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
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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
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Leland, Brunswick County, North Carolina 28451
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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
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Leland, Brunswick County, North Carolina 28451
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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.
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Leland, Brunswick County, North Carolina 28451
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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:
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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.
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1520 Malmo Loop Road NE
Leland, Brunswick County, North Carolina 28451
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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
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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.
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Leland, Brunswick County, North Carolina 28451
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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
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Leland, Brunswick County, North Carolina 28451
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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.
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Leland, Brunswick County, North Carolina 28451
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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.
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Leland, Brunswick County, North Carolina 28451
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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
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Leland, Brunswick County, North Carolina 28451
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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
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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
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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.
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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.
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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.
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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).
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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.
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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.
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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
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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.
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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
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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-
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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
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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.
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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.
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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:
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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.
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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.2
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.3
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.4
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Target Property SummaryDatabase SummaryDatabase Radius SummaryOrtho Map
.5
Click here to access Satellite view
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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 -
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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
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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
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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
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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
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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
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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
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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
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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.
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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
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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.
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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
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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
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(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
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(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.
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(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
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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.
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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.
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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.
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(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
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(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.
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(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.
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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