22 which was considered a western delineation boring (e.g. west and downgradient of GP-19). Both GP-19 @ 10’ bgs and GP-22 @ 3-4’ bgs were analyzed for TPH-GRO and TPH-DRO. Analytical results from all borings detected the following exceedances of NCDEQ RBCs or thresholds:  Geo-19 @ 3-4’ bgs detected 4-Isopropyltoluene at 0.39 mg/kg versus a 0.12 mg/kg soil to groundwater MSCC  Geo-19 @ 3-4’ bgs detected Naphthalene at 1.4 mg/kg (8260)/0.45 mg/kg (8270) versus a 0.16 mg/kg soil to groundwater MSCC.  Geo-19 @ 3-4’ bgs detected 1-Methylnaphthalene at 2.5 mg/kg versus a 0.4 mg/kg soil to groundwater MSCC  Geo-19 @ 3-4’ bgs detected 2-Methylnaphthalene at 3.5 mg/kg versus a 0.004 mg/kg soil to groundwater MSCC  Geo-19 @ 3-4’ bgs detected Total C9-C22 Aromatics at 994.2 mg/kg versus a 31 mg/kg soil to groundwater MSCC  Geo-19 @ 10’ bgs detected TPH-GRO at 120 mg/kg versus a TPH-GRO threshold level at 10 mg/kg Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 34 of 42  Geo-19 @ 10’ bgs detected TPH-DRO at 5500 mg/kg versus a TPH- DRO non-UST threshold level at 40 mg/kg Geo-22 was below both TPH-GRO and TPH-DRO threshold levels and would represent a western delineation boundary. 8.4.2 Groundwater One groundwater sample was collected at Geo-19 (Geo-19 GW-see Figure 5) and analyzed for VOCs, SVOCs, and MADEP VPH/EPH per NCDEQ Guidance. Analytical results detected the following exceedances of NCDEQ 2L NCGSs:  Benzene detected at 29 ug/L versus a 1 ug/L 2L NCGS  Total C9-C18 Aliphatics detected at 779 ug/L versus a 700 ug/L 2L NCGS  Total C9-C22 Aromatics detected 945 ug/L versus a 200 ug/L 2L NCGS 8.5 AOC-5 Former RAP Plant/Trash Pile of Containers 8.5.1 Soil Twenty-eight (28) test pits were installed in the Former RAP Plant Area (see Figure 4). Based on field readings and field indications of impacted soil, most of the test pits encountered benign conditions with the exception of two areas (see photographs in Appendix F). The first area was at the trash pile of plastic containers labeled Hydraulic Oil and Hydraulic Fluid (TP-1- see Figure 4). Based on PID readings, one soil sample was collected at TP-1 @ 3-4’ bgs and analyzed for TPH-GRO and TPH-DRO per NCDEQ Guidance. Analytical results detected the following exceedances of NCDEQ TPH threshold levels:  TPH-DRO detected at 96 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg The second area was where we encountered bag filters and is discussed as AOC-6 in Section 8.6. 8.5.2 Groundwater One groundwater sample was collected at TP-1 (TP-1 GW-see Figure 4) and analyzed for VOCs, SVOCs, and MADEP VPH/EPH. Analytical results were ND; therefore, below all NCDEQ 2L NCGS. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 35 of 42 8.6 AOC-6- Bag Filter Area at Former RAP Plant 8.6.1 Soil Based on visual indications of impacted media, a second soil sample was collected in the Former RAP Plant Area at TP-21 @ 2-3’ bgs (see Figure 4) where we discovered a large pile of old baghouse filters which were potentially used for air pollution control at the asphalt plant. This was considered as a separate AOC (e.g. AOC-6). This sample was analyzed for TPH-GRO, TPH-DRO, and RCRA Metals via TCLP (for future waste disposal considerations). Analytical results detected no exceedances versus NCDEQ TPH- GRO (ND versus 10 mg/kg trigger level) and TPH-DRO (36 mg/kg versus 40 mg/kg non- UST trigger level) thresholds. Inorganic analytical results were below NCDEQ thresholds considered to be a characteristic hazardous waste (40 CFR Part 261.24- Table 1). As such, this is not a REC. 8.7 AOC-7- Petroleum Impacted Soil Adjacent to AST 8.7.1 Soil One hand auger boring was advanced adjacent to a petroleum AST located southeast of the asphalt plant (see Figure 5). Based on the PID readings, one soil sample was collected at HA-1 @1-2’ bgs and analyzed for TPH-GRO and TPH-DRO per NCDEQ Guidance. Analytical results detected the following exceedances of NCDEQ thresholds:  TPH-DRO detected at 110 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg 8.8 AOC-8- Industrial Supply Well There is an industrial supply well located west of the asphalt plant. In the past, asphalt plants used TCE and some other VOCs in asphalt testing in onsite labs which did formerly exist at the subject property. Even through the operations at that location did not date back to when TCE was generally discontinued (e.g. early 1990s), it was felt warranted to test the industrial supply well for TCE. On May 5, 2016, during the Phase I ESA, a sample was collected and analyzed for VOCs and was ND. This also included the other VOCs which were formerly used in asphalt testing. As such, this is not considered a REC. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 36 of 42 9 Findings, Opinions, Conclusions and Recommendations Waters Edge has performed a Phase I and Limited Phase II ESA on the Subject Property in conformance with the scope and limitations of ASTM Standard Practice E 1527-13. There are the following RECs or AOCs noted:  Based on the visual evidence of potential releases of oils and hazardous substances noted during the Phase I ESA, Waters Edge recommended that a Phase II ESA be conducted for the Subject Property. Twenty-three (23) Geoprobes, Twenty-eight (28) test pits, and one hand auger boring were emplaced during the Phase II ESA. Based on the PID readings and visual indications of environmental impact, there were eight (8) AOCs identified that had either soil and/or groundwater samples analyzed to corroborate potential impacted media as follows: AOC-1- Inactive AST Tankfarm Soil- One soil sample (Geo-3 @3-4’ bgs) was collected adjacent to a former gasoline dispenser pump and AST and was analyzed for TPH-GRO and TPH-DRO per NCDEQ UST Closure Guidance. Analytical results detected no exceedances versus NCDEQ TPH-GRO (ND versus 10 mg/kg trigger level) and TPH-DRO (22 mg/kg versus 40 mg/kg non-UST trigger level) thresholds. Groundwater- One groundwater sample (Geo-3 GW) was collected and analyzed for VOCs and MADEP VPH per NCDDEQ Guidance. Analytical results detected the following exceedances of NCDEQ 2L NCGSs:  Naphthalene detected at 19 ug/L versus a 6 ug/L 2L NCGS  Total C9-C22 Aromatics detected at 280 ug/L versus a 200 ug/L 2L NCGS This would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24-Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. The NCDEQ would likely require a CSA which would involve the emplacement of several groundwater monitoring wells along with demographic data such that the site can be given a risk categorization. As such, this is considered a REC. AOC-2- Liquid Tar Plastic Tote Release Area Soil- One soil sample (Geo-12 @1-2’ bgs) was collected adjacent to the Liquid Tar Free Product layer and analyzed for TPH-GRO and TPH-DRO per NCDEQ Guidance. Analytical results detected the following exceedances of NCDEQ thresholds: Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 37 of 42  TPH-DRO detected 68 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg. This would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24-Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. However, we would recommend a cost effective remediation alternative would be to remove the free product and several feet of impacted soil which could be disposed via land application at a licensed facility. This would also require confirmatory samples to assure that sufficient soil has been removed. As such, this is considered a REC. AOC-3- Air Compressor Shed Oily Discharge Area Soil- One soil sample was collected at Geo-17 @1-2’ bgs and analyzed for TPH- GRO and TPH-DRO per NCDEQ Guidance. Analytical results detected the following exceedances of NCDEQ TPH threshold levels:  TPH-DRO detected 170 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg This would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24-Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. However, we would recommend a cost effective remediation alternative would be to remove several feet of impacted soil which could be disposed via land application at a licensed facility. This would also require confirmatory samples to assure that sufficient soil has been removed. As such, this is considered a REC. AOC-4- Petroleum Impacted Area West of Asphalt Plant Soil- Two soil samples were collected at Geo-19. The first sample was collected at Geo-19 @ 3-4’ bgs which represented a “hot spot” source area of soil. Based on the elevated PID readings, a recommendation was made to use risk-based analysis (e.g. constituent-based versus TPH) since the TPH results would almost certainly be elevated beyond NCDEQ thresholds. Therefore, this sample was analyzed for VOCs, SVOCs, and MADEP VPH/EPH. A second sample was also collected at this location at Geo-19 @ 10’bgs which is at depth below the groundwater table estimated at 6’ bgs. Waters Edge does not typically collect soil samples below the groundwater table in that it is difficult to differentiate what media is actually being analyzed. We chose to analyze a deeper sample at this location in that the field PID readings increased significantly with depth and we wanted corroboration to potentially prove that there may be free product which exists on top of the groundwater. Based upon the elevated PID readings at Geo-19, we analyzed a third Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 38 of 42 sample from Geo-22 which was considered a western delineation boring (e.g. west and downgradient of GP-19). Both GP-19 @ 10’ bgs and GP-22 @ 3-4’ bgs were analyzed for TPH-GRO and TPH-DRO. Analytical results from all borings detected the following exceedances of NCDEQ RBCs or thresholds:  Geo-19 @ 3-4’ bgs detected 4-Isopropyltoluene at 0.39 mg/kg versus a 0.12 mg/kg soil to groundwater MSCC.  Geo-19 @ 3-4’ bgs detected Naphthalene at 1.4 mg/kg (8260)/0.45 mg/kg (8270) versus a 0.16 mg/kg soil to groundwater MSCC.  Geo-19 @ 3-4’ bgs detected 1-Methylnaphthalene at 2.5 mg/kg versus a 0.4 mg/kg soil to groundwater MSCC  Geo-19 @ 3-4’ bgs detected 2-Methylnaphthalene at 3.5 mg/kg versus a 0.004 mg/kg soil to groundwater MSCC  Geo-19 @ 3-4’ bgs detected Total C9-C22 Aromatics at 994.2 mg/kg versus a 31 mg/kg soil to groundwater MSCC  Geo-19 @ 10’ bgs detected TPH-GRO at 120 mg/kg versus a TPH-GRO threshold level at 10 mg/kg  Geo-19 @ 10’ bgs detected TPH-DRO at 5500 mg/kg versus a TPH- DRO non-UST threshold level at 40 mg/kg Geo-22 was below both TPH-GRO and TPH-DRO threshold levels and would represent a western delineation boundary. Groundwater- A groundwater sample was collected (Geo-19 GW) and analyzed for VOCs, SVOCs, and MADEP VPH/EPH. Analytical results detected the following exceedances of NCDEQ 2L NCGSs:  Benzene detected at 29 ug/L versus a 1 ug/L 2L NCGS  Total C9-C18 Aliphatics detected at 779 ug/L versus a 700 ug/L 2L NCGS  Total C9-C22 Aromatics detected 945 ug/L versus a 200 ug/L 2L NCGS The above mentioned soil and groundwater exceedances would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24- Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. We would consider that the area of affected soil outside the concrete containment area to be approximately 20’ (L) x 20’ (W) x 10’ (D) which would include some over-excavation below the groundwater table estimated at 6’ bgs. However, we would also point out that PID readings increased with depth and we also detected relatively high TPH-GRO and TPH-DRO levels at Geo-19 @ 10’ bgs. One potential cause of the increasing impact with depth is that there are also impacted soils inside the upgradient containment dike which could Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 39 of 42 not be feasibly assessed during this Phase II ESA. This would require remobilization with a Geoprobe which could be lifted over the concrete containment dike or to build up a ramp with gravel such that a Geoprobe could drive over the concrete dike to install soil borings inside this concrete diked area. As such, this is considered a REC. AOC-5- Trash Pile of Containers at Former RAP Plant Soil- One soil sample was collected at TP-1 @ 3-4’ bgs and analyzed for TPH- GRO and TPH-DRO. Analytical results detected the following exceedances of NCDEQ TPH threshold levels:  TPH-DRO detected at 96 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg This would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24-Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. However, we would recommend a cost effective remediation alternative would be to remove several feet of impacted soil which could be disposed via land application at a licensed facility. This would also require confirmatory samples to assure that sufficient soil has been removed. As such, this is considered a REC. Groundwater- A groundwater sample was collected (TP-1 GW) and analyzed for VOCs, SVOCs, and MADEP VPH/EPH. Analytical results were ND; therefore, below all NCDEQ 2L NCGS. AOC-6- Bag Filter Area at Former RAP Plant Soil- One soil sample was collected at TP-21 @ 2-3’ bgs and analyzed for TPH- GRO, TPH-DRO, and RCRA Metals via TCLP. Analytical results detected no exceedances versus NCDEQ TPH-GRO (ND versus 10 mg/kg trigger level) and TPH-DRO (36 mg/kg versus 40 mg/kg non-UST trigger level) thresholds. There were also no exceedances of NCDEQ inorganic levels considered to be a characteristic hazardous waste. As such, this is not a REC. AOC-7- Petroleum Impacted Soil Adjacent to AST Soil- One soil sample was collected at HA-1 @1-2’ bgs and analyzed for TPH- GRO and TPH-DRO. Analytical results detected the following exceedances of NCDEQ thresholds:  TPH-DRO detected at 110 mg/kg versus a NCDEQ non-UST threshold level at 40 mg/kg Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 40 of 42 This would technically represent a discharge reportable to NCDEQ under the OPHSCA and require a 24-Hour Release Report. Assessment and remediation would follow NCDEQ Guidelines for Initial Response and Abatement, Assessment, and Corrective Action for Non-UST Releases of Petroleum. However, we would recommend that a cost effective remediation alternative would be to remove several feet of impacted soil which could be disposed via land application at a licensed facility. This would also require confirmatory samples to assure that sufficient soil has been removed. As such, this is considered a REC. AOC-8- Industrial Supply Well There is an industrial supply well located west of the asphalt plant. In the past, asphalt plants used TCE and some other VOCs in asphalt testing in onsite labs which did formerly exist at the subject property. Even through the operations did not date back to when TCE was generally discontinued (e.g. early 1990s), it was felt warranted to test the industrial supply well for TCE. A sample was collected and analyzed for VOCs and was ND. This also included the other VOCs which were formerly used in asphalt testing. As such, this is not considered a REC.  We were not able to interview the former Owner, Occupant, or Key Site Personnel.  There were at least 15 petroleum ASTs (AOC-1 with some partially full), numerous other marked and unmarked totes (Antistat 1102, Motor Oil, etc.), 55-gallon drums (Spec-Chem, Moly Ultra, etc.), 5-gallon pails (mainly hydraulic oils and hydraulic fluids), and other containers in large piles at several different locations at the Subject Property. These should be drained, removed, and disposed according to local, state, and federal regulations.  All of the above mentioned visual releases would have potential reporting considerations under their General Stormwater permit if the facility has a SPCC Plan.  We would also add that many of the more incidental stains are consistent with operations of this nature. While not considered RECs, there are the following items noted:  There were numerous areas mainly around the western and southern perimeter of the Subject Property which had a variety of solid waste including concrete pipe, PVC pipe, HDPE pipe, tires, corrugated metal pipe, piles of 5-gallon plastic pails, small containers of a variety of products, metal ladders, and other miscellaneous debris. These should be removed and disposed according to local, state, and federal regulations.  The target property does have an air permit which expires on October 31, 2021. There were several NOV listings; however, the pollutant type was unreported in the NOV listing but when they were in compliance, the pollutant was listed as particulate matter. This may become a consideration if the asphalt plant becomes operational in the future; however, this is considered a non-scope item for a Phase I ESA. Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 41 of 42  The facility has a NPDES permit for stormwater discharge with no listed violations in the computer database. We would note that the petroleum discharge areas at the asphalt plant would drain towards the two stormwater retention ponds located on the northwest side of the Subject Property which may have permit violation concerns.  The computer database lists five (5) UST that were reportedly removed on January 1, 1990 at 1516 Malmo Loop Road with the Owner being listed as Maintenance, Inc. which is apparently on the abutting property to the east. This is after promulgation of the UST regulations (40 CFR Part 280) which took effect in December 1988 requiring closure sampling. We were not provided with any closure documentation demonstrating that the soil and/or groundwater had not been impacted or where the USTs were located. Mr. Steve Whitt and Mr. Nuwan Wijesuriya representing MM conducted a telephone interview with Mr. Bruce Reed representing NCDEQ and he provided some information concerning the USTs which is contained in Appendix D. Since some of these USTs were installed in 1966, we suspect that there may have been releases from these USTs. While there would clearly be another RP, if these USTs were close to the subject property, there could be potential that a plume could impact the subject property.  There were four (4) pole transformers located near the asphalt plant and along the road on the western portion of the Subject Property which had blue dots indicating compliance with TSCA regulations for PCBs. There were no spills or odors noted, Typically, compliance and release related activities are the responsibility of the local utility and, as such, this is not considered to be a REC.  While considered a non-scope item, there was a considerable amount of pipe wrap at the facility which appears to have been constructed well after ACM pipe wrap had been discontinued (post-1980). Most the of pipe wrap appeared to be non-ACM (fiberglass); however, further determination would require additional testing according to AHERA regulations.  Although considered a non-scope item, there was some 9” floor tile in the Control Room which would have potential ACM. However, the facility was constructed well after the 1980-ACM cutoff date. Further determination would require additional testing.  There were also gaps greater than 5 years in the past aerial photography which would be considered a data gap but we would not consider this to be a REC.  ASTM E 1527-13 defines a data failure as a failure to achieve the historical research objectives of AAI even after reviewing the standard historical sources that are reasonably ascertainable and likely to be useful. Specifically, the historical research objectives include identifying all obvious uses of the property from the present back to the property’s first developed use, or back to 1940, whichever is earlier. Usage of the subject property was identified back to 1952 through past aerial photographs, at which time the subject property was undeveloped. Since we did not find historic aerial coverage from a time when the property was undeveloped and prior to 1940, we would Phase I and Limited Phase II Environmental Site Assessment Malmo Asphalt Plant Property 1520 Malmo Loop Road NE Leland, Brunswick County, North Carolina 28451 16-049 July 5, 2016 Page 42 of 42 conclude that historical research objectives have not been met; however, we would not consider this to be a REC.  Although considered a non-scope item, there were some low lying areas which would have suspect wetland hydrology. Further determination whether these are jurisdictional wetlands would require additional investigation. We would also note that several of the historic aerial photographs depict a large circular depression in the central portion of the site which appears to resemble a Carolina Bay. This area is the present location of the Former RAP Plant area which is reasonably level with numerous mounds. If this was formerly a Carolina Bay and was filled in to its present elevation, the Owner could be construed to have filled in a potential jurisdictional wetland which would be considered a CORPs/NCDEQ violation. A copy of the resume for the environmental professional responsible for this report is included as Appendix J. The signature of the responsible environmental professional is on the cover letter for this report. Figures Jo b N o . To p o Q u a d D a t e T it l e R1 6 - 2 4 Le l a n d 6. 8 . 2 0 1 6 Fi l e N a m e Fi g u r e Sc a l e Pr o j e c t 16 - 0 4 9 . x l s 1 un k n o w n Le l a n d , N o r t h C a r o l i n a Pr o j e c t L o c a t i o n M a p Ma l m o A s p h a l t P l a n t F a c i l i t y SI T E WA T E R S E D G E E N V I R O N M E N T A L , L L C Jo b N o . Im a g e / P h o t o D a t e Ti t l e 16 - 2 4 B r u n s w i c k C o G I S 6 . 7 . 2 0 1 6 Fi l e N a m e Fi g u r e Sc a l e Pr o j e c t 16 - 0 4 9 2 un k n o w n Le l a n d , N o r t h C a r o l i n a Pr o p e r t y a n d A O C L o c a t i o n M a p Ma l m o A s p h a l t P l a n t F a c i l i t y WA T E R S E D G E E N V I R O N M E N T A L , L L C AS T T a n k f a r m Ar e a Fo r m e r R A P Pl a n t A r e a As p h a l t P l a n t Ar e a Pl a s t i c T o t e O i l Sp i l l A r e a Jo b N o . Im a g e / P h o t o D a t e Ti t l e 16 - 2 4 B r u n s w i c k C o G I S 6 . 7 . 2 0 1 6 Fi l e N a m e Fi g u r e Sc a l e Pr o j e c t 16 - 0 4 9 3 un k n o w n Le l a n d , N o r t h C a r o l i n a AO C L o c a t i o n M a p Ma l m o A s p h a l t P l a n t F a c i l i t y WA T E R S E D G E E N V I R O N M E N T A L , L L C Jo b N o . Im a g e / P h o t o D a t e Ti t l e 16 - 2 4 Go o g l e E a r t h 6. 7 . 20 1 6 Fi l e N a m e Fi g u r e Sc a l e Pr o j e c t 16 - 0 4 9 4 un k n o w n Le l a n d , N o r t h C a r o l i n a Te s t P i t L o c a t i o n M a p w / N C D E Q E x c e e d a n c e s Ma l m o A s p h a l t P l a n t F a c i l i t y WA T E R S E D G E E N V I R O N M E N T A L , L L C TP - 1 TP H - D R O 9 6 m g / k g Jo b N o . Im a g e / P h o t o D a t e Ti t l e 16 - 2 4 B r u n s w i c k C o G I S 6 . 7 . 2 0 1 6 Fi l e N a m e Fi g u r e Sc a l e Pr o j e c t 16 - 0 4 9 5 un k n o w n Le l a n d , N o r t h C a r o l i n a As p h a l t P l a n t A r e a G e o p r o b e a n d S o i l B o r i n g L o c a t i o n M a p w/ N C D E Q E x c e e d a n c e s Ma l m o A s p h a l t P l a n t F a c i l i t y WA T E R S E D G E E N V I R O N M E N T A L , L L C Ge o - 1 9 @ 4 ' b g s ( S o i l ) 4- I s o p r o p y l t o l u e n e 0 . 3 9 m g / k g Na p h t h a l e n e 1 . 4 / 0 . 4 5 m g / k g 1- M e t h y l n a p h t h a l e n e 2 . 5 m g / k g 2- M e t h y l n a p h t h a l e n e 3 . 5 m g / k g To t a l C 9 - C 2 2 A r o m a t i c s 9 9 4 . 2 m g / k g Ge o - 1 9 @ 1 0 ' b g s ( S o i l ) TP H - G R O 1 2 0 m g / k g TP H - D R O 5 5 0 0 m g / k g GE O - 1 9 ( G r o u n d w a t e r ) Be n z e n e 1 9 u g / L To t a l C 9 - C 1 8 A l i p h a t i c s 7 7 9 u g / L To t a l C 9 - C 2 2 A r o m a t i c s 9 4 5 u g / L HA - 1 @ 1 - 2 ' b g s ( S o i l ) TP H - D R O 1 1 0 m g / k g Jo b N o . Im a g e / P h o t o D a t e Ti t l e 16 - 2 4 B r u n s w i c k C o G I S 6 . 7 . 2 0 1 6 Fi l e N a m e Fi g u r e Sc a l e Pr o j e c t 16 - 0 4 9 6 un k n o w n Le l a n d , N o r t h C a r o l i n a AS T T a n k f a r m A r e a G e o p r o b e L o c a t i o n M a p w/ N C D E Q E x c e e d a n c e s Ma l m o A s p h a l t P l a n t F a c i l i t y WA T E R S E D G E E N V I R O N M E N T A L , L L C Ad d i t i o n a l AS T s Pe t r o l e u m AS T Ta n k f a r m Ge o - 3 ( G r o u n d w a t e r ) Na p h t h a l e n e 1 9 u g / L To t a l C 9 - C 2 2 A r o m a t i c s 2 8 0 u g / L Jo b N o . Im a g e / P h o t o D a t e Ti t l e 16 - 2 4 B r u n s w i c k C o G I S 6 . 7 . 2 0 1 6 Fi l e N a m e Fi g u r e Sc a l e Pr o j e c t 16 - 0 4 9 7 un k n o w n Le l a n d , N o r t h C a r o l i n a Li q u i d T a r P l a s t i c T o t e D i s c h a r g e A r e a w / N C D E Q Ex c e e d a n c e s Ma l m o A s p h a l t P l a n t F a c i l i t y WA T E R S E D G E E N V I R O N M E N T A L , L L C Li q u i d T a r T o t e w/ F r e e P r o d u c t o n Gr o u n d Ge o - 1 2 @ 1 - 2 ' b g s ( S o i l ) TP H - D R O 6 8 m g / k g Tables Ta b l e 1 Ma l m o A s p h a l t P h a s e I I E S A 15 2 0 M a l m o L o o p R o a d N E Le l a n d , N C 2 8 4 5 1 In c i d e n t : N o t A s s i g n e d So i l S a m p l e L o c a t i o n : M e t h o d U n i t s S o i l - t o - G W R e s i d e n t i a l I n d / C o m m T r i g g e r T C L P Ge o - 3 G e o - 1 2 G e o - 1 7 G e o - 1 9 G e o - 1 9 G e o - 2 2 H A - 1 T P - 1 T P - 2 1 Sa m p l e D a t e : m/ d / y - - - - 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 Sa m p l e D e p t h : ft b g s - - - - 3 - 4 ' 1 - 2 ' 1 - 2 ' 3 - 4 ' 1 0 ' 3 - 4 ' 1 - 2 ' 3 - 4 ' 2 - 3 ' To t a l P e t r o l e u m H y d r o c a r b o n s TP H - G R O 80 1 5 m g / k g -- - 1 0 - ND N D N D N A 12 0 ND N D N D N D TP H - D R O 80 1 5 m g / k g -- - 4 0 - 22 68 1 7 0 NA 55 0 0 2. 9 11 0 9 6 3 6 To t a l T P H 80 1 5 m g / k g -- - - - 22 6 8 1 7 0 N A 5 6 2 0 2 . 9 1 1 0 9 6 3 6 RC R A P r i m a r y M e t a l s v i a T C L P Ar s e n i c 60 1 0 m g / L -- - - 5 NA N A N A N A N A N A N A N A N D Ba r i u m 60 1 0 m g / L - - - - 2 0 0 NA N A N A N A N A N A N A N A 0 . 5 8 6 Ca d m i u m 60 1 0 m g / L -- - - 2 NA N A N A N A N A N A N A N A N D Ch r o m i u m 60 1 0 m g / L -- - - 5 NA N A N A N A N A N A N A N A N D Le a d 60 1 0 m g / L -- - - 5 NA N A N A N A N A N A N A N A N D Me r c u r y 74 7 1 m g / L - - - - 0 . 2 NA N A N A N A N A N A N A N A N D Se l e n i u m 60 1 0 m g / L -- - - 5 NA N A N A N A N A N A N A N A N D Si l v e r 60 1 0 m g / L -- - - 5 NA N A N A N A N A N A N A N A N D MS C C s / N C D E Q T C L P T r i g g e r Wa t e r s E d g e D o c u m e n t - 1 6 - 0 4 9 L e l a n d F i n a l R e p o r t F i g u r e s a n d T a b l e s Ta b l e 1 S o i l R e s u l t s Pa g e 8 o f 3 6 Ta b l e 1 Ma l m o A s p h a l t P h a s e I I E S A 15 2 0 M a l m o L o o p R o a d N E Le l a n d , N C 2 8 4 5 1 In c i d e n t : N o t A s s i g n e d So i l S a m p l e L o c a t i o n : M e t h o d U n i t s S o i l - t o - G W R e s i d e n t i a l I n d / C o m m T r i g g e r T C L P Ge o - 3 G e o - 1 2 G e o - 1 7 G e o - 1 9 G e o - 1 9 G e o - 2 2 H A - 1 T P - 1 T P - 2 1 Sa m p l e D a t e : m/ d / y - - - - 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 Sa m p l e D e p t h : ft b g s - - - - 3 - 4 ' 1 - 2 ' 1 - 2 ' 3 - 4 ' 1 0 ' 3 - 4 ' 1 - 2 ' 3 - 4 ' 2 - 3 ' MS C C s / N C D E Q T C L P T r i g g e r Vo l a t i l e O r g a n i c C o m p o u n d s 2- B u t a n o n e 82 6 0 B m g / k g 16 9 3 8 5 2 E + 0 5 - - NA N A N A 0 . 1 4 N A N A N A N A N A n- B u t y l B e n z e n e 82 6 0 B m g / k g 4. 3 6 2 6 1 6 3 5 0 - - NA N A N A 0 . 5 6 N A N A N A N A N A se c - B u t y l B e n z e n e 82 6 0 B m g / k g 3. 3 6 2 6 1 6 3 5 0 - - NA N A N A 0 . 4 4 N A N A N A N A N A Et h y l b e n z e n e 82 6 0 B m g / k g 4. 9 1 5 6 0 4 0 0 0 0 - - NA N A N A 0 . 1 4 N A N A N A N A N A Is o p r o p y l b e n z e n e 82 6 0 B m g / k g 1. 7 1 5 6 4 4 0 8 8 0 - - NA N A N A 0 . 1 1 N A N A N A N A N A 4- I s o p r o p y l t o l u e n e 82 6 0 B m g / k g 0. 1 2 1 0 0 4 0 0 0 - - NA N A N A 0. 3 9 NA N A N A N A N A Na p h t h a l e n e 82 6 0 B m g / k g 0. 1 6 3 1 3 8 1 7 6 - - NA N A N A 1. 4 NA N A N A N A N A n- P r o p y l b e n z e n e 82 6 0 B m g / k g 1. 7 6 2 6 1 6 3 5 0 - - NA N A N A 0 . 2 9 N A N A N A N A N A 1, 2 , 4 - T r i m e t h y l b e n z e n e 82 6 0 B m g / k g 8. 5 7 8 2 2 0 4 4 0 - - NA N A N A 2 . 4 N A N A N A N A N A 1, 3 , 5 - T r i m e t h y l b e n z e n e 82 6 0 B m g / k g 8. 3 7 8 2 2 0 4 4 0 - - NA N A N A 0 . 7 9 N A N A N A N A N A Xy l e n e s 82 6 0 B m g / k g 4. 6 3 1 2 9 8 1 7 6 0 - - NA N A N A 0 . 2 6 N A N A N A N A N A To t a l V O C s 82 6 0 B m g / k g -- - -- NA N A N A 6 . 9 2 N A N A N A N A N A Wa t e r s E d g e D o c u m e n t - 1 6 - 0 4 9 L e l a n d F i n a l R e p o r t F i g u r e s a n d T a b l e s Ta b l e 1 S o i l R e s u l t s Pa g e 9 o f 3 6 Ta b l e 1 Ma l m o A s p h a l t P h a s e I I E S A 15 2 0 M a l m o L o o p R o a d N E Le l a n d , N C 2 8 4 5 1 In c i d e n t : N o t A s s i g n e d So i l S a m p l e L o c a t i o n : M e t h o d U n i t s S o i l - t o - G W R e s i d e n t i a l I n d / C o m m T r i g g e r T C L P Ge o - 3 G e o - 1 2 G e o - 1 7 G e o - 1 9 G e o - 1 9 G e o - 2 2 H A - 1 T P - 1 T P - 2 1 Sa m p l e D a t e : m/ d / y - - - - 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 Sa m p l e D e p t h : ft b g s - - - - 3 - 4 ' 1 - 2 ' 1 - 2 ' 3 - 4 ' 1 0 ' 3 - 4 ' 1 - 2 ' 3 - 4 ' 2 - 3 ' MS C C s / N C D E Q T C L P T r i g g e r Se m i v o l a t i l e O r g a n i c C o m p o u n d s 1- M e t h y l n a p h t h a l e n e 82 7 0 D m e / k g 0. 4 1 2 0 0 3 2 0 0 0 - - NA N A N A 2. 5 NA N A N A N A N A 2- M e t h y l n a p h t h a l e n e 82 7 0 D m e / k g 0. 0 0 4 2 0 1 0 0 - - NA N A N A 3. 5 NA N A N A N A N A Fl u o r e n e 82 7 0 D m e / k g 47 6 2 0 1 6 4 0 0 - - NA N A N A 0 . 7 3 N A N A N A N A N A Na p h t h a l e n e 82 6 0 B m g / k g 0. 1 6 3 1 3 8 1 7 6 - - NA N A N A 0. 4 5 NA N A N A N A N A Ph e n a n t h r e n e 82 6 0 B m g / k g 56 4 6 9 1 2 2 6 4 - - NA N A N A 1 . 6 0 N A N A N A N A N A To t a l S V O C s 82 7 0 C m g / k g -- - -- NA N A N A 8. 7 8 NA N A N A N A N A Vo l a t i l e P e t r o l e u m H y d r o c a r b o n s * C5 - C 8 A l i p h a t i c s MA D E P m g / k g -- - - - NA N A N A N D N A N A N A N A N A C9 - C 1 2 A l i p h a t i c s MA D E P m g / k g -- - - - NA N A N A 3 0 . 7 N A N A N A N A N A C9 - C 1 0 A r o m a t i c s MA D E P m g / k g -- - - - NA N A N A 3 4 . 2 N A N A N A N A N A Ex t r a c t a b l e P e t r o l e u m H y d r o c a r b o n s * C9 - C 1 8 A l i p h a t i c s MA D E P m g / k g -- - - - NA N A N A 3 5 0 N A N A N A N A N A C1 9 - C 3 6 A l i p h a t i c s MA D E P m g / k g -- - - - NA N A N A 2 3 0 N A N A N A N A N A C1 1 - C 2 2 A r o m a t i c s MA D E P m g / k g -- - - - NA N A N A 9 6 0 N A N A N A N A N A Wa t e r s E d g e D o c u m e n t - 1 6 - 0 4 9 L e l a n d F i n a l R e p o r t F i g u r e s a n d T a b l e s Ta b l e 1 S o i l R e s u l t s Pa g e 1 0 o f 3 6 Ta b l e 1 Ma l m o A s p h a l t P h a s e I I E S A 15 2 0 M a l m o L o o p R o a d N E Le l a n d , N C 2 8 4 5 1 In c i d e n t : N o t A s s i g n e d So i l S a m p l e L o c a t i o n : M e t h o d U n i t s S o i l - t o - G W R e s i d e n t i a l I n d / C o m m T r i g g e r T C L P Ge o - 3 G e o - 1 2 G e o - 1 7 G e o - 1 9 G e o - 1 9 G e o - 2 2 H A - 1 T P - 1 T P - 2 1 Sa m p l e D a t e : m/ d / y - - - - 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 5 . 2 4 . 1 6 Sa m p l e D e p t h : ft b g s - - - - 3 - 4 ' 1 - 2 ' 1 - 2 ' 3 - 4 ' 1 0 ' 3 - 4 ' 1 - 2 ' 3 - 4 ' 2 - 3 ' MS C C s / N C D E Q T C L P T r i g g e r VP H & E P H T o t a l s To t a l C 5 - C 8 A l i p h a t i c s MA D E P mg / k g 6 8 9 3 9 2 4 , 5 2 8 - - NA N A N A N D N A N A N A N A N A To t a l C 9 - C 1 8 A l i p h a t i c s MA D E P mg / k g 5 4 0 1 , 5 0 0 4 0 , 0 0 0 - - ND N A N A 3 8 0 . 7 N A N A N A N A N A To t a l C 1 9 - C 3 6 A l i p h a t i c MA D E P mg / k g N S 3 1 , 0 0 0 81 0 , 0 0 0 -- NA NA N A 23 0 NA N A N A N A N A To t a l C 9 - C 2 2 A r o m a t i c s MA D E P mg / k g 3 1 4 6 9 1 2 , 2 6 4 - - ND N A N A 99 4 . 2 NA N A N A N A N A MS C C = M a x i m u m S o i l C o n t a m i n a t i o n C o n t r a t i o n bg s = B e l o w G r o u n d S u r f a c e ND - N o n - D e t e c t NS = N o S t a n d a r d A v a i l a b l e * V P H & E P H M S C C s b a s e d o n t o t a l c o m b i n e d r e s u l t s a s d e s i g n a t e d b e l o w . TC L P - T o x i c i t y C h a r a c t e r i s t i c L e a c h i n g P r o c e d u r e ( 4 0 C F R 2 6 1 . 2 4 - T a b l e 1 ) Wa t e r s E d g e D o c u m e n t - 1 6 - 0 4 9 L e l a n d F i n a l R e p o r t F i g u r e s a n d T a b l e s Ta b l e 1 S o i l R e s u l t s Pa g e 1 1 o f 3 6 Table 2 Groundwater Analytical Results Malmo Asphalt Plant 1520 Malmo Loop Road NE Leland, North Carolina 28451 Incident: Pending Soil Sample Location:Method Units 2L GCL WW-1 Geo-3 Geo-19 TP-1 Sample Date:m/d/y - - 5.5.16 5.24.16 5.24.16 5.24.16 Sample Depth:ft bgs -- Volatile Organic Compounds Benzene 8260 ug/L 1 5000 ND ND 29 ND n-Butyl Benzene 8260 ug/L 70 6900 ND 8.6 ND ND sec-Butyl Benzene 8260 ug/L 70 8500 ND 6.2 ND ND n-Propyl Benzene 8260 ug/L 70 30000 ND 17 ND ND Ethylbenzene 8260 ug/L 600 84500 ND 25 63 ND Isopropylbenzene 8260 ug/L 70 25000 ND 8.6 ND ND Naphthalene 8260 ug/L 6 6000 ND 19 ND ND Toluene 8260 ug/L 600 260000 ND ND ND ND 1,2,4-Trimethylbenzene 8260 ug/L 400 28500 ND 45 ND ND 1,3,5-Trimethylbenzene 8260 ug/L 400 25000 ND 15 ND ND Xylenes 8260 ug/L 500 85500 ND 27 400 ND Total VOCs 8260 ug/L --ND 171 492 ND Semivolatile Organic Compounds Total SVOCs 625 ug/L --NA NA ND ND Volatile Petroleum Hydrocarbons* C5-C8 Aliphatics MADEP ug/L --NA ND 44.1 ND C9-C12 Aliphatics MADEP ug/L --NA 157 779 ND C9-C10 Aromatics MADEP ug/L --NA 280 860 ND Extractable Petroleum Hydrocarbons * C9-C18 Aliphatics MADEP ug/L --NA NA ND ND C19-C36 Aliphatics MADEP ug/L --NA NA ND ND C11-C22 Aromatics MADEP ug/L --NA NA 85 ND VPH & EPH Totals Total C5-C8 Aliphatics MADEP ug/L 400 NS NA ND 44 ND Total C9-C18 Aliphatics MADEP ug/L 700 NS NA 157 779 ND Total C19-C36 Aliphatics MADEP ug/L 10,000 NS NA NA ND ND Total C9-C22 Aromatics MADEP ug/L 200 NS NA 280 945 ND Notes: 2L- North Carolina Department of Environment Quality Standards- NCAC (.0202 2L) bgs = Below Ground Surface ND- Non-Detect NS = No Standard Available WW- Malmo Industrial Water Supply Well NCDEQ Standards Waters Edge Document-16-049 Leland Final Report Figures and Tables Table 2 GW Results Page 12 of 36 Appendix A Appendix B Target Property: Prepared For: Historical Aerial Photographs 1520 Malmo Loop Rd NE Leland, Brunswick County, North Carolina 28451 MM-Leland-Malmo Asphalt Plant Waters Edge Environmental Job #: 144074 Order #: 66352 Date: 04/29/2016 http://www.geo-search.net/QuickMap/index.htm?DataID=Standard0000144074 Click on link above to access the map and satellite view of current property Project #: R16-24 phone: 888-396-0042 · fax: 512-472-9967 · www.geo-search.com TARGET PROPERTY SUMMARY 1520 Malmo Loop Rd NE Leland, Brunswick County, North Carolina 28451 MM-Leland-Malmo Asphalt Plant *Target property is located in Radon Zone 3. Zone 3 areas have a predicted average indoor radon screening level less than 2 pCi/L (picocuries per liter). County/Parish Covered: Zipcode(s) Covered: State(s) Covered: Brunswick (NC) Leland NC: 28451 NC Target Property Geometry:Area Target Property Longitude(s)/Latitude(s): (-78.102043, 34.266686), (-78.101077, 34.266332), (-78.102622, 34.263707), (-78.097494, 34.261508), (-78.097665, 34.261171), (-78.105347, 34.264824), (-78.102043, 34.266686) USGS Quadrangle:Leland, NC Disclaimer - The information provided in this report was obtained from a variety of public sources. GeoSearch cannot ensure and makes no warranty or representation as to the accuracy, reliability, quality, errors occurring from data conversion or the customer’s interpretation of this report. This report was made by GeoSearch for exclusive use by its clients only. Therefore, this report may not contain sufficient information for other purposes or parties. GeoSearch and its partners, employees, officers and independent contractors cannot be held liable for actual, incidental, consequential, special or exemplary damages suffered by a customer resulting directly or indirectly from any information provided by GeoSearch. www.geo-search.com · phone: 888-396-0042 · fax: 512-472-9967 Appendix C Radius Report Satellite view Target Property: MM-Leland-Malmo Asphalt Plant 1520 Malmo Loop Rd NE Leland, Brunswick County, North Carolina 28451 Prepared For: Waters Edge Environmental Order #: 66352 Job #: 144073 Project #: R16-24 Date: 04/29/2016 0 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property Summary 1 Database Summary 2 Database Radius Summary 6 Radius Map 1 10 Radius Map 2 11 Ortho Map 12 Topographic Map 13 Located Sites Summary 14 Elevation Summary 16 Unlocated Sites Summary 44 Environmental Records Definitions 46 Unlocatable Report See Attachment Zip Report See Attachment www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERALEnvironmental Records Definitions - STATE (NC)Environmental Records Definitions - TRIBALTable of Contents This report was designed by GeoSearch to meet or exceed the records search requirements of the All Appropriate Inquiries Rule (40 CFR §312.26) and the current version of the ASTM International E1527, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process or, if applicable, the custom requirements requested by the entity that ordered this report. The records and databases of records used to compile this report were collected from various federal,state and local governmental entities. It is the goal of GeoSearch to meet or exceed the 40 CFR §312.26 and E1527 requirements for updating records by using the best available technology. GeoSearch contacts the appropriate governmental entities on a recurring basis. Depending on the frequency with which a record source or database of records is updated by the governmental entity, the data used to prepare this report may be updated monthly, quarterly, semi-annually, or annually. The information provided in this report was obtained from a variety of public sources. GeoSearch cannot ensure and makes no warranty or representation as to the accuracy, reliability, quality, errors occurring from data conversion or the customer's interpretation of this report. This report was made by GeoSearch for exclusive use by its clients only. Therefore, this report may not contain sufficient information for other purposes or parties. GeoSearch and its partners, employees, officers And independent contractors cannot be held liable For actual, incidental, consequential, special or exemplary damages suffered by a customer resulting directly or indirectly from any information provided by GeoSearch. www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERALEnvironmental Records Definitions - STATE (NC)Environmental Records Definitions - TRIBALTable of ContentsDisclaimer Target Property Information MM-Leland-Malmo Asphalt Plant 1520 Malmo Loop Rd NE Leland, North carolina 28451 Coordinates Area centroid (-78.102360, 34.2646046) 66 feet above sea level USGS Quadrangle Leland, NC Geographic Coverage Information County/Parish: Brunswick (NC) ZipCode(s): Leland NC: 28451 Radon * Target property is located in Radon Zone 3. Zone 3 areas have a predicted average indoor radon screening level less than 2 pCi/L (picocuries per liter). 1 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property Summary FEDERAL LISTING Standard Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) EMERGENCY RESPONSE NOTIFICATION SYSTEM ERNSNC 0 0 TP/AP FEDERAL ENGINEERING INSTITUTIONAL CONTROL SITES EC 0 0 TP/AP LAND USE CONTROL INFORMATION SYSTEM LUCIS 0 0 TP/AP RCRA SITES WITH CONTROLS RCRASC 0 0 TP/AP NO LONGER REGULATED RCRA GENERATOR FACILITIES NLRRCRAG 0 0 0.1250 RESOURCE CONSERVATION & RECOVERY ACT - GENERATOR FACILITIES RCRAGR04 0 0 0.1250 RESOURCE CONSERVATION & RECOVERY ACT - NON- GENERATOR FACILITIES RCRANGR04 0 0 0.1250 BROWNFIELDS MANAGEMENT SYSTEM BF 0 0 0.5000 DELISTED NATIONAL PRIORITIES LIST DNPL 0 0 0.5000 NO LONGER REGULATED RCRA NON-CORRACTS TSD FACILITIES NLRRCRAT 0 0 0.5000 RESOURCE CONSERVATION & RECOVERY ACT - NON-CORRACTS TREATMENT, STORAGE & DISPOSAL FACILITIES RCRAT 0 0 0.5000 SUPERFUND ENTERPRISE MANAGEMENT SYSTEM SEMS 0 0 0.5000 SUPERFUND ENTERPRISE MANAGEMENT SYSTEM ARCHIVED SITE INVENTORY SEMSARCH 0 0 0.5000 NATIONAL PRIORITIES LIST NPL 0 0 1.0000 NO LONGER REGULATED RCRA CORRECTIVE ACTION FACILITIES NLRRCRAC 0 0 1.0000 PROPOSED NATIONAL PRIORITIES LIST PNPL 0 0 1.0000 RESOURCE CONSERVATION & RECOVERY ACT - CORRECTIVE ACTION FACILITIES RCRAC 0 0 1.0000 RESOURCE CONSERVATION & RECOVERY ACT - SUBJECT TO CORRECTIVE ACTION FACILITIES RCRASUBC 0 0 1.0000 SUB-TOTAL 0 0 Additional Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) AEROMETRIC INFORMATION RETRIEVAL SYSTEM / AIR FACILITY SUBSYSTEM AIRSAFS 1 0 TP/AP BIENNIAL REPORTING SYSTEM BRS 0 0 TP/AP CERCLIS LIENS SFLIENS 0 0 TP/AP CLANDESTINE DRUG LABORATORY LOCATIONS CDL 0 0 TP/AP EPA DOCKET DATA DOCKETS 0 0 TP/AP FACILITY REGISTRY SYSTEM FRSNC 1 0 TP/AP 2 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase Summary Database Acronym Locatable Unlocatable Search Radius (miles) HAZARDOUS MATERIALS INCIDENT REPORTING SYSTEM HMIRSR04 0 0 TP/AP INTEGRATED COMPLIANCE INFORMATION SYSTEM (FORMERLY DOCKETS) ICIS 0 0 TP/AP INTEGRATED COMPLIANCE INFORMATION SYSTEM NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ICISNPDES 1 0 TP/AP MATERIAL LICENSING TRACKING SYSTEM MLTS 0 0 TP/AP NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDESR04 0 0 TP/AP PCB ACTIVITY DATABASE SYSTEM PADS 0 0 TP/AP PERMIT COMPLIANCE SYSTEM PCSR04 1 0 TP/AP SECTION SEVEN TRACKING SYSTEM SSTS 0 0 TP/AP TOXIC SUBSTANCE CONTROL ACT INVENTORY TSCA 0 0 TP/AP TOXICS RELEASE INVENTORY TRI 0 0 TP/AP HISTORICAL GAS STATIONS HISTPST 0 0 0.2500 OPEN DUMP INVENTORY ODI 0 0 0.5000 DEPARTMENT OF DEFENSE SITES DOD 0 0 1.0000 FORMERLY USED DEFENSE SITES FUDS 0 0 1.0000 RECORD OF DECISION SYSTEM RODS 0 0 1.0000 SUB-TOTAL 4 0 3 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase Summary STATE (NC) LISTING Standard Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) LAND USE RESTRICTED SITES LUR 0 0 TP/AP UNDERGROUND STORAGE TANKS UST 1 0 0.2500 BROWNFIELD PROJECTS BF 0 0 0.5000 HISTORIC LANDFILLS HISTLF 0 0 0.5000 LEAKING ABOVEGROUND STORAGE TANKS LAST 0 0 0.5000 LEAKING UNDERGROUND STORAGE TANKS LUST 0 0 0.5000 SOLID WASTE FACILITIES SWF 0 0 0.5000 STATE TRUST FUNDS DATABASE LUSTFUND 0 0 0.5000 VOLUNTARY ACTION PROGRAM SITES VAP 0 0 0.5000 HAZARDOUS SUBSTANCE DISPOSAL SITES HSDS 1 0 1.0000 INACTIVE HAZARDOUS SITES IHS 1 0 1.0000 SUB-TOTAL 3 0 Additional Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) AIR PERMITTED FACILITIES AIRS 1 0 TP/AP ANIMAL FEEDING OPERATION PERMITS AFO 0 0 TP/AP NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS NPDES 2 0 TP/AP SPILLS LISTING SPILLS 0 0 TP/AP UNDERGROUND INJECTION CONTROL WELLS UIC 0 0 TP/AP DRY-CLEANING SOLVENT CLEANUP ACT PROGRAM SITES DSCASITES 0 0 0.5000 SUB-TOTAL 3 0 4 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase Summary TRIBAL LISTING Standard Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) UNDERGROUND STORAGE TANKS ON TRIBAL LANDS USTR04 0 0 0.2500 LEAKING UNDERGROUND STORAGE TANKS ON TRIBAL LANDS LUSTR04 0 0 0.5000 OPEN DUMP INVENTORY ON TRIBAL LANDS ODINDIAN 0 0 0.5000 SUB-TOTAL 0 0 Additional Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) INDIAN RESERVATIONS INDIANRES 0 0 1.0000 SUB-TOTAL 0 0 TOTAL 10 0 5 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase Summary FEDERAL LISTING Standard environmental records are displayed in bold. Acronym Search Radius (miles) TP/AP (0 - 0.02) 1/8 Mile (> TP/AP) 1/4 Mile (> 1/8) 1/2 Mile (> 1/4) 1 Mile (> 1/2) > 1 Mile Total AIRSAFS 0.0200 1 NS NS NS NS NS 1 BRS 0.0200 0 NS NS NS NS NS 0 CDL 0.0200 0 NS NS NS NS NS 0 DOCKETS 0.0200 0 NS NS NS NS NS 0 EC 0.0200 0 NS NS NS NS NS 0 ERNSNC 0.0200 0 NS NS NS NS NS 0 FRSNC 0.0200 1 NS NS NS NS NS 1 HMIRSR04 0.0200 0 NS NS NS NS NS 0 ICIS 0.0200 0 NS NS NS NS NS 0 ICISNPDES 0.0200 1 NS NS NS NS NS 1 LUCIS 0.0200 0 NS NS NS NS NS 0 MLTS 0.0200 0 NS NS NS NS NS 0 NPDESR04 0.0200 0 NS NS NS NS NS 0 PADS 0.0200 0 NS NS NS NS NS 0 PCSR04 0.0200 1 NS NS NS NS NS 1 RCRASC 0.0200 0 NS NS NS NS NS 0 SFLIENS 0.0200 0 NS NS NS NS NS 0 SSTS 0.0200 0 NS NS NS NS NS 0 TRI 0.0200 0 NS NS NS NS NS 0 TSCA 0.0200 0 NS NS NS NS NS 0 NLRRCRAG 0.1250 0 0 NS NS NS NS 0 RCRAGR04 0.1250 0 0 NS NS NS NS 0 RCRANGR04 0.1250 0 0 NS NS NS NS 0 HISTPST 0.2500 0 0 0 NS NS NS 0 BF 0.5000 0 0 0 0 NS NS 0 DNPL 0.5000 0 0 0 0 NS NS 0 NLRRCRAT 0.5000 0 0 0 0 NS NS 0 ODI 0.5000 0 0 0 0 NS NS 0 RCRAT 0.5000 0 0 0 0 NS NS 0 SEMS 0.5000 0 0 0 0 NS NS 0 SEMSARCH 0.5000 0 0 0 0 NS NS 0 DOD 1.0000 0 0 0 0 0 NS 0 FUDS 1.0000 0 0 0 0 0 NS 0 NLRRCRAC 1.0000 0 0 0 0 0 NS 0 NPL 1.0000 0 0 0 0 0 NS 0 6 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius Summary Acronym Search Radius (miles) TP/AP (0 - 0.02) 1/8 Mile (> TP/AP) 1/4 Mile (> 1/8) 1/2 Mile (> 1/4) 1 Mile (> 1/2) > 1 Mile Total PNPL 1.0000 0 0 0 0 0 NS 0 RCRAC 1.0000 0 0 0 0 0 NS 0 RCRASUBC 1.0000 0 0 0 0 0 NS 0 RODS 1.0000 0 0 0 0 0 NS 0 SUB-TOTAL 4 0 0 0 0 0 4 7 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius Summary STATE (NC) LISTING Standard environmental records are displayed in bold. Acronym Search Radius (miles) TP/AP (0 - 0.02) 1/8 Mile (> TP/AP) 1/4 Mile (> 1/8) 1/2 Mile (> 1/4) 1 Mile (> 1/2) > 1 Mile Total AFO 0.0200 0 NS NS NS NS NS 0 AIRS 0.0200 1 NS NS NS NS NS 1 LUR 0.0200 0 NS NS NS NS NS 0 NPDES 0.0200 2 NS NS NS NS NS 2 SPILLS 0.0200 0 NS NS NS NS NS 0 UIC 0.0200 0 NS NS NS NS NS 0 UST 0.2500 1 0 0 NS NS NS 1 BF 0.5000 0 0 0 0 NS NS 0 DSCASITES 0.5000 0 0 0 0 NS NS 0 HISTLF 0.5000 0 0 0 0 NS NS 0 LAST 0.5000 0 0 0 0 NS NS 0 LUST 0.5000 0 0 0 0 NS NS 0 LUSTFUND 0.5000 0 0 0 0 NS NS 0 SWF 0.5000 0 0 0 0 NS NS 0 VAP 0.5000 0 0 0 0 NS NS 0 HSDS 1.0000 0 0 0 0 1 NS 1 IHS 1.0000 0 0 0 0 1 NS 1 SUB-TOTAL 4 0 0 0 2 0 6 8 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius Summary TRIBAL LISTING Standard environmental records are displayed in bold. Acronym Search Radius (miles) TP/AP (0 - 0.02) 1/8 Mile (> TP/AP) 1/4 Mile (> 1/8) 1/2 Mile (> 1/4) 1 Mile (> 1/2) > 1 Mile Total USTR04 0.2500 0 0 0 NS NS NS 0 LUSTR04 0.5000 0 0 0 0 NS NS 0 ODINDIAN 0.5000 0 0 0 0 NS NS 0 INDIANRES 1.0000 0 0 0 0 0 NS 0 SUB-TOTAL 0 0 0 0 0 0 0 TOTAL 8 0 0 0 2 0 10 NOTES: NS = NOT SEARCHED TP/AP = TARGET PROPERTY/ADJACENT PROPERTY 9 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius Summary .2 Click here to access Satellite view 10 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryRadius Map 1 .3 Click here to access Satellite view 11 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryRadius Map 2 .4 Click here to access Satellite view 12 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryOrtho Map .5 Click here to access Satellite view 13 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryTopographic Map NOTE: Standard environmental records are displayed in bold. Map ID# Database Name Site ID#Relative Elevation Distance From Site Site Name Address PAGE # 1 NPDES NCG160203 Lower (64 ft.) TP MALMO ASPHALT PLANT LLC 1516 MALMO LOOP RD, LELAND, NC 28451 16 1 NPDES SW8990246 Lower (64 ft.) TP MALMO ROAD ASPHALT PLANT - LELAND 1516 MALMO LOOP RD NE, LELAND, NC 17 1 UST 00-0- 0000004144 Lower (64 ft.) TP MAINTENANCE,INC. 1516 MALMO LOOP RD, LELAND, NC 28451 18 1 AIRSAFS 980811 Lower (64 ft.) TP MALMO ASPHALT PLANT 1520 MALMO LOOP ROAD, LELAND, NC 28451 21 1 FRSNC 110001979280 Lower (64 ft.) TP MALMO ASPHALT PLANT 1516 MALMO LOOP ROAD, LELAND, NC 28451 38 1 ICISNPDES NCG160203INP DES Lower (64 ft.) TP MALMO ASPHALT PLANT LLC 1516 MALMO LOOP RD NULL, LELAND, NC 28451 39 1 PCSR04 NCG160203 Lower (64 ft.) TP MALMO ASPHALT PLANT LLC 1516 MALMO LOOP RD, LELAND, NC 41 1 AIRS 1000097 Lower (64 ft.) TP MALMO ASPHALT PLANT 1520 MALMO LOOP ROAD, LELAND, NC 28451 42 2 IHS NCD091572073 Higher (69 ft.) 0.67 mi. SE (3538 ft.) NATIONAL STARCH & CHEMICAL COMPANY 2271 ANDREW JACKSON HWY, LELAND, NC 43 2 HSDS 854 Higher (69 ft.) 0.67 mi. SE (3538 ft.) NATIONAL STARCH & CHEMICAL COMPANY LELAND, NC 28451 44 14 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites Summary Elevations are collected from the USGS 3D Elevation Program 1/3 arc-second (approximately 10 meters) layer hosted at the NGTOC. . Target Property Elevation: 66 ft. NOTE: Standard environmental records are displayed in bold. EQUAL/HIGHER ELEVATION Map ID# Database Name Elevation Site Name Address Page # 1 NPDES 64 ft. MALMO ASPHALT PLANT LLC 1516 MALMO LOOP RD, LELAND, NC 28451 16 1 NPDES 64 ft. MALMO ROAD ASPHALT PLANT - LELAND 1516 MALMO LOOP RD NE, LELAND, NC 17 1 UST 64 ft. MAINTENANCE,INC.1516 MALMO LOOP RD, LELAND, NC 28451 18 1 AIRSAFS 64 ft. MALMO ASPHALT PLANT 1520 MALMO LOOP ROAD, LELAND, NC 28451 21 1 FRSNC 64 ft. MALMO ASPHALT PLANT 1516 MALMO LOOP ROAD, LELAND, NC 28451 38 1 ICISNPDES 64 ft. MALMO ASPHALT PLANT LLC 1516 MALMO LOOP RD NULL, LELAND, NC 28451 39 1 PCSR04 64 ft. MALMO ASPHALT PLANT LLC 1516 MALMO LOOP RD, LELAND, NC 41 1 AIRS 64 ft. MALMO ASPHALT PLANT 1520 MALMO LOOP ROAD, LELAND, NC 28451 42 2 IHS 69 ft. NATIONAL STARCH & CHEMICAL COMPANY 2271 ANDREW JACKSON HWY, LELAND, NC 43 2 HSDS 69 ft. NATIONAL STARCH & CHEMICAL COMPANY LELAND, NC 28451 44 LOWER ELEVATION No Records Found 15 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation Summary MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 64 ft. (Lower than TP) SITE INFORMATION PERMIT NUMBER: NCG160203 SITE NAME: MALMO ASPHALT PLANT LLC ADDRESS: 1516 MALMO LOOP RD LELAND, NC 28451 COUNTY: BRUNSWICK OWNER ORGANIZATION: B&K COASTAL LLC OWNER TYPE: NON-GOVERNMENT PERMIT TYPE: ASPHALT PAVING MIXTURE STORMWATER DISCHARGE COC EFFECTIVE DATE: 2/11/2011 EXPIRATION DATE: 9/30/2014 ISSUE DATE: NOT REPORTED PERMIT STATUS: EXPIRED ADMINISTRATION REGIONAL: WILMINGTON BASIN NAME: CAPE FEAR SITE DETAILS REGULATED ACTIVITY: NOT REPORTED Back to Report Summary 16 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 64 ft. (Lower than TP) SITE INFORMATION PERMIT NUMBER: SW8990246 SITE NAME: MALMO ROAD ASPHALT PLANT - LELAND ADDRESS: 1516 MALMO LOOP RD NE LELAND, NC COUNTY: BRUNSWICK OWNER ORGANIZATION: NOT REPORTED OWNER TYPE: NOT REPORTED PERMIT TYPE: STATE STORMWATER EFFECTIVE DATE: 12/20/2010 EXPIRATION DATE: 7/7/2023 ISSUE DATE: 7/7/1999 PERMIT STATUS: ACTIVE ADMINISTRATION REGIONAL: WILMINGTON BASIN NAME: CAPE FEAR SITE DETAILS REGULATED ACTIVITY: STATE STORMWATER - HD - DETENTION POND Back to Report Summary 17 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 64 ft. (Lower than TP) SITE INFORMATION FACILITY ID: 00-0-0000004144 SITE NAME: MAINTENANCE,INC. ADDRESS: 1516 MALMO LOOP RD LELAND, NC 28451 COUNTY: BRUNSWICK CONTACT NAME: E.G. DALE ENTERPRISE CONTACT ADDRESS: VILLAGE RD P.O BOX 157 LELAND, NC 28451 TANK INFORMATION TANK ID: 1 INSTALLED DATE: 4/12/1966 TANK STATUS: REMOVED PRODUCT NAME: GASOLINE, GAS MIX TANK CAPACITY: 6000 MAIN TANK: 0 ROOT TANK ID: NOT REPORTED PERMANENT CLOSED DATE: 1/1/1990 COMPARTMENT TANK: 0 MANIFOLD TANK: NOT REPORTED TANK CONSTRUCTION: SINGLE WALL STEEL PIPING CONSTRUCTION: SINGLE WALL STEEL PIPING SYSTEM: UNKNOWN OTHER CP TANK: NOT REPORTED SPILL PROTECTION: UNKNOWN PRESSURIZED LEAK DETECTION: UNKNOWN OVERFILL PROTECTION: UNKNOWN COMMERCIAL?: YES REGULATED?: YES CERTIFICATION NUMBER: NOT REPORTED ----------------------- TANK ID: 2 INSTALLED DATE: 4/12/1966 TANK STATUS: REMOVED PRODUCT NAME: GASOLINE, GAS MIX TANK CAPACITY: 4000 MAIN TANK: 0 ROOT TANK ID: NOT REPORTED PERMANENT CLOSED DATE: 1/1/1990 COMPARTMENT TANK: 0 MANIFOLD TANK: NOT REPORTED TANK CONSTRUCTION: SINGLE WALL STEEL PIPING CONSTRUCTION: SINGLE WALL STEEL PIPING SYSTEM: UNKNOWN 18 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST) OTHER CP TANK: NOT REPORTED SPILL PROTECTION: UNKNOWN PRESSURIZED LEAK DETECTION: UNKNOWN OVERFILL PROTECTION: UNKNOWN COMMERCIAL?: YES REGULATED?: YES CERTIFICATION NUMBER: NOT REPORTED ----------------------- TANK ID: 3 INSTALLED DATE: 4/8/1982 TANK STATUS: REMOVED PRODUCT NAME: GASOLINE, GAS MIX TANK CAPACITY: 1000 MAIN TANK: 0 ROOT TANK ID: NOT REPORTED PERMANENT CLOSED DATE: 1/1/1990 COMPARTMENT TANK: 0 MANIFOLD TANK: NOT REPORTED TANK CONSTRUCTION: SINGLE WALL STEEL PIPING CONSTRUCTION: SINGLE WALL STEEL PIPING SYSTEM: UNKNOWN OTHER CP TANK: NOT REPORTED SPILL PROTECTION: UNKNOWN PRESSURIZED LEAK DETECTION: UNKNOWN OVERFILL PROTECTION: UNKNOWN COMMERCIAL?: YES REGULATED?: YES CERTIFICATION NUMBER: NOT REPORTED ----------------------- TANK ID: 4 INSTALLED DATE: 4/8/1982 TANK STATUS: REMOVED PRODUCT NAME: DIESEL TANK CAPACITY: 1000 MAIN TANK: 0 ROOT TANK ID: NOT REPORTED PERMANENT CLOSED DATE: 1/1/1990 COMPARTMENT TANK: 0 MANIFOLD TANK: NOT REPORTED TANK CONSTRUCTION: SINGLE WALL STEEL PIPING CONSTRUCTION: SINGLE WALL STEEL PIPING SYSTEM: UNKNOWN OTHER CP TANK: NOT REPORTED SPILL PROTECTION: UNKNOWN PRESSURIZED LEAK DETECTION: UNKNOWN OVERFILL PROTECTION: UNKNOWN COMMERCIAL?: YES 19 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST) REGULATED?: YES CERTIFICATION NUMBER: NOT REPORTED ----------------------- TANK ID: 5 INSTALLED DATE: 4/11/1968 TANK STATUS: REMOVED PRODUCT NAME: KEROSENE, KERO MIX TANK CAPACITY: 550 MAIN TANK: 0 ROOT TANK ID: NOT REPORTED PERMANENT CLOSED DATE: 1/1/1990 COMPARTMENT TANK: 0 MANIFOLD TANK: NOT REPORTED TANK CONSTRUCTION: SINGLE WALL STEEL PIPING CONSTRUCTION: SINGLE WALL STEEL PIPING SYSTEM: UNKNOWN OTHER CP TANK: NOT REPORTED SPILL PROTECTION: UNKNOWN PRESSURIZED LEAK DETECTION: UNKNOWN OVERFILL PROTECTION: UNKNOWN COMMERCIAL?: YES REGULATED?: YES CERTIFICATION NUMBER: NOT REPORTED Back to Report Summary 20 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 64 ft. (Lower than TP) SITE INFORMATION UNIQUE ID: 980811 PLANT ID: 980811 NAME: MALMO ASPHALT PLANT ADDRESS: 1520 MALMO LOOP ROAD LELAND, NC 28451 CLASSIFICATION: POTENTIAL UNCONTROLLED EMISSIONS <100 TONS/YEAR OPERATION STATUS: OPERATING STATE COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS FACILITY TYPE: PRIVATELY OWNED/OPERATED CURRENT HIGH PRIORITY VIOLATOR: NOT REPORTED SIC DESCRIPTION: ESTABLISHMENTS PRIMARILY ENGAGED IN MANUFACTURING ASPHALT AND TAR PAVING MIXTURES; AND PAVING BLOCKS MADE OF ASPHALT AND VARIOUS COMPOSITIONS OF ASPHALT OR TAR WITH OTHER MATERIALS. ENFORCEMENT ACTIONS DATE ACHIEVED: 09/29/2014 DATE RECORDED: 10/03/2014 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 06/12/2013 DATE RECORDED: 07/05/2013 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 08/16/2012 DATE RECORDED: 08/20/2012 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 21 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) DATE ACHIEVED: 08/03/2011 DATE RECORDED: 05/09/2012 NATIONAL ACTION TYPE: STATE PCE/OFF-SITE ALL AIR PROGRAM: SIP SOURCE RESULTS OF STACK TEST AND TITLE V: ACTION ACHIEVED POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 07/20/2011 DATE RECORDED: 05/09/2012 NATIONAL ACTION TYPE: STATE PCE/OFF-SITE ALL AIR PROGRAM: SIP SOURCE RESULTS OF STACK TEST AND TITLE V: IN VIOLATION POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 07/20/2011 DATE RECORDED: 05/09/2012 NATIONAL ACTION TYPE: STATE NOV ISSUED ALL AIR PROGRAM: SIP SOURCE RESULTS OF STACK TEST AND TITLE V: IN VIOLATION POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 07/12/2011 DATE RECORDED: 05/09/2012 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 06/24/2010 DATE RECORDED: 05/09/2012 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED 22 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 04/21/2010 DATE RECORDED: 05/09/2012 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 01/20/2010 DATE RECORDED: 05/09/2012 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 01/15/2010 DATE RECORDED: 05/09/2012 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 12/17/2009 DATE RECORDED: 05/09/2012 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 12/16/2009 DATE RECORDED: 05/09/2012 23 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 11/13/2008 DATE RECORDED: 05/09/2012 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 11/13/2008 DATE RECORDED: 12/02/2008 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 11/02/2007 DATE RECORDED: 11/06/2007 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 10/11/2007 DATE RECORDED: 11/06/2007 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 24 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) DATE ACHIEVED: 04/27/2007 DATE RECORDED: 05/09/2007 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 10/17/2006 DATE RECORDED: 12/06/2006 NATIONAL ACTION TYPE: STATE NOV ISSUED ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN VIOLATION POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 11/10/2005 DATE RECORDED: 01/13/2006 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 04/01/2005 DATE RECORDED: 05/12/2005 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 02/13/2004 DATE RECORDED: 03/11/2004 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE 25 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 04/19/2002 DATE RECORDED: 12/14/2002 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 03/11/2002 DATE RECORDED: 05/13/2003 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 04/19/2001 DATE RECORDED: 10/12/2001 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 06/08/2000 DATE RECORDED: 05/07/2001 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 02/08/2000 26 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) DATE RECORDED: 05/18/2000 NATIONAL ACTION TYPE: NOTICE OF STARTUP ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 01/06/2000 DATE RECORDED: 05/18/2000 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 08/24/1999 DATE RECORDED: 12/16/1999 NATIONAL ACTION TYPE: STATE PCE/ON-SITE ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: PARTICULATE MATTER < 10 UM ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 03/11/1999 DATE RECORDED: 11/06/2006 NATIONAL ACTION TYPE: STATE NOV ISSUED ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED PENALTY AMOUNT: 0 DATE ACHIEVED: 03/11/1999 DATE RECORDED: 05/18/2000 NATIONAL ACTION TYPE: NEW SOURCE COMMENCE CONSTRUCTION ALL AIR PROGRAM: SIP SOURCE,NSPS RESULTS OF STACK TEST AND TITLE V: IN COMPLIANCE POLLUTANT: NOT REPORTED ALL POLLUTION IN VIOLATION: NOT REPORTED TYPE OF VIOLATION(S): NOT REPORTED 27 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) PENALTY AMOUNT: 0 AIR PROGRAM AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: NOT REPORTED AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: NOT REPORTED AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: ARSENIC COMPOUNDS AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: CHROMIUM VI AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: FACILITY-WIDE PERMIT REQUIREMENTS AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT: PARTICULATE MATTER < 10 UM AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION POLLUTANT: TOTAL PARTICULATE MATTER AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION POLLUTANT: VOLATILE ORGANIC COMPOUNDS AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS 28 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) POLLUTANT: FACILITY-WIDE PERMIT REQUIREMENTS AIR PROGRAM STATUS: OPERATING EPA COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS POLLUTANT COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION POLLUTANT: PARTICULATE MATTER < 10 UM HISTORICAL COMPLIANCE AIR PROGRAM LEVEL AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0804 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1402 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1103 HISTORICAL COMPLIANCE STATUS: IN VIOLATION WITH REGARD TO PROCEDURAL COMPLIANCE AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1004 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1202 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0903 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0801 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1101 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1003 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE 29 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) COMPLIANCE DATE (YYYQ): 1201 HISTORICAL COMPLIANCE STATUS: IN VIOLATION WITH REGARD TO PROCEDURAL COMPLIANCE AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1304 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0903 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1101 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1302 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0802 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0802 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1104 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0902 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1103 HISTORICAL COMPLIANCE STATUS: IN VIOLATION WITH REGARD TO PROCEDURAL COMPLIANCE AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0901 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1201 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS 30 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0704 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1104 HISTORICAL COMPLIANCE STATUS: IN VIOLATION WITH REGARD TO PROCEDURAL COMPLIANCE AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0803 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1201 HISTORICAL COMPLIANCE STATUS: IN VIOLATION WITH REGARD TO PROCEDURAL COMPLIANCE AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0803 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1103 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0802 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0802 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0901 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0604 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0801 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS 31 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0703 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0702 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0804 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0604 HISTORICAL COMPLIANCE STATUS: IN VIOLATION WITH REGARD TO BOTH EMISSIONS AND PROCEDURAL COMPLIANCE AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0701 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0701 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0804 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0703 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0801 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0704 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1104 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0702 32 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1204 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0604 HISTORICAL COMPLIANCE STATUS: IN VIOLATION WITH REGARD TO BOTH EMISSIONS AND PROCEDURAL COMPLIANCE AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1104 HISTORICAL COMPLIANCE STATUS: IN VIOLATION WITH REGARD TO PROCEDURAL COMPLIANCE AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0704 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0701 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1403 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1102 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1103 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0702 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1003 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0902 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS 33 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0702 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1001 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1303 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0801 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1401 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1302 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0904 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1002 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1102 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1001 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0803 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS 34 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) COMPLIANCE DATE (YYYQ): 0703 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0704 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1204 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1201 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1203 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0701 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0901 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1402 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1203 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1304 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1303 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0803 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION 35 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 0703 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1301 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1004 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1403 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1401 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0904 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0604 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION AIR PROGRAM: SIP SOURCE COMPLIANCE DATE (YYYQ): 1202 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1002 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 1301 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE WITH PROCEDURAL REQUIREMENTS AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0804 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION 36 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) AIR PROGRAM: NSPS COMPLIANCE DATE (YYYQ): 0901 HISTORICAL COMPLIANCE STATUS: IN COMPLIANCE - INSPECTION Back to Report Summary 37 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 64 ft. (Lower than TP) FACILITY INFORMATION REGISTRY ID: 110001979280 NAME: MALMO ASPHALT PLANT LOCATION ADDRESS: 1516 MALMO LOOP ROAD LELAND, NC 28451 COUNTY: BRUNSWICK EPA REGION: 04 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: MALMO ASPHALT PLANT MALMO ASPHALT PLANT LLC PROGRAM/S LISTED FOR THIS FACILITY NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NC-FITS - NORTH CAROLINA - FACILITY IDENTIFICATION TEMPLATE FOR STATES AIRS/AFS - AEROMETRIC INFORMATION RETRIEVAL SYSTEM / AIRS FACILITY SYSTEM EIS - *DEFINITION NOT PROVIDED BY REPORTING AGENCY AIR - *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) 2951 - ASPHALT PAVING MIXTURES AND BLOCKS NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) 324121 - ASPHALT PAVING MIXTURE AND BLOCK MANUFACTURING. 324121 - ASPHALT PAVING MIXTURE AND BLOCK MANUFACTURING. 324121 - ASPHALT PAVING MIXTURE AND BLOCK MANUFACTURING. 324121 - ASPHALT PAVING MIXTURE AND BLOCK MANUFACTURING. 324121 - ASPHALT PAVING MIXTURE AND BLOCK MANUFACTURING. 324121 - ASPHALT PAVING MIXTURE AND BLOCK MANUFACTURING. Back to Report Summary 38 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 64 ft. (Lower than TP) FACILITY INFORMATION NPDES ID: NCG160203INPDES FACILITY #: 110001979280 NAME: MALMO ASPHALT PLANT LLC PHYSICAL ADDRESS: 1516 MALMO LOOP RD NULL LELAND NC 28451 COUNTY: BRUNSWICK FACILITY TYPE: PRIVATELY OWNED FACILITY IMPAIRED WATERS: NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION - NOT REPORTED - PERMITS FACILITY TYPE INDICATOR: NON-POTABLE WATER PERMIT TYPE: GENERAL PERMIT COVERED FACILITY MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: EXPIRED WATER BODY: NOT REPORTED PERMIT NAME: B&K COASTAL LLC AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 2/11/2011 ISSUE DATE: 2/11/2011 ISSUING AGENCY: NOT REPORTED EFFECTIVE DATE: 2/11/2011 EXPIRATION DATE: 9/30/2014 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: NOT REPORTED PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: YES REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS MONITOR TYPE: EVALUATION LEAD AGENCY: STATE ACTUAL BEGIN DATE: 06/27/2013 ACTUAL END DATE: 06/27/2013 HISTORIC COMPLIANCE - NO HISTORIC COMPLIANCE REPORTED - SINGLE EVENT VIOLATIONS - NO SINGLE EVENT VIOLATIONS REPORTED - FORMAL ENFORCEMENT ACTIONS - NO FORMAL ENFORCEMENT ACTIONS REPORTED - EFFLUENT VIOLATIONS - NOT REPORTED - 39 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) EFFLUENT VIOLATIONS contd.. - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Back to Report Summary 40 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 64 ft. (Lower than TP) FACILITY INFORMATION PERMIT #: NCG160203 NAME: MALMO ASPHALT PLANT LLC PHYSICAL ADDRESS: 1516 MALMO LOOP RD LELAND, NC NOT REPORT FACILITY TYPE: INDUSTRIAL PERMIT TYPE: GENERAL PERMIT EXPIRED: 09/30/2014 RECEIVING WATERS: COW PEN BRANCH STANDARD INDUSTRIAL CODE: ESTABLISHMENTS PRIMARILY ENGAGED IN MANUFACTURING ASPHALT AND TAR PAVING MIXTURES; AND PAVING BLOCKS MADE OF ASPHALT AND VARIOUS COMPOSITIONS OF ASPHALT OR TAR WITH OTHER MATERIALS. INSPECTIONS - NO INSPECTIONS REPORTED - HISTORIC COMPLIANCE HISTORIC LAST REPORTED NON-COMPLIANCE: HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): NOT REPORTED 20122 EFFLUENT VIOLATIONS - NO EFFLUENT VIOLATIONS REPORTED - SINGLE EVENT VIOLATIONS - NO SINGLE EVENT VIOLATIONS REPORTED - COMPLIANCE SCHEDULE VIOLATIONS - NO COMPLIANCE SCHEDULE VIOLATIONS REPORTED - ENFORCEMENT ACTIONS AND PENALTIES - NO ENFORCEMENT ACTIONS AND PENALTIES REPORTED - Back to Report Summary 41 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 64 ft. (Lower than TP) SITE INFORMATION FACILITY ID: 1000097 SITE NAME: MALMO ASPHALT PLANT ADDRESS: 1520 MALMO LOOP ROAD LELAND, NC 28451 COUNTY: BRUNSWICK REGIONAL OFFICE: WILMINGTON REGIONAL OFFICE TECHNICAL/PERMIT CONTACT: MR KEITH STARK CONTACT ADDRESS: P.O. BOX 2101 WILMINGTON, NC 28402 CONTACT PHONE: (910) 794-1341 SITE DETAILS PERMIT NUMBER: 08716R06 PERMIT CLASS: SMALL ISSUE DATE: 02/06/15 EXPIRATION DATE: 10/31/21 LINK TO LATEST PERMIT (IF AVAILABLE): http://xapps.ncdenr.org/aq/fdocsservlet/137427 ----------------------- PERMIT NUMBER: 08716R05 PERMIT CLASS: SMALL ISSUE DATE: 06/25/14 EXPIRATION DATE: 10/31/21 LINK TO LATEST PERMIT (IF AVAILABLE): http://xapps.ncdenr.org/aq/fdocsservlet/128983 ----------------------- PERMIT NUMBER: 08716R05 PERMIT CLASS: SMALL ISSUE DATE: 06/25/14 EXPIRATION DATE: 10/31/21 LINK TO LATEST PERMIT (IF AVAILABLE): http://xapps.ncdenr.org/aq/fdocsservlet/122029 ----------------------- PERMIT NUMBER: 08716R04 PERMIT CLASS: SMALL ISSUE DATE: 11/07/13 EXPIRATION DATE: 10/31/21 LINK TO LATEST PERMIT (IF AVAILABLE): http://xapps.ncdenr.org/aq/fdocsservlet/122029 Back to Report Summary 42 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS) MAP ID# 2 Distance from Property: 0.67 mi. (3,538 ft.) SE Elevation: 69 ft. (Higher than TP) SITE INFORMATION ID NUMBER: NCD091572073 SITE NAME: NATIONAL STARCH & CHEMICAL COMPANY ADDRESS: 2271 ANDREW JACKSON HWY LELAND, NC COUNTY: BRUNSWICK SITES PRIORITY LIST: YES VOLUNTARY ACTION UNDER AGREEMENT: NO EVALUATION PENDING: NO POLLUTANT ONLY SITE-OPEN: NO POLLUTANT ONLY SITE-NFA: NO POLLUTANT ONLY SITE-NO FURTHER ACTION RESTRICTED: NO NO FURTHER ACTION: NO NO FURTHER ACTION RESTRICTED USE: NO Back to Report Summary 43 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS) MAP ID# 2 Distance from Property: 0.67 mi. (3,538 ft.) SE Elevation: 69 ft. (Higher than TP) SITE INFORMATION GS ID: 854*HSDS SUPERFUND ID: 091 572 073 SITE ID DESIGNATED AS SUPERFUND CLEANUP SITE: 861 COMPANY NAME: NATIONAL STARCH & CHEMICAL COMPANY CITY/STATE/ZIP: LELAND, NC 28451 COUNTY: BRUNSWICK LATITUDE/LONGITUDE: 34 15 23.312290 / 78 5 4.151781 SITE TYPE: FEDERAL PERIMETER: 1401.131 AREA: 118453.550 Back to Report Summary 44 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS) This list contains sites that could not be mapped due to limited or incomplete address information. No Records Found 45 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites Summary AIRSAFS Aerometric Information Retrieval System / Air Facility Subsystem VERSION DATE: 10/20/14 The United States Environmental Protection Agency (EPA) modified the Aerometric Information Retrieval System (AIRS) to a database that exclusively tracks the compliance of stationary sources of air pollution with EPA regulations: the Air Facility Subsystem (AFS). Since this change in 2001, the management of the AIRS/AFS database was assigned to EPA's Office of Enforcement and Compliance Assurance. BRS Biennial Reporting System VERSION DATE: 12/31/11 The United States Environmental Protection Agency (EPA), in cooperation with the States, biennially collects information regarding the generation, management, and final disposition of hazardous wastes regulated under the Resource Conservation and Recovery Act of 1976 (RCRA), as amended. The Biennial Report captures detailed data on the generation of hazardous waste from large quantity generators and data on waste management practices from treatment, storage and disposal facilities. Currently, the EPA states that data collected between 1991 and 1997 was originally a part of the defunct Biennial Reporting System and is now incorporated into the RCRAInfo data system. CDL Clandestine Drug Laboratory Locations VERSION DATE: 01/20/16 The U.S. Department of Justice ("the Department") provides this information as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. The Department does not establish, implement, enforce, or certify compliance with clean-up or remediation standards for contaminated sites; the public should contact a state or local health department or environmental protection agency for that information. DOCKETS EPA Docket Data VERSION DATE: 12/22/05 The United States Environmental Protection Agency Docket data lists Civil Case Defendants, filing dates as far back as 1971, laws broken including section, violations that occurred, pollutants involved, penalties assessed and superfund awards by facility and location. Please refer to ICIS database as source of current data. EC Federal Engineering Institutional Control Sites VERSION DATE: 08/03/15 This database includes site locations where Engineering and/or Institutional Controls have been identified as part 46 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERAL of a selected remedy for the site as defined by United States Environmental Protection Agency official remedy decision documents. A site listing does not indicate that the institutional and engineering controls are currently in place nor will be in place once the remedy is complete; it only indicates that the decision to include either of them in the remedy is documented as of the completed date of the document. Institutional controls are actions, such as legal controls, that help minimize the potential for human exposure to contamination by ensuring appropriate land or resource use. Engineering controls include caps, barriers, or other device engineering to prevent access, exposure, or continued migration of contamination. ERNSNC Emergency Response Notification System VERSION DATE: 02/21/16 This National Response Center database contains data on reported releases of oil, chemical, radiological, biological, and/or etiological discharges into the environment anywhere in the United States and its territories. The data comes from spill reports made to the U.S. Environmental Protection Agency, U.S. Coast Guard, the National Response Center and/or the U.S. Department of Transportation. FRSNC Facility Registry System VERSION DATE: 02/03/16 The United States Environmental Protection Agency's Office of Environmental Information (OEI) developed the Facility Registry System (FRS) as the centrally managed database that identifies facilities, sites or places subject to environmental regulations or of environmental interest. The Facility Registry System replaced the Facility Index System or FINDS database. HMIRSR04 Hazardous Materials Incident Reporting System VERSION DATE: 11/08/15 The HMIRS database contains unintentional hazardous materials release information reported to the U.S. Department of Transportation located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. ICIS Integrated Compliance Information System (formerly DOCKETS) VERSION DATE: 12/06/15 ICIS is a case activity tracking and management system for civil, judicial, and administrative federal Environmental Protection Agency enforcement cases. ICIS contains information on federal administrative and federal judicial cases under the following environmental statutes: the Clean Air Act, the Clean Water Act, the Resource Conservation and Recovery Act, the Emergency Planning and Community Right-to-Know Act - Section 313, the Toxic Substances Control Act, the Federal Insecticide, Fungicide, and Rodenticide Act, the Comprehensive Environmental Response, Compensation, and Liability Act, the Safe Drinking Water Act, and the Marine Protection, Research, and Sanctuaries Act. 47 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERAL ICISNPDES Integrated Compliance Information System National Pollutant Discharge Elimination System VERSION DATE: 12/20/15 In 2006, the Integrated Compliance Information System (ICIS) - National Pollutant Discharge Elimination System (NPDES) became the NPDES national system of record for select states, tribes and territories. ICIS-NPDES is an information management system maintained by the United States Environmental Protection Agency's Office of Compliance to track permit compliance and enforcement status of facilities regulated by the NPDES under the Clean Water Act. ICIS-NPDES is designed to support the NPDES program at the state, regional, and national levels. LUCIS Land Use Control Information System VERSION DATE: 09/01/06 The LUCIS database is maintained by the U.S. Navy and contains information for former Base Realignment and Closure (BRAC) properties across the United States. MLTS Material Licensing Tracking System VERSION DATE: 02/12/16 MLTS is a list of approximately 8,100 sites which have or use radioactive materials subject to the United States Nuclear Regulatory Commission (NRC) licensing requirements. NPDESR04 National Pollutant Discharge Elimination System VERSION DATE: 04/01/07 Information in this database is extracted from the Water Permit Compliance System (PCS) database which is used by United States Environmental Protection Agency to track surface water permits issued under the Clean Water Act. The NPDES database was collected from December 2002 until April 2007. Refer to the PCS and/or ICIS-NPDES database as source of current data. This database includes permitted facilities located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. PADS PCB Activity Database System VERSION DATE: 07/01/14 The PCB Activity Database System (PADS) is used by the United States Environmental Protection Agency to monitor the activities of polychlorinated biphenyls (PCB) handlers. PCSR04 Permit Compliance System VERSION DATE: 08/01/12 48 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERAL The Permit Compliance System is used in tracking enforcement status and permit compliance of facilities controlled by the National Pollutant Discharge Elimination System (NPDES) under the Clean Water Act and is maintained by the United States Environmental Protection Agency's Office of Compliance. PCS is designed to support the NPDES program at the state, regional, and national levels. This database includes permitted facilities located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. PCS has been modernized, and no longer exists. National Pollutant Discharge Elimination System (ICIS-NPDES) data can now be found in Integrated Compliance Information System (ICIS). RCRASC RCRA Sites with Controls VERSION DATE: 02/23/16 This list of Resource Conservation and Recovery Act sites with institutional controls in place is provided by the U.S. Environmental Protection Agency. SFLIENS CERCLIS Liens VERSION DATE: 06/08/12 A Federal CERCLA ("Superfund") lien can exist by operation of law at any site or property at which United States Environmental Protection Agency has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. This database contains those CERCLIS sites where the Lien on Property action is complete. SSTS Section Seven Tracking System VERSION DATE: 12/08/14 The United States Environmental Protection Agency tracks information on pesticide establishments through the Section Seven Tracking System (SSTS). SSTS records the registration of new establishments and records pesticide production at each establishment. The Federal Insecticide, Fungicide and Rodenticide Act (FIFRA) requires that production of pesticides or devices be conducted in a registered pesticide-producing or device- producing establishment. ("Production" includes formulation, packaging, repackaging, and relabeling.) TRI Toxics Release Inventory VERSION DATE: 12/31/14 The Toxics Release Inventory, provided by the United States Environmental Protection Agency, includes data on toxic chemical releases and waste management activities from certain industries as well as federal and tribal facilities. This inventory contains information about the types and amounts of toxic chemicals that are released each year to the air, water, and land as well as information on the quantities of toxic chemicals sent to other facilities for further waste management. 49 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERAL TSCA Toxic Substance Control Act Inventory VERSION DATE: 12/31/06 The Toxic Substances Control Act (TSCA) was enacted in 1976 to ensure that chemicals manufactured, imported, processed, or distributed in commerce, or used or disposed of in the United States do not pose any unreasonable risks to human health or the environment. TSCA section 8(b) provides the United States Environmental Protection Agency authority to "compile, keep current, and publish a list of each chemical substance that is manufactured or processed in the United States." This TSCA Chemical Substance Inventory contains non-confidential information on the production amount of toxic chemicals from each manufacturer and importer site. NLRRCRAG No Longer Regulated RCRA Generator Facilities VERSION DATE: 02/09/16 This database includes RCRA Generator facilities that are no longer regulated by the United States Environmental Protection Agency or do not meet other RCRA reporting requirements. This listing includes facilities that formerly generated hazardous waste. Large Quantity Generators: Generate 1,000 kg or more of hazardous waste during any calendar month; or Generate more than 1 kg of acutely hazardous waste during any calendar month; or Generate more than 100 kg of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, or acutely hazardous waste during any calendar month; or Generate 1 kg or less of acutely hazardous waste during any calendar month, and accumulate more than 1kg of acutely hazardous waste at any time; or Generate 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, of acutely hazardous waste during any calendar month, and accumulated more than 100 kg of that material at any time. Small Quantity Generators: Generate more than 100 and less than 1000 kilograms of hazardous waste during any calendar month and accumulate less than 6000 kg of hazardous waste at any time; or Generate 100 kg or less of hazardous waste during any calendar month, and accumulate more than 1000 kg of hazardous waste at any time. Conditionally Exempt Small Quantity Generators: Generate 100 kilograms or less of hazardous waste per calendar month, and accumulate 1000 kg or less of hazardous waste at any time; or Generate one kilogram or less of acutely hazardous waste per calendar month, and accumulate at any time: 1 kg or less of acutely hazardous waste; or 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, or acutely hazardous waste; or Generate 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, or acutely hazardous waste during any calendar month, and accumulate at any time: 1 kg or less of acutely hazardous waste; or 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, of acutely hazardous waste. RCRAGR04 Resource Conservation & Recovery Act - Generator Facilities VERSION DATE: 02/09/16 This database includes sites listed as generators of hazardous waste (large, small, and exempt) in the RCRAInfo 50 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERAL system. The United States Environmental Protection Agency defines RCRAInfo as the comprehensive information system which provides access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRAInfo replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System (RCRIS) and the Biennial Reporting System (BRS). This database includes permitted facilities located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. Large Quantity Generators: Generate 1,000 kg or more of hazardous waste during any calendar month; or Generate more than 1 kg of acutely hazardous waste during any calendar month; or Generate more than 100 kg of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, or acutely hazardous waste during any calendar month; or Generate 1 kg or less of acutely hazardous waste during any calendar month, and accumulate more than 1kg of acutely hazardous waste at any time; or Generate 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, of acutely hazardous waste during any calendar month, and accumulated more than 100 kg of that material at any time. Small Quantity Generators: Generate more than 100 and less than 1000 kilograms of hazardous waste during any calendar month and accumulate less than 6000 kg of hazardous waste at any time; or Generate 100 kg or less of hazardous waste during any calendar month, and accumulate more than 1000 kg of hazardous waste at any time. Conditionally Exempt Small Quantity Generators: Generate 100 kilograms or less of hazardous waste per calendar month, and accumulate 1000 kg or less of hazardous waste at any time; or Generate one kilogram or less of acutely hazardous waste per calendar month, and accumulate at any time: 1 kg or less of acutely hazardous waste; or 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, or acutely hazardous waste; or Generate 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, or acutely hazardous waste during any calendar month, and accumulate at any time: 1 kg or less of acutely hazardous waste; or 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, of acutely hazardous waste. RCRANGR04 Resource Conservation & Recovery Act - Non-Generator Facilities VERSION DATE: 02/09/16 This database identifies RCRAInfo system sites that only handle hazardous waste, such as transporters, without generating any amount hazardous waste. The United States Environmental Protection Agency defines RCRAInfo as the comprehensive information system which provides access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRAInfo replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System (RCRIS) and the Biennial Reporting System (BRS). This database includes permitted facilities located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. HISTPST Historical Gas Stations VERSION DATE: NR 51 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERAL This historic directory of service stations is provided by the Cities Service Company. The directory includes Cities Service filling stations that were located throughout the United States in 1930. BF Brownfields Management System VERSION DATE: 01/28/16 Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. The United States Environmental Protection Agency maintains this database to track activities in the various brown field grant programs including grantee assessment, site cleanup and site redevelopment. This database included tribal brownfield sites. DNPL Delisted National Priorities List VERSION DATE: 07/22/15 This database includes sites from the United States Environmental Protection Agency’s Final National Priorities List (NPL) where remedies have proven to be satisfactory or sites where the original analyses were inaccurate, and the site is no longer appropriate for inclusion on the NPL, and final publication in the Federal Register has occurred. NLRRCRAT No Longer Regulated RCRA Non-CORRACTS TSD Facilities VERSION DATE: 02/09/16 This database includes RCRA Non-Corrective Action TSD facilities that are no longer regulated by the United States Environmental Protection Agency or do not meet other RCRA reporting requirements. This listing includes facilities that formerly treated, stored or disposed of hazardous waste. ODI Open Dump Inventory VERSION DATE: 06/01/85 The open dump inventory was published by the United States Environmental Protection Agency. An “open dump” is defined as a facility or site where solid waste is disposed of which is not a sanitary landfill which meets the criteria promulgated under section 4004 of the Solid Waste Disposal Act (42 U.S.C. 6944) and which is not a facility for disposal of hazardous waste. This inventory has not been updated since June 1985. RCRAT Resource Conservation & Recovery Act - Non-CORRACTS Treatment, Storage & Disposal Facilities VERSION DATE: 02/09/16 This database includes Non-Corrective Action sites listed as treatment, storage and/or disposal facilities of hazardous waste in the RCRAInfo system. The United States Environmental Protection Agency defines RCRAInfo as the comprehensive information system which provides access to data supporting the Resource 52 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERAL Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRAInfo replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System (RCRIS) and the Biennial Reporting System (BRS). SEMS Superfund Enterprise Management System VERSION DATE: 03/07/16 The U.S. Environmental Protections Agency's (EPA) Office of Solid Waste and Emergency Response, Office of Superfund Remediation and Technology Innovation (OSRTI), has implemented The Superfund Enterprise Management System (SEMS), formerly known as CERCLIS (Comprehensive Environmental Response, Compensation and Liability Information System) to track and report on clean-up and enforcement activities taking place at Superfund sites. SEMS represents a joint development and ongoing collaboration between Superfund's Remedial, Removal, Federal Facilities, Enforcement and Emergency Response programs. SEMSARCH Superfund Enterprise Management System Archived Site Inventory VERSION DATE: 03/16/16 The Superfund Enterprise Management System Archive listing (SEMS-ARCHIVE) has replaced the CERCLIS NFRAP reporting system in 2015. This listing reflect sites that have been assessed and no further remediation is planned and is of no further interest under the Superfund program. DOD Department of Defense Sites VERSION DATE: 06/21/10 This information originates from the National Atlas of the United States Federal Lands data, which includes lands owned or administered by the Federal government. Army DOD, Army Corps of Engineers DOD, Air Force DOD, Navy DOD and Marine DOD areas of 640 acres or more are included. FUDS Formerly Used Defense Sites VERSION DATE: 06/01/15 The Formerly Used Defense Sites (FUDS) inventory includes properties previously owned by or leased to the United States and under Secretary of Defense Jurisdiction, as well as Munitions Response Areas (MRAs). The remediation of these properties is the responsibility of the Department of Defense. This data is provided by the U.S. Army Corps of Engineers (USACE), the boundaries/polygon data are based on preliminary findings and not all properties currently have polygon data available. DISCLAIMER: This data represents the results of data collection/processing for a specific USACE activity and is in no way to be considered comprehensive or to be used in any legal or official capacity as presented on this site. While the USACE has made a reasonable effort to insure the accuracy of the maps and associated data, it should be explicitly noted that USACE makes no warranty, representation or guaranty, either expressed or implied, as to the content, sequence, accuracy, timeliness or completeness of any of the data provided herein. For additional information on Formerly Used Defense Sites please contact the USACE Public Affairs Office at (202) 528-4285. 53 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERAL NLRRCRAC No Longer Regulated RCRA Corrective Action Facilities VERSION DATE: 02/09/16 This database includes RCRA Corrective Action facilities that are no longer regulated by the United States Environmental Protection Agency or do not meet other RCRA reporting requirements. NPL National Priorities List VERSION DATE: 12/15/15 This database includes United States Environmental Protection Agency (EPA) National Priorities List sites that fall under the EPA's Superfund program, established to fund the cleanup of the most serious uncontrolled or abandoned hazardous waste sites identified for possible long-term remedial action. PNPL Proposed National Priorities List VERSION DATE: 07/22/15 This database contains sites proposed to be included on the National Priorities List (NPL) in the Federal Register. The United States Environmental Protection Agency investigates these sites to determine if they may present long-term threats to public health or the environment. RCRAC Resource Conservation & Recovery Act - Corrective Action Facilities VERSION DATE: 02/09/16 This database includes all hazardous waste sites with ongoing corrective action activity and where corrective action is statutorily required to be address but have not had corrective action imposed in the RCRAInfo system. The Corrective Action Program requires owners or operators of RCRA facilities (or treatment, storage, and disposal facilities) to investigate and cleanup contamination in order to protect human health and the environment. The United States Environmental Protection Agency defines RCRAInfo as the comprehensive information system which provides access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRAInfo replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System (RCRIS) and the Biennial Reporting System (BRS). RCRASUBC Resource Conservation & Recovery Act - Subject to Corrective Action Facilities VERSION DATE: 02/09/16 This database includes hazardous waste sites which are potentially subject to corrective action regardless of whether they have correction action underway, plus any sites showing a corrective action event of RFI or beyond in the RCRAInfo system. Sites conducting corrective action under analogous state authorities are also included. The United States Environmental Protection Agency defines RCRAInfo as the comprehensive information system which provides access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRAInfo replaces the data recording and 54 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERAL reporting abilities of the Resource Conservation and Recovery Information System (RCRIS) and the Biennial Reporting System (BRS). RODS Record of Decision System VERSION DATE: 07/01/13 These decision documents maintained by the United States Environmental Protection Agency describe the chosen remedy for NPL (Superfund) site remediation. They also include site history, site description, site characteristics, community participation, enforcement activities, past and present activities, contaminated media, the contaminants present, and scope and role of response action. 55 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERAL AFO Animal Feeding Operation Permits VERSION DATE: 02/01/16 This list of animal feeding operation permits is provided by the Water Quality Division of the North Carolina Department of Environment and Natural Resources. AIRS Air Permitted Facilities VERSION DATE: 04/04/16 This list of facilities with air quality permits is provided by the Air Quality Division of the North Carolina Department of Environment and Natural Resources. LUR Land Use Restricted Sites VERSION DATE: 10/01/15 This listing includes sites from the Inactive Hazardous Sites Inventory with a No Further Action Restricted Use status. The inventory is maintained by the Superfund Section of the Division of Waste Management in the North Carolina Department of Environment and Natural Resources (DENR). The DENR defines “Inactive Hazardous Sites” as areas where a hazardous substance release has come to be located and would include active and inactive facilities and a variety of property types. The term “inactive” refers to the fact that cleanup was inactive at large numbers of sites at the time of program enactment. After cleanup is complete, the site is transferred to a "No Further Action" status. NPDES National Pollutant Discharge Elimination System Permits VERSION DATE: 02/01/16 The Water Quality Division of the North Carolina Department of Environment and Natural Resources provides this list of National Pollutant Discharge Elimination System (NPDES) Permits. SPILLS Spills listing VERSION DATE: 02/16/16 This spills tracking database is provided by the Division of Water Quality’s Emergency Response Section of the North Carolina Department of Environment and Natural Resources (DENR). The data contains spills reported to the DENR since April of 2007. UIC Underground Injection Control Wells VERSION DATE: 04/12/16 This list of Underground Injection Control Wells is provided by the North Carolina Department of Environment and Natural Resources. 56 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERALEnvironmental Records Definitions - STATE (NC) UST Underground Storage Tanks VERSION DATE: 02/05/16 This Registered Tanks Database is maintained by the North Carolina Department of Environment and Natural Resources’ Division of Waste Management. The Underground Storage Tank Section in this Division issues permits, collects annual fees and handles requests for information for regulated and /or commercial underground storage tanks. The section ensures compliance with all relevant state and federal laws, policies, rules and regulations by assisting owners and operators in complying with operational standards (leak detection, spill and overfill detection, etc.). BF Brownfield Projects VERSION DATE: 03/01/16 The North Carolina Brownfields Program, which is administered by the Division of Waste Management of the Department of Environment and Natural Resources, works with prospective developers to place brownfields sites back into reuse. A "brownfields site" is an abandoned, idled or underused property where the threat of environmental contamination has hindered its redevelopment. The prospective developer, as defined by the Brownfields Property Reuse Act of 1997, is any person who desires to buy or sell a brownfields property for the purpose of redeveloping it and who did not cause or contribute to the contamination at the property. DSCASITES Dry-Cleaning Solvent Cleanup Act Program Sites VERSION DATE: 03/04/16 The Dry-cleaning Solvent Cleanup Act (DSCA) Program of the North Carolina Department of Environment and Natural Resources was established to help fund the cleanup of contamination at dry cleaning sites. Participation in the DSCA cleanup program is voluntary and is available to past and present facility owners, operators and property owners of both active and former dry cleaning and wholesale solvent distribution facilities. DSCA also established minimum management practices that all dry cleaning and wholesale solvent distribution facilities must follow in order to prevent environmental contamination. HISTLF Historic Landfills VERSION DATE: NR According to the Department of Environment and Natural Resources, Legislation in 2007 (SB1492) established a program to address pre-regulatory landfills that closed prior to January 1, 1983 when waste disposal permitting regulations commenced. This legislation adds new provisions to the Inactive Hazardous Sites Response Act for addressing these landfills. The program will be implemented by the Pre-Regulatory Landfill Unit within the Inactive Hazardous Sites Branch. This Pre-1983 landfill report contains only preliminary information and cannot be relied on to be complete or accurate. 57 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERALEnvironmental Records Definitions - STATE (NC) LAST Leaking Aboveground Storage Tanks VERSION DATE: 02/12/16 This Regional Aboveground Storage Tanks Incident Management Database is maintained by the North Carolina Department of Environment and Natural Resources’ Division of Waste Management. The Corrective Action Program oversees the assessment and cleanup of sites where releases to the environment have occurred. LUST Leaking Underground Storage Tanks VERSION DATE: 02/12/16 This Regional Underground Storage Tanks Incident Management Database (IMD) is maintained by the North Carolina Department of Environment and Natural Resources’ Division of Waste Management. The UST Corrective Action Program in this Division oversees the assessment and cleanup of sites where releases to the environment have occurred. LUSTFUND State Trust Funds Database VERSION DATE: 02/12/16 The North Carolina Department of Environment and Natural Resources’ Underground Storage Tank Program provides cleanup funds for reimbursement costs incurred during the cleanup of soil and groundwater contamination resulting from a release of petroleum from an underground storage tank. Two funds, the Commercial Trust Fund and the Noncommercial Trust Fund, have been established to reimburse tank owners, operators, and landowners for costs associated with cleanups. Commercial underground storage tanks include USTs containing petroleum products for resale, farm or residential motor fuel tanks with a capacity greater than 1,100 gallons, heating oil tanks greater than 1,100 gallons (unless they serve four or fewer households). Noncommercial underground storage tanks include heating oil tanks with a capacity of 1,100 gallons or less, heating oil tanks with a capacity greater than 1,100 gallons that serve one to four households, farm or residential motor fuel tanks with a capacity of 1,100 gallons or less. SWF Solid Waste Facilities VERSION DATE: 03/15/16 The North Carolina Department of Environment and Natural Resources’ Division of Waste Management provides this list of solid waste permitted facilities. VAP Voluntary Action Program Sites VERSION DATE: 10/01/15 This listing includes sites from the Inactive Hazardous Sites Inventory with a Voluntary Action Under Agreement status. The inventory is maintained by the Superfund Section of the Division of Waste Management in the North Carolina Department of Environment and Natural Resources (DENR). The DENR defines “Inactive Hazardous Sites” as areas where a hazardous substance release has come to be located and would include active and 58 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERALEnvironmental Records Definitions - STATE (NC) inactive facilities and a variety of property types. The term “inactive” refers to the fact that cleanup was inactive at large numbers of sites at the time of program enactment. If a party volunteers to clean up a site and enters into an agreement with the Inactive Hazardous Sites Branch, the site is then transferred to the Voluntary Action category. HSDS Hazardous Substance Disposal Sites VERSION DATE: 01/01/98 The North Carolina Department of Environment, Health, and Natural Resources, Division of Waste Management, Superfund Section in cooperation with the North Carolina Center for Geographic Information and Analysis (CGIA) developed the Hazardous Substance Disposal Sites data set, to enhance planning, siting, and impact analysis in areas directly affected by Hazardous Substance Disposal Sites. This dataset identifies locations of uncontrolled and unregulated, hazardous waste sites (formerly called superfund sites) in North Carolina, sites on the CERCLA Information System (CERCLIS), the National Priorities List, the State Inactive Hazardous Sites List, the Sites Priority List, and some Department of Defense sites. While efforts have been made to ensure that these data are accurate and reliable within the state of the art, CGIA cannot assume liability for any damages or misrepresentation caused by any inaccuracies in the data or as a result of changes to the data caused by system transfers. IHS Inactive Hazardous Sites VERSION DATE: 01/27/16 The Inactive Hazardous Sites Inventory is maintained by the Superfund Section of the Division of Waste Management in the North Carolina Department of Environment and Natural Resources (DENR). The DENR defines “Inactive Hazardous Sites” as areas where a hazardous substance release has come to be located and would include active and inactive facilities and a variety of property types. The term “inactive” refers to the fact that cleanup was inactive at large numbers of sites at the time of program enactment. This inventory also includes site status information for those sites listed on the October 2012 Report to the North Carolina General Assembly as they are transferred to the Sites Priority List; to the Voluntary Action category; and/or after cleanup is complete, to one of the "No Further Action" categories. 59 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERALEnvironmental Records Definitions - STATE (NC) USTR04 Underground Storage Tanks On Tribal Lands VERSION DATE: 04/01/15 Underground storage tanks on Tribal lands located in Region 4 include the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. LUSTR04 Leaking Underground Storage Tanks On Tribal Lands VERSION DATE: 03/01/15 Leaking underground storage tanks on Tribal lands located in Region 4 include the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. ODINDIAN Open Dump Inventory on Tribal Lands VERSION DATE: 11/08/06 This Indian Health Service database contains information about facilities and sites on tribal lands where solid waste is disposed of, which are not sanitary landfills or hazardous waste disposal facilities, and which meet the criteria promulgated under section 4004 of the Solid Waste Disposal Act (42 U.S.C. 6944). INDIANRES Indian Reservations VERSION DATE: 01/01/00 The Department of Interior and Bureau of Indian Affairs maintains this database that includes American Indian Reservations, off-reservation trust lands, public domain allotments, Alaska Native Regional Corporations and Recognized State Reservations. 60 of 60 www.geo-search.com 888-396-0042 Order# 66352 Job# 144073 Target Property SummaryDatabase SummaryDatabase Radius SummaryLocated Sites SummaryElevation SummaryNational Pollutant Discharge Elimination System Permits (NPDES)National Pollutant Discharge Elimination System Permits (NPDES)Underground Storage Tanks (UST)Aerometric Information Retrieval System / Air Facility Subsystem (AIRSAFS)Facility Registry System (FRSNC)Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES)Permit Compliance System (PCSR04)Air Permitted Facilities (AIRS)Inactive Hazardous Sites (IHS)Hazardous Substance Disposal Sites (HSDS)Unlocated Sites SummaryEnvironmental Records Definitions - FEDERALEnvironmental Records Definitions - STATE (NC)Environmental Records Definitions - TRIBAL Appendix D Appendix E Appendix F Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Malmo Asphalt Plant Viewing Southwest Malmo Asphalt Plant w/Secondary Containment Dike Hot Asphaltic Cement AST Vertical Petroleum ASTs Asphalt Drum Mixer Admixture ASTs Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Blind Sump in Secondary Containment Dike Petroleum Discharge Hose Outside Containment Dike Petroleum Stains Outside Containment Dike Propane AST Adjacent to Containment Dike LPG AST at South Side of Containment Dike Raw Material Surge Silos, Control Tower and Central Dust Collector Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Central Dust Collector and Raw Material Surge Silos Raw Material Surge Silos Feed Bins and Conveyor East of Asphalt Plant Air Compressor Shed West of Maintenance Building Compressor Blowdown Tube North of Shed Air Compressors Inside Shed Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Control Panel Inside Control Tower 9” Floor Tile Inside Control Tower QA/QC Lab and Maintenance Building QA/QC Room Maintenance Room in Basement Maintenance Room in Basement Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Maintenance Room in Basement Battery in Maintenance Room Basement Lawnmower Adjacent to QA/QC Building Maintenance Work Station Outside QA/QC Building Eastern Portion of Subject Property Adjacent to Offsite Maintenance Facility Pole Transformer West of Asphalt Plant (w/blue dots) Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Abandoned AST SE of Asphalt Plant Petroleum Impacted Soil Below Abandoned AST Air Compressor Shed West of QA/QC Building Blowdown Discharge with Oil Stain North of Air Compressor Shed Air Compressor Inside Compressor Shed 5-Gallon Pail of Gear Oil Inside Compressor Shed Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Release Agent Station West of Asphalt Plant Mobile Air Compressor South of Asphalt Plant Wellhouse West of Asphalt Plant Inactive AST South of Asphalt Plant Truck Wash Station West of Asphalt Plant Sedimentation Ponds NW of Asphalt Plant Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Septic Drainfield East of Asphalt Plant 300-Gallon AntiStat Tote South of Asphalt Plant Molybdenum-Based Lubricant 55-gallon drums south of Asphalt Plant Soil Staining Below Molybdenum Drums RAP Pile in South Central Portion of Subject Property Debris Pile in South Central Portion of Subject Property Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 RAP Pile and Former Location of RAP Machine in South Central Portion of Subject Property RAP and Debris Piles in South Central Portion of Subject Property Trash Pile in South Central Portion of Subject Property Individual 5-gallon Pails in Trash Pile Anomalous Pile in South Central Portion of Subject Property Stockpile of Gravel Along Western P/L Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Concrete Pipes Along Western P/L Debris Piles and Concrete Pipe Along Southern P/L PVC Piping Along Southern P/L Large Diameter Plastic Piping Along Southern P/L Assorted Plastic and Metal Debris Piles Along Southern P/L Assorted Concrete Piping and Debris Piles Along Southern P/L Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Plastic 55-gallon DOT Drums and Debris Piles Along Southern P/L Unmarked Machine Along Southern P/L AST Tankfarm #1 (7 Tanks) Along Southern P/L AST Tankfarm #2 (3 tanks) Along Southern P/L Tire Pile Along Southern P/L Oil Storage Tote w/Staining on Ground Surface Along Southern P/L Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 Area of Free Product on Ground Debris Pile and 300-gallon Tote Along Southern P/L Contents of Plastic Tote (Gray Chips) 55-Gallon Drums (SpecChem) along Southern P/L GP-17 Adjacent to Air Compressor Shed GP-19 West of Asphalt Containment Dike Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 TP-1- Trash Pile w/Sulfur Odor (no PID readings) TP-3- RAP w/Organic Odor TP-4- RAP w/No Odor TP-5- RAP/Sand w/No Odor TP-6- RAP w/No Odor TP-7- Sand w/No Odor Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 TP-9- RAP w/No Odor TP-10- RAP w/No Odor TP-11- RAP/Sand and Plastic Pipe w/No Odor TP-12- RAP/Sand w/No Odor TP-13- RAP/Sand w/No Odor TP-14- RAP/Sand w/No Odor Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 TP-15- Liquid Asphalt w/No Odor TP-17- RAP/Organics/Sand w/No Odor TP-18- RAP/Sand and Trash w/No Odor TP-19- RAP w/Bag Filters, Trash, and Sand TP-21-RAP and Bag Filter/Trash Pile w/Organic Odor (no PID readings) TP-22- Sand w/No Odor Phase I/II Environmental Site Assessment Malmo Asphalt- Leland, N.C. - R16-049 TP-23- RAP/Sand w/No Odors TP-24- Concrete/Rebar/Trash w/No Odor TP-25- RAP/PVC Pipe w/No Odor TP-26- Sand w/No Odor TP-27- Sand w/No Odor TP-28- RAP/Sand with Liquid Asphalt Surficial Layer Appendix G Waters Edge Environmental, LLC. Standard Procedures: February 2001 Groundwater Sampling rior to groundwater sample collection, the water level in each well is measured with a decontaminated electric water level probe. Water level measurements are used to create groundwater contour maps (either water table or potentiometric) and to calculate well volumes. The wells are purged by removing three to five times the well volume, or until dry, with decontaminated Teflon™ bailers, new disposable bailers, or low-flow submersible or peristaltic pumps to remove stagnant water within the well, enabling the collection of a more representative groundwater sample. Depending on the site status, temperature, specific conductivity, pH, and dissolved oxygen are measured and recorded in the field, following the removal of each volume of water. Samples are generally not collected until the field parameters stabilize to within approximately 10% over consecutive measurements. Groundwater Sample Collection: Groundwater samples are typically collected within one hour of purging to minimize the loss of any volatile organic compounds (VOCs) that may be present. Laboratory decontaminated bottom-valve Teflon ™ bailers, new disposable bailers, or low-flow submersible or peristaltic pumps may be used to withdraw the samples. All groundwater samples are decanted into laboratory provided containers appropriate for the parameters being analyzed, preserved as required by the analytical technique, and labeled with the following information: sampler’s name, date of collection, sample number, analysis to be preformed, and project designation. Samples are stored and transported to the analytical laboratory in an insulated cooler chilled to approximately 4.0 oC. To ensure sample integrity, all samples are transported in accordance with EPA chain-of-custody protocols. All samples are typically transported to the laboratory within 48 hours of sample collection, if possible. Waters Edge Environmental, LLC. Standard Procedures: February 2001 Soil Boring Installation & Sampling oil borings are used to characterize soil profiles, to determine the presence of organic vapors, to obtain soil samples for laboratory analysis, and for the installation of monitoring wells. Soil borings may be advanced either manually with a hand auger or using a drilling rig equipped with hollow-stem augers or other drilling equipment. Soil samples are typically collected from borings advanced with a drilling rig at 5-foot intervals using a split-spoon sampling device as described in ASTM D 1586-84. Soil samples are typically collected from borings advanced with a hand auger at 1 to 2-foot intervals. The completed boring is ready for well installation or is abandoned. If the boring is terminated below the water table, abandonment entails backfilling with a cement grout. Otherwise the boring is typically abandoned by backfilling with cuttings or other natural material. Soil Classification: Soil samples from split-spoons or soil cuttings are typically logged in the field and classified according to the Unified Soil Classification System (ASTM D 2488-84). Headspace Screening: Soils are typically screened with an organic vapor analyzer (OVA) for total volatile organic compounds (VOCs), which may indicate organic or petroleum hydrocarbon contamination. A typical procedure for screening soils involves filling a clean container (e.g., glass jar or plastic baggie) approximately halfway with soil and sealing the container. This creates a headspace in which the VOCs in the soil accumulate and equilibrate. After allowing approximately 10 to 15 minutes for this process to occur, the probe of the OVA is inserted through the container's seal into the headspace of the container to obtain a VOC reading. Soil Sample Collection for Analysis: Soil samples selected for laboratory analysis are placed into laboratory provided containers appropriate for the parameters being analyzed and are labeled with a minimum of the following information: sampler's name, date of collection, sample number, analysis to be performed, and project number. Soil samples are stored and transported to the analytical laboratory in an insulated cooler chilled to approximately 4°C. To ensure sample integrity, all samples are transported in accordance with EPA chain-of-custody protocols. Waters Edge Environmental, LLC. Standard Procedures: February 2001 Geoprobe ™ Sample Collection he Geoprobe ™ consists of a truck-mounted hydraulic system with a stainless steel sampling probe that is directly pushed into the subsurface. The sampling probe is made up of a stainless steel hollow core body with an internal Teflon ™ or polyethylene sample liner. Once the probe has been advanced to the desired depth, a dummy tip is withdrawn from the core body. The sample is collected by advancing the opened core body over a discrete interval, thereby filling the sample liner with soil. The probe is subsequently withdrawn from the boring, and the liner containing the soil sample removed and opened. Once the soil has been retrieved from the liner, each soil sample may be split into two portions; one portion designated for headspace soil gas screening to determine the presence, and the second portion transferred to a 100-ml pre-cleaned glass jar, designated for potential laboratory analysis. Headspace Screening: Soils are typically screened with an organic vapor analyzer (OVA) for total volatile organic compounds (VOCs), which may indicate organic or petroleum hydrocarbon contamination. A typical procedure for screening soils involves filling a clean container (e.g., glass jar or plastic baggie) approximately halfway with soil and sealing the container. This creates a headspace in which the VOCs in the soil accumulate and equilibrate. After allowing approximately 10 to 15 minutes for this process to occur, the probe of the OVA is inserted through the container’s seal into the headspace of the container to obtain a VOC reading. Soil Sample Collection for Analysis: Geoprobe ™ soil samples selected for laboratory analysis are placed into pre-cleaned 100-ml glass jars. The jars are the labeled appropriately with the sampler’s name, date of collection, sample number, analysis to be preformed, and project designation before being stored and transported to the analytical laboratory in an insulated cooler chilled to approximately 4.0 oC. To ensure sample integrity, all samples are transported in accordance with EPA chain-of-custody protocols. All samples are typically transported to the laboratory within 48 hours of sample collection, if possible. Geoprobe ™ Groundwater Sample Collection: Groundwater samples are collected directly from the Geoprobe ™ with a stainless steel Enviroprobe ™ sampler attached to the truck-mounted hydraulic system. During the sampling event, the sampler is typically pushed to the desired depth with a screened unit sealed inside the sampler. At the desired sampling depth, the screen is exposed by retracting the push rod. Once the open sampler fills with groundwater, a ¾ inch Teflon bailer is sent down the push rod to collect samples for volatile analysis. A peristaltic pump with clean Teflon ™ or Tygon ™ tubing is used to collect water for semivolatiles or metals analyses. All groundwater samples are decanted into laboratory provided containers appropriate for the parameters being analyzed, preserved as required by the analytical technique, and labeled with the following information: sampler’s name, date of collection, sample number, analysis to be preformed, and project designation. Samples are stored and transported to the analytical laboratory in an insulated cooler chilled to approximately 4.0 oC. To ensure sample integrity, all samples are transported in accordance with EPA chain-of-custody protocols. All samples are typically transported to the laboratory within 48 hours of sample collection, if possible. Appendix H Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'0.7 Riser Type 2.0-4.0'0.8 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-1 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) SAA- Same as Above *- Retained for Lab Analysis Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page13 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'0.0 Riser Type 2.0-4.0'0.1 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-2 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page14 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'0.0 Riser Type 2.0-4.0'14.5* Diameter 4.0-6.0'0.0 Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA (Wet @5.2' bgs) SAA- Same as Above *- Retained for Lab Analysis @3-4' bgs Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-3 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page15 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'0.0 Riser Type 2.0-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-4 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page16 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'0.0 Riser Type 2.0-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-5 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page17 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'1.5 Riser Type 2.0-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-6 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page18 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'0.2 Riser Type 2.0-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-7 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page19 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'0.8 Riser Type 2.0-4.0'0.3 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-8 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page20 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'1.5 Riser Type 2.0-4.0'0.1 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-9 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page21 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'0.0 Riser Type 2.0-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-10 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page22 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'0.0 Riser Type 2.0-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-11 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page23 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'5.7* Riser Type 1.5-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis @1-2' bgs Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-12 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page24 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'0.3 Riser Type 1.5-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-13 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page25 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'0.6 Riser Type 1.5-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-14 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page26 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'0.2 Riser Type 1.5-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-15 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page27 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'0.0 Riser Type 1.5-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-16 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page28 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-2.0'44.7* Riser Type 2.0-4.0'2.8 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis @1-2' bgs SAA Boring / Well Construction Log Geo-17 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Light Brown Fine Grained Silty SAND (SP) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page29 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'1.6 Riser Type 1.5-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis SAA Boring / Well Construction Log Geo-18 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Light Brown Fine Grained Silty SAND (SP) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page30 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'85.6 Riser Type 1.5-5.0'289.4* Diameter 5.0-12.0'562* Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. Brown-Gray Clayey Sandy Silt (ML)-Wet SAA- Same as Above *- Retained for Lab Analysis @3-4 & 10' bgs Groundwater Estimated @ 6' bgs Light Brown Fine Grained SAND (SW) Boring / Well Construction Log Geo-19 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Brown Peat and Fine Grained SAND (PT/SW) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page31 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'4.8 Riser Type 1.5-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis SAA Boring / Well Construction Log Geo-20 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Light Brown Fine Grained Silty SAND (SP) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page32 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'2.9 Riser Type 1.5-4.0'0.5 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis SAA Boring / Well Construction Log Geo-21 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Light Brown Fine Grained Silty SAND (SP) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page33 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'0.0 Riser Type 1.5-4.0'0.0* Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis @3-4' bgs SAA Boring / Well Construction Log Geo-22 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Light Brown Fine Grained Silty SAND (SP) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page34 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'0.1 Riser Type 1.5-4.0'0.0 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis SAA Boring / Well Construction Log Geo-23 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Light Brown Fine Grained Silty SAND (SP) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page35 Well Construction Permit Number N/A I. D. Number Purpose Project Name Contractor Project No. Registration No. Geologist Driller Start Date 5.24.16 Complete Date 5.24.16 Equipment Drilling Method: Comments FID / PID Well Construction Depth (ppm) Information From - To Soil / Rock Description / Comments @ Depth (ft.) Borehole Dia.0.0-1.5'42.6* Riser Type 1.5-4.0'2.8 Diameter Screen Type Diameter Riser Interval Screen Interval Slot Size Grout Type Interval Bentonite Type Interval Filter Pack Interval Total Depth R.P. Elevation Datum Water Level Information Date W.L. Below R.P. R.P. = Reference Point W.L. = Water Level TBM = Temporary Benchmark MSL = Mean Sea Level Refer to Standard Well Construction Schematic Type II - Style 1. SAA- Same as Above *- Retained for Lab Analysis @1-2' bgs SAA Boring / Well Construction Log HA-1 Environmental Leland-Malmo Asphalt Troxler R16-24 N/A Rahn Ben Troxler Geoprobe Geoprobe Light Brown Fine Grained Silty SAND (SP) Waters Edge Doc-16-049 Leland Final Report Figures and Tables, Page36 Appendix I 102-A Woodwinds Industrial Court Cary NC, 27511 919.467.3090 919.467.3515Phone:FAX: ENCO Workorder(s): CZ06852 RALEIGH, NC 27606- Unless otherwise noted in an attached project narrative, all samples were received in acceptable condition and processed in accordance with the referenced methods/procedures. Results for these procedures apply only to the samples as submitted. The analytical results contained in this report are in compliance with NELAC standards, except as noted in the project narrative. This report shall not be reproduced except in full, without the written approval of the Laboratory. This report contains only those analyses performed by Environmental Conservation Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from outside organizations will be reported under separate cover. If you have any questions or require further information, please do not hesitate to contact me. Sincerely, Enclosure(s) Project Number: R16-24, Project Name/Desc: MM-Malmo Asphalt Attn: Phil Rahn WATERS EDGE ENVIRONMENTAL (WA020) 4901 WATERS EDGE DRIVE SUITE 201 Bill Scott Project Manager Tuesday, May 17, 2016 RE: Laboratory Results for Dear Phil Rahn, Enclosed is a copy of your laboratory report for test samples received by our laboratory on Friday, May 6, 2016. Enclosure(s) Page 1 of 10This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com SAMPLE SUMMARY/LABORATORY CHRONICLE Malmo Water Supply Well CZ06852-01 Sampled:05/05/16 12:05 Received:05/06/16 16:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8260B 05/19/16 05/16/16 08:00 05/16/16 14:57 Page 2 of 10This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com No positive results detected. SAMPLE DETECTION SUMMARY Page 3 of 10This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS Malmo Water Supply WellDescription:Lab Sample ID:CZ06852-01 05/06/16 16:30Received: CZ06852Work Order:05/05/16 12:05Sampled:Ground WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L EPA 8260B 05/16/16 14:571,1,1,2-Tetrachloroethane [630-20-6]^0.17 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,1,1-Trichloroethane [71-55-6]^0.12 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,1,2,2-Tetrachloroethane [79-34-5]^0.28 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,1,2-Trichloroethane [79-00-5]^0.14 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,1-Dichloroethane [75-34-3]^0.13 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,1-Dichloroethene [75-35-4]^0.21 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,1-Dichloropropene [563-58-6]^0.15 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,2,3-Trichlorobenzene [87-61-6]^0.012 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,2,3-Trichloropropane [96-18-4]^0.23 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,2,4-Trichlorobenzene [120-82-1]^0.14 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,2,4-Trimethylbenzene [95-63-6]^0.10 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,2-Dibromo-3-chloropropane [96-12-8]^0.48 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,2-Dibromoethane [106-93-4]^0.66 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,2-Dichlorobenzene [95-50-1]^0.19 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,2-Dichloroethane [107-06-2]^0.21 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,2-Dichloropropane [78-87-5]^0.10 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,3,5-Trimethylbenzene [108-67-8]^0.30 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,3-Dichlorobenzene [541-73-1]^0.15 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,3-Dichloropropane [142-28-9]^0.16 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:571,4-Dichlorobenzene [106-46-7]^0.19 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:572,2-Dichloropropane [594-20-7]^0.28 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:572-Butanone [78-93-3]^1.3 MSZ6E160165.0ND 1 ug/L EPA 8260B 05/16/16 14:572-Chloroethyl Vinyl Ether [110-75-8]^1.1 MSZ6E160165.0ND 1 ug/L EPA 8260B 05/16/16 14:572-Chlorotoluene [95-49-8]^0.081 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:572-Hexanone [591-78-6]^0.88 MSZ6E160165.0ND 1 ug/L EPA 8260B 05/16/16 14:574-Chlorotoluene [106-43-4]^0.068 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:574-Isopropyltoluene [99-87-6]^0.085 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:574-Methyl-2-pentanone [108-10-1]^1.1 MSZ6E160165.0ND 1 ug/L EPA 8260B 05/16/16 14:57Acetone [67-64-1]^1.2 MSZ6E160165.0ND 1 ug/L EPA 8260B 05/16/16 14:57Benzene [71-43-2]^0.15 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Bromobenzene [108-86-1]^0.16 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Bromochloromethane [74-97-5]^0.48 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Bromodichloromethane [75-27-4]^0.17 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Bromoform [75-25-2]^0.22 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Bromomethane [74-83-9]^0.14 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Carbon disulfide [75-15-0]^1.5 MSZ6E160165.0ND 1 ug/L EPA 8260B 05/16/16 14:57Carbon tetrachloride [56-23-5]^0.17 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Chlorobenzene [108-90-7]^0.17 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Chloroethane [75-00-3]^0.23 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Chloroform [67-66-3]^0.18 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Chloromethane [74-87-3]^0.13 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57cis-1,2-Dichloroethene [156-59-2]^0.15 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57cis-1,3-Dichloropropene [10061-01-5]^0.20 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Dibromochloromethane [124-48-1]^0.17 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Dibromomethane [74-95-3]^0.27 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Dichlorodifluoromethane [75-71-8]^0.20 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Ethylbenzene [100-41-4]^0.13 MSZ6E160161.0ND 1 Page 4 of 10This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS Malmo Water Supply WellDescription:Lab Sample ID:CZ06852-01 05/06/16 16:30Received: CZ06852Work Order:05/05/16 12:05Sampled:Ground WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L EPA 8260B 05/16/16 14:57Hexachlorobutadiene [87-68-3]^0.22 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Isopropyl Ether [108-20-3]^0.054 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Isopropylbenzene [98-82-8]^0.14 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57m,p-Xylenes [108-38-3/106-42-3]^0.17 MSZ6E160162.0ND 1 ug/L EPA 8260B 05/16/16 14:57Methylene chloride [75-09-2]^0.23 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Methyl-tert-Butyl Ether [1634-04-4]^0.16 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Naphthalene [91-20-3]^0.11 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57n-Butyl Benzene [104-51-8]^0.058 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57n-Propyl Benzene [103-65-1]^0.12 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57o-Xylene [95-47-6]^0.065 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57sec-Butylbenzene [135-98-8]^0.10 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Styrene [100-42-5]^0.11 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57tert-Butylbenzene [98-06-6]^0.17 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Tetrachloroethene [127-18-4]^0.17 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Toluene [108-88-3]^0.14 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57trans-1,2-Dichloroethene [156-60-5]^0.21 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57trans-1,3-Dichloropropene [10061-02-6]^0.15 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Trichloroethene [79-01-6]^0.15 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Trichlorofluoromethane [75-69-4]^0.24 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Vinyl chloride [75-01-4]^0.32 MSZ6E160161.0ND 1 ug/L EPA 8260B 05/16/16 14:57Xylenes (Total) [1330-20-7]^0.45 MSZ6E160163.0ND 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 4-Bromofluorobenzene 53-136116 %MSZEPA 8260B 05/16/16 14:576E160165850.0 1 Dibromofluoromethane 67-129111 %MSZEPA 8260B 05/16/16 14:576E160165650.0 1 Toluene-d8 59-134108 %MSZEPA 8260B 05/16/16 14:576E160165450.0 1 Page 5 of 10This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 6E16016 - EPA 5030B_MS Prepared: 05/16/2016 08:00 Analyzed: 05/16/2016 13:30Blank (6E16016-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.00.17 U 1,1,1,2-Tetrachloroethane ug/L1.00.12 U 1,1,1-Trichloroethane ug/L1.00.28 U 1,1,2,2-Tetrachloroethane ug/L1.00.14 U 1,1,2-Trichloroethane ug/L1.00.13 U 1,1-Dichloroethane ug/L1.00.21 U 1,1-Dichloroethene ug/L1.00.15 U 1,1-Dichloropropene ug/L1.00.012 U 1,2,3-Trichlorobenzene ug/L1.00.23 U 1,2,3-Trichloropropane ug/L1.00.14 U 1,2,4-Trichlorobenzene ug/L1.00.10 U 1,2,4-Trimethylbenzene ug/L1.00.48 U 1,2-Dibromo-3-chloropropane ug/L1.00.66 U 1,2-Dibromoethane ug/L1.00.19 U 1,2-Dichlorobenzene ug/L1.00.21 U 1,2-Dichloroethane ug/L1.00.10 U 1,2-Dichloropropane ug/L1.00.30 U 1,3,5-Trimethylbenzene ug/L1.00.15 U 1,3-Dichlorobenzene ug/L1.00.16 U 1,3-Dichloropropane ug/L1.00.19 U 1,4-Dichlorobenzene ug/L1.00.28 U 2,2-Dichloropropane ug/L5.01.3 U 2-Butanone ug/L5.01.1 U 2-Chloroethyl Vinyl Ether ug/L1.00.081 U 2-Chlorotoluene ug/L5.00.88 U 2-Hexanone ug/L1.00.068 U 4-Chlorotoluene ug/L1.00.085 U 4-Isopropyltoluene ug/L5.01.1 U 4-Methyl-2-pentanone ug/L5.01.2 U Acetone ug/L1.00.15 U Benzene ug/L1.00.16 U Bromobenzene ug/L1.00.48 U Bromochloromethane ug/L1.00.17 U Bromodichloromethane ug/L1.00.22 U Bromoform ug/L1.00.14 U Bromomethane ug/L5.01.5 U Carbon disulfide ug/L1.00.17 U Carbon tetrachloride ug/L1.00.17 U Chlorobenzene ug/L1.00.23 U Chloroethane ug/L1.00.18 U Chloroform ug/L1.00.13 U Chloromethane ug/L1.00.15 U cis-1,2-Dichloroethene ug/L1.00.20 U cis-1,3-Dichloropropene ug/L1.00.17 U Dibromochloromethane ug/L1.00.27 U Dibromomethane ug/L1.00.20 U Dichlorodifluoromethane ug/L1.00.13 U Ethylbenzene ug/L1.00.22 U Hexachlorobutadiene ug/L1.00.054 U Isopropyl Ether Page 6 of 10This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 6E16016 - EPA 5030B_MS - Continued Prepared: 05/16/2016 08:00 Analyzed: 05/16/2016 13:30Blank (6E16016-BLK1) Continued FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.00.14 U Isopropylbenzene ug/L2.00.17 U m,p-Xylenes ug/L1.00.23 U Methylene chloride ug/L1.00.16 U Methyl-tert-Butyl Ether ug/L1.00.11 U Naphthalene ug/L1.00.058 U n-Butyl Benzene ug/L1.00.12 U n-Propyl Benzene ug/L1.00.065 U o-Xylene ug/L1.00.10 U sec-Butylbenzene ug/L1.00.11 U Styrene ug/L1.00.17 U tert-Butylbenzene ug/L1.00.17 U Tetrachloroethene ug/L1.00.14 U Toluene ug/L1.00.21 U trans-1,2-Dichloroethene ug/L1.00.15 U trans-1,3-Dichloropropene ug/L1.00.15 U Trichloroethene ug/L1.00.24 U Trichlorofluoromethane ug/L1.00.32 U Vinyl chloride ug/L3.00.45 U Xylenes (Total) ug/L 50.0 53-1364-Bromofluorobenzene 11457 ug/L 50.0 67-129Dibromofluoromethane10753 ug/L 50.0 59-134Toluene-d8 10653 Prepared: 05/16/2016 08:00 Analyzed: 05/16/2016 10:27LCS (6E16016-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.0 20.0 75-1339519 1,1-Dichloroethene ug/L1.0 20.0 81-1349118 Benzene ug/L1.0 20.0 83-1179619 Chlorobenzene ug/L1.0 20.0 71-1189218 Toluene ug/L1.0 20.0 74-1199820 Trichloroethene ug/L 50.0 53-1364-Bromofluorobenzene 10954 ug/L 50.0 67-129Dibromofluoromethane10352 ug/L 50.0 59-134Toluene-d8 10955 Prepared: 05/16/2016 08:00 Analyzed: 05/16/2016 10:59Matrix Spike (6E16016-MS1) Source: CZ07009-05 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.0 20.0 75-133900.21 U18 1,1-Dichloroethene ug/L1.0 20.0 81-134890.15 U18 Benzene ug/L1.0 20.0 83-117920.17 U18 Chlorobenzene ug/L1.0 20.0 71-118930.14 U19 Toluene ug/L1.0 20.0 74-119910.15 U18 Trichloroethene ug/L 50.0 53-1364-Bromofluorobenzene 10452 ug/L 50.0 67-129Dibromofluoromethane10050 ug/L 50.0 59-134Toluene-d8 10553 Page 7 of 10This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 6E16016 - EPA 5030B_MS - Continued Prepared: 05/16/2016 08:00 Analyzed: 05/16/2016 11:32Matrix Spike Dup (6E16016-MSD1) Source: CZ07009-05 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.0 20.0 2075-133108 180.21 U22 1,1-Dichloroethene ug/L1.0 20.0 1781-13498 100.15 U20 Benzene ug/L1.0 20.0 1683-117107 150.17 U21 Chlorobenzene ug/L1.0 20.0 1771-118108 150.14 U22 Toluene ug/L1.0 20.0 2274-119107 160.15 U21 Trichloroethene ug/L 50.0 53-1364-Bromofluorobenzene 10753 ug/L 50.0 67-129Dibromofluoromethane10150 ug/L 50.0 59-134Toluene-d8 10653 Page 8 of 10This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com FLAGS/NOTES AND DEFINITIONS The analyte was detected in the associated method blank. The sample was analyzed at dilution. The reported value is between the laboratory method detection limit (MDL) and the laboratory method reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable. The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation data and moisture content, where applicable. The concentration indicated for this analyte is an estimated value above the calibration range of the instrument. This value is considered an estimate. Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is based on the low point of the calibration curve, when applicable, sample preparation factor, dilution factor, and, in the case of soil samples, moisture content. MRL E U J D B ND The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation data and moisture content, where applicable. N The analysis indicates the presence of an analyte for which there is presumptive evidence (85% or greater confidence) to make a “tentative identification". P Greater than 25% concentration difference was observed between the primary and secondary GC column. The lower concentration is reported. Page 9 of 10This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL 102-A Woodwinds Industrial Court Cary NC, 27511 919.467.3090 919.467.3515Phone:FAX: ENCO Workorder(s): CZ07555 RALEIGH, NC 27606- Unless otherwise noted in an attached project narrative, all samples were received in acceptable condition and processed in accordance with the referenced methods/procedures. Results for these procedures apply only to the samples as submitted. The analytical results contained in this report are in compliance with NELAC standards, except as noted in the project narrative. This report shall not be reproduced except in full, without the written approval of the Laboratory. This report contains only those analyses performed by Environmental Conservation Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from outside organizations will be reported under separate cover. If you have any questions or require further information, please do not hesitate to contact me. Sincerely, Enclosure(s) Project Number: R16-24, Project Name/Desc: MM-Malmo Asphalt Attn: Phil Rahn WATERS EDGE ENVIRONMENTAL (WA020) 4901 WATERS EDGE DRIVE SUITE 201 Bill Scott Project Manager Tuesday, June 7, 2016 RE: Laboratory Results for Dear Phil Rahn, Enclosed is a copy of your laboratory report for test samples received by our laboratory on Wednesday, May 25, 2016. Enclosure(s) Page 1 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com PROJECT NARRATIVE Client: WATERS EDGE ENVIRONMENTAL (WA020) Project: MM-Malmo Asphalt ENCO Project ID: CZ07555 Overview All samples submitted were analyzed by Environmental Conservation Laboratories, Inc. in accordance with the methods referenced in the laboratory report. Any particular difficulties encountered during sample handling and processing will be discussed in the Remarks section below. Remarks Analysis: MAEPH Affected Samples: GEO- 19 GW[CZ07555-07RE1], TP-1 GW[CZ07555-10RE1] EPH re-extracts were taken from 625 unpreserved amber liter containers. Sulfric acid was added to sample before extraction. 500mls was used for re-exttraction. ------------------------------------------------------------------------------------------------------------------------------------------- Bill Scott Project Manager Page 2 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com SAMPLE SUMMARY/LABORATORY CHRONICLE GEO-3 @3-4'CZ07555-01 Sampled:05/24/16 10:05 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8015C 06/07/16 05/26/16 09:23 05/31/16 12:3807/05/16 EPA 8015C 06/07/16 05/31/16 10:17 06/01/16 15:44 GEO- 3 GW CZ07555-02 Sampled:05/24/16 11:40 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8260B 06/07/16 05/26/16 10:40 05/26/16 21:08 EPA 8260B 06/07/16 05/27/16 15:15 06/01/16 10:03 MAVPH 06/07/16 06/01/16 10:13 06/01/16 14:17 GEO-12 @ 1-2'CZ07555-03 Sampled:05/24/16 10:45 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8015C 06/07/16 05/26/16 09:23 05/31/16 13:3807/05/16 EPA 8015C 06/07/16 05/31/16 10:17 06/01/16 16:15 GEO-17 @ 1-2'CZ07555-04 Sampled:05/24/16 12:50 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8015C 06/07/16 05/26/16 09:23 05/31/16 14:0807/05/16 EPA 8015C 06/07/16 05/31/16 10:17 06/01/16 16:46 GEO-19 @ 3-4'CZ07555-05 Sampled:05/24/16 13:40 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8260B 06/07/16 05/26/16 10:31 05/26/16 22:07 EPA 8270D 06/07/16 06/01/16 13:00 06/02/16 16:1907/11/16 GEO-19 @ 3-4'CZ07555-05RE1 Sampled:05/24/16 13:40 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) MAEPH 06/07/16 06/01/16 09:30 06/03/16 12:0607/11/16 MAEPH 06/07/16 06/01/16 09:31 06/03/16 12:3107/11/16 MAVPH 06/21/16 06/02/16 10:56 06/02/16 17:33 GEO-19 @ 10'CZ07555-06 Sampled:05/24/16 13:50 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8015C 06/07/16 05/31/16 10:17 06/01/16 17:17 GEO-19 @ 10'CZ07555-06RE1 Sampled:05/24/16 13:50 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8015C 06/07/16 05/26/16 09:23 06/01/16 15:1207/05/16 GEO- 19 GW CZ07555-07 Sampled:05/24/16 14:15 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 624 06/07/16 05/27/16 15:15 06/01/16 10:32 EPA 625 05/31/16 05/26/16 08:00 05/31/16 17:0107/05/16 GEO- 19 GW CZ07555-07RE1 Sampled:05/24/16 14:15 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) MAEPH 06/07/16 06/06/16 09:02 06/06/16 17:2307/16/16 MAEPH 06/07/16 06/06/16 09:03 06/06/16 17:4807/16/16 MAVPH 06/07/16 06/01/16 10:13 06/01/16 16:52 GP-22 @ 3-4'CZ07555-08 Sampled:05/24/16 14:30 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8015C 06/07/16 05/26/16 09:23 05/31/16 15:0707/05/16 EPA 8015C 06/07/16 05/31/16 10:17 06/01/16 17:49 HA-1 @ 1-2'CZ07555-09 Sampled:05/24/16 09:15 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8015C 06/07/16 05/26/16 09:23 05/31/16 15:3707/05/16 EPA 8015C 06/07/16 05/31/16 10:17 06/01/16 18:20 Page 3 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com SAMPLE SUMMARY/LABORATORY CHRONICLE TP-1 GW CZ07555-10 Sampled:05/24/16 12:30 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 624 06/07/16 05/27/16 15:15 06/01/16 11:02 EPA 625 05/31/16 05/26/16 08:00 05/30/16 01:4507/05/16 MAVPH 06/07/16 06/01/16 10:13 06/01/16 15:19 TP-1 GW CZ07555-10RE1 Sampled:05/24/16 12:30 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) MAEPH 06/07/16 06/06/16 09:02 06/06/16 18:1407/16/16 MAEPH 06/07/16 06/06/16 09:03 06/06/16 18:4007/16/16 TP-21 @ 2-3 CZ07555-11 Sampled:05/24/16 15:05 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 6010D 11/20/16 06/02/16 08:40 06/03/16 10:5711/29/16 EPA 7470A 06/21/16 06/02/16 13:26 06/03/16 14:25 EPA 8015C 06/07/16 05/26/16 09:23 05/31/16 16:3607/05/16 EPA 8015C 06/07/16 05/31/16 10:17 06/01/16 18:51 TP-1 @ 3-4'CZ07555-12 Sampled:05/24/16 10:20 Received:05/25/16 12:30Client ID:Lab ID: Prep Date/Time(s)Hold Date/Time(s)Parameter Analysis Date/Time(s) EPA 8015C 06/07/16 05/26/16 09:23 05/31/16 17:0607/05/16 EPA 8015C 06/07/16 05/31/16 10:17 06/01/16 19:22 Page 4 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com SAMPLE DETECTION SUMMARY Lab ID:Client ID:GEO-3 @3-4'CZ07555-01 Analyte MethodUnitsPQLResultsFlag NotesMDL 22 3.8 mg/kg dry EPA 8015C DRO (C10-C28)2.0 Lab ID:Client ID:GEO- 3 GW CZ07555-02 Analyte MethodUnitsPQLResultsFlag NotesMDL 45 10 ug/L EPA 8260BD R-041,2,4-Trimethylbenzene 1.0 15 10 ug/L EPA 8260BD R-041,3,5-Trimethylbenzene 3.0 280 10 ug/L MAVPH C9-C10 Aromatics 4.2 157 30.0 ug/L MAVPH C9-C12 Aliphatics 10.0 25 10 ug/L EPA 8260BD R-04Ethylbenzene1.3 8.6 10 ug/L EPA 8260BJD R-04Isopropylbenzene1.4 15 20 ug/L EPA 8260BJD R-04m,p-Xylenes 1.7 19 10 ug/L EPA 8260BD R-04Naphthalene1.1 8.6 10 ug/L EPA 8260BJD R-04n-Butyl Benzene 0.58 17 10 ug/L EPA 8260BD R-04n-Propyl Benzene 1.2 12 10 ug/L EPA 8260BD R-04o-Xylene 0.65 6.2 10 ug/L EPA 8260BJD R-04sec-Butylbenzene 1.0 27 30 ug/L EPA 8260BJD R-04Xylenes (Total)4.5 Lab ID:Client ID:GEO-12 @ 1-2'CZ07555-03 Analyte MethodUnitsPQLResultsFlag NotesMDL 68 3.7 mg/kg dry EPA 8015C DRO (C10-C28)1.9 Lab ID:Client ID:GEO-17 @ 1-2'CZ07555-04 Analyte MethodUnitsPQLResultsFlag NotesMDL 150 3.6 mg/kg dry EPA 8015C DRO (C10-C28)1.8 Lab ID:Client ID:GEO-19 @ 3-4'CZ07555-05 Analyte MethodUnitsPQLResultsFlag NotesMDL 2400 64 ug/kg dry EPA 8260BD 1,2,4-Trimethylbenzene 11 790 64 ug/kg dry EPA 8260BD 1,3,5-Trimethylbenzene 13 2500 3500 ug/kg dry EPA 8270DJD R-051-Methylnaphthalene 290 140 320 ug/kg dry EPA 8260BJD 2-Butanone 50 3500 3500 ug/kg dry EPA 8270DD R-052-Methylnaphthalene 300 390 64 ug/kg dry EPA 8260BD 4-Isopropyltoluene 10 140 64 ug/kg dry EPA 8260BD Ethylbenzene 13 730 3500 ug/kg dry EPA 8270DJD R-05Fluorene310 110 64 ug/kg dry EPA 8260BD Isopropylbenzene 9.6 260 130 ug/kg dry EPA 8260BD m,p-Xylenes 24 1400 64 ug/kg dry EPA 8260BD Naphthalene 17 450 3500 ug/kg dry EPA 8270DJD R-05Naphthalene300 560 64 ug/kg dry EPA 8260BD n-Butyl Benzene 8.3 290 64 ug/kg dry EPA 8260BD n-Propyl Benzene 11 1600 3500 ug/kg dry EPA 8270DJD R-05Phenanthrene290 440 64 ug/kg dry EPA 8260BD sec-Butylbenzene 61 260 190 ug/kg dry EPA 8260BD Xylenes (Total)36 Lab ID:Client ID:GEO-19 @ 3-4'CZ07555-05RE1 Analyte MethodUnitsPQLResultsFlag NotesMDL 960 88 mg/kg dry MAEPHD C11-C22 Aromatics 16 230 88 mg/kg dry MAEPHD C19-C36 Aliphatics 16 34.2 1.08 mg/kg dry MAVPHD C9-C10 Aromatics 0.517 30.7 3.23 mg/kg dry MAVPHD C9-C12 Aliphatics 1.62 350 88 mg/kg dry MAEPHD C9-C18 Aliphatics 6.9 Lab ID:Client ID:GEO-19 @ 10'CZ07555-06 Analyte MethodUnitsPQLResultsFlag NotesMDL 120 3.5 mg/kg dry EPA 8015C GRO (C6-C10)0.88 Lab ID:Client ID:GEO-19 @ 10'CZ07555-06RE1 Analyte MethodUnitsPQLResultsFlag NotesMDL 5500 100 mg/kg dry EPA 8015CD DRO (C10-C28)52 Page 5 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com SAMPLE DETECTION SUMMARY Lab ID:Client ID:GEO- 19 GW CZ07555-07 Analyte MethodUnitsPQLResultsFlag NotesMDL 29 10 ug/L EPA 624D R-04Benzene1.5 63 10 ug/L EPA 624D R-04Ethylbenzene1.3 270 20 ug/L EPA 624D R-04m,p-Xylenes 1.7 140 10 ug/L EPA 624D R-04o-Xylene 0.65 400 30 ug/L EPA 624D R-04Xylenes (Total)2.4 Lab ID:Client ID:GEO- 19 GW CZ07555-07RE1 Analyte MethodUnitsPQLResultsFlag NotesMDL 85 200 ug/L MAEPHJ C11-C22 Aromatics 80 44.1 60.0 ug/L MAVPHJD C5-C8 Aliphatics 9.4 860 20 ug/L MAVPHD C9-C10 Aromatics 8.4 779 60.0 ug/L MAVPHD C9-C12 Aliphatics 20.0 Lab ID:Client ID:GP-22 @ 3-4'CZ07555-08 Analyte MethodUnitsPQLResultsFlag NotesMDL 2.9 3.6 mg/kg dry EPA 8015CJ DRO (C10-C28)1.8 Lab ID:Client ID:HA-1 @ 1-2'CZ07555-09 Analyte MethodUnitsPQLResultsFlag NotesMDL 110 3.5 mg/kg dry EPA 8015C DRO (C10-C28)1.8 Lab ID:Client ID:TP-21 @ 2-3 CZ07555-11 Analyte MethodUnitsPQLResultsFlag NotesMDL 0.586 0.500 mg/L EPA 6010D Barium - TCLP 0.0500 36 3.8 mg/kg dry EPA 8015C DRO (C10-C28)1.9 Lab ID:Client ID:TP-1 @ 3-4'CZ07555-12 Analyte MethodUnitsPQLResultsFlag NotesMDL 96 7.6 mg/kg dry EPA 8015C DRO (C10-C28)3.9 Page 6 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO-3 @3-4'Description:Lab Sample ID:CZ07555-01 05/25/16 12:30Received: CZ07555Work Order:05/24/16 10:05Sampled:SoilMatrix: 86.73% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Gasoline Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 06/01/16 15:44GRO (C6-C10)^0.62 TAL6E310182.5ND 0.386 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene 59-16896 %TALEPA 8015C 06/01/16 15:446E310184.3 4.46 0.386 Diesel Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 05/31/16 12:38DRO (C10-C28)^2.0 MWC6E260073.822 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF o-Terphenyl 51-13886 %MWCEPA 8015C 05/31/16 12:386E260071.6 1.92 1 GEO- 3 GWDescription:Lab Sample ID:CZ07555-02 05/25/16 12:30Received: CZ07555Work Order:05/24/16 11:40Sampled:WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L EPA 8260B 05/26/16 21:081,1,1,2-Tetrachloroethane [630-20-6]^1.7 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,1,1-Trichloroethane [71-55-6]^1.2 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,1,2,2-Tetrachloroethane [79-34-5]^2.8 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,1,2-Trichloroethane [79-00-5]^1.4 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,1-Dichloroethane [75-34-3]^1.3 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,1-Dichloroethene [75-35-4]^2.1 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,1-Dichloropropene [563-58-6]^1.5 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,2,3-Trichlorobenzene [87-61-6]^0.12 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,2,3-Trichloropropane [96-18-4]^2.3 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,2,4-Trichlorobenzene [120-82-1]^1.4 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,2,4-Trimethylbenzene [95-63-6]^1.0 MSZ6E260141045D R-0410 ug/L EPA 8260B 05/26/16 21:081,2-Dibromo-3-chloropropane [96-12-8]^4.8 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,2-Dibromoethane [106-93-4]^6.6 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,2-Dichlorobenzene [95-50-1]^1.9 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,2-Dichloroethane [107-06-2]^2.1 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,2-Dichloropropane [78-87-5]^1.0 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,3,5-Trimethylbenzene [108-67-8]^3.0 MSZ6E260141015D R-0410 ug/L EPA 8260B 05/26/16 21:081,3-Dichlorobenzene [541-73-1]^1.5 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,3-Dichloropropane [142-28-9]^1.6 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:081,4-Dichlorobenzene [106-46-7]^1.9 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:082,2-Dichloropropane [594-20-7]^2.8 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:082-Butanone [78-93-3]^13 MSZ6E2601450ND R-0410 ug/L EPA 8260B 05/26/16 21:082-Chloroethyl Vinyl Ether [110-75-8]^11 MSZ6E2601450ND R-0410 ug/L EPA 8260B 05/26/16 21:082-Chlorotoluene [95-49-8]^0.81 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:082-Hexanone [591-78-6]^8.8 MSZ6E2601450ND R-0410 ug/L EPA 8260B 05/26/16 21:084-Chlorotoluene [106-43-4]^0.68 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:084-Isopropyltoluene [99-87-6]^0.85 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:084-Methyl-2-pentanone [108-10-1]^11 MSZ6E2601450ND R-0410 ug/L EPA 8260B 05/26/16 21:08Acetone [67-64-1]^12 MSZ6E2601450ND R-0410 Page 7 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO- 3 GWDescription:Lab Sample ID:CZ07555-02 05/25/16 12:30Received: CZ07555Work Order:05/24/16 11:40Sampled:WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L EPA 8260B 05/26/16 21:08Benzene [71-43-2]^1.5 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Bromobenzene [108-86-1]^1.6 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Bromochloromethane [74-97-5]^4.8 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Bromodichloromethane [75-27-4]^1.7 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Bromoform [75-25-2]^2.2 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Bromomethane [74-83-9]^1.4 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Carbon disulfide [75-15-0]^15 MSZ6E2601450ND R-0410 ug/L EPA 8260B 05/26/16 21:08Carbon tetrachloride [56-23-5]^1.7 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Chlorobenzene [108-90-7]^1.7 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Chloroethane [75-00-3]^2.3 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Chloroform [67-66-3]^1.8 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Chloromethane [74-87-3]^1.3 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08cis-1,2-Dichloroethene [156-59-2]^1.5 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08cis-1,3-Dichloropropene [10061-01-5]^2.0 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Dibromochloromethane [124-48-1]^1.7 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Dibromomethane [74-95-3]^2.7 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Dichlorodifluoromethane [75-71-8]^2.0 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Ethylbenzene [100-41-4]^1.3 MSZ6E260141025D R-0410 ug/L EPA 8260B 05/26/16 21:08Hexachlorobutadiene [87-68-3]^2.2 MSZ6E2601410ND R-0410 ug/L EPA 8260B 06/01/16 10:03Isopropyl Ether [108-20-3]^0.54 MSZ6E2703010ND R-0410 ug/L EPA 8260B 05/26/16 21:08Isopropylbenzene [98-82-8]^1.4 MSZ6E26014108.6 JD R-0410 ug/L EPA 8260B 05/26/16 21:08m,p-Xylenes [108-38-3/106-42-3]^1.7 MSZ6E260142015JD R-0410 ug/L EPA 8260B 05/26/16 21:08Methylene chloride [75-09-2]^2.3 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Methyl-tert-Butyl Ether [1634-04-4]^1.6 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Naphthalene [91-20-3]^1.1 MSZ6E260141019D R-0410 ug/L EPA 8260B 05/26/16 21:08n-Butyl Benzene [104-51-8]^0.58 MSZ6E26014108.6 JD R-0410 ug/L EPA 8260B 05/26/16 21:08n-Propyl Benzene [103-65-1]^1.2 MSZ6E260141017D R-0410 ug/L EPA 8260B 05/26/16 21:08o-Xylene [95-47-6]^0.65 MSZ6E260141012D R-0410 ug/L EPA 8260B 05/26/16 21:08sec-Butylbenzene [135-98-8]^1.0 MSZ6E26014106.2 JD R-0410 ug/L EPA 8260B 05/26/16 21:08Styrene [100-42-5]^1.1 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08tert-Butylbenzene [98-06-6]^1.7 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Tetrachloroethene [127-18-4]^1.7 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Toluene [108-88-3]^1.4 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08trans-1,2-Dichloroethene [156-60-5]^2.1 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08trans-1,3-Dichloropropene [10061-02-6]^1.5 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Trichloroethene [79-01-6]^1.5 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Trichlorofluoromethane [75-69-4]^2.4 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Vinyl chloride [75-01-4]^3.2 MSZ6E2601410ND R-0410 ug/L EPA 8260B 05/26/16 21:08Xylenes (Total) [1330-20-7]^4.5 MSZ6E260143027JD R-0410 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 4-Bromofluorobenzene 53-13691 %MSZEPA 8260B 05/26/16 21:086E260144550.0 R-041 Dibromofluoromethane 67-129104 %MSZEPA 8260B 05/26/16 21:086E260145250.0 R-041 Toluene-d8 59-13494 %MSZEPA 8260B 05/26/16 21:086E260144750.0 R-041 Page 8 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO- 3 GWDescription:Lab Sample ID:CZ07555-02 05/25/16 12:30Received: CZ07555Work Order:05/24/16 11:40Sampled:WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Volatile Petroleum Hydrocarbons by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L MAVPH 06/01/16 14:17C5-C8 Aliphatics^4.7 TAL6F0101430.0ND 1 ug/L MAVPH 06/01/16 14:17C9-C10 Aromatics^4.2 TAL6F0101410280 1 ug/L MAVPH 06/01/16 14:17C9-C12 Aliphatics^10.0 TAL6F0101430.0157 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene (FID)70-130138 %TALMAVPH06/01/16 14:176F01014138 100 QS-061 2,5-Dibromotoluene (PID)70-130110 %TALMAVPH06/01/16 14:176F01014110100 1 GEO-12 @ 1-2'Description:Lab Sample ID:CZ07555-03 05/25/16 12:30Received: CZ07555Work Order:05/24/16 10:45Sampled:SoilMatrix: 88.23% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Gasoline Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 06/01/16 16:15GRO (C6-C10)^0.75 TAL6E310182.9ND 0.47 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene 59-168102 %TALEPA 8015C 06/01/16 16:156E310185.4 5.33 0.47 Diesel Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 05/31/16 13:38DRO (C10-C28)^1.9 MWC6E260073.768 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF o-Terphenyl 51-13872 %MWCEPA 8015C 05/31/16 13:386E260071.4 1.89 1 GEO-17 @ 1-2'Description:Lab Sample ID:CZ07555-04 05/25/16 12:30Received: CZ07555Work Order:05/24/16 12:50Sampled:SoilMatrix: 92.46% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Gasoline Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 06/01/16 16:46GRO (C6-C10)^0.71 TAL6E310182.8ND 0.468 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene 59-16895 %TALEPA 8015C 06/01/16 16:466E310184.8 5.06 0.468 Diesel Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 05/31/16 14:08DRO (C10-C28)^1.8 MWC6E260073.6150 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF o-Terphenyl 51-13872 %MWCEPA 8015C 05/31/16 14:086E260071.3 1.80 1 Page 9 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO-19 @ 3-4'Description:Lab Sample ID:CZ07555-05 05/25/16 12:30Received: CZ07555Work Order:05/24/16 13:40Sampled:SoilMatrix: 94.39% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/kg dry EPA 8260B 05/26/16 22:071,1,1,2-Tetrachloroethane [630-20-6]^10 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,1,1-Trichloroethane [71-55-6]^16 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,1,2,2-Tetrachloroethane [79-34-5]^13 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,1,2-Trichloroethane [79-00-5]^16 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,1-Dichloroethane [75-34-3]^16 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,1-Dichloroethene [75-35-4]^19 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,1-Dichloropropene [563-58-6]^10 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,2,3-Trichlorobenzene [87-61-6]^18 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,2,3-Trichloropropane [96-18-4]^41 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,2,4-Trichlorobenzene [120-82-1]^17 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,2,4-Trimethylbenzene [95-63-6]^11 MSZ6E26012642400D 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,2-Dibromo-3-chloropropane [96-12-8]^50 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,2-Dibromoethane [106-93-4]^29 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,2-Dichlorobenzene [95-50-1]^17 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,2-Dichloroethane [107-06-2]^26 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,2-Dichloropropane [78-87-5]^17 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,3,5-Trimethylbenzene [108-67-8]^13 MSZ6E2601264790D 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,3-Dichlorobenzene [541-73-1]^14 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,3-Dichloropropane [142-28-9]^18 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:071,4-Dichlorobenzene [106-46-7]^13 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:072,2-Dichloropropane [594-20-7]^15 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:072-Butanone [78-93-3]^50 MSZ6E26012320140JD 60.2 ug/kg dry EPA 8260B 05/26/16 22:072-Chloroethyl Vinyl Ether [110-75-8]^10 MSZ6E26012320ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:072-Chlorotoluene [95-49-8]^11 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:072-Hexanone [591-78-6]^48 MSZ6E26012320ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:074-Chlorotoluene [106-43-4]^17 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:074-Isopropyltoluene [99-87-6]^10 MSZ6E2601264390D 60.2 ug/kg dry EPA 8260B 05/26/16 22:074-Methyl-2-pentanone [108-10-1]^36 MSZ6E26012320ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Acetone [67-64-1]^89 MSZ6E26012320ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Benzene [71-43-2]^11 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Bromobenzene [108-86-1]^14 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Bromochloromethane [74-97-5]^26 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Bromodichloromethane [75-27-4]^15 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Bromoform [75-25-2]^29 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Bromomethane [74-83-9]^20 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Carbon disulfide [75-15-0]^25 MSZ6E26012320ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Carbon Tetrachloride [56-23-5]^14 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Chlorobenzene [108-90-7]^11 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Chloroethane [75-00-3]^16 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Chloroform [67-66-3]^11 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Chloromethane [74-87-3]^13 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07cis-1,2-Dichloroethene [156-59-2]^15 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07cis-1,3-Dichloropropene [10061-01-5]^11 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Dibromochloromethane [124-48-1]^22 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Dibromomethane [74-95-3]^21 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Dichlorodifluoromethane [75-71-8]^29 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Ethylbenzene [100-41-4]^13 MSZ6E2601264140D 60.2 Page 10 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO-19 @ 3-4'Description:Lab Sample ID:CZ07555-05 05/25/16 12:30Received: CZ07555Work Order:05/24/16 13:40Sampled:SoilMatrix: 94.39% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/kg dry EPA 8260B 05/26/16 22:07Hexachlorobutadiene [87-68-3]^22 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Isopropyl Ether [108-20-3]^11 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Isopropylbenzene [98-82-8]^9.6 MSZ6E2601264110D 60.2 ug/kg dry EPA 8260B 05/26/16 22:07m,p-Xylenes [108-38-3/106-42-3]^24 MSZ6E26012130260D 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Methylene Chloride [75-09-2]^47 MSZ6E26012130ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Methyl-tert-Butyl Ether [1634-04-4]^19 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Naphthalene [91-20-3]^17 MSZ6E26012641400D 60.2 ug/kg dry EPA 8260B 05/26/16 22:07n-Butyl Benzene [104-51-8]^8.3 MSZ6E2601264560D 60.2 ug/kg dry EPA 8260B 05/26/16 22:07n-Propyl Benzene [103-65-1]^11 MSZ6E2601264290D 60.2 ug/kg dry EPA 8260B 05/26/16 22:07o-Xylene [95-47-6]^14 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07sec-Butylbenzene [135-98-8]^61 MSZ6E2601264440D 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Styrene [100-42-5]^62 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07tert-Butylbenzene [98-06-6]^11 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Tetrachloroethene [127-18-4]^18 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Toluene [108-88-3]^15 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07trans-1,2-Dichloroethene [156-60-5]^24 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07trans-1,3-Dichloropropene [10061-02-6]^25 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Trichloroethene [79-01-6]^20 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Trichlorofluoromethane [75-69-4]^17 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Vinyl chloride [75-01-4]^15 MSZ6E2601264ND 60.2 ug/kg dry EPA 8260B 05/26/16 22:07Xylenes (Total) [1330-20-7]^36 MSZ6E26012190260D 60.2 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 4-Bromofluorobenzene 50-127101 %MSZEPA 8260B 05/26/16 22:076E260125150.0 0.602 Dibromofluoromethane 52-12898 %MSZEPA 8260B 05/26/16 22:076E260124950.0 0.602 Toluene-d8 57-12495 %MSZEPA 8260B 05/26/16 22:076E260124750.0 0.602 Semivolatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/kg dry EPA 8270D 06/02/16 16:191,2,4-Trichlorobenzene [120-82-1]^280 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:191,2-Dichlorobenzene [95-50-1]^240 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:191,3-Dichlorobenzene [541-73-1]^210 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:191,4-Dichlorobenzene [106-46-7]^220 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:191-Methylnaphthalene [90-12-0]^290 DFM6F0101235002500JD R-0510 ug/kg dry EPA 8270D 06/02/16 16:192,4,5-Trichlorophenol [95-95-4]^290 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192,4,6-Trichlorophenol [88-06-2]^290 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192,4-Dichlorophenol [120-83-2]^250 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192,4-Dimethylphenol [105-67-9]^460 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192,4-Dinitrophenol [51-28-5]^460 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192,4-Dinitrotoluene [121-14-2]^300 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192,6-Dinitrotoluene [606-20-2]^330 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192-Chloronaphthalene [91-58-7]^300 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192-Chlorophenol [95-57-8]^260 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192-Methyl-4,6-dinitrophenol [534-52-1]^350 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192-Methylnaphthalene [91-57-6]^300 DFM6F0101235003500D R-0510 ug/kg dry EPA 8270D 06/02/16 16:192-Methylphenol [95-48-7]^260 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:192-Nitroaniline [88-74-4]^320 DFM6F010123500ND R-0510 Page 11 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO-19 @ 3-4'Description:Lab Sample ID:CZ07555-05 05/25/16 12:30Received: CZ07555Work Order:05/24/16 13:40Sampled:SoilMatrix: 94.39% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Semivolatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/kg dry EPA 8270D 06/02/16 16:192-Nitrophenol [88-75-5]^330 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:193 & 4-Methylphenol [108-39-4/106-44-5]^280 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:193,3'-Dichlorobenzidine [91-94-1]^1000 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:193-Nitroaniline [99-09-2]^380 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:194-Bromophenyl-phenylether [101-55-3]^290 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:194-Chloro-3-methylphenol [59-50-7]^350 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:194-Chloroaniline [106-47-8]^990 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:194-Chlorophenyl-phenylether [7005-72-3]^280 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:194-Nitroaniline [100-01-6]^560 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:194-Nitrophenol [100-02-7]^330 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Acenaphthene [83-32-9]^300 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Acenaphthylene [208-96-8]^300 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Anthracene [120-12-7]^400 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Benzidine [92-87-5]^1200 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Benzo(a)anthracene [56-55-3]^300 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Benzo(a)pyrene [50-32-8]^350 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Benzo(b)fluoranthene [205-99-2]^190 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Benzo(g,h,i)perylene [191-24-2]^500 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Benzo(k)fluoranthene [207-08-9]^350 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Benzoic acid [65-85-0]^1600 DFM6F0101218000ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Benzyl alcohol [100-51-6]^240 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Bis(2-chloroethoxy)methane [111-91-1]^260 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Bis(2-chloroethyl)ether [111-44-4]^460 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Bis(2-chloroisopropyl)ether [108-60-1]^250 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Bis(2-ethylhexyl)phthalate [117-81-7]^370 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Butylbenzylphthalate [85-68-7]^420 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Chrysene [218-01-9]^320 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Dibenzo(a,h)anthracene [53-70-3]^540 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Dibenzofuran [132-64-9]^290 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Diethylphthalate [84-66-2]^300 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Dimethylphthalate [131-11-3]^350 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Di-n-butylphthalate [84-74-2]^430 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Di-n-octylphthalate [117-84-0]^350 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Fluoranthene [206-44-0]^380 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Fluorene [86-73-7]^310 DFM6F010123500730JD R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Hexachlorobenzene [118-74-1]^280 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Hexachlorobutadiene [87-68-3]^280 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Hexachlorocyclopentadiene [77-47-4]^410 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Hexachloroethane [67-72-1]^220 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Indeno(1,2,3-cd)pyrene [193-39-5]^500 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Isophorone [78-59-1]^320 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Naphthalene [91-20-3]^300 DFM6F010123500450JD R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Nitrobenzene [98-95-3]^280 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19N-Nitrosodimethylamine [62-75-9]^220 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19N-Nitroso-di-n-propylamine [621-64-7]^860 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19N-nitrosodiphenylamine/Diphenylamine [86-30-6/122-39-4]^ 570 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Pentachlorophenol [87-86-5]^350 DFM6F010123500ND R-0510 Page 12 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO-19 @ 3-4'Description:Lab Sample ID:CZ07555-05 05/25/16 12:30Received: CZ07555Work Order:05/24/16 13:40Sampled:SoilMatrix: 94.39% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Semivolatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/kg dry EPA 8270D 06/02/16 16:19Phenanthrene [85-01-8]^290 DFM6F0101235001600JD R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Phenol [108-95-2]^230 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Pyrene [129-00-0]^400 DFM6F010123500ND R-0510 ug/kg dry EPA 8270D 06/02/16 16:19Pyridine [110-86-1]^870 DFM6F010123500ND R-0510 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,4,6-Tribromophenol 28-13067 %DFMEPA 8270D 06/02/16 16:196F010122400 3530 R-0510 2-Fluorobiphenyl 56-12088 %DFMEPA 8270D 06/02/16 16:196F0101216001770 R-0510 2-Fluorophenol 49-12667 %DFMEPA 8270D 06/02/16 16:196F0101224003530 R-0510 Nitrobenzene-d5 50-11770 %DFMEPA 8270D 06/02/16 16:196F0101212001770 R-0510 Phenol-d5 56-12070 %DFMEPA 8270D 06/02/16 16:196F0101225003530 R-0510 Terphenyl-d14 36-15194 %DFMEPA 8270D 06/02/16 16:196F0101217001770 R-0510 Volatile Petroleum Hydrocarbons by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry MAVPH 06/02/16 17:33C5-C8 Aliphatics^0.798 TAL6F020223.23ND 1.02 mg/kg dry MAVPH 06/02/16 17:33C9-C10 Aromatics^0.517 TAL6F020221.0834.2 D 1.02 mg/kg dry MAVPH 06/02/16 17:33C9-C12 Aliphatics^1.62 TAL6F020223.2330.7 D 1.02 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene (FID)70-130301 %TALMAVPH06/02/16 17:336F0202216.2 5.39 QS-061.02 2,5-Dibromotoluene (PID)70-130156 %TALMAVPH06/02/16 17:336F020228.41 5.39 QS-061.02 Extractable Petroleum Hydrocarbons by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry MAEPH 06/03/16 12:31C11-C22 Aromatics^16 MWC6F0100988960D 5 mg/kg dry MAEPH 06/03/16 12:06C19-C36 Aliphatics^16 MWC6F0100888230D 5 mg/kg dry MAEPH 06/03/16 12:06C9-C18 Aliphatics^6.9 MWC6F0100888350D 5 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2-Bromonaphthalene 40-140 %MWCMAEPH06/03/16 12:316F010090.0 4.00 QS-045 2-Fluorobiphenyl 40-140 %MWCMAEPH06/03/16 12:316F010090.0 4.00 QS-045 Chloro-octadecane 40-140 %MWCMAEPH06/03/16 12:066F010080.0 1.41 QS-045 o-Terphenyl 40-140 %MWCMAEPH06/03/16 12:316F010090.0 1.41 QS-045 Page 13 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO-19 @ 10'Description:Lab Sample ID:CZ07555-06 05/25/16 12:30Received: CZ07555Work Order:05/24/16 13:50Sampled:SoilMatrix: 82.46% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Gasoline Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 06/01/16 17:17GRO (C6-C10)^0.88 TAL6E310183.5120 0.52 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene 59-168520 %TALEPA 8015C 06/01/16 17:176E31018336.30 QS-060.52 Diesel Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 06/01/16 15:12DRO (C10-C28)^52 MWC6E260071005500D 25 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF o-Terphenyl 51-138 %MWCEPA 8015C 06/01/16 15:126E260070.0 2.02 QS-0425 Page 14 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO- 19 GWDescription:Lab Sample ID:CZ07555-07 05/25/16 12:30Received: CZ07555Work Order:05/24/16 14:15Sampled:WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L EPA 624 06/01/16 10:32Benzene [71-43-2]^1.5 MSZ6E270301029D R-0410 ug/L EPA 624 06/01/16 10:32Ethylbenzene [100-41-4]^1.3 MSZ6E270301063D R-0410 ug/L EPA 624 06/01/16 10:32Isopropyl Ether [108-20-3]^0.54 MSZ6E2703010ND R-0410 ug/L EPA 624 06/01/16 10:32m,p-Xylenes [108-38-3/106-42-3]^1.7 MSZ6E2703020270D R-0410 ug/L EPA 624 06/01/16 10:32Methyl-tert-Butyl Ether [1634-04-4]^1.6 MSZ6E2703010ND R-0410 ug/L EPA 624 06/01/16 10:32o-Xylene [95-47-6]^0.65 MSZ6E2703010140D R-0410 ug/L EPA 624 06/01/16 10:32Toluene [108-88-3]^1.4 MSZ6E2703010ND R-0410 ug/L EPA 624 06/01/16 10:32Xylenes (Total) [1330-20-7]^2.4 MSZ6E2703030400D R-0410 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 4-Bromofluorobenzene 53-13693 %MSZEPA 624 06/01/16 10:326E270304750.0 R-041 Dibromofluoromethane 67-129101 %MSZEPA 624 06/01/16 10:326E270305150.0 R-041 Toluene-d8 59-13496 %MSZEPA 624 06/01/16 10:326E270304850.0 R-041 Semivolatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L EPA 625 05/31/16 17:011,2,4-Trichlorobenzene [120-82-1]^12 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:011,2-Dichlorobenzene [95-50-1]^11 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:011,3-Dichlorobenzene [541-73-1]^11 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:011,4-Dichlorobenzene [106-46-7]^10 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:012,4,6-Trichlorophenol [88-06-2]^11 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:012,4-Dichlorophenol [120-83-2]^14 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:012,4-Dimethylphenol [105-67-9]^13 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:012,4-Dinitrophenol [51-28-5]^26 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:012,4-Dinitrotoluene [121-14-2]^24 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:012,6-Dinitrotoluene [606-20-2]^15 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:012-Chloronaphthalene [91-58-7]^10 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:012-Chlorophenol [95-57-8]^12 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:012-Methyl-4,6-dinitrophenol [534-52-1]^29 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:012-Nitrophenol [88-75-5]^11 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:013,3'-Dichlorobenzidine [91-94-1]^33 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:014-Bromophenyl-phenylether [101-55-3]^10 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:014-Chloro-3-methylphenol [59-50-7]^15 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:014-Chlorophenyl-phenylether [7005-72-3]^16 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:014-Nitrophenol [100-02-7]^20 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Acenaphthene [83-32-9]^14 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Acenaphthylene [208-96-8]^12 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Anthracene [120-12-7]^16 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Benzidine [92-87-5]^16 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Benzo(a)anthracene [56-55-3]^13 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Benzo(a)pyrene [50-32-8]^13 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Benzo(b)fluoranthene [205-99-2]^10 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Benzo(g,h,i)perylene [191-24-2]^24 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Benzo(k)fluoranthene [207-08-9]^13 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Bis(2-chloroethoxy)methane [111-91-1]^14 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Bis(2-chloroethyl)ether [111-44-4]^12 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Bis(2-chloroisopropyl)ether [108-60-1]^13 DFM6E25001100ND R-0510 Page 15 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO- 19 GWDescription:Lab Sample ID:CZ07555-07 05/25/16 12:30Received: CZ07555Work Order:05/24/16 14:15Sampled:WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Semivolatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L EPA 625 05/31/16 17:01Bis(2-ethylhexyl)phthalate [117-81-7]^17 DFM6E2500150ND R-0510 ug/L EPA 625 05/31/16 17:01Butylbenzylphthalate [85-68-7]^20 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Chrysene [218-01-9]^20 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Dibenzo(a,h)anthracene [53-70-3]^23 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Diethylphthalate [84-66-2]^21 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Dimethylphthalate [131-11-3]^14 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Di-n-butylphthalate [84-74-2]^15 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Di-n-octylphthalate [117-84-0]^31 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Fluoranthene [206-44-0]^21 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Fluorene [86-73-7]^17 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Hexachlorobenzene [118-74-1]^10 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Hexachlorobutadiene [87-68-3]^12 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Hexachlorocyclopentadiene [77-47-4]^13 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Hexachloroethane [67-72-1]^11 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Indeno(1,2,3-cd)pyrene [193-39-5]^22 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Isophorone [78-59-1]^13 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Naphthalene [91-20-3]^13 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Nitrobenzene [98-95-3]^12 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01N-Nitrosodimethylamine [62-75-9]^13 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01N-Nitroso-di-n-propylamine [621-64-7]^15 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01N-Nitrosodiphenylamine/Diphenylamine [86-30-6/122-39-4]^ 21 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Pentachlorophenol [87-86-5]^18 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Phenanthrene [85-01-8]^14 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Phenol [108-95-2]^14 DFM6E25001100ND R-0510 ug/L EPA 625 05/31/16 17:01Pyrene [129-00-0]^21 DFM6E25001100ND R-0510 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,4,6-Tribromophenol 18-15771 %DFMEPA 625 05/31/16 17:016E2500171100 R-0510 2-Fluorobiphenyl 15-13976 %DFMEPA 625 05/31/16 17:016E250013850.0 R-0510 2-Fluorophenol 10-10442 %DFMEPA 625 05/31/16 17:016E2500142100 R-0510 Nitrobenzene-d5 16-14083 %DFMEPA 625 05/31/16 17:016E250014250.0 R-0510 Phenol-d5 10-8338 %DFMEPA 625 05/31/16 17:016E2500138100 R-0510 Terphenyl-d14 23-16462 %DFMEPA 625 05/31/16 17:016E250013150.0 R-0510 Volatile Petroleum Hydrocarbons by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L MAVPH 06/01/16 16:52C5-C8 Aliphatics^9.4 TAL6F0101460.044.1 JD 2 ug/L MAVPH 06/01/16 16:52C9-C10 Aromatics^8.4 TAL6F0101420860D 2 ug/L MAVPH 06/01/16 16:52C9-C12 Aliphatics^20.0 TAL6F0101460.0779D 2 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene (FID)70-130104 %TALMAVPH06/01/16 16:526F01014104 100 1 2,5-Dibromotoluene (PID)70-130103 %TALMAVPH06/01/16 16:526F01014100100 1 Page 16 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS GEO- 19 GWDescription:Lab Sample ID:CZ07555-07 05/25/16 12:30Received: CZ07555Work Order:05/24/16 14:15Sampled:WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Extractable Petroleum Hydrocarbons by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L MAEPH 06/06/16 17:48C11-C22 Aromatics^80 MWC6F0600620085J 2 ug/L MAEPH 06/06/16 17:23C19-C36 Aliphatics^100 MWC6F060051000ND 2 ug/L MAEPH 06/06/16 17:23C9-C18 Aliphatics^84 MWC6F060051000ND 2 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2-Fluorobiphenyl 40-14075 %MWCMAEPH06/06/16 17:486F060066.0 8.00 2 Chloro-octadecane 40-14033 %MWCMAEPH06/06/16 17:236F060051340.0 QS-032 o-Terphenyl 40-14088 %MWCMAEPH06/06/16 17:486F060063540.0 2 GP-22 @ 3-4'Description:Lab Sample ID:CZ07555-08 05/25/16 12:30Received: CZ07555Work Order:05/24/16 14:30Sampled:SoilMatrix: 92.52% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Gasoline Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 06/01/16 17:49GRO (C6-C10)^0.91 TAL6E310183.6ND 0.601 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene 59-168105 %TALEPA 8015C 06/01/16 17:496E310186.8 6.50 0.601 Diesel Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 05/31/16 15:07DRO (C10-C28)^1.8 MWC6E260073.62.9 J 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF o-Terphenyl 51-13878 %MWCEPA 8015C 05/31/16 15:076E260071.4 1.80 1 HA-1 @ 1-2'Description:Lab Sample ID:CZ07555-09 05/25/16 12:30Received: CZ07555Work Order:05/24/16 09:15Sampled:SoilMatrix: 94.90% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Gasoline Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 06/01/16 18:20GRO (C6-C10)^1.7 TAL6E310186.7ND 1.16 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene 59-168100 %TALEPA 8015C 06/01/16 18:206E310181212.2 1.16 Diesel Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 05/31/16 15:37DRO (C10-C28)^1.8 MWC6E260073.5110 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF o-Terphenyl 51-13881 %MWCEPA 8015C 05/31/16 15:376E260071.4 1.76 1 Page 17 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS TP-1 GWDescription:Lab Sample ID:CZ07555-10 05/25/16 12:30Received: CZ07555Work Order:05/24/16 12:30Sampled:WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Volatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L EPA 624 06/01/16 11:02Benzene [71-43-2]^0.15 MSZ6E270301.0ND 1 ug/L EPA 624 06/01/16 11:02Ethylbenzene [100-41-4]^0.13 MSZ6E270301.0ND 1 ug/L EPA 624 06/01/16 11:02Isopropyl Ether [108-20-3]^0.054 MSZ6E270301.0ND 1 ug/L EPA 624 06/01/16 11:02m,p-Xylenes [108-38-3/106-42-3]^0.17 MSZ6E270302.0ND 1 ug/L EPA 624 06/01/16 11:02Methyl-tert-Butyl Ether [1634-04-4]^0.16 MSZ6E270301.0ND 1 ug/L EPA 624 06/01/16 11:02o-Xylene [95-47-6]^0.065 MSZ6E270301.0ND 1 ug/L EPA 624 06/01/16 11:02Toluene [108-88-3]^0.14 MSZ6E270301.0ND 1 ug/L EPA 624 06/01/16 11:02Xylenes (Total) [1330-20-7]^0.24 MSZ6E270303.0ND 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 4-Bromofluorobenzene 53-13691 %MSZEPA 624 06/01/16 11:026E270304650.0 1 Dibromofluoromethane 67-129100 %MSZEPA 624 06/01/16 11:026E270305050.0 1 Toluene-d8 59-13495 %MSZEPA 624 06/01/16 11:026E270304850.0 1 Semivolatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L EPA 625 05/30/16 01:451,2,4-Trichlorobenzene [120-82-1]^1.2 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:451,2-Dichlorobenzene [95-50-1]^1.1 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:451,3-Dichlorobenzene [541-73-1]^1.1 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:451,4-Dichlorobenzene [106-46-7]^1.0 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:452,4,6-Trichlorophenol [88-06-2]^1.1 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:452,4-Dichlorophenol [120-83-2]^1.4 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:452,4-Dimethylphenol [105-67-9]^1.3 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:452,4-Dinitrophenol [51-28-5]^2.6 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:452,4-Dinitrotoluene [121-14-2]^2.4 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:452,6-Dinitrotoluene [606-20-2]^1.5 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:452-Chloronaphthalene [91-58-7]^1.0 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:452-Chlorophenol [95-57-8]^1.2 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:452-Methyl-4,6-dinitrophenol [534-52-1]^2.9 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:452-Nitrophenol [88-75-5]^1.1 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:453,3'-Dichlorobenzidine [91-94-1]^3.3 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:454-Bromophenyl-phenylether [101-55-3]^1.0 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:454-Chloro-3-methylphenol [59-50-7]^1.5 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:454-Chlorophenyl-phenylether [7005-72-3]^1.6 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:454-Nitrophenol [100-02-7]^2.0 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Acenaphthene [83-32-9]^1.4 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Acenaphthylene [208-96-8]^1.2 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Anthracene [120-12-7]^1.6 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Benzidine [92-87-5]^1.6 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Benzo(a)anthracene [56-55-3]^1.3 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Benzo(a)pyrene [50-32-8]^1.3 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Benzo(b)fluoranthene [205-99-2]^1.0 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Benzo(g,h,i)perylene [191-24-2]^2.4 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Benzo(k)fluoranthene [207-08-9]^1.3 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Bis(2-chloroethoxy)methane [111-91-1]^1.4 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Bis(2-chloroethyl)ether [111-44-4]^1.2 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Bis(2-chloroisopropyl)ether [108-60-1]^1.3 DFM6E2500110ND 1 Page 18 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS TP-1 GWDescription:Lab Sample ID:CZ07555-10 05/25/16 12:30Received: CZ07555Work Order:05/24/16 12:30Sampled:WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Semivolatile Organic Compounds by GCMS ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L EPA 625 05/30/16 01:45Bis(2-ethylhexyl)phthalate [117-81-7]^1.7 DFM6E250015.0ND 1 ug/L EPA 625 05/30/16 01:45Butylbenzylphthalate [85-68-7]^2.0 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Chrysene [218-01-9]^2.0 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Dibenzo(a,h)anthracene [53-70-3]^2.3 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Diethylphthalate [84-66-2]^2.1 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Dimethylphthalate [131-11-3]^1.4 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Di-n-butylphthalate [84-74-2]^1.5 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Di-n-octylphthalate [117-84-0]^3.1 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Fluoranthene [206-44-0]^2.1 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Fluorene [86-73-7]^1.7 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Hexachlorobenzene [118-74-1]^1.0 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Hexachlorobutadiene [87-68-3]^1.2 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Hexachlorocyclopentadiene [77-47-4]^1.3 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Hexachloroethane [67-72-1]^1.1 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Indeno(1,2,3-cd)pyrene [193-39-5]^2.2 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Isophorone [78-59-1]^1.3 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Naphthalene [91-20-3]^1.3 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Nitrobenzene [98-95-3]^1.2 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45N-Nitrosodimethylamine [62-75-9]^1.3 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45N-Nitroso-di-n-propylamine [621-64-7]^1.5 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45N-Nitrosodiphenylamine/Diphenylamine [86-30-6/122-39-4]^ 2.1 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Pentachlorophenol [87-86-5]^1.8 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Phenanthrene [85-01-8]^1.4 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Phenol [108-95-2]^1.4 DFM6E2500110ND 1 ug/L EPA 625 05/30/16 01:45Pyrene [129-00-0]^2.1 DFM6E2500110ND 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,4,6-Tribromophenol 18-15789 %DFMEPA 625 05/30/16 01:456E2500189100 1 2-Fluorobiphenyl 15-13987 %DFMEPA 625 05/30/16 01:456E250014450.0 1 2-Fluorophenol 10-10455 %DFMEPA 625 05/30/16 01:456E2500155100 1 Nitrobenzene-d5 16-14075 %DFMEPA 625 05/30/16 01:456E250013850.0 1 Phenol-d5 10-8344 %DFMEPA 625 05/30/16 01:456E2500144100 1 Terphenyl-d14 23-16482 %DFMEPA 625 05/30/16 01:456E250014150.0 1 Volatile Petroleum Hydrocarbons by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L MAVPH 06/01/16 15:19C5-C8 Aliphatics^4.7 TAL6F0101430.0ND 1 ug/L MAVPH 06/01/16 15:19C9-C10 Aromatics^4.2 TAL6F0101410ND 1 ug/L MAVPH 06/01/16 15:19C9-C12 Aliphatics^10.0 TAL6F0101430.0ND 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene (FID)70-130134 %TALMAVPH06/01/16 15:196F01014134 100 QS-031 2,5-Dibromotoluene (PID)70-130112 %TALMAVPH06/01/16 15:196F01014110100 1 Page 19 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS TP-1 GWDescription:Lab Sample ID:CZ07555-10 05/25/16 12:30Received: CZ07555Work Order:05/24/16 12:30Sampled:WaterMatrix: Phil RahnSampled By:Project:MM-Malmo Asphalt Extractable Petroleum Hydrocarbons by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] ug/L MAEPH 06/06/16 18:40C11-C22 Aromatics^98 MWC6F06006240ND 2.44 ug/L MAEPH 06/06/16 18:14C19-C36 Aliphatics^120 MWC6F060051200ND 2.44 ug/L MAEPH 06/06/16 18:14C9-C18 Aliphatics^100 MWC6F060051200ND 2.44 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2-Fluorobiphenyl 40-14083 %MWCMAEPH06/06/16 18:406F060068.1 9.76 2.44 Chloro-octadecane 40-14045 %MWCMAEPH06/06/16 18:146F060052248.8 2.44 o-Terphenyl 40-140100 %MWCMAEPH06/06/16 18:406F060064948.8 2.44 TP-21 @ 2-3Description:Lab Sample ID:CZ07555-11 05/25/16 12:30Received: CZ07555Work Order:05/24/16 15:05Sampled:SoilMatrix: 87.34% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Gasoline Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 06/01/16 18:51GRO (C6-C10)^0.94 TAL6E310183.7ND 0.585 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene 59-16899 %TALEPA 8015C 06/01/16 18:516E310186.6 6.70 0.585 Diesel Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 05/31/16 16:36DRO (C10-C28)^1.9 MWC6E260073.836 1 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF o-Terphenyl 51-13889 %MWCEPA 8015C 05/31/16 16:366E260071.7 1.91 1 TCLP Metals by 6000/7000 Series Methods ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/L EPA 6010D 06/03/16 10:57Arsenic [7440-38-2]^0.340 JDH6F020120.500ND 50 mg/L EPA 6010D 06/03/16 10:57Barium [7440-39-3]^0.0500 JDH6F020120.5000.586 50 mg/L EPA 6010D 06/03/16 10:57Cadmium [7440-43-9]^0.0180 JDH6F020120.0500ND 50 mg/L EPA 6010D 06/03/16 10:57Chromium [7440-47-3]^0.0500 JDH6F020120.500ND 50 mg/L EPA 6010D 06/03/16 10:57Lead [7439-92-1]^0.155 JDH6F020120.500ND 50 mg/L EPA 7470A 06/03/16 14:25Mercury [7439-97-6]^0.00340 WinHg6F020350.00400ND 20 mg/L EPA 6010D 06/03/16 10:57Selenium [7782-49-2]^0.310 JDH6F020120.500ND 50 mg/L EPA 6010D 06/03/16 10:57Silver [7440-22-4]^0.250 JDH6F020120.500ND 50 Page 20 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com ANALYTICAL RESULTS TP-1 @ 3-4'Description:Lab Sample ID:CZ07555-12 05/25/16 12:30Received: CZ07555Work Order:05/24/16 10:20Sampled:SoilMatrix: 86.47% Solids:Phil RahnSampled By:Project:MM-Malmo Asphalt Gasoline Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 06/01/16 19:22GRO (C6-C10)^1.1 TAL6E310184.5ND 0.71 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF 2,5-Dibromotoluene 59-16876 %TALEPA 8015C 06/01/16 19:226E310186.2 8.21 0.71 Diesel Range Organics by GC ^ - ENCO Cary certified analyte [NC 591] NotesFlagPQLBatchByAnalyzedMethodMDLResultsUnitsDFAnalyte [CAS Number] mg/kg dry EPA 8015C 05/31/16 17:06DRO (C10-C28)^3.9 MWC6E260077.696 2 Surrogates Results Spike Lvl % Rec Batch Method Analyzed By% Rec Limits NotesDF o-Terphenyl 51-13891 %MWCEPA 8015C 05/31/16 17:066E260071.8 1.93 2 Page 21 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 6E26012 - EPA 5035_MS Prepared: 05/26/2016 10:31 Analyzed: 05/26/2016 17:13Blank (6E26012-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg wet1.00.16 U 1,1,1,2-Tetrachloroethane ug/kg wet1.00.25 U 1,1,1-Trichloroethane ug/kg wet1.00.20 U 1,1,2,2-Tetrachloroethane ug/kg wet1.00.25 U 1,1,2-Trichloroethane ug/kg wet1.00.25 U 1,1-Dichloroethane ug/kg wet1.00.30 U 1,1-Dichloroethene ug/kg wet1.00.16 U 1,1-Dichloropropene ug/kg wet1.00.28 U 1,2,3-Trichlorobenzene ug/kg wet1.00.64 U 1,2,3-Trichloropropane ug/kg wet1.00.27 U 1,2,4-Trichlorobenzene ug/kg wet1.00.17 U 1,2,4-Trimethylbenzene ug/kg wet1.00.79 U 1,2-Dibromo-3-chloropropane ug/kg wet1.00.46 U 1,2-Dibromoethane ug/kg wet1.00.27 U 1,2-Dichlorobenzene ug/kg wet1.00.41 U 1,2-Dichloroethane ug/kg wet1.00.26 U 1,2-Dichloropropane ug/kg wet1.00.20 U 1,3,5-Trimethylbenzene ug/kg wet1.00.22 U 1,3-Dichlorobenzene ug/kg wet1.00.29 U 1,3-Dichloropropane ug/kg wet1.00.20 U 1,4-Dichlorobenzene ug/kg wet1.00.23 U 2,2-Dichloropropane ug/kg wet5.00.78 U 2-Butanone ug/kg wet5.00.16 U 2-Chloroethyl Vinyl Ether ug/kg wet1.00.18 U 2-Chlorotoluene ug/kg wet5.00.75 U 2-Hexanone ug/kg wet1.00.26 U 4-Chlorotoluene ug/kg wet1.00.16 U 4-Isopropyltoluene ug/kg wet5.00.57 U 4-Methyl-2-pentanone ug/kg wet5.01.4 U Acetone ug/kg wet1.00.17 U Benzene ug/kg wet1.00.22 U Bromobenzene ug/kg wet1.00.41 U Bromochloromethane ug/kg wet1.00.24 U Bromodichloromethane ug/kg wet1.00.45 U Bromoform ug/kg wet1.00.32 U Bromomethane ug/kg wet5.00.39 U Carbon disulfide ug/kg wet1.00.22 U Carbon Tetrachloride ug/kg wet1.00.17 U Chlorobenzene ug/kg wet1.00.25 U Chloroethane ug/kg wet1.00.18 U Chloroform ug/kg wet1.00.21 U Chloromethane ug/kg wet1.00.23 U cis-1,2-Dichloroethene ug/kg wet1.00.17 U cis-1,3-Dichloropropene ug/kg wet1.00.35 U Dibromochloromethane ug/kg wet1.00.33 U Dibromomethane ug/kg wet1.00.45 U Dichlorodifluoromethane ug/kg wet1.00.20 U Ethylbenzene ug/kg wet1.00.35 U Hexachlorobutadiene ug/kg wet1.00.18 U Isopropyl Ether Page 22 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 6E26012 - EPA 5035_MS - Continued Prepared: 05/26/2016 10:31 Analyzed: 05/26/2016 17:13Blank (6E26012-BLK1) Continued FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg wet1.00.15 U Isopropylbenzene ug/kg wet2.00.37 U m,p-Xylenes ug/kg wet2.00.73 U Methylene Chloride ug/kg wet1.00.30 U Methyl-tert-Butyl Ether ug/kg wet1.00.27 U Naphthalene ug/kg wet1.00.13 U n-Butyl Benzene ug/kg wet1.00.18 U n-Propyl Benzene ug/kg wet1.00.22 U o-Xylene ug/kg wet1.00.95 U sec-Butylbenzene ug/kg wet1.00.98 U Styrene ug/kg wet1.00.17 U tert-Butylbenzene ug/kg wet1.00.28 U Tetrachloroethene ug/kg wet1.00.24 U Toluene ug/kg wet1.00.37 U trans-1,2-Dichloroethene ug/kg wet1.00.39 U trans-1,3-Dichloropropene ug/kg wet1.00.32 U Trichloroethene ug/kg wet1.00.26 U Trichlorofluoromethane ug/kg wet1.00.24 U Vinyl chloride ug/kg wet3.00.56 U Xylenes (Total) ug/L 50.0 50-1274-Bromofluorobenzene 9146 ug/L 50.0 52-128Dibromofluoromethane10251 ug/L 50.0 57-124Toluene-d8 9547 Prepared: 05/26/2016 10:31 Analyzed: 05/26/2016 14:17LCS (6E26012-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg wet1.0 20.0 64-1338818 1,1-Dichloroethene ug/kg wet1.0 20.0 79-1299419 Benzene ug/kg wet1.0 20.0 79-1219319 Chlorobenzene ug/kg wet1.0 20.0 77-1209218 Toluene ug/kg wet1.0 20.0 78-1189419 Trichloroethene ug/L 50.0 50-1274-Bromofluorobenzene 9346 ug/L 50.0 52-128Dibromofluoromethane10050 ug/L 50.0 57-124Toluene-d8 9548 Prepared: 05/26/2016 10:31 Analyzed: 05/26/2016 14:46Matrix Spike (6E26012-MS1) Source: CZ07601-05 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg wet1.0 20.0 64-133900.30 U18 1,1-Dichloroethene ug/kg wet1.0 20.0 79-129950.17 U19 Benzene ug/kg wet1.0 20.0 79-121910.17 U18 Chlorobenzene ug/kg wet1.0 20.0 77-120920.24 U18 Toluene ug/kg wet1.0 20.0 78-118940.32 U19 Trichloroethene ug/L 50.0 50-1274-Bromofluorobenzene 9246 ug/L 50.0 52-128Dibromofluoromethane10050 ug/L 50.0 57-124Toluene-d8 9749 Page 23 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 6E26012 - EPA 5035_MS - Continued Prepared: 05/26/2016 10:31 Analyzed: 05/26/2016 15:16Matrix Spike Dup (6E26012-MSD1) Source: CZ07601-05 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg wet1.0 20.0 2364-13387 30.30 U17 1,1-Dichloroethene ug/kg wet1.0 20.0 2379-12986 90.17 U17 Benzene ug/kg wet1.0 20.0 2579-12187 50.17 U17 Chlorobenzene ug/kg wet1.0 20.0 2377-12086 60.24 U17 Toluene ug/kg wet1.0 20.0 2478-11886 80.32 U17 Trichloroethene ug/L 50.0 50-1274-Bromofluorobenzene 9045 ug/L 50.0 52-128Dibromofluoromethane10050 ug/L 50.0 57-124Toluene-d8 9447 Batch 6E26014 - EPA 5030B_MS Prepared: 05/26/2016 10:40 Analyzed: 05/26/2016 17:13Blank (6E26014-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.00.17 U 1,1,1,2-Tetrachloroethane ug/L1.00.12 U 1,1,1-Trichloroethane ug/L1.00.28 U 1,1,2,2-Tetrachloroethane ug/L1.00.14 U 1,1,2-Trichloroethane ug/L1.00.13 U 1,1-Dichloroethane ug/L1.00.21 U 1,1-Dichloroethene ug/L1.00.15 U 1,1-Dichloropropene ug/L1.00.012 U 1,2,3-Trichlorobenzene ug/L1.00.23 U 1,2,3-Trichloropropane ug/L1.00.14 U 1,2,4-Trichlorobenzene ug/L1.00.10 U 1,2,4-Trimethylbenzene ug/L1.00.48 U 1,2-Dibromo-3-chloropropane ug/L1.00.66 U 1,2-Dibromoethane ug/L1.00.19 U 1,2-Dichlorobenzene ug/L1.00.21 U 1,2-Dichloroethane ug/L1.00.10 U 1,2-Dichloropropane ug/L1.00.30 U 1,3,5-Trimethylbenzene ug/L1.00.15 U 1,3-Dichlorobenzene ug/L1.00.16 U 1,3-Dichloropropane ug/L1.00.19 U 1,4-Dichlorobenzene ug/L1.00.28 U 2,2-Dichloropropane ug/L5.01.3 U 2-Butanone ug/L5.01.1 U 2-Chloroethyl Vinyl Ether ug/L1.00.081 U 2-Chlorotoluene ug/L5.00.88 U 2-Hexanone ug/L1.00.068 U 4-Chlorotoluene ug/L1.00.085 U 4-Isopropyltoluene ug/L5.01.1 U 4-Methyl-2-pentanone ug/L5.01.2 U Acetone ug/L1.00.15 U Benzene ug/L1.00.16 U Bromobenzene ug/L1.00.48 U Bromochloromethane ug/L1.00.17 U Bromodichloromethane ug/L1.00.22 U Bromoform ug/L1.00.14 U Bromomethane Page 24 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 6E26014 - EPA 5030B_MS - Continued Prepared: 05/26/2016 10:40 Analyzed: 05/26/2016 17:13Blank (6E26014-BLK1) Continued FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L5.01.5 U Carbon disulfide ug/L1.00.17 U Carbon tetrachloride ug/L1.00.17 U Chlorobenzene ug/L1.00.23 U Chloroethane ug/L1.00.18 U Chloroform ug/L1.00.13 U Chloromethane ug/L1.00.15 U cis-1,2-Dichloroethene ug/L1.00.20 U cis-1,3-Dichloropropene ug/L1.00.17 U Dibromochloromethane ug/L1.00.27 U Dibromomethane ug/L1.00.20 U Dichlorodifluoromethane ug/L1.00.13 U Ethylbenzene ug/L1.00.22 U Hexachlorobutadiene ug/L1.00.14 U Isopropylbenzene ug/L2.00.17 U m,p-Xylenes ug/L1.00.23 U Methylene chloride ug/L1.00.16 U Methyl-tert-Butyl Ether ug/L1.00.11 U Naphthalene ug/L1.00.058 U n-Butyl Benzene ug/L1.00.12 U n-Propyl Benzene ug/L1.00.065 U o-Xylene ug/L1.00.10 U sec-Butylbenzene ug/L1.00.11 U Styrene ug/L1.00.17 U tert-Butylbenzene ug/L1.00.17 U Tetrachloroethene ug/L1.00.14 U Toluene ug/L1.00.21 U trans-1,2-Dichloroethene ug/L1.00.15 U trans-1,3-Dichloropropene ug/L1.00.15 U Trichloroethene ug/L1.00.24 U Trichlorofluoromethane ug/L1.00.32 U Vinyl chloride ug/L3.00.45 U Xylenes (Total) ug/L 50.0 53-1364-Bromofluorobenzene 9146 ug/L 50.0 67-129Dibromofluoromethane10251 ug/L 50.0 59-134Toluene-d8 9547 Prepared: 05/26/2016 10:40 Analyzed: 05/26/2016 13:48LCS (6E26014-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.0 20.0 75-1338818 1,1-Dichloroethene ug/L1.0 20.0 81-1349218 Benzene ug/L1.0 20.0 83-1178317 Chlorobenzene ug/L1.0 20.0 71-1188317 Toluene ug/L1.0 20.0 74-1198918 Trichloroethene ug/L 50.0 53-1364-Bromofluorobenzene 8542 ug/L 50.0 67-129Dibromofluoromethane10150 ug/L 50.0 59-134Toluene-d8 9547 Page 25 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 6E26014 - EPA 5030B_MS - Continued Prepared: 05/26/2016 10:40 Analyzed: 05/26/2016 13:12Matrix Spike (6E26014-MS1) Source: CZ07601-02 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.0 20.0 75-133870.21 U17 1,1-Dichloroethene ug/L1.0 20.0 81-134920.15 U18 Benzene ug/L1.0 20.0 83-117920.17 U18 Chlorobenzene ug/L1.0 20.0 71-118920.14 U18 Toluene ug/L1.0 20.0 74-119920.15 U18 Trichloroethene ug/L 50.0 53-1364-Bromofluorobenzene 8945 ug/L 50.0 67-129Dibromofluoromethane9950 ug/L 50.0 59-134Toluene-d8 9447 Prepared: 05/26/2016 10:40 Analyzed: 05/26/2016 12:43Matrix Spike Dup (6E26014-MSD1) Source: CZ07601-02 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.0 20.0 2075-13387 0.060.21 U17 1,1-Dichloroethene ug/L1.0 20.0 1781-13493 0.40.15 U19 Benzene ug/L1.0 20.0 1683-11789 30.17 U18 Chlorobenzene ug/L1.0 20.0 1771-11888 40.14 U18 Toluene ug/L1.0 20.0 2274-11991 0.50.15 U18 Trichloroethene ug/L 50.0 53-1364-Bromofluorobenzene 9145 ug/L 50.0 67-129Dibromofluoromethane10050 ug/L 50.0 59-134Toluene-d8 9548 Batch 6E27030 - EPA 5030B_MS Prepared: 05/27/2016 15:15 Analyzed: 06/01/2016 03:37Blank (6E27030-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.00.15 U Benzene ug/L1.00.13 U Ethylbenzene ug/L1.00.054 U Isopropyl Ether ug/L2.00.17 U m,p-Xylenes ug/L1.00.16 U Methyl-tert-Butyl Ether ug/L1.00.065 U o-Xylene ug/L1.00.14 U Toluene ug/L3.00.24 U Xylenes (Total) ug/L 50.0 56-1611,2-Dichloroethane-d4 9145 ug/L 50.0 53-1364-Bromofluorobenzene 9246 ug/L 50.0 67-129Dibromofluoromethane10150 ug/L 50.0 59-134Toluene-d8 9547 Prepared: 05/27/2016 15:15 Analyzed: 06/01/2016 00:10LCS (6E27030-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.0 20.0 37-1518517 Benzene ug/L1.0 20.0 37-1628116 Ethylbenzene ug/L2.0 40.0 79-1218434 m,p-Xylenes ug/L1.0 20.0 10-1278818 Methyl-tert-Butyl Ether ug/L1.0 20.0 71-1258417 o-Xylene ug/L1.0 20.0 47-1508216 Toluene Page 26 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Volatile Organic Compounds by GCMS - Quality Control Batch 6E27030 - EPA 5030B_MS - Continued Prepared: 05/27/2016 15:15 Analyzed: 06/01/2016 00:10LCS (6E27030-BS1) Continued FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L3.0 60.0 77-1218450 Xylenes (Total) ug/L 50.0 56-1611,2-Dichloroethane-d4 8944 ug/L 50.0 53-1364-Bromofluorobenzene 9146 ug/L 50.0 67-129Dibromofluoromethane9950 ug/L 50.0 59-134Toluene-d8 9447 Prepared: 05/27/2016 15:15 Analyzed: 06/01/2016 00:40Matrix Spike (6E27030-MS1) Source: CZ06909-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.0 20.0 37-1511050.15 U21 Benzene ug/L1.0 20.0 37-162970.13 U19 Ethylbenzene ug/L2.0 40.0 79-1211010.17 U40 m,p-Xylenes ug/L1.0 20.0 10-1271000.16 U20 Methyl-tert-Butyl Ether ug/L1.0 20.0 71-125980.065 U20 o-Xylene ug/L1.0 20.0 47-150980.14 U20 Toluene ug/L3.0 60.0 77-1211000.24 U60 Xylenes (Total) ug/L 50.0 56-1611,2-Dichloroethane-d4 9045 ug/L 50.0 53-1364-Bromofluorobenzene 8945 ug/L 50.0 67-129Dibromofluoromethane9949 ug/L 50.0 59-134Toluene-d8 9547 Prepared: 05/27/2016 15:15 Analyzed: 06/01/2016 01:09Matrix Spike Dup (6E27030-MSD1) Source: CZ06909-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L1.0 20.0 2537-151104 0.50.15 U21 Benzene ug/L1.0 20.0 2537-16299 20.13 U20 Ethylbenzene ug/L2.0 40.0 2579-121103 20.17 U41 m,p-Xylenes ug/L1.0 20.0 2510-12798 20.16 U20 Methyl-tert-Butyl Ether ug/L1.0 20.0 2571-125104 60.065 U21 o-Xylene ug/L1.0 20.0 2547-150101 30.14 U20 Toluene ug/L3.0 60.0 1677-121103 30.24 U62 Xylenes (Total) ug/L 50.0 56-1611,2-Dichloroethane-d4 8844 ug/L 50.0 53-1364-Bromofluorobenzene 9447 ug/L 50.0 67-129Dibromofluoromethane10050 ug/L 50.0 59-134Toluene-d8 9547 Semivolatile Organic Compounds by GCMS - Quality Control Batch 6E25001 - EPA 3510C_MS Prepared: 05/25/2016 08:40 Analyzed: 05/29/2016 17:17Blank (6E25001-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L101.2 U 1,2,4-Trichlorobenzene ug/L101.1 U 1,2-Dichlorobenzene ug/L101.1 U 1,3-Dichlorobenzene ug/L101.0 U 1,4-Dichlorobenzene ug/L101.1 U 2,4,6-Trichlorophenol Page 27 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Semivolatile Organic Compounds by GCMS - Quality Control Batch 6E25001 - EPA 3510C_MS - Continued Prepared: 05/25/2016 08:40 Analyzed: 05/29/2016 17:17Blank (6E25001-BLK1) Continued FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L101.4 U 2,4-Dichlorophenol ug/L101.3 U 2,4-Dimethylphenol ug/L102.6 U 2,4-Dinitrophenol ug/L102.4 U 2,4-Dinitrotoluene ug/L101.5 U 2,6-Dinitrotoluene ug/L101.0 U 2-Chloronaphthalene ug/L101.2 U 2-Chlorophenol ug/L102.9 U 2-Methyl-4,6-dinitrophenol ug/L101.1 U 2-Nitrophenol ug/L103.3 U 3,3'-Dichlorobenzidine ug/L101.0 U 4-Bromophenyl-phenylether ug/L101.5 U 4-Chloro-3-methylphenol ug/L101.6 U 4-Chlorophenyl-phenylether ug/L102.0 U 4-Nitrophenol ug/L101.4 U Acenaphthene ug/L101.2 U Acenaphthylene ug/L101.6 U Anthracene ug/L101.6 U Benzidine ug/L101.3 U Benzo(a)anthracene ug/L101.3 U Benzo(a)pyrene ug/L101.0 U Benzo(b)fluoranthene ug/L102.4 U Benzo(g,h,i)perylene ug/L101.3 U Benzo(k)fluoranthene ug/L101.4 U Bis(2-chloroethoxy)methane ug/L101.2 U Bis(2-chloroethyl)ether ug/L101.3 U Bis(2-chloroisopropyl)ether ug/L5.01.7 U Bis(2-ethylhexyl)phthalate ug/L102.0 U Butylbenzylphthalate ug/L102.0 U Chrysene ug/L102.3 U Dibenzo(a,h)anthracene ug/L102.1 U Diethylphthalate ug/L101.4 U Dimethylphthalate ug/L101.5 U Di-n-butylphthalate ug/L103.1 U Di-n-octylphthalate ug/L102.1 U Fluoranthene ug/L101.7 U Fluorene ug/L101.0 U Hexachlorobenzene ug/L101.2 U Hexachlorobutadiene ug/L101.3 U Hexachlorocyclopentadiene ug/L101.1 U Hexachloroethane ug/L102.2 U Indeno(1,2,3-cd)pyrene ug/L101.3 U Isophorone ug/L101.3 U Naphthalene ug/L101.2 U Nitrobenzene ug/L101.3 U N-Nitrosodimethylamine ug/L101.5 U N-Nitroso-di-n-propylamine ug/L102.1 U N-Nitrosodiphenylamine/Diphenylamine ug/L101.8 U Pentachlorophenol ug/L101.4 U Phenanthrene Page 28 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Semivolatile Organic Compounds by GCMS - Quality Control Batch 6E25001 - EPA 3510C_MS - Continued Prepared: 05/25/2016 08:40 Analyzed: 05/29/2016 17:17Blank (6E25001-BLK1) Continued FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L101.4 U Phenol ug/L102.1 U Pyrene ug/L 100 18-1572,4,6-Tribromophenol 5757 ug/L 50.0 15-1392-Fluorobiphenyl 7236 ug/L 100 10-1042-Fluorophenol 5050 ug/L 50.0 16-140Nitrobenzene-d5 6231 ug/L 100 10-83Phenol-d5 3939 ug/L 50.0 23-164Terphenyl-d14 8241 Prepared: 05/25/2016 08:40 Analyzed: 05/29/2016 17:49LCS (6E25001-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L10 50.0 44-1427538 1,2,4-Trichlorobenzene ug/L10 50.0 32-1297136 1,2-Dichlorobenzene ug/L10 50.0 10-1726935 1,3-Dichlorobenzene ug/L10 50.0 20-1247035 1,4-Dichlorobenzene ug/L10 50.0 61-1198141 2,4,6-Trichlorophenol ug/L10 50.0 49-1188241 2,4-Dichlorophenol ug/L10 50.0 42-1117839 2,4-Dimethylphenol ug/L10 50.0 1-1494020 2,4-Dinitrophenol ug/L10 50.0 39-1398844 2,4-Dinitrotoluene ug/L10 50.0 50-1588744 2,6-Dinitrotoluene ug/L10 50.0 60-1188341 2-Chloronaphthalene ug/L10 50.0 23-1347839 2-Chlorophenol ug/L10 50.0 33-1607337 2-Methyl-4,6-dinitrophenol ug/L10 50.0 36-1138341 2-Nitrophenol ug/L10 50.0 10-26210452 3,3'-Dichlorobenzidine ug/L10 50.0 53-1278643 4-Bromophenyl-phenylether ug/L10 50.0 25-1478241 4-Chloro-3-methylphenol ug/L10 50.0 25-1589045 4-Chlorophenyl-phenylether ug/L10 50.0 33-1055125 4-Nitrophenol ug/L10 50.0 47-1458442 Acenaphthene ug/L10 50.0 33-1458342 Acenaphthylene ug/L10 50.0 27-1338944 Anthracene ug/L10 50.0 10-1363719 Benzidine ug/L10 50.0 33-1438442 Benzo(a)anthracene ug/L10 50.0 17-1638543 Benzo(a)pyrene ug/L10 50.0 24-1598844 Benzo(b)fluoranthene ug/L10 50.0 10-2197135 Benzo(g,h,i)perylene ug/L10 50.0 11-1628743 Benzo(k)fluoranthene ug/L10 50.0 33-1848241 Bis(2-chloroethoxy)methane ug/L10 50.0 12-1588643 Bis(2-chloroethyl)ether ug/L10 50.0 36-1668040 Bis(2-chloroisopropyl)ether ug/L5.0 50.0 10-1588643 Bis(2-ethylhexyl)phthalate ug/L10 50.0 64-15210151 Butylbenzylphthalate ug/L10 50.0 17-1688643 Chrysene ug/L10 50.0 10-2277336 Dibenzo(a,h)anthracene ug/L10 50.0 62-1278744 Diethylphthalate ug/L10 50.0 10-1148643 Dimethylphthalate Page 29 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Semivolatile Organic Compounds by GCMS - Quality Control Batch 6E25001 - EPA 3510C_MS - Continued Prepared: 05/25/2016 08:40 Analyzed: 05/29/2016 17:49LCS (6E25001-BS1) Continued FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L10 50.0 10-1189145 Di-n-butylphthalate ug/L10 50.0 10-1469447 Di-n-octylphthalate ug/L10 50.0 26-1379145 Fluoranthene ug/L10 50.0 59-1218944 Fluorene ug/L10 50.0 10-1528442 Hexachlorobenzene ug/L10 50.0 24-1167437 Hexachlorobutadiene ug/L10 50.0 10-997135 Hexachlorocyclopentadiene ug/L10 50.0 12-826633 Hexachloroethane ug/L10 50.0 10-1717236 Indeno(1,2,3-cd)pyrene ug/L10 50.0 21-1968342 Isophorone ug/L10 50.0 21-1338040 Naphthalene ug/L10 50.0 35-1807839 Nitrobenzene ug/L10 50.0 24-946331 N-Nitrosodimethylamine ug/L10 50.0 10-2308241 N-Nitroso-di-n-propylamine ug/L10 50.0 51-1355929 Pentachlorophenol ug/L10 50.0 54-1208844 Phenanthrene ug/L10 50.0 19-785226 Phenol ug/L10 50.0 65-1349246 Pyrene ug/L 100 18-1572,4,6-Tribromophenol 9191 ug/L 50.0 15-1392-Fluorobiphenyl 8342 ug/L 100 10-1042-Fluorophenol 6161 ug/L 50.0 16-140Nitrobenzene-d5 8241 ug/L 100 10-83Phenol-d5 4949 ug/L 50.0 23-164Terphenyl-d14 9749 Prepared: 05/25/2016 08:40 Analyzed: 05/29/2016 18:21Matrix Spike (6E25001-MS1) Source: CZ06911-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L10 50.0 44-142761.2 U38 1,2,4-Trichlorobenzene ug/L10 50.0 32-129731.1 U36 1,2-Dichlorobenzene ug/L10 50.0 10-172711.1 U36 1,3-Dichlorobenzene ug/L10 50.0 20-124721.0 U36 1,4-Dichlorobenzene ug/L10 50.0 61-119841.1 U42 2,4,6-Trichlorophenol ug/L10 50.0 49-118811.4 U40 2,4-Dichlorophenol ug/L10 50.0 42-111781.3 U39 2,4-Dimethylphenol ug/L10 50.0 11-149552.6 U28 2,4-Dinitrophenol ug/L10 50.0 39-139842.4 U42 2,4-Dinitrotoluene ug/L10 50.0 50-158841.5 U42 2,6-Dinitrotoluene ug/L10 50.0 60-118851.0 U42 2-Chloronaphthalene ug/L10 50.0 23-134771.2 U38 2-Chlorophenol ug/L10 50.0 33-160822.9 U41 2-Methyl-4,6-dinitrophenol ug/L10 50.0 36-113811.1 U40 2-Nitrophenol ug/L10 50.0 10-2621003.3 U50 3,3'-Dichlorobenzidine ug/L10 50.0 53-127861.0 U43 4-Bromophenyl-phenylether ug/L10 50.0 25-147771.5 U38 4-Chloro-3-methylphenol ug/L10 50.0 25-158881.6 U44 4-Chlorophenyl-phenylether ug/L10 50.0 33-105482.0 U24 4-Nitrophenol ug/L10 50.0 47-145841.4 U42 Acenaphthene ug/L10 50.0 33-145821.2 U41 Acenaphthylene Page 30 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Semivolatile Organic Compounds by GCMS - Quality Control Batch 6E25001 - EPA 3510C_MS - Continued Prepared: 05/25/2016 08:40 Analyzed: 05/29/2016 18:21Matrix Spike (6E25001-MS1) Continued Source: CZ06911-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L10 50.0 27-133891.6 U44 Anthracene ug/L10 50.0 10-136401.6 U20 Benzidine ug/L10 50.0 33-143831.3 U41 Benzo(a)anthracene ug/L10 50.0 17-163851.3 U42 Benzo(a)pyrene ug/L10 50.0 24-159881.0 U44 Benzo(b)fluoranthene ug/L10 50.0 10-219692.4 U34 Benzo(g,h,i)perylene ug/L10 50.0 11-162861.3 U43 Benzo(k)fluoranthene ug/L10 50.0 33-184811.4 U41 Bis(2-chloroethoxy)methane ug/L10 50.0 12-158841.2 U42 Bis(2-chloroethyl)ether ug/L10 50.0 36-166791.3 U39 Bis(2-chloroisopropyl)ether ug/L5.0 50.0 10-158841.7 U42 Bis(2-ethylhexyl)phthalate ug/L10 50.0 10-1521032.0 U51 Butylbenzylphthalate ug/L10 50.0 17-168832.0 U42 Chrysene ug/L10 50.0 10-227712.3 U35 Dibenzo(a,h)anthracene ug/L10 50.0 62-127842.1 U42 Diethylphthalate ug/L10 50.0 10-114841.4 U42 Dimethylphthalate ug/L10 50.0 10-118911.5 U45 Di-n-butylphthalate ug/L10 50.0 10-146913.1 U46 Di-n-octylphthalate ug/L10 50.0 26-137922.1 U46 Fluoranthene ug/L10 50.0 59-121861.7 U43 Fluorene ug/L10 50.0 10-152851.0 U42 Hexachlorobenzene ug/L10 50.0 24-116771.2 U39 Hexachlorobutadiene ug/L10 50.0 10-99731.3 U36 Hexachlorocyclopentadiene ug/L10 50.0 12-82691.1 U35 Hexachloroethane ug/L10 50.0 10-171712.2 U35 Indeno(1,2,3-cd)pyrene ug/L10 50.0 21-196811.3 U41 Isophorone ug/L10 50.0 21-133791.3 U40 Naphthalene ug/L10 50.0 35-180781.2 U39 Nitrobenzene ug/L10 50.0 24-94601.3 U30 N-Nitrosodimethylamine ug/L10 50.0 10-230811.5 U41 N-Nitroso-di-n-propylamine ug/L10 50.0 51-135731.8 U37 Pentachlorophenol ug/L10 50.0 54-120881.4 U44 Phenanthrene ug/L10 50.0 19-78471.4 U23 Phenol ug/L10 50.0 52-115932.1 U47 Pyrene ug/L 100 18-1572,4,6-Tribromophenol 8787 ug/L 50.0 15-1392-Fluorobiphenyl 8442 ug/L 100 10-1042-Fluorophenol 5757 ug/L 50.0 16-140Nitrobenzene-d5 8040 ug/L 100 10-83Phenol-d5 4444 ug/L 50.0 23-164Terphenyl-d14 9447 Prepared: 05/25/2016 08:40 Analyzed: 05/29/2016 18:53Matrix Spike Dup (6E25001-MSD1) Source: CZ06911-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L10 50.0 2544-14274 21.2 U37 1,2,4-Trichlorobenzene ug/L10 50.0 2532-12973 0.081.1 U36 1,2-Dichlorobenzene ug/L10 50.0 2510-17272 0.51.1 U36 1,3-Dichlorobenzene ug/L10 50.0 2520-12473 21.0 U36 1,4-Dichlorobenzene ug/L10 50.0 2561-11981 31.1 U41 2,4,6-Trichlorophenol Page 31 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Semivolatile Organic Compounds by GCMS - Quality Control Batch 6E25001 - EPA 3510C_MS - Continued Prepared: 05/25/2016 08:40 Analyzed: 05/29/2016 18:53Matrix Spike Dup (6E25001-MSD1) Continued Source: CZ06911-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L10 50.0 2549-11878 31.4 U39 2,4-Dichlorophenol ug/L10 50.0 2542-11176 21.3 U38 2,4-Dimethylphenol ug/L10 50.0 2511-14933 502.6 U17 QM-112,4-Dinitrophenol ug/L10 50.0 2539-13984 0.32.4 U42 2,4-Dinitrotoluene ug/L10 50.0 2550-15885 0.81.5 U42 2,6-Dinitrotoluene ug/L10 50.0 2560-11884 0.41.0 U42 2-Chloronaphthalene ug/L10 50.0 2523-13476 11.2 U38 2-Chlorophenol ug/L10 50.0 2533-16071 152.9 U35 2-Methyl-4,6-dinitrophenol ug/L10 50.0 2536-11381 0.11.1 U40 2-Nitrophenol ug/L10 50.0 2510-262102 23.3 U51 3,3'-Dichlorobenzidine ug/L10 50.0 2553-12786 0.21.0 U43 4-Bromophenyl-phenylether ug/L10 50.0 2525-14775 21.5 U38 4-Chloro-3-methylphenol ug/L10 50.0 2525-15888 0.051.6 U44 4-Chlorophenyl-phenylether ug/L10 50.0 2533-10551 62.0 U25 4-Nitrophenol ug/L10 50.0 2547-14582 21.4 U41 Acenaphthene ug/L10 50.0 2533-14582 0.41.2 U41 Acenaphthylene ug/L10 50.0 2527-13387 11.6 U44 Anthracene ug/L10 50.0 2510-13636 111.6 U18 Benzidine ug/L10 50.0 2533-14382 0.51.3 U41 Benzo(a)anthracene ug/L10 50.0 2517-16381 41.3 U41 Benzo(a)pyrene ug/L10 50.0 2524-15983 71.0 U41 Benzo(b)fluoranthene ug/L10 50.0 2510-21969 0.82.4 U35 Benzo(g,h,i)perylene ug/L10 50.0 2511-16287 0.61.3 U43 Benzo(k)fluoranthene ug/L10 50.0 2533-18479 21.4 U40 Bis(2-chloroethoxy)methane ug/L10 50.0 2512-15887 31.2 U43 Bis(2-chloroethyl)ether ug/L10 50.0 2536-16678 0.51.3 U39 Bis(2-chloroisopropyl)ether ug/L5.0 50.0 2510-15882 21.7 U41 Bis(2-ethylhexyl)phthalate ug/L10 50.0 2510-152103 0.022.0 U51 Butylbenzylphthalate ug/L10 50.0 2517-16882 0.82.0 U41 Chrysene ug/L10 50.0 2510-22771 0.032.3 U35 Dibenzo(a,h)anthracene ug/L10 50.0 2562-12784 12.1 U42 Diethylphthalate ug/L10 50.0 2510-11484 0.91.4 U42 Dimethylphthalate ug/L10 50.0 2510-11890 11.5 U45 Di-n-butylphthalate ug/L10 50.0 2510-14691 03.1 U46 Di-n-octylphthalate ug/L10 50.0 2526-13791 0.72.1 U46 Fluoranthene ug/L10 50.0 2559-12186 0.11.7 U43 Fluorene ug/L10 50.0 2510-15285 0.51.0 U42 Hexachlorobenzene ug/L10 50.0 2524-11676 11.2 U38 Hexachlorobutadiene ug/L10 50.0 2510-9969 51.3 U35 Hexachlorocyclopentadiene ug/L10 50.0 2512-8269 0.061.1 U35 Hexachloroethane ug/L10 50.0 2510-17170 0.42.2 U35 Indeno(1,2,3-cd)pyrene ug/L10 50.0 2521-19680 11.3 U40 Isophorone ug/L10 50.0 2521-13379 0.21.3 U40 Naphthalene ug/L10 50.0 2535-18077 0.51.2 U39 Nitrobenzene ug/L10 50.0 2524-9460 0.41.3 U30 N-Nitrosodimethylamine ug/L10 50.0 2510-23080 11.5 U40 N-Nitroso-di-n-propylamine ug/L10 50.0 2551-13555 291.8 U27 QM-11Pentachlorophenol ug/L10 50.0 2554-12086 21.4 U43 Phenanthrene ug/L10 50.0 2519-7850 61.4 U25 Phenol Page 32 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Semivolatile Organic Compounds by GCMS - Quality Control Batch 6E25001 - EPA 3510C_MS - Continued Prepared: 05/25/2016 08:40 Analyzed: 05/29/2016 18:53Matrix Spike Dup (6E25001-MSD1) Continued Source: CZ06911-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L10 50.0 2552-11592 12.1 U46 Pyrene ug/L 100 18-1572,4,6-Tribromophenol 9191 ug/L 50.0 15-1392-Fluorobiphenyl 8945 ug/L 100 10-1042-Fluorophenol 6262 ug/L 50.0 16-140Nitrobenzene-d5 8542 ug/L 100 10-83Phenol-d5 4949 ug/L 50.0 23-164Terphenyl-d14 9347 Batch 6F01012 - EPA 3550C_MS Prepared: 06/01/2016 13:00 Analyzed: 06/02/2016 11:27Blank (6F01012-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg wet33026U 1,2,4-Trichlorobenzene ug/kg wet33023U 1,2-Dichlorobenzene ug/kg wet33020U 1,3-Dichlorobenzene ug/kg wet33021U 1,4-Dichlorobenzene ug/kg wet33027U 1-Methylnaphthalene ug/kg wet33027U 2,4,5-Trichlorophenol ug/kg wet33027U 2,4,6-Trichlorophenol ug/kg wet33024U 2,4-Dichlorophenol ug/kg wet33043U 2,4-Dimethylphenol ug/kg wet33043U 2,4-Dinitrophenol ug/kg wet33028U 2,4-Dinitrotoluene ug/kg wet33031U 2,6-Dinitrotoluene ug/kg wet33028U 2-Chloronaphthalene ug/kg wet33025U 2-Chlorophenol ug/kg wet33033U 2-Methyl-4,6-dinitrophenol ug/kg wet33028U 2-Methylnaphthalene ug/kg wet33025U 2-Methylphenol ug/kg wet33030U 2-Nitroaniline ug/kg wet33031U 2-Nitrophenol ug/kg wet33026U 3 & 4-Methylphenol ug/kg wet33098U 3,3'-Dichlorobenzidine ug/kg wet33036U 3-Nitroaniline ug/kg wet33027U 4-Bromophenyl-phenylether ug/kg wet33033U 4-Chloro-3-methylphenol ug/kg wet33093U 4-Chloroaniline ug/kg wet33026U 4-Chlorophenyl-phenylether ug/kg wet33053U 4-Nitroaniline ug/kg wet33031U 4-Nitrophenol ug/kg wet33028U Acenaphthene ug/kg wet33028U Acenaphthylene ug/kg wet33038U Anthracene ug/kg wet330110U Benzidine ug/kg wet33028U Benzo(a)anthracene ug/kg wet33033U Benzo(a)pyrene ug/kg wet33018U Benzo(b)fluoranthene ug/kg wet33047U Benzo(g,h,i)perylene Page 33 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Semivolatile Organic Compounds by GCMS - Quality Control Batch 6F01012 - EPA 3550C_MS - Continued Prepared: 06/01/2016 13:00 Analyzed: 06/02/2016 11:27Blank (6F01012-BLK1) Continued FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg wet33033U Benzo(k)fluoranthene ug/kg wet1700150U Benzoic acid ug/kg wet33023U Benzyl alcohol ug/kg wet33025U Bis(2-chloroethoxy)methane ug/kg wet33043U Bis(2-chloroethyl)ether ug/kg wet33024U Bis(2-chloroisopropyl)ether ug/kg wet33035U Bis(2-ethylhexyl)phthalate ug/kg wet33040U Butylbenzylphthalate ug/kg wet33030U Chrysene ug/kg wet33051U Dibenzo(a,h)anthracene ug/kg wet33027U Dibenzofuran ug/kg wet33028U Diethylphthalate ug/kg wet33033U Dimethylphthalate ug/kg wet33041U Di-n-butylphthalate ug/kg wet33033U Di-n-octylphthalate ug/kg wet33036U Fluoranthene ug/kg wet33029U Fluorene ug/kg wet33026U Hexachlorobenzene ug/kg wet33026U Hexachlorobutadiene ug/kg wet33039U Hexachlorocyclopentadiene ug/kg wet33021U Hexachloroethane ug/kg wet33047U Indeno(1,2,3-cd)pyrene ug/kg wet33030U Isophorone ug/kg wet33028U Naphthalene ug/kg wet33026U Nitrobenzene ug/kg wet33021U N-Nitrosodimethylamine ug/kg wet33081U N-Nitroso-di-n-propylamine ug/kg wet33054U N-nitrosodiphenylamine/Diphenylamine ug/kg wet33033U Pentachlorophenol ug/kg wet33027U Phenanthrene ug/kg wet33022U Phenol ug/kg wet33038U Pyrene ug/kg wet33082U Pyridine ug/kg wet 3330 28-1302,4,6-Tribromophenol 852800 ug/kg wet 1670 56-1202-Fluorobiphenyl 991700 ug/kg wet 3330 49-1262-Fluorophenol 822700 ug/kg wet 1670 50-117Nitrobenzene-d5 851400 ug/kg wet 3330 56-120Phenol-d5 822700 ug/kg wet 1670 36-151Terphenyl-d14 1091800 Prepared: 06/01/2016 13:00 Analyzed: 06/02/2016 12:00LCS (6F01012-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg wet330 1670 51-121901500 1,2,4-Trichlorobenzene ug/kg wet330 1670 48-118841400 1,4-Dichlorobenzene ug/kg wet330 1670 63-127921500 2,4-Dinitrotoluene ug/kg wet330 1670 56-120861400 2-Chlorophenol ug/kg wet330 1670 59-121881500 4-Chloro-3-methylphenol ug/kg wet330 1670 73-147921500 4-Nitrophenol Page 34 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Semivolatile Organic Compounds by GCMS - Quality Control Batch 6F01012 - EPA 3550C_MS - Continued Prepared: 06/01/2016 13:00 Analyzed: 06/02/2016 12:00LCS (6F01012-BS1) Continued FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg wet330 1670 64-131941600 Acenaphthene ug/kg wet330 1670 55-135951600 N-Nitroso-di-n-propylamine ug/kg wet330 1670 45-1171061800 Pentachlorophenol ug/kg wet330 1670 54-121861400 Phenol ug/kg wet330 1670 65-1461001700 Pyrene ug/kg wet 3330 28-1302,4,6-Tribromophenol 973200 ug/kg wet 1670 56-1202-Fluorobiphenyl 941600 ug/kg wet 3330 49-1262-Fluorophenol 782600 ug/kg wet 1670 50-117Nitrobenzene-d5 911500 ug/kg wet 3330 56-120Phenol-d5 802700 ug/kg wet 1670 36-151Terphenyl-d14 1041700 Prepared: 06/01/2016 13:00 Analyzed: 06/02/2016 13:04Matrix Spike (6F01012-MS1) Source: CZ07667-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg dry450 2270 51-1218635 U1900 1,2,4-Trichlorobenzene ug/kg dry450 2270 48-1187929 U1800 1,4-Dichlorobenzene ug/kg dry450 2270 63-1279338 U2100 2,4-Dinitrotoluene ug/kg dry450 2270 56-1208334 U1900 2-Chlorophenol ug/kg dry450 2270 59-1219145 U2100 4-Chloro-3-methylphenol ug/kg dry450 2270 73-1479342 U2100 4-Nitrophenol ug/kg dry450 2270 64-1319238 U2100 Acenaphthene ug/kg dry450 2270 55-13592110 U2100 N-Nitroso-di-n-propylamine ug/kg dry450 2270 45-11711045 U2500 Pentachlorophenol ug/kg dry450 2270 54-1218330 U1900 Phenol ug/kg dry450 2270 65-14610052 U2300 Pyrene ug/kg dry 4550 28-1302,4,6-Tribromophenol 994500 ug/kg dry 2270 56-1202-Fluorobiphenyl 912100 ug/kg dry 4550 49-1262-Fluorophenol 743400 ug/kg dry 2270 50-117Nitrobenzene-d5 862000 ug/kg dry 4550 56-120Phenol-d5 803600 ug/kg dry 2270 36-151Terphenyl-d14 1082400 Prepared: 06/01/2016 13:00 Analyzed: 06/02/2016 13:37Matrix Spike Dup (6F01012-MSD1) Source: CZ07667-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg dry450 2270 1051-12187 235 U2000 1,2,4-Trichlorobenzene ug/kg dry450 2270 1348-11880 129 U1800 1,4-Dichlorobenzene ug/kg dry450 2270 1063-12788 638 U2000 2,4-Dinitrotoluene ug/kg dry450 2270 1156-12083 0.334 U1900 2-Chlorophenol ug/kg dry450 2270 1059-12187 545 U2000 4-Chloro-3-methylphenol ug/kg dry450 2270 1073-14786 842 U2000 4-Nitrophenol ug/kg dry450 2270 1964-13190 238 U2100 Acenaphthene ug/kg dry450 2270 1055-13592 0.06110 U2100 N-Nitroso-di-n-propylamine ug/kg dry450 2270 1045-117107 245 U2400 Pentachlorophenol ug/kg dry450 2270 1354-12182 230 U1900 Phenol ug/kg dry450 2270 5065-14696 452 U2200 Pyrene ug/kg dry 4550 28-1302,4,6-Tribromophenol 954300 Page 35 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Semivolatile Organic Compounds by GCMS - Quality Control Batch 6F01012 - EPA 3550C_MS - Continued Prepared: 06/01/2016 13:00 Analyzed: 06/02/2016 13:37Matrix Spike Dup (6F01012-MSD1) Continued Source: CZ07667-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/kg dry 2270 56-1202-Fluorobiphenyl 952200 ug/kg dry 4550 49-1262-Fluorophenol 753400 ug/kg dry 2270 50-117Nitrobenzene-d5 882000 ug/kg dry 4550 56-120Phenol-d5 793600 ug/kg dry 2270 36-151Terphenyl-d14 1042400 Gasoline Range Organics by GC - Quality Control Batch 6E31018 - EPA 5035 Prepared: 05/31/2016 10:17 Analyzed: 06/01/2016 13:39Blank (6E31018-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet5.51.4 U GRO (C6-C10) mg/kg wet 10.0 59-1682,5-Dibromotoluene 10110 Prepared: 05/31/2016 10:17 Analyzed: 06/01/2016 13:08LCS (6E31018-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet5.5 50.0 51-1159447 GRO (C6-C10) mg/kg wet 10.0 59-1682,5-Dibromotoluene 10711 Prepared: 05/31/2016 10:17 Analyzed: 06/01/2016 14:10Matrix Spike (6E31018-MS1) Source: CZ07601-08 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet5.5 50.0 45-162991.4 U49 GRO (C6-C10) mg/kg wet 10.0 59-1682,5-Dibromotoluene 11411 Prepared: 05/31/2016 10:17 Analyzed: 06/01/2016 14:41Matrix Spike Dup (6E31018-MSD1) Source: CZ07601-08 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet5.5 50.0 2445-162101 31.4 U51 GRO (C6-C10) mg/kg wet 10.0 59-1682,5-Dibromotoluene 11612 Volatile Petroleum Hydrocarbons by GC - Quality Control Batch 6F01014 - EPA 5030B Prepared: 06/01/2016 10:13 Analyzed: 06/01/2016 12:44Blank (6F01014-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L30.04.7 U C5-C8 Aliphatics ug/L104.2 U C9-C10 Aromatics ug/L30.010.0 U C9-C12 Aliphatics ug/L 100 70-1302,5-Dibromotoluene (FID)111111 ug/L 100 70-1302,5-Dibromotoluene (PID)104100 Page 36 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Volatile Petroleum Hydrocarbons by GC - Quality Control Batch 6F01014 - EPA 5030B - Continued Prepared: 06/01/2016 10:13 Analyzed: 06/01/2016 13:15LCS (6F01014-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L30.0 120 70-13097117 C5-C8 Aliphatics ug/L10 40.0 70-13011546 C9-C10 Aromatics ug/L30.0 120 70-13098118 C9-C12 Aliphatics ug/L 100 70-1302,5-Dibromotoluene (FID)9999.3 ug/L 100 70-1302,5-Dibromotoluene (PID)103100 Prepared: 06/01/2016 10:13 Analyzed: 06/01/2016 13:46LCS Dup (6F01014-BSD1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L30.0 120 2570-13095 3113 C5-C8 Aliphatics ug/L10 40.0 2570-130109 544 C9-C10 Aromatics ug/L30.0 120 2570-13091 7109 C9-C12 Aliphatics ug/L 100 70-1302,5-Dibromotoluene (FID)114114 ug/L 100 70-1302,5-Dibromotoluene (PID)109110 Batch 6F02022 - EPA 5035 Prepared: 06/02/2016 10:56 Analyzed: 06/02/2016 13:19Blank (6F02022-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet3.000.740 U C5-C8 Aliphatics mg/kg wet1.000.480 U C9-C10 Aromatics mg/kg wet3.001.50 U C9-C12 Aliphatics mg/kg wet 10.0 70-1302,5-Dibromotoluene (FID)969.59 mg/kg wet 10.0 70-1302,5-Dibromotoluene (PID)11211.2 Prepared: 06/02/2016 10:56 Analyzed: 06/02/2016 13:49LCS (6F02022-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet3.00 12.0 70-1308410.0 C5-C8 Aliphatics mg/kg wet1.00 4.00 70-1301214.83 C9-C10 Aromatics mg/kg wet3.00 12.0 70-130779.23 C9-C12 Aliphatics mg/kg wet 10.0 70-1302,5-Dibromotoluene (FID)999.90 mg/kg wet 10.0 70-1302,5-Dibromotoluene (PID)11011.0 Prepared: 06/02/2016 10:56 Analyzed: 06/02/2016 14:20LCS Dup (6F02022-BSD1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet3.00 12.0 2570-13084 110.1 C5-C8 Aliphatics mg/kg wet1.00 4.00 2570-130122 0.84.87 C9-C10 Aromatics mg/kg wet3.00 12.0 2570-13098 2411.8 C9-C12 Aliphatics mg/kg wet 10.0 70-1302,5-Dibromotoluene (FID)10910.9 mg/kg wet 10.0 70-1302,5-Dibromotoluene (PID)11811.8 Extractable Petroleum Hydrocarbons by GC - Quality Control Batch 6E27001 - EPA 3510C Page 37 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Extractable Petroleum Hydrocarbons by GC - Quality Control Batch 6E27001 - EPA 3510C - Continued Prepared: 05/27/2016 07:32 Analyzed: 05/31/2016 11:21Blank (6E27001-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L10040U C11-C22 Aromatics ug/L10050U C19-C36 Aliphatics ug/L10042U C9-C18 Aliphatics ug/L 20.0 40-140Chloro-octadecane 6313 ug/L 20.0 40-140o-Terphenyl 8918 Prepared: 05/27/2016 07:32 Analyzed: 05/31/2016 11:47LCS (6E27001-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L100 340 40-14090310 C11-C22 Aromatics ug/L100 320 40-14075240 C19-C36 Aliphatics ug/L100 240 40-14055130 C9-C18 Aliphatics ug/L 20.0 40-140Chloro-octadecane 6513 ug/L 20.0 40-140o-Terphenyl 9319 Prepared: 05/27/2016 07:32 Analyzed: 05/31/2016 12:12LCS Dup (6E27001-BSD1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L100 340 2540-14083 9280 C11-C22 Aromatics ug/L100 320 2540-14066 12210 C19-C36 Aliphatics ug/L100 240 2540-14053 5130 C9-C18 Aliphatics ug/L 20.0 40-140Chloro-octadecane 5511 ug/L 20.0 40-140o-Terphenyl 8717 Batch 6F01008 - EPA 3550C Prepared: 06/01/2016 09:30 Analyzed: 06/01/2016 15:14Blank (6F01008-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet173.1 U C19-C36 Aliphatics mg/kg wet171.3 U C9-C18 Aliphatics mg/kg wet 1.33 40-140Chloro-octadecane 901.2 Prepared: 06/01/2016 09:30 Analyzed: 06/01/2016 16:05LCS (6F01008-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet17 21.3 40-1407616J C19-C36 Aliphatics mg/kg wet17 16.0 40-1406310J C9-C18 Aliphatics mg/kg wet 1.33 40-140Chloro-octadecane 811.1 Prepared: 06/01/2016 09:30 Analyzed: 06/01/2016 16:56LCS Dup (6F01008-BSD1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet17 21.3 2540-14074 216J C19-C36 Aliphatics mg/kg wet17 16.0 2540-14061 49.7 J C9-C18 Aliphatics mg/kg wet 1.33 40-140Chloro-octadecane 700.93 Page 38 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Extractable Petroleum Hydrocarbons by GC - Quality Control Batch 6F01009 - EPA 3550C Prepared: 06/01/2016 09:31 Analyzed: 06/01/2016 15:39Blank (6F01009-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet173.1 U C11-C22 Aromatics ug/mL 4.00 40-1402-Fluorobiphenyl 853.4 mg/kg wet 1.33 40-140o-Terphenyl 1071.4 Prepared: 06/01/2016 09:31 Analyzed: 06/01/2016 16:30LCS (6F01009-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet17 22.7 40-14010424 C11-C22 Aromatics ug/mL 4.00 40-1402-Fluorobiphenyl 853.4 mg/kg wet 1.33 40-140o-Terphenyl 1121.5 Prepared: 06/01/2016 09:31 Analyzed: 06/01/2016 17:21LCS Dup (6F01009-BSD1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet17 22.7 2540-14092 1321 C11-C22 Aromatics ug/mL 4.00 40-1402-Fluorobiphenyl 712.8 mg/kg wet 1.33 40-140o-Terphenyl 981.3 Batch 6F06005 - EPA 3510C Prepared: 06/06/2016 09:02 Analyzed: 06/06/2016 14:49Blank (6F06005-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L50050U C19-C36 Aliphatics ug/L50042U C9-C18 Aliphatics ug/L 20.0 40-140Chloro-octadecane 326.4 QS-03 Prepared: 06/06/2016 09:02 Analyzed: 06/06/2016 15:40LCS (6F06005-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L500 320 40-14086270J C19-C36 Aliphatics ug/L500 240 40-14043100J C9-C18 Aliphatics ug/L 20.0 40-140Chloro-octadecane 336.5 QS-03 Prepared: 06/06/2016 09:02 Analyzed: 06/06/2016 16:32LCS Dup (6F06005-BSD1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L500 320 2540-14067 24220J C19-C36 Aliphatics ug/L500 240 2540-14049 13120J C9-C18 Aliphatics ug/L 20.0 40-140Chloro-octadecane 265.2 QS-03 Batch 6F06006 - EPA 3510C Prepared: 06/06/2016 09:03 Analyzed: 06/06/2016 15:15Blank (6F06006-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD Page 39 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA Extractable Petroleum Hydrocarbons by GC - Quality Control Batch 6F06006 - EPA 3510C - Continued Prepared: 06/06/2016 09:03 Analyzed: 06/06/2016 15:15Blank (6F06006-BLK1) Continued FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L10040U C11-C22 Aromatics ug/L 4.00 40-1402-Fluorobiphenyl 652.6 ug/L 20.0 40-140o-Terphenyl 8517 Prepared: 06/06/2016 09:03 Analyzed: 06/06/2016 16:06LCS (6F06006-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L100 340 40-14084280 C11-C22 Aromatics ug/L 4.00 40-1402-Fluorobiphenyl 763.1 ug/L 20.0 40-140o-Terphenyl 9118 Prepared: 06/06/2016 09:03 Analyzed: 06/06/2016 16:57LCS Dup (6F06006-BSD1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD ug/L100 340 2540-14081 3280 C11-C22 Aromatics ug/L 4.00 40-1402-Bromonaphthalene 592.4 ug/L 4.00 40-1402-Fluorobiphenyl 743.0 ug/L 20.0 40-140o-Terphenyl 8417 Diesel Range Organics by GC - Quality Control Batch 6E26007 - EPA 3550C Prepared: 05/26/2016 09:23 Analyzed: 05/31/2016 10:40Blank (6E26007-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet3.31.7 U DRO (C10-C28) mg/kg wet 1.67 51-138o-Terphenyl 751.3 Prepared: 05/26/2016 09:23 Analyzed: 05/31/2016 11:09LCS (6E26007-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg wet3.3 33.3 37-1168629 DRO (C10-C28) mg/kg wet 1.67 51-138o-Terphenyl 921.5 Prepared: 05/26/2016 09:23 Analyzed: 05/31/2016 11:39Matrix Spike (6E26007-MS1) Source: CZ07555-08 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg dry3.6 36.0 37-116772.931 DRO (C10-C28) mg/kg dry 1.80 51-138o-Terphenyl 921.7 Prepared: 05/26/2016 09:23 Analyzed: 05/31/2016 12:09Matrix Spike Dup (6E26007-MSD1) Source: CZ07555-08 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/kg dry3.6 36.0 4537-11670 82.928 DRO (C10-C28) mg/kg dry 1.80 51-138o-Terphenyl 861.5 Page 40 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA TCLP Metals by 6000/7000 Series Methods - Quality Control Batch 6F02012 - EPA 3010A Prepared: 06/02/2016 08:40 Analyzed: 06/03/2016 10:50Blank (6F02012-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.5000.340 U Arsenic mg/L0.5000.0500 U Barium mg/L0.05000.0180 U Cadmium mg/L0.5000.0500 U Chromium mg/L0.5000.155 U Lead mg/L0.5000.310 U Selenium mg/L0.5000.250 U Silver Prepared: 06/02/2016 08:40 Analyzed: 06/03/2016 10:53LCS (6F02012-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.0100 0.200 80-1201010.203 Arsenic mg/L0.0100 0.200 80-1201040.208 Barium mg/L0.00100 0.0200 80-1201020.0205 Cadmium mg/L0.0100 0.200 80-1201020.204 Chromium mg/L0.0100 0.200 80-1201020.204 Lead mg/L0.0100 0.200 80-1201010.201 Selenium mg/L0.0100 0.200 80-1201020.205 Silver Prepared: 06/02/2016 08:40 Analyzed: 06/03/2016 11:00Matrix Spike (6F02012-MS1) Source: CZ07555-11 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.500 10.0 75-1251040.340 U10.4 Arsenic mg/L0.500 10.0 75-1251010.58610.7 Barium mg/L0.0500 1.00 75-125990.0180 U0.995 Cadmium mg/L0.500 10.0 75-1251020.0500 U10.2 Chromium mg/L0.500 10.0 75-1251030.155 U10.3 Lead mg/L0.500 10.0 75-1251050.310 U10.5 Selenium mg/L0.500 10.0 75-1251020.250 U10.2 Silver Prepared: 06/02/2016 08:40 Analyzed: 06/03/2016 11:02Matrix Spike Dup (6F02012-MSD1) Source: CZ07555-11 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.500 10.0 2075-125102 30.340 U10.2 Arsenic mg/L0.500 10.0 2075-125104 30.58611.0 Barium mg/L0.0500 1.00 2075-125103 30.0180 U1.03 Cadmium mg/L0.500 10.0 2075-125102 0.70.0500 U10.2 Chromium mg/L0.500 10.0 2075-125102 0.90.155 U10.2 Lead mg/L0.500 10.0 2075-125102 20.310 U10.2 Selenium mg/L0.500 10.0 2075-125103 0.30.250 U10.3 Silver Prepared: 06/02/2016 08:40 Analyzed: 06/03/2016 11:05Post Spike (6F02012-PS1) Source: CZ07555-11 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.0100 0.200 80-120102-0.001940.203 Arsenic mg/L0.0100 0.200 80-1201020.01170.216 Barium mg/L0.00100 0.0200 80-120990.0001170.0200 Cadmium mg/L0.0100 0.200 80-12099-0.0001360.199 Chromium Page 41 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com QUALITY CONTROL DATA TCLP Metals by 6000/7000 Series Methods - Quality Control Batch 6F02012 - EPA 3010A - Continued Prepared: 06/02/2016 08:40 Analyzed: 06/03/2016 11:05Post Spike (6F02012-PS1) Continued Source: CZ07555-11 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.0100 0.200 80-12099-0.001320.198 Lead mg/L0.0100 0.200 80-120100-0.0007420.200 Selenium mg/L0.0100 0.200 80-120490.0003330.0974 QM-08Silver Batch 6F02035 - EPA 7470A Prepared: 06/02/2016 13:26 Analyzed: 06/03/2016 13:43Blank (6F02035-BLK1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.000200.00017 U Mercury Prepared: 06/02/2016 13:26 Analyzed: 06/03/2016 13:45Blank (6F02035-BLK2) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.004000.00340 U Mercury Prepared: 06/02/2016 13:26 Analyzed: 06/03/2016 13:47LCS (6F02035-BS1) FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.00020 0.00500 80-120980.00492 Mercury Prepared: 06/02/2016 13:26 Analyzed: 06/03/2016 13:52Matrix Spike (6F02035-MS1) Source: CZ04688-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.00020 0.00500 75-125970.00017 U0.00484 Mercury Prepared: 06/02/2016 13:26 Analyzed: 06/03/2016 13:54Matrix Spike Dup (6F02035-MSD1) Source: CZ04688-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.00020 0.00500 2575-12598 10.00017 U0.00489 Mercury Prepared: 06/02/2016 13:26 Analyzed: 06/03/2016 14:05Post Spike (6F02035-PS1) Source: CZ04688-01 FlagResult Units Level Result %REC Limits RPD Limit Notes Analyte PQL Spike Source %REC RPD mg/L0.00020 0.00500 75-125930.0000460.00468 Mercury Page 42 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL www.encolabs.com FLAGS/NOTES AND DEFINITIONS The analyte was detected in the associated method blank. The sample was analyzed at dilution. The reported value is between the laboratory method detection limit (MDL) and the laboratory method reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable. The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation data and moisture content, where applicable. The concentration indicated for this analyte is an estimated value above the calibration range of the instrument. This value is considered an estimate. Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is based on the low point of the calibration curve, when applicable, sample preparation factor, dilution factor, and, in the case of soil samples, moisture content. MRL E U J D B ND The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation data and moisture content, where applicable. N The analysis indicates the presence of an analyte for which there is presumptive evidence (85% or greater confidence) to make a “tentative identification". P Greater than 25% concentration difference was observed between the primary and secondary GC column. The lower concentration is reported. Post-digestion spike did not meet method requirements due to confirmed matrix effects (dilution test). QM-08 Precision between duplicate matrix spikes of the same sample was outside acceptance limits.QM-11 Surrogate recovery outside acceptance limitsQS-03 Surrogate recovery not calculated. Surrogate diluted out of the calibration range.QS-04 Surrogate recovery exceeded acceptance criteria due to coelution. Matrix effect confirmed.QS-06 The Reporting Limits for this analysis are elevated due to sample foaming.R-04 The sample was diluted due to the presence of high levels of non-target analytes resulting in elevated reporting limits. R-05 Page 43 of 44This report relates only to the sample as received by the laboratory, and may only be reproduced in full.FINAL Appendix J Phillip Rahn, P.G. President – Waters Edge Environmental, LLC E XPERTISE Mr. Rahn has 28 years of geological experience and 25 years of environmental consulting experience. He has a Bachelor of Science degree in geologic science from Princeton University and is a professional geologist in North Carolina. Mr. Rahn is directly involved in many projects to provide technical direction and to assist in regulatory negotiations. Mr. Rahn has extensive experience in a variety of assessments and remediation methods through his management of numerous projects under RCRA, CERCLA, and NCDENR and other state UST programs; other areas of expertise include hydrogeologic investigations, expert witness testimony and siting studies for sanitary landfills. In addition, Mr. Rahn has been part of a team that has conducted more than 100 UST closures which include Soil Contamination Reports, Phase I LSAs, Comprehensive Site Assessments and Corrective Action Plans. Mr. Rahn has also conducted over 300 environmental site assessments, many of which have included acquisition strategies, and has provided expert witness testimony on soil and ground water contaminant issues. F IELDS OF COMPETENCE • Hydrogeologic Contaminant Assessment and Remediation Studies and Implementation • RCRA, CERCLA and UST Remedial Investigation/Feasibility Studies • Environmental Site Assessments (Phase I and II) • Expert Witness Services R ELEVANT EXPERIENCE • Senior Project Manager for Great Lakes Chemical Corporation at three sites in Los Angeles, California; West Lafayette, Indiana; and Halton, England. Responsible for entire site assessment and soil and ground water remediation process for sites contaminated with various hazardous substances in soil and multi- layered subsurface aquifer. This includes a detailed Remedial Investigation/Feasibility Study in compliance with the National Contingency Plan to support private party recovery for two of the sites. Remediation efforts have included dual phase soil vapor extraction, air sparging as well as conventional pump and treat technologies. Cost-effective remediation technologies have resulted in $44 million reduction for projected cleanup costs compared to previous estimates. • Technical Manager for Associated Octel for the closure of the lead alkyl manufacturing facilities in Biebeshiem, Germany; Paimboeuf, France; and Bussi, Italy. Senior Project Manager for site investigations in Ellesmere Port, UK, including technical oversight of investigation activities and selecting remedial technologies for both soil and ground water. WATERS EDGE ENVIRONMENTAL, LLCPERSONNEL RESUMES E DUCATION & TRAINING BA Geological Science, Princeton University, 1977 40-Hour Health and Safety Training, Phoenix Safety Associates, LTD, Raleigh, NC, January, 1984 P ROFESSIONAL REGISTRATION Registered Professional Geologist, NC 386 P ATENT Slotted Extraction Trench Pat #5,161,914 Granted 11.10.92 • Senior Project Manager for numerous UST closures for industry as well as private residential clients. This includes oversight of the closure activities, filing UST closure reports, 24-Hour Discharge Reports, Soil Contamination Reports, Phase I LSAs, Comprehensive Site Assessments and Corrective Action Plans. This includes implementing remedial measures and operations and maintenance of the remedial systems. • Senior Project Manager for MB Industries in Rosman, North Carolina. Hydrogeologic assessment of tetracloroethene release from degreasing operation in Western North Carolina. Duties included total hydrogeologic characterization of the contaminant plume in the unsaturated and saturated zone, which included fracture flow in a deep bedrock aquifer with residential supply wells affected. Remediation involved a combination soil vacuum extraction and pump and treat with natural attenuation on a portion of the downgradient plume. Also included was point of use carbon treatment for the affected residential supply wells. The system has been in operation for almost two years with the SVE having reached remedial goals and the ground water having reduced concentrations demonstrating sufficient capture of the ground water plume. • Senior Project Manager for Former Vernitron Facility in Bedford, Ohio. Hydrogeologic assessment of lead and chlorinated solvent releases including tetracloroethene from lead zircontate titanate (PZT) ceramics degreasing operation, which was stored in a hazardous waste drum storage unit. Duties included total hydrogeologic characterization of the contaminant plume in the unsaturated and saturated zone, which included compliance with RCRA closure and post closure implementation (40 CFR 265 and 270). Lead affected soil was excavated and hauled to a secure landfill and pilot studies are being conducted to potentially remediate the VOC affected soil and ground water via SVE/Air Sparging. • Senior Project Manager for Former Vernitron Facility in St. Petersburg, Florida. Hydrogeologic assessment of lead and chlorinated solvent releases from drum hazardous waste storage area. We are still in the investigation stage of the project; however, current plans are to remediate the site via chemical oxidation with Lead affected soil was excavated and hauled to a secure landfill and pilot studies are being conducted to potentially remediate the VOC affected soil and ground water via SVE/Air Sparging. • Senior Project Manager for hydrogeologic assessment and closure of spent latex holding ponds for Lydall, Inc. Duties included compliance with a Special Order by Consent (SOC), holding pond dewatering, in-situ sludge bioremediation, soil assessment, ground water extraction and treatment. This also included recycling of the existing waste streams resulting in a zero discharge facility. This also included successful cost recovery negotiations with the former owners. • Senior Project Manager for RCRA closure for Porcelanite, Inc. Involved chemical fixation and clean closure of 9,000-cubic yard lead contaminated sludge ponds. A second hazardous waste management unit involved closure of a 70,000-cubic yard ceramic chip scrap pile with a full RCRA Corrective Action Plan and a Post Closure permit application. • Senior Project Manager for Ingersoll-Rand Company, Mocksville, North Carolina. Responsible for management of a RCRA lagoon closure and RCRA Part B Post Closure Permit Application. This included closure plan submittal, removal of sludge, soil and ground water assessment, identification and remediation of solid waste management units (SWMUs) and final remediation with future compliance monitoring. (Continued from Phillip Rahn) WATERS EDGE ENVIRONMENTAL, LLCPERSONNEL RESUMES • Senior Project Manager for AMP, Inc. Oversaw hydrogeologic assessment of chlorinated solvent dumping and spills for five different locations in North Carolina. Duties included total hydrogeologic characterization of the contaminant plume in the unsaturated and saturated zone, development of remedial alternatives and final restoration of the soil and ground water. This included two soil bioremediation projects and several ground water extraction and treatment systems. One patent accepted for a horizontal trench soil vapor extraction system. • Completed over 300 pre-buy and post-buy Phase I and II environmental site assessments (ESAs) for a variety of manufacturing industries and lending institutions. This has included work in the United States, Hungary, South Korea, and South Africa. • Completed site application suitability studies for future sanitary landfills for Alamance, Ashe, Bladen, Brunswick, Granville, Moore, Rowan, Wake, and Vance Counties, North Carolina, and Hampton, Virginia. Duties included managing fieldwork, submission of the site application study as well as interfacing with state regulators. • Provided expert witness testimony for several concerns involved in litigation efforts, including courtroom testimony. • Project Hydrogeologist for carbon tetrachloride spill for Upjohn Manufacturing Company, Barceloneta, Puerto Rico. Duties included report preparation, development of Prickett-Lonnquist three-dimensional ground water flow model and assorted two-dimensional models, implementation of gas chromatographic analysis of soil and water samples, in situ down-hole ground water flow measurement, and coordination of fieldwork to determine magnitude of contamination in the subsurface. (Continued from Phillip Rahn) WATERS EDGE ENVIRONMENTAL, LLCPERSONNEL RESUMES