MO-28301_47564_CA_LSA_20210114_Limited Site Assessment

Limited Site Assessment Report
A. Site Information
1. Site Identification
Date of Report: January 14, 2021
Facility I.D.: Unknown UST Incident Number (if known):
Site Name: 208 Kerr Street NW
Site Street Address: 208 Kerr Street NW
City/Town: Charlotte Zip Code: 28026 County: Cabarrus
Description of Geographical Data Point (e.g., diesel fill port): Center of tank farm.
Location Method (GPS, topographical map, other): Google Earth
Latitude (decimal degrees): 35.410283 Longitude (decimal degrees):-80.593830
2. Information about Contacts Associated with the Leaking UST System
BUST Owner: City of Concord
Address: P.O. Box 308, Concord, NC 28026 Tel: [phone]
BUST Operator: N/A
Address: Tel
Property Owner: City of Concord
Address: P.O. Box 308, Concord, NC 28026
Property Occupant: None (vacant retail building)
Address:
'�'Consultant/Contractor: Concord Engineering and Surveying, Inc. (CESI)
Address: P.O. Box 268, Concord, NC 28026 Tel: [phone]
Analytical Laboratory: Pace Analytical, Inc. State Certification No. 37712
Address: 9800 Kincey Avenue, Huntersville, North Carolina Tel: [phone]
3. Information about Release
Date Discovered: July 27, 2020
Estimated Quantity of Release: Unknown
Cause of Release: Suspect overfill and overspill
Source of Release (Dispenser/Piping/UST): USTs
Sizes and contents of UST system(s) from which the release occurred):
Two 500-gallon used oil USTs and three 3,000-gallon gasoline USTs
The dates of operation are not known.
4. Certification (The title page must display the seal and signature of the certifying P.E. or
L.G. and the name and certification number of the company or corporation [See 15A NCAC
2L .0103(e).])
I, Steven Irminger, a Professional Engineer, do certify that the information contained in this report is
correct and accurate to the best of my knowledge.
OkA
%� ,
Steven E. Irminger, P.E. #21005
SEAL
021005 -

Limited Site Assessment
208 Kerr Street NW, Concord, NC
January 14, 2021
Page No. 2
B. Site History and Characterization
1. Details regarding the ownership of the former UST is provided in Table B-2.
2. Details regarding information of the former UST are provided in Table B-1.
Based on our review of the available information, the property was developed with the
current retail building in 1932. Based on readily available historical aerial photography,
the property operated as a gas station from at least 1968 until 1986. From 2004 until
2015 the property was occupied by a convenience store and owned by RHS Foods,
Incorporated. In 2015, the property was purchased by the City of Concord and the retail
store has been vacant.
The City of Concord is considering a real estate transaction for the property. In
preparation for the real estate transaction, the City of Concord authorized CESI to remove
the UST system and seek environmental closure for the site.
Five underground storage tanks (USTs) were closed by removal from the property on
July 27, 2020. The tanks were acquired by the current owner of the property, the City of
Concord, in 2015. The City of Concord did not operate the USTs. The installation date
of the USTs is not known. The USTs were not registered with the North Carolina
Department of Environmental Quality (DEQ).
Sizes and contents of UST systems from which the release occurred:
#1 45-inch diameter and 74-inches long (500 gallon) Used oil
#2 45-inch diameter and 74-inches long (500 gallon) Used oil
#3 64-inch diameter and 18-feet long (3,000 gallon) gasoline
#4 64-inch diameter and 18-feet long (3,000 gallon) gasoline
#5 64-inch diameter and 18-feet long (3,000 gallon) gasoline
After the tanks were removed on July 27, 2020, the excavation was deepened and
widened to facilitate removal of impacted soil. Between July 27 and July 30, 2020, CESI
removed a total of 1,044.75 tons of petroleum impacted soil. On July 30, 2020, CESI
personnel collected confirmatory soil samples from the finished excavation. CESI
compared the soil analytical results to the Maximum Soil Contaminant Concentrations
(MSCCs). The analytical results were below the soil -to -groundwater MSCCs for all
parameters tested except for the sample collected from the bottom of the excavation. C9-
C22 Aromatics in the bottom sample were reported at a concentration of 511.5
milligrams per kilogram (mg/kg). The Residential Use MSCC for this parameter is 469
mg/kg. In addition, the sample collected from the bottom of the excavation exceeded
soil -to -groundwater MSCCs for C5-C8 Aliphatics and C9-C 18 Aliphatics. The
laboratory reported C5-C8 Aliphatics from the bottom sample at 643 mg/kg, which
exceeds the soil -to -groundwater MSCC of 68 mg/kg. The laboratory reported C9-C 18
Aliphatics at 976.5 mg/kg, which exceeds the soil -to -groundwater MSCC of 540 mg/kg.
In addition, analysis of the sample collected from the bottom of the excavation exceeded
soil -to -groundwater MSCCs for p-Isopropyltoluene, MIBK, Naphthalene, 1,2,4-
Trimethylbenzene, 1,3,5-Trimethylbenzene, and Total Xylenes.

Limited Site Assessment
208 Kerr Street NW, Concord, NC
January 14, 2021
Page No. 3
Analysis of a groundwater sample collected during performance of this Limited Site
Assessment (LSA) reported no parameters at concentrations greater than Gross
Contaminants Level.
A street atlas showing the property location is provided as Figure 1. The property
location on a portion of a USGS topographic map is provided as Figure 2.
3. Provide non -UST information:
a. The tanks of this report were underground. No evidence of aboveground
storage tanks were observed or reported.
b. No spills have been reported for the facility.
4. Provide a comprehensive description of the release, including date discovered,
cause and source (including tank identification number and contents), and the
relationship of historical UST releases, non -UST releases, and off -site releases
(indicate incident number) to contamination from current release.
The precise source and timing of contamination is not known. The tanks were not
registered. No historical UST releases, non -UST releases, or off -site releases have
been reported.
5. Provide a brief description of site characteristics (including status of facility (active
or inactive), land use of site and surrounding area, water supply, topography,
vegetation, surface water, wells, buildings, surface cover, soil type, depth to and
nature of bedrock, depth to groundwater, direction of groundwater flow, etc.)
Site Characteristics: The property is identified as Assessor Parcel Number (APN)
56205810370000 and is assigned the numerical street address 208 Kerr Street NW by
Cabarrus County. The property is currently improved with a vacant 1,595 square foot
retail building. The property location is shown on a Street Atlas as Figure 1. A copy
of the Cabarrus County GIS assessor information and tax card is included in
Appendix 2.
Site Vicinity Characteristics: The property vicinity is mixed residential and
commercial. A site vicinity map is provided as Figure 3.

Limited Site Assessment
208 Kerr Street NW, Concord, NC
January 14, 2021
Page No. 4
DIRECTION
ADDRESS/OCCUPIED BY/USE
TOPOGRAPHIC
POSITION
RELATIVE TO
PROPERTY
Northwest
Academy Avenue NW followed by a residence
Up -gradient
(212 Kerr Street NW)
Northeast
A vacant lot 241 Academy Avenue NW
Cross -gradient
Southeast
A vacant lot (200 Kerr Street NW)
Down -gradient
Southwest
Kerr Street NW followed by a residence (207
Cross -gradient
Kerr Street NW
Water Supply: The subject property and vicinity is provided water from the City of
Concord. No potable or irrigation wells were observed on the subject property or
nearby the property. Adjoining properties are provided potable water by municipal
water from a main located along Kerr Street NW.
Topographer CESI obtained a copy of the USGS 7.5-minute topographic map,
Concord, North Carolina Quadrangle, dated 1993. A copy of a portion of the
topographic map showing the property location is provided on Figure 2. The
elevation of the property is approximately 660 feet above mean sea level (msl). Based
upon the topographic contours observed on the USGS topographic contour map, the
property slope is generally downward toward the southeast.
Vegetation: There are minor areas of turf along the building perimeter.
Surface Water: No surface water is located on or adjoining the property.
Wells: No wells were observed at the property.
Buildings: The property is improved with one single -story concrete block and steel
frame building. The building has no occupiable below grade areas. The Property
Layout is shown as Figure 3.
Surface Cover: The property surface cover consists of a building footprint and turf
(the former concrete parking lot was removed during tank excavation operations).
Soil Type: According to the USDA web -based soil survey of Cabarrus County,
approximately 100 percent of the surficial soil at the property is comprised of Enon-
Urban Land Complex. The Enon series consists of very deep, well drained,
moderately permeable soils on ridges and side slopes of the Piedmont uplands. They
are deep to saprolite and very deep to bedrock. They formed in residuum weathered
from felsic, igneous and high-grade metamorphic rocks of the Piedmont uplands.
Slopes range from 0 to 25 percent. Depth to bedrock ranges from 6 to 10 feet or more.

Limited Site Assessment
208 Kerr Street NW, Concord, NC
January 14, 2021
Page No. 5
Depth to and Nature of Bedrock: According to the Geologic Map of North Carolina
1985, the property is located in the Piedmont Physiographic Province. The dominant
rocks in this region are composed mainly of metamorphic and igneous rocks ranging
in age from Precambrian to Paleozoic. Bedrock was not observed at the surface in
the vicinity of the property. Onsite drilling encountered blocky mudstone from
approximately the base of the excavation (16-feet below grade) to the maximum
depth penetrated (50-feet below grade).
Depth to groundwater: Drilling at the site revealed depth to water approximately 38-
feet below grade.
6. Summarize initial abatement actions, assessment activities, and corrective actions
performed to date and list all reports previously submitted.
A closure assessment report for the tank removed July 27, 2020, was completed by
CESI and prepared in a report dated January 14, 2021.
According to the CESI report, following removal of the UST, a total of 1,044.75 tons
of petroleum impacted soil was removed from the site for treatment at EVO
Corporation of Winston-Salem, North Carolina.
Analyses of confirmatory soil samples collected during the tank closure assessment
revealed analytical results were below the soil -to -groundwater MSCCs for all
parameters tested except for the sample collected from the bottom of the excavation.
C9-C22 Aromatics in the bottom sample were reported at a concentration of 511.5
milligrams per kilogram (mg/kg). The Residential Use MSCC for this parameter is
469 mg/kg. In addition, the sample collected from the bottom of the excavation
exceeded soil -to -groundwater MSCCs for C5-C8 Aliphatics and C9-C18 Aliphatics.
The laboratory reported C5-C8 Aliphatics from the bottom sample at 643 mg/kg,
which exceeds the soil -to -groundwater MSCC of 68 mg/kg. The laboratory reported
C9-C 18 Aliphatics at 976.5 mg/kg, which exceeds the soil -to -groundwater MSCC of
540 mg/kg. In addition, analysis of the sample collected from the bottom of the
excavation exceeded soil -to -groundwater MSCCs for p-Isopropyltoluene, MIBK,
Naphthalene, 1,2,4-Trimethylbenzene, 1,3,5-Trimethylbenzene, and Total Xylenes.
A summary of the soil sample analyses is included in Table B-3.
One soil sample was collected during the LSA from the base of the former
excavation. Analytical results from the sample were less than the sample results
during confirmatory sample analyses possibly because of mixture with clean fill.
Because the remainder of the boring was advanced using the air rotary drilling
method, no additional soil samples were collected. Analysis of a groundwater sample
collected during the Limited Site Assessment revealed no parameters greater than the
Gross Contaminant Levels. The LSA sampling and analytical results are discussed in
Section G of this report.

Limited Site Assessment
208 Kerr Street NW, Concord, NC
January 14, 2021
Page No. 6
C. Risk Characterization
Submit the following questionnaire in its entirety. Answer all questions completely. Attach
additional pages as needed to fully explain answers. Base answers/explanations on information
obtained (or updated from preceding reports) during the current investigation. Note: Source
area means point of release from a UST system.
Limited Site Assessment Risk Classification and Land Use Form
Part I — Groundwater/Surface Water/Vapor Impacts
High Risk
1. Has the release contaminated any water supply well including any well used for non -drinking purposes?YES
2. Is a water supply well used for drinking water located within 1,000 feet of the source area of the release?YES O
3. Is a water supply well not used for drinking water (e.g., irrigation, washing cars, industrial cooling water,
filling swimming pools) located within 250 feet of the source area of the release? YES/i@)
4. Does groundwater within 500 feet of the source area of the release have the potential for future use (there
no other source of water supply other than the groundwater)? YES/I 10
5. Do vapors from the release pose a threat of explosion because of accumulation of the vapors in a confined
space or pose any other serious threat to public health, public safety or the environment? YE
6. Are there any other factors that would cause the release to pose an imminent danger to public health, pu is
safety, or the environment? YES[J, O
If yes, describe.
Intermediate Risk
7. Is a surface water body located within 500 feet of the source area of the release?
YES &/N
If YES, does the maximum groundwater contaminant concentration exceed the surface water quality
standards and criteria found in 15A NCAC 213 .0200 by a factor of 10? YES/NO
8. Is the source area of the release located within a approved or planned wellhead protection area as defined in
42 USC 300h-7(e)? YES !q
If yes, describe.
Is the release located in the Coastal Plain physiographic region as designated on a map entitled "Geolog of
North Carolina" published by the Department in 1985 YE9
If YES, is the source area of the release located in an area in which there is recharge to an unconfined or
semi -confined deeper aquifer that is being used or may be used as a source of drinking water? YES®
If YES, describe.
10. Do the levels of groundwater contamination for any contaminant exceed the gross contamination levels
(see Table 9) established by the Department? YES6)
Part II - Land Use
Property Containing Source Area of Release
The questions below pertain to the property containing the source area of the release.
1. Does the property contain one or more primary or secondary residences (permanent or temporary)?YES&
Describe. _The property is developed for commercial retail use
2. Does the property contain a school, daycare center, hospital, playground, park, recreation area, church,
nursing home, or other place of public assembly? YESa

Limited Site Assessment
208 Kerr Street NW, Concord, NC
January 14, 2021
Page No. 7
Describe.
3. Does the property contain a commercial (e.g., retail, warehouse, office/business space, etc.) or industrial
(e.g., manufacturing, utilities, industrial research and development, chemical/petroleum bulk storage etc.)
enterprise, an inactive commercial or industrial enterprise, or is the land undeveloped? ONO
Describe. _The property is developed for commercial retail use. The retail building is currently
unoccupied.
4. Do children visit the property? O/NO
Explain. Children and adults will likely visit the property in the future.
Is access to the property reliably restricted consistent with its use (e.g., by fences, security personnel or
both)? YES/(n
Explain.
The property is currently not provided with a fence or security system.
5. Do pavement, buildings, or other structures cap the contaminated soil? YES,( O
Describe.
Contaminated soil encountered during the tank closure was removed for offsite disposal in July 2020. A
total of 1044.75 tons of impacted soil were removed. Residual petroleum concentrations in soil remains at
the base of the excavation (16 feet below grade). The source area is covered with turf.
6. What is the zoning status of the property? The property is currently zoned Residential Compact (RC).
7. Is the use of the property likely to change in the next 20 years? YES/@
Explain. The use is likely to remain commercial.
Property Surrounding Source Area of Release
The questions below pertain to the area within 1,500 feet of the source area of the release
(excludes property containing source area of the release):
1. What is the distance from the source area of the release to the nearest primary or
secondary residence (permanent or temporary)? A permanent residence is located
approximately 80 feet southwest and hydraulically crossgradient of the source area.
2. What is the distance from the source area of the release to the nearest school, daycare
center, hospital, playground, park, recreation area, church, nursing home or other
place of public assembly? Webb field (public recreation area) is located 790 feet
northeast of the property.
3. What is the zoning status of properties in the surrounding area? The land use
surrounding the property is Compact Residential (RC). Approximately 300 feet to the
southeast is Commercial (C-2-CD) land use. The zoning of adjoining properties is
summarized in Table B-10 and shown in Figure 9.
4. Briefly characterize the use and activities of the land in the surrounding area. The
properties surrounding the Property are primarily residential and commercial use.
D. Receptor Information
Determine and describe all potential receptors, including those in the categories listed below.
Compile this information in a table entitled Public and Private Water Supply Well and Other
Receptor Information (Complete Table B-S from the Guidelines, Appendix B.) in which an
identification code is assigned to each potential receptor. Indicate the locations of each
potential receptor, using the identification code, on a potential receptor map. Use information
from all available sources and from site investigations.

Limited Site Assessment
208 Kerr Street NW, Concord, NC
January 14, 2021
Page No. 8
An unnamed creek is located 610 feet east of the property and is in a down -gradient position.
Water Supply Wells
Determine and describe the location, use, and ownership of public and private water
supply wells in the area within 1,500 feet of the source of the release. Compile this
information in Table B-5 and indicate the well locations on the potential receptor map.
Note whether well users are also served by a municipal water supply. Refer to the
instructions for a water supply well survey in Section 2.3 of the Guidelines.
Properties within 500-feet of the release were walked. Properties between 500 and 1,500 feet
from the site were observed from the public road. No water supply wells were observed
within 1,500 feet of the release. All of the adjoining properties appear to be connected to the
municipal water supply. The adjoining properties are numbered on the Sensitive Receptor
Map (Figure 4). The key to the numbered locations is provided in Table B-5.
2. Public Water Supplies
Determine the existence and availability of public water supplies within 1,500 feet of the
source area of the release. Compile this information in Table B-5 and indicate the
locations of the nearest public water lines and the sources) of the public water supply on
the potential receptor map.
The City of Concord receives drinking water from the surface water reservoirs which are in
excess of five miles from the Property.
A water main is located along Kerr Street NW which borders the property.
3. Surface Water
Identify all surface water bodies (e.g., ditch, pond, stream, lake, river) located within 1,500
feet of the source area of the release and indicate distance from source of release in Table
B-5 and indicate locations on the potential receptor map.
The distance to surface water is summarized on Table B-5 and shown on the potential
receptor map (Figure 7).
4. Wellhead Protection Areas
Indicate whether or not the UST release source area is located within an approved
wellhead protection area. Refer to Section 2.3 of the Guidelines for instructions on how to
access the list of currently approved wellhead protection plans and generate a map of UST
and wellhead protection area locations. List any identified wellhead protection area in
Table B-5 by PWS ID number and PWS system name and show the wellhead protection
area on the potential receptor map. To document performance of the wellhead protection
area investigation append to the potential receptor map a copy of the map generated using
ArcIMS Viewer to show 1) the UST location, 2) the wellhead protection area, and 3)
community wells.
The area of the UST release is not located within a wellhead protection area.

Limited Site Assessment
208 Kerr Street NW, Concord, NC
January 14, 2021
Page No. 9
5. Deep Aquifers in the Coastal Plain Physiographic Re'aion
Indicate if the source area of the release is located in an area in which there is recharge to
an unconfined or semi -confined deeper aquifer and indicate if that aquifer is being used
or may be used as a source of drinking water, referring to Section 2.3 of the Guidelines.
Based on a review of scientific literature on the regional hydrogeology and well
construction records and lithologic logs for deeper wells in the area, identify and describe
the deep aquifers underlying the release. Include information on the depth of the deep
aquifer in relation to the surficial saturated zone, the lithology and hydraulic conductivity
of the strata between the surficial aquifer and the deeper aquifer, and the difference in
groundwater head between the surficial aquifer and the deeper aquifer. Discuss the local
and regional usage of the deep aquifer and the draw down from major pumping
influences. Also, specify the distance from the source area of the release to major
discharge areas, such as streams and rivers. Cite all sources and references used for this
discussion.
NOTE: This requirement only pertains to releases in the Coastal Plain physiographic
region as designated on a map entitled "Geology of North Carolina" published by the
Department in 1985. This map can be obtained for a fee from the North Carolina Geologic
Survey, 1612 MSC, Raleigh, NC 27699-1612.
Groundwater in the vicinity of the release is not used as a municipal source of potable water.
6. Subsurface Structures
Describe subsurface features, including sewers, utility lines, conduits, basements, vaults,
septic tanks, drainfields, etc., referring to Section 2.3 of the Guidelines. Compile this
information in Table B-5 and indicate the locations on the potential receptor map.
Discuss the risk of explosion due to the accumulation of vapors in confined space and
the threat to public health, public safety or the environment posed by vapors in the
subsurface features.
No basements were observed on the property or adjoining properties. Underground utilities
are located along Kerr Street NW and Academy Street NW. Based on the lack of free
product observed at the site, the risk of an explosion hazard at this site is considered low.
E. Land Use
1. Property Owners and Occupants
Determine the names and addresses of property owners and occupants within or
contiguous to the area containing contamination and all property owners and occupants
within or contiguous to the area where the contamination is expected to migrate. Compile
this information in Table B-6 from the Guidelines, Appendix B, and indicate the property
locations on the land use map.
Please refer to Table B-6 and Figure 7.

Limited Site Assessment
208 Kerr Street NW, Concord, NC
January 14, 2021
Page No. 10
2. Sensitive Land Use Features
List features sensitive to impact from the release (schools, daycare centers, nursing homes,
hospitals, playgrounds, parks and recreation areas, churches, camps and other places of
assembly) and show the zoning status of the area within 1500' of the source of the release.
Compile this information in Table B-10 from the Guidelines, Appendix B, and indicate the
feature locations on the land use map.
Sensitive receptors were identified within 1,500 feet of the property and are listed in Table B-
10. The approximate locations of the sensitive receptors are shown on Figure 5.
F. Site Geology and Hydrogeology
Describe the soil and geology encountered at the site. Discuss the effects of soil and geological
characteristics on the migration and attenuation of contaminants. Include information
obtained during assessment activities (e.g., lithologic descriptions made during drilling, probe
surveys, tank closure, etc). If a Phase II investigation is required include a discussion of
groundwater flow direction and hydraulic gradient (vertical and horizontal).
The site is underlain by Saprolite consisting of an orange and red sequence of silts and sands
from approximately grade to approximately 16-feet below grade where it transitions to a blocky
mudstone.
G. Sampling Results
Phase I In vestigation
Responsible parties must perform a Phase I investigation for all releases.
A Phase I investigation includes the installation of one monitoring well in the source area of a
release. Soil samples are to be collected every five feet in the unsaturated zone and should be
analyzed in accordance with the methods specified in Table 5 of the Guidelines, Analytical
Methods for Petroleum Contaminated Soil. If the water table is encountered at 25 feet or
greater from the land surface, samples for laboratory analysis should be collected every 10 feet
in the unsaturated zone.
On November 18, 2020, CESI supervised the installation of one monitoring well in the location
of the former UST. The boring of the well was conducted by Environmental Drilling and
Probing Services Company (EDPS) of Charlotte, North Carolina. The boring of well B-1 was
advanced in the middle of the former excavation. The approximate location of the boring is
shown on a layout of the property as Figure 3. The boring was advanced using the direct push
drilling method to 16-feet below grade. At 16-feet below grade, rod refusal was encountered and
CESI instructed EDPS to convert to air rotary. The first 16-feet of drilling encountered clean
imported soil which had been backfilled to the excavation in July 2020. During the drilling, a 5-
foot long, new polyethylene Macrocore sleeve was advanced at five-foot intervals. An
undisturbed core was retrieved from each of the sleeves for observation and field screening by
CESI personnel. The boring encountered brown fine grained sand and silt from approximately
grade to 15-feet below grade. A sample of soil from 15-16 feet below grade was collected for
laboratory analysis. The air rotary method was employed at 16-feet below grade. Based on
observation of returns, moisture was indicated at approximately 40-feet below grade. The

Limited Site Assessment January 14, 2021
208 Kerr Street NW, Concord, NC Page No. 11
borehole was stopped at 50-feet below grade. CESI instructed EDPS to install a temporary well
consisting of 2-inch diameter PVC. The well was constructed with 15-feet of 0.010-inch
machine slotted PVC. A Number 2 filter sand was placed around the screen from the bottom of
the well to two -feet above the top of the screen. Following purge of the well, CESI personnel
collected a water sample intro laboratory provided sample jars. The water samples were
immediately placed on ice. The samples were transported using chain -of -custody protocol to
Pace Analytical, Inc. (Pace) of Huntersville, North Carolina. CESI requested that the samples be
analyzed for Volatile Organic Compounds (VOCs) by EPA Method 8260, Semi-VOCs (SVOCs)
by EPA Method 625, and Massachusetts Department of Environmental Protection (MADEP)
Volatile Petroleum Hydrocarbons (VPH) and Extractable Petroleum Hydrocarbons (EPH), and
Total Chromium and Lead. A summary of the analytical results is provided in Table B-4.
Copies of laboratory reports and chain of custody records are provided in Appendix 3.
Phase II Investigation (if required)
A Phase H investigation should only be conducted if the release is from a high risk
commercial UST and the levels of groundwater contamination detected in the source area
monitoring well exceed the groundwater standards or interim standards by a factor of 10.
Based on the analytical results, a Phase II investigation is not required.
H. Conclusions and Recommendations
Discuss the risk criteria that apply to the release and identify any other site -specific factors
related to the release that may pose a risk to human health and the environment. Also, discuss
any site -specific conditions or possible actions that could result in lowering the level of risk
posed by the release.
No adsorbed or dissolved concentrations above Gross Contaminant Levels were reported for the
parameters tested. Dissolved concentrations of Chromium and 1,2-Dichloroethane (1,2-DCA)
were reported at 11.0 micrograms per Liter (ug/L) and 3.4 ug/L, respectively. The 2L standard
for Chromium and 1,2-DCA are 10 ug/L and 0.4 ug/L, respectively. On behalf of our client, The
City of Concord, CESI requests a No Further Action determination through the Notice of
Residual Petroleum procedures.
I. Free Product Investigation and Recovery (if applicable)
No free product was observed at the site.
LIST OF FIGURES
FIGURE 1
Street Atlas
FIGURE 2
Topographic Location Map
FIGURE 3
Site Vicinity Map
FIGURE 4
Site Layout
FIGURE 5
Sensitive Receptor Map
FIGURE 6
Adjoining Property Key
FIGURE 7
Land Use Map

Limited Site Assessment
208 Kerr Street NW, Concord, NC
January 14, 2021
Page No. 12
LIST OF TABLES
B-1
Site History — UST/AST Information
B-2
Site History — Owner/Operator Information
B-3
Soil Sample Analytical Results
B-4
Groundwater Sample Analytical Results
B-5
Receptor Information
B-6
Adjoining Parcel Ownership
B-7
Well Construction Information
B-8
NOT USED
B-9
Groundwater Elevations
B-10
Land Use
LIST OF APPENDICES
APPENDIX I DEQ Correspondence (None)
APPENDIX 2 Deed and GIS Information
APPENDIX 3 Soil and Groundwater Laboratory Report and Chain -of -Custody Record

FIGURES

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Site Name: 208 Kerr Street NW
CONCORD ENGINEERING Concord, North Carolina
AND SURVEYING, INC.

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FIGURE 2 TOPOGRAPHIC MAP Not Scale Nƒ
Site Name 208Ker Street NA
CONCORD ENGINEERING Concord, North Carolina
AND SURVEYING, INC.

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FIGURE 3 SITE VICINITY Not to Scale N ?
CONCORD ENGINEERING Site Name: 208 Kerr Street NW
AND SURVEYING, INC. Concord, North Carolina

FIGURE 4 SITE PLAN Not to Scale N ?
CONCORD ENGINEERING
AND SURVEYING, INC.
Site Name: 208 Kerr Street NW
Concord, North Carolina

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Cougar Rein Winery - Dann s PI n
C-011P 0 C
Spectrum 9
Mcgill Family Medicine 19
McGill Me NW
Downtown Concord 9
�Iassie Cars 5'
L al Deals NC 0��� e�'
1� 208 Derr St NW,
'k Concord, NC 280 5
6 rain drive - borne
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relina Courts Concord
Ik4 Barber Scotia
'` College
9
Restsurante Lupitas ell
Morrison Brothers �
Building Center W
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FIGURE 5 SENSITIVE N T
RECEPTORS MAP Scale: As shown
Site Name: 208 Kerr Street NW
CONCORD ENGINEERING Concord, NC
AND SURVEYING, INC.

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t
#4 (5620-
48-
9077AW
#5 (5620-
58-
1107.0000
1+
R 3 I
#1 (5620-
58-
UST
2009.0000)
Closure
14
Site
#2 (5620-58-
\
1073.0000)
#3 (5620-
57-
. 0955.0000
a I
16
FIGURE 6 Adjoining Parcels Map Not to Scale N T
CONCORD ENGINEERING Site Name: 208 Kerr Street Northwest
AND SURVEYING, INC. Concord, NC 28025
Incident Number:

Subject
Property
R
CQ
)1228398
FIGURE 7 LAND USE MAP Not to Scale N ?
Site Name: 208 Kerr Street
CONCORD ENGINEERING Concord, North Carolina
AND SURVEYING, INC.

TABLES

Appendix B
Reporting Tables
Table B-1: Site History — UST/AST System and Other Release Information
Revision Date: 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC
Description
Was release
UST ID
Current/Last
Previous
Capacity (in
Construction
Tank
of Associated
Date Tank
Status of
associated
Number
Contents *
Contents *
gallons)
Details **
Dimensions
Piping and
Installed
UST ***
with the UST
Pumps
S stem?
1
Used Oil
Unknown
500
Single wall
4' diameter
Single wall
Unknown
Removed
Yes
steel
6' long
steel
7/27/2020
2
Used Oil
Unknown
500
Single wall
4' diameter
Single wall
Unknown
Removed
Yes
steel
6' long
steel
7/27/2020
Add additional records as necessary
Description
Was release
UST ID
Current/Last
Previous
Capacity (in
Construction
Tank
of Associated
Date Tank
Status of
associated
Number
Contents *
Contents *
gallons)
Details **
Dimensions
Piping and
Installed
AST ***
with the AST
Pumps
System?
Gasoline
Unknown
3,000
Single wall
5' diameter
Single wall
Unknown
Removed
Yes
3
steel
18' long
steel
7/27/2020
4
Gasoline
Unknown
3,000
Single wall
5' diameter
Single wall
Unknown
Removed
Yes
steel
18' long
steel
7/27/2020
Add additional records as necessary
Incident
Number
Material
Released
Date of
Release
Description of Release
Add additional records as necessary
* Gasoline (unleaded or leaded), diesel, used oil, waste oil, aviation fuel, etc., or pesticides, non -halogenated or halogenated solvents, etc.
** Fiberglass (single- or double -walled), steel (single- or double -walled), steel with FRP (single- or double -walled), steel with liner, other, unknown.
* * * Currently operational, not in use or temporarily closed (specify date), permanently closed in place (specify date), permanently closed by removal (specify
date)
Change 2

Appendix B
Reporting Tables
Table B-1: Site History — UST/AST System and Other Release Information
Revision Date: 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC
Description
Was release
UST ID
Current/Last
Previous
Capacity (in
Construction
Tank
of Associated
Date Tank
Status of
associated
Number
Contents *
Contents *
gallons)
Details **
Dimensions
Piping and
Installed
UST ***
with the UST
Pumps
S stem?
5
Gasoline
Unknown
3,000
Single wall
5' diameter
Single wall
Unknown
Removed
Yes
steel
18' long
steel
7/27/2020
Add additional records as necessary
UST ID
Number
Current/Last
Contents *
Previous
Contents *
Capacity (in
gallons)
Construction
Details **
Tank
Dimensions
Description
of Associated
Piping and
Pumps
Date Tank
Installed
Status of
AST ***
Was release
associated
with the AST
S stem?
Add additional records as necessary
Incident
Number
Material
Released
Date of
Release
Description of Release
Add additional records as necessary
* Gasoline (unleaded or leaded), diesel, used oil, waste oil, aviation fuel, etc., or pesticides, non -halogenated or halogenated solvents, etc.
** Fiberglass (single- or double -walled), steel (single- or double -walled), steel with FRP (single- or double -walled), steel with liner, other, unknown.
* * * Currently operational, not in use or temporarily closed (specify date), permanently closed in place (specify date), permanently closed by removal (specify
Change 2

Appendix B
Reporting Tables
Table B-2: Site History - UST/AST Owner/Operator and Other Responsible Party Information
Revision Date: 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC
UST ID Number
1,2,3,4,5
Facility ID Number
Name of Owner
Dates of Operation
mm/dd/ to mm/dd/
City of Concord
Current DID NOT OPERATE USTs
Street Address
P.O. Box 308
city
State
Zip
Telephone Number
Concord
NC
28026
Name of Operator
Dates of Operation
mm/dd/ to mm/dd/
Unknown
Unknown
Street Address
city
State
Zip
Tele hone Number
Incident Number
Name of Other Responsible Party
Dates of Release(s)
mm/dd/ to mm/dd/
Unknwn
Unknown
Street Address
City
State
Zip
Telephone Number
Change 2

Appendix B
Reporting Tables
Add additional records for all owners, operators and responsible parties as necessary.
Table B-3: Summary of Soil Sampling Results
Revision Date: : 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC Facility ID#:
Analytical Method (e.g., VOC by EPA 8260)
8260D
8260D
8260D
8260D
8260B
8260B
8260B
8260B
8260B
8260B
Contaminant of Concern 4
0
a,
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
N
o
n
(m/dd/yy)
(eg.
(ft BGS)
(Closure
c
Tank pit
20Day,
-
y
Cd
y
1)
LSA,
¢
'
v?Cd
etc.
p
y
c
11
N' �.
- F
�r?
F
O
F
North-
Kerr -NW
7/30/2020
west
13
Closure
<0.0059
<0.0059
<0.0059
<0.0059
<0.0588
<0.0059
<0.0059
<0.0059
<0.0118
wall
North-
Kerr -NE
7/30/2020
east
13
Closure
<0.0045
<0.0045
<0.0045
<0.0045
<0.0446
<0.0045
<0.0045
<0.0045
<0.0089
wall
South-
<0.0058
<0.0058
<0.0058
<0.0058
<0.0058
<0.0058
Kerr -SE
7/30/2020
east
13
Closure
<0.0058
<0.0585
<0.0117
wall
South-
<0.0051
<0.0051
<0.0051
<0.0051
<0.0051
Kerr -SW
7/30/2020
west
13
Closure
0.0057
<0.0051
<0.0510
<0.0102
wall
Minimum Reporting Limit (mg/kg)
Soil to groundwater MSCC (mg/kg)
4.3
4.3
4.9
0.12
0.4
0.16
8.5
8.5
4.6
Residential MSCC (mg/kg)
1200
626
1560
100
1200
313
782
782
3129
IndustriaUCommercial MSCC (mg/kg)
32000
16350
1 40000
4000
32000
8176
20440
1 20440
81760
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
Change 2

Table B-3: Summary of Soil Sampling Results
Revision Date: 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC
Appendix B
Reporting Tables
Facility ID#:
Analytical Method (e.g., VOC by EPA 8260)
4
8260B
Contaminant of Concern 4
0
9
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
N
o
a.
„
6
(m/dd/yy)
(eg.
(ft BGS)
(Closure
N
Tank pit
, 20Day,
0
°
-
1)
LSA
cn
R
0
`�
etc.
O
i
i
i"
cd
Bottom
7/30/2020
of
16
Closure
Kerr-B
1.850
16.100
1.730
0.899
6.430
20.200
11.000
52.700
excava-
tion
Minimum Reporting Limit (mg/kg)
Soil to groundwater MSCC (mg/kg)
4.3
4.3
4.9
0.12
0.4
0.16
8.5
8.5
4.6
Residential MSCC (mg/kg)
1200
626
1560
100
1200
313
782
782
3129
Industrial/Commercial MSCC (mg/kg)
32000
16350
40000
4000
32000
8176
20440
20440
81760
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
Change 2

Table B-3: Summary of Soil Sampling Results
Revision Date: : 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC
Appendix B
Reporting Tables
Facility ID#:
Analytical Method (e.g., VOC by EPA 8260)
�
b
y
d
x
a
c
a+b
c+d
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
� j
U
U
U
U
U
(m/dd/yy)
(eg.
(ft BGS)
(Closure
o,
o;
-
W)
d,
d,
Tank pit
, 20Day,
U
U
U
U
U
U
1)
LSA,
a
a
a
a
a
a
etc.
w
w
North -
Kerr -NW
7/30/2020
west
13
Closure
<11.5
<11.5
<1115
<6.49
6.53
<6.49
18.03
17.99
wall
North-
Kerr -NE
7/30/2020
east
13
Closure
<12.0
<12.0
<12/0
<7.33
<7.33
<7.33
19.33
19.33
wall
South-
<11.3
<11.3
Kerr -SE
7/30/2020
east
13
Closure
<11.3
<6.85
<6.85
<6.85
18.15
18.15
wall
South -
Kerr -SW
7/30/2020
west
13
Closure
<11.2
<11.2
<11.2
<5.47
<5.47
<5.47
16.67
16.67
wall
Minimum Reporting Limit (mg/kg)
Soil to groundwater MSCC (mg/kg)
31000
68
540
31
Residential MSCC (mg/kg)
810000
939
1500
469
Industrial/Commercial MSCC (mg/kg)
24528
40000
12264
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
Change 2

Table B-3: Summary of Soil Sampling Results
Revision Date:: 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC
Appendix B
Reporting Tables
Facility ID#:
Analytical Method (e.g., VOC by EPA 8260)
8015C
8015C
4
b
y
d
x
a
c
a+b
c+d
3546
5030B
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
� j
U
U
U
U
U
(m/dd/yy)
(eg.
(ft BGS)
(Closure
o,
o;
-
W)
o�
o�
O
O
Tank pit
, 20Day,
U
U
U
U
U
U
Q
1)
LSA,
a
a
a
a
a
a
a
a
etc.
w
H
H
Bottom
Kerr-B
7/30/2020
of hole
16
Closure
82.5
<28.1
31.5
643
894
480
976.5
NA
NA
7/30/2020
Suspect
3
Closure
Kerr-
line
NA
NA
NA
NA
NA
NA
NA
NA
<6.5
<6.2
KPC
trench
Minimum Reporting Limit (mg/kg)
Soil to groundwater MSCC (mg/kg)
31000
68
540
31
10
100
Residential MSCC (mg/kg)
810000
939
1500
469
10
100
Industrial/Commercial MSCC (mg/kg)
24528
40000
12264
10
100
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
Change 2

Appendix B
Reporting Tables
Table B-4: Summary of Groundwater and Surface Water Sampling Results
Revision Date: : 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC Facility ID#:
Analytical Method (e.g., VOC by SM600013) or
Field Measurement (FM)4
6oio
62ooB
62ooB
62ooB
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
SW ID
Collected
ID
Phase
(Closure,
•R
c
2013ay,
LSA, etc.)
U
B-1
11/18/2020
B-1
LSA
11.0
3.4
0.67
1.5
Minimum Reporting Limit (ug/1)
5.0
0.50
0.50
0.5
2L Standard (ug/1)
10
0.4
70
400
GCL (ug/1)
1000
400
70000
25000
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/1
µg/1=micrograms per liter GCL = gross contamination level Yellow shading indicates exceedance ofNCAC 2L. Red
shading indicates exceedance of GCL
Change 2

Appendix B
Reporting Tables
Table B-5: Public and Private Water Supply Well and Other Receptor Information
Revision Date: : 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC Facility ID#:
Public and Private Water Supply Wells
Latitude/
Distance
Longitude *
Well
Well
Well
from
Well Owner/ User
(decimal
Well
Depth
Type
Casing
Screen
source
c
Well #
(indicate which)
Address
Phone Number
degrees)
Use
(ft
of
Depth (ft.
Interval
area of
R
p
BGS)
Well
BGS)
L to y ft.
release
**
BGS)
(ft.)
Other Receptors
(Other public water supplies, reservoirs, supply lines, surface water bodies, wellhead protection areas, recharge areas for deep aquifers, subsurface structures)
Latitude/ Longitude of
Up or
Distance from
Receptor
Description
Location
any significant point(s)
Contact
Phone
Usage
down-
source area of
ID
(describe to left)
Number
gradient
release (ft.)
decimal de rees
Unnamed creek and
35.409488,-80.591629
Public
1
Greenway
East of release
walkw
Down
610
a
Unnamed Creek,
35.411861,-80.591792
Public
2
Greenway, and
Northeast of release
park
Cross
853
Webb Field
3
Webb field
Northeast of release
35.411566,-80.590249
Public
Cross
1,180
pool
4
Baptist Church
114 Kerr Street
35.408408,-80.591036
Vacant
Vacant
Church
Down
995
5
Longs School
310 Kerr Street
35.413676,-80.596041
Office
704784361
School
Up
1,400
* The location must be sufficiently accurate and precise to allow easy recovery of lost or damaged wells or replication of sampling points.** Ft BGS = feet below
ground surface
Change 2

Appendix B
Reporting Tables
Table B-6: Property Owners/ Occupants
Revision Date: : 1/11/2021_ Incident Number and Name:208 Kerr Street, Concord Facility ID#:
Tax Parcel
Number/
Map ID
Owner/ Occupant Name
(Last, First MI)
Address
5620-58-
2009.0000/1
City of Concord
PO Box 308, Concord, NC 28026
5620-58-
1073.0000/2
City of Concord
PO Box 308, Concord, NC 28026
5620-57-
0955.0000/3
Simon Espinoza-Rebollar and Dania
Bustos
207 Kerr Street NW, Concord, NC 28025
5620-48-
9077.0000/4
Jeffrey Perkins, III
213 Kerr Street NW, Concord, NC 28025
5620-58-
1107.0000/5
Jay R. Hotchkiss
2201 South Ridge Avenue, Kannapolis, NC 28083
10 Change 2

Appendix G
Contaminant Sources Other than USTs
Table B-7: Monitoring and Remediation Well Construction Information
Revision Date:: 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC Facility ID#:
Date
Date
Well
Well
Screened
Depth
Top of
Depth to
Free
Groundwater
Latitude/
Well
Installed
Water
Casing
Casing
Interval
of Well
Casing
Water
Product
Elevation*
Longitude
ID
(m/dd/yy)
Level
Diameter
Depth
(x to X
(ft.
Elevation*
from Top
Thickness
(ft.)
(decimal
Measured
(in.)
(ft.
ft. BGS)
BGS)
(ft.)
of Casing
** (ft.)
degrees)***
m/dd/
BGS
ft.
B-1
11/18/20
11/18/20
2
50
35-50
50
Not
measured
at rade
38.0
None
Not measured
35.410283/-
80.593830
ft BGS = feet below ground
* Reference Point for Elevation Measurements . Assumed Elevation: ft.
** If free product is present in a well, groundwater elevation is calculated by: [Top of Casing Elevation - Depth to Water] + [free product thickness x 0.8581]
*** The location must be sufficiently accurate and precise to allow easy recovery of lost or damaged wells.
11 Change 2

Appendix G
Contaminant Sources Other than USTs
Table B-9: Current and Historical Groundwater Elevations and Free Product Thickness
Revision Date: : 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC Facility ID#:
Well ID
#
Date
Screened Interval
(top of screen,
bottom of screen)
Depth to Water*
Uncorrected
(feet)
Free
Product
Thickness
feet
Depth to Water*
Corrected
for Free Product
Thickness feet)
Top of
Casing
Elevation
(MSL)
Groundwater
Surface
Elevation
(MSL
B-1
11/18/20
35 - 50
38.0
0.00
38.0
NM
NM
*Depth to Water is measured from Top of Casing
12 Change 2

Appendix G
Contaminant Sources Other than USTs
Table B-10: Land Use
Revision Date: : 1/11/2021_ Incident Number and Name: 208 Kerr Street, Concord, NC Facility ID#:
Map ID #
Date
Determined
Land Use Feature
(include zoning)
Location
(complete street address if applicable)
Distance and
Direction from
Source Area
Surrounding
property
1/14/2021
Residential (RC)
Subject Property and adjoining properties
Adjoining and radial
to at least 500-feet
exce t to the west
E of
roe
11/14/2021
Commercial (C-2-
CD
223 Cromwell Drive
310 feet east
13 Change 2

APPENDIX 2

1/14/2021
Cabarrus County Property Report
https:Hlocation.cabarruscounty.us/mapcabarrus/ 1 /2

1/14/2021
Cabarrus County Property Report
Cabarrus County shall not be held liable for any errors in the data represented on this record. This includes errors of omission,
commission, concerning the content of the data, and relative positional accuracy of the data. The data cannot be construed to be a
legal document. Primary sources from which this data was compiled must be consulted forverification of information represented
on this map document.
Physical Address:
208 KERR ST NW CONCORD NC
PIN14:
56205810370000
28025
Account Name 1:
CITY OF CONCORD
Account Name 2:
Mailing Address:
PO BOX 308
Mailing City:
CONCORD
Mailing State:
NC
Mailing Zip Code:
28026
Property Real ID:
12-020-0084.00
Plat Book:
00000
Plat Page:
00000
Land Units:
1
Units Type:
LT
Land Value:
LT
Building Value:
18570
OBXF Value:
0
Assessed Value:
23670
Market Value:
23670
Sale Year:
2015
Sale Month:
10
Sale Price:
0
Deed Book:
11637
Deed Page:
0268
Fire District:
Zoning:
RC
Elementary
Weddington Hills ES
School:
Middle School:
Concord MS
High School:
Concord HS
Precinct Name:
12-13
Legal
LT 2 P M FURR SE/INTER
Description:
KERR/ACADEMY
Floodway:
No
100 Yr Flood:
No
500 Yr Flood:
No
Watershed
undefined
FIRM Panel
5620
Number
https://location.cabarruscounty.us/mapcabarrus/ 2/2

1/14/2021
CABARRUS COUNTY- NC
Appraisal Card
1/14/2021 5:41:16 AM
CITY OF CONCORD Return/Appeal Notes: Parcel: 5620 58 1037 0000
208 KERR ST NW NC PLAT: 00000/00000
1400450 B & W FOOD & BEV. ID NO: 12 020 0084.00 0000
CONCORD CITY TAX (100), COUNTY TAX (100) CARD NO. 1 of 1
Reval Year: 2020 Tax Year: 2020 LT 2 P M FURR SE/INTER KERR/ACADEMY 1.0000 LT SRC= Inspection
Appraised by MP on 11/26/2019 19002 BOYS CLUB TW-12 CI-02 FR-00 EX-5 AT- LAST ACTION 20200117
CONSTRUCTION DETAIL
MARKET VALUE
DEPRECIATION
CORRELATION OF VALUE
Foundation - 4
AP Additional 0.20000
Spread Footing6.00
USE
MOD
Eff.
Area
QUAL
BASE
RATE
RCN
EYB
AYB
Physical
Standard 0.70000
CREDENCE TO MARKET
Sub Floor System - 5
Wood 12.0
11M
07
1,595
1 85
116.45 118573819871932
% GOOD 10.0
DEPR. BUILDING VALUE - CARD 18,570
Exterior Walls - 12
Stucco 22.00
TYPE: MINI -MART CONVENIENCE STORE COMMERCIAL
STYLE: 1 - 1.0 Story
DEPR. OB/XF VALUE -CARD 0
MARKET LAND VALUE - CARD 5,100
TOTAL MARKET VALUE - CARD 23,670
Roofing Structure - 07
Wood Truss 8.00
Roofing Cover - 02
Rolled Composition 2.00
TOTAL APPRAISED VALUE - CARD 23,670
TOTAL APPRAISED VALUE - PARCEL 23,670
Interior Wall Construction - 3
Plastered 7.00
Interior Wall Construction - 4
TOTAL PRESENT USE VALUE - PARCEL 0
Plywood Panel 0.00
TOTAL VALUE DEFERRED - PARCEL 0
TOTAL TAXABLE VALUE - PARCEL $ 23,670
Interior Floor Cover - 07
Cork or Vinyl Tile 7.00
Heating Fuel - 01
PRIOR
BUILDING VALUE 104,950
•BXF VALUE 3,300
None 0.00
Heating Type - 01
None 0.00
LAND VALUE 16,000
PRESENT USE VALUE 0
Air Conditioning Type - 01
None 0.00
DEFERRED VALUE 0
TOTAL VALUE 124,250
Commercial Heat & Air - 1
None 0.00
Structural Frame - 04
Masonry 12.00
BAS
Ceiling & Insulation - 08
PERMIT
CODE DATE NOTE NUMBER AMOUNT
Not Suspended - No 3.00
z9
[ S9S frl
Insulation
Average Rooms Per Floor - 1
Average Rooms Per Floor 0.00
ROUT: WTRSHD:
SALES DATA
Floor Number - 01
OFF.
RECORD
DATE
DEED
INDICATE
Floor 0.00
Half -Bathrooms
BOO
PAGE
MO
R
BAS - 0 FUS - 0 LL - 0
TYPE
/U
/I
SALES PRICE
Plumbing Fixtures
116370268
10
2015
CM
I
I
0
2.00 4.000
101140224
076810107
8
7
2012
2007
SH
QC
A
A
I
I
0
175000
Office
BAS - 0 FUS - 0 LL - 0
0 55
056140293
027120014
10
11
2004
1999
GW*
GW*
A
C
I
I
100000
0
TOTAL POINT VALUE 183.000
BUILDING ADJUSTMENTS
Quality
2
Below
0.9000
1 Average
Click on image to enlarge
BUILDING AREA 1,595
Shape/Desi n
2
MF2
0.9600
Size
Size
Size
1.1800
TOTAL ADJUSTMENT FACTOR 1.020
NOTES
TOTAL QUALITY INDEX 85
SUBAREA
UNIT
ORIG %
SIZE
ANN DEP
%
OB/XF DEPR.
GS
CODEQUALITYDESCRIPTIONCOUNTLTHWTHUNITS
PRICE
COND
BLDG# FACT
AYBEYB
RATE
OVRCOND
VALUE
TOTAL OB/XF VALUE 0
TYPE AREA % RPL CS
BAS 1
1,595100
185738
0
FIREPLACE 1 - None
SUBAREA
1,595
185,738
TOTALS
BUILDING DIMENSIONS BAS=W55S29E55N29Area:1595;TotalArea:1595
LAND INFORMATION
OTHER
ADJUSTMENTS AND
LAND
TOTAL
HIGHEST AND
USE
LOCAL
FRON
DEPTH
LND
COND
NOTES
ROAD
UNIT
LAND
UNT
TOTAL
ADJUSTED
LAND
OVERRIDE
LAND
BEST USE
CODE
ZONING
TAGE DEPTH
/ SIZE
MOD
FACT
RF AC LC TO OT
TYPE
PRICE
UNITS
TYP
ADJST UNIT
PRICE
VALUE
VALUE
NOTES
COMMERCIAL
0700
RC
58 1
65
1 1.0000
0
0.3000
PS
17,000.00
1.000
LT
0.300
5,100.00
5100
0
size
TOTAL MARKET LAND DATA
5,100
OTAL PRESENT USE DATA
11
https://tax.cabarruscounty.us/AppraisaiCard.aspx?Parcel=56205810370000 1 /1

FILED
CABARRUS COUNTY NC
WAYNE NIXON
REGISTER OF DEEDS
FILED Oct 21, 2015
AT 10:49 am
BOOK 11637
START PAGE 0268
END PAGE 0271
INSTRUMENT # 25877
EXCISE TAX $0.00
AnK
COMMISSIONER'S DEED
(Three tracts)
(Tax Parcel No.12-020-0083,12-020-0078, & 12-020-0084)
(Cabarrus County Parcel Identification No. 5620-58-1073, 5620-58-2009 & 5620-58-1037)
r
THIS INSTRUMENT PREPARED BY THE R. CANSLER P.C., ATTORNEYS AT LAW,
PO BOX 2122 CONCORD, NC 28026
THE ATTORNEYS PREPARING THIS INSTRUMENT HAVE MADE NO RECORD
SEARCH OR TITLE EXAMINATION AS TO THE PROPERTY HEREIN DESCRIBED,
UNLESS THE SAME IS SHOWN BY THEIR WRITTEN AND SIGNED CERTIFICATE
STATE OF NORTH CAROLINA
COUNTY OF CABARRUS
THIS COMMISSIONER'S DEED, made and entered into this the 19th day of
October 2015, by and between,
ROBERT E. CANSLER, ACTING AS COMMISSIONER under appointment of
the Court, AS HEREINAFTER STATED, of Cabarrus County, North Carolina, party of
the first part; and, CITY OF CONCORD, a municipal corporation, of CABARRUS
County, North Carolina, party of the second part.
1

WITNESSETH:
THAT, WHEREAS, in a certain Proceeding before the District Court of Cabarrus
County, N.C. entitled "CITY OF CONCORD VS. BEESAN PROPERTIES, LLC" (File No.
15-CVD-00890), an Order was entered by said Court on August 20, 2015 appointing said
party of the first part as Commissioner to sell at public sale, subject to the confirmation
of the Court, certain lands, including the lands hereinafter described;
WHEREAS, said party of the first part, acting as Commissioner as aforesaid,
after due advertisement as required by law and by said Order, offered said lands for
sale at public auction at the Front Door of the CABARRUS COUNTY Court House, in
Concord, North Carolina, as directed by the Notice of Sale, on September 24, 2015,
when and where said parties of the second part became the last and highest bidder
during the 10 day upset bid period following said sale at a price of $21,122.40 and no
further upset bids were offered during the next 10 day upset bid period;
WHEREAS, said sale was approved by the Court on the 6th day of October, 2015
AND, WHEREAS, said purchase price has been fully paid;
NOW, THEREFORE, said party of the first part, acting as Commissioner as
aforesaid, under authority of said Order of Court, and in consideration of the said
purchase price of $21,122.40, has bargained and sold, and by these presents does
bargain, sell and convey, unto said parties of the second part, and their heirs and
assigns, all that certain tract or parcel of land more particularly described as follows:
LYING AND BEING in No.12 Township, within the City limits of the City of
Concord, CABARRUS COUNTY, North Carolina; and being:
Description Tract 1:
Commonly known as 198 Kerr Street, Concord, NC 28025
Being all that certain lot or parcel of land situated in the City of Concord, Cabarrus County, NC and
being One Lot, title to which is recorded in Book 10144, Page 224 of the Cabarrus County Registry. Said
property bears PIN No. 5620-58-1073 AND Real ID No. 12-020-0083.
Description Tract 2:
Commonly known as 239 Academy Ave., Concord, NC 28025
Being all that certain lot or parcel of land situated in the City of Concord, Cabarrus County, NC and
being One Lot, title to which is recorded in Book 10144, Page 224 of the Cabarrus County Registry. Said
property bears PIN No. 5620-58-2009 AND Real ID No.12-020-0078.
2

Description Tract 3:
Commonly known as 208 Kerr Street, NW Concord, NC 28025
Being all that certain lot or parcel of land situated in the City of Concord, Cabarrus County, NC and
being One Lot, title to which is recorded in Book 10144, Page 224 of the Cabarrus County Registry. Said
property bears PIN No. 5620-58-1037 AND Real ID No.12-020-0084.
Said property was offered pursuant to the Notice of Sale "AS IS, WHERE IS". There were no
representations of warranty relating to the title or any physical, environmental, health, or safety
conditions, existing in, on, at, or relating to the property being offered for sale. This sale was made
subject to all prior liens, unpaid taxes, special assessments, easements, rights of way, deeds of release,
and any other encumbrances or exceptions of record, except as may be freed and cleared by the prior
judgment under NCGS 105-374 and at closing.
TO HAVE AND TO HOLD said lands and premises, together with all privileges
and appurtenances thereunto belonging, to them the said party of the second part, and
their heirs and assigns, in as full and ample a manner as said party of the first part, as
Commissioner as aforesaid, is authorized and empowered to convey the same.
IN TESTIMONY WHEREOF, said party of the first part, acting as
Commissioner as aforesaid, has hereunto set his hand and seal, the day and year first
above written.
9�6& le�, (SEAL)
ROBERT E. CANSLER, COMMISSIONER
Grantor
CERTIFICATE OF ACKNOWLEDGEMENT
BY GRANTOR
(G.S. 47-38)
STATE OF NORTH CAROLINA
COUNTY OF CABARRUS
I, a Notary Public of the County and State aforesaid, hereby do certify that
ROBERT E. CANSLER, COMMISSIONER, the Grantor, personally appeared before
3

me this day, and acknowledged the due execution of the foregoing instrument, for the
purposes therein expressed.
WITNESS my hand and official seal, this the 19th day of October 2015.
NOTARY
SEAL:,,,,,
z0�Asnd
48d A
%,`n� C�7;,'`•
4,04# 1411sk1%
NOTARY PUBLIC
My Commission expires:
C!
�rr

APPENDIX 3

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
December 07, 2020
Mr. Steve Irminger
Irminger Consulting
7015 Erinbrook Road
Concord, NC 28025
RE: Project: Kerr St.
Pace Project No.: 92506730
Dear Mr. Irminger:
Enclosed are the analytical results for sample(s) received by the laboratory on November 18, 2020. The results relate only
to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace National - Mt. Juliet
• Pace Analytical Services - Asheville
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Tyriek Hooks
[e-mail]
[phone]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 45

lacieAnalyfica('
www,pacelabs.com
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project: Kerr St.
Pace Project No.: 92506730
Pace Analytical Services National
12065 Lebanon Road, Mt. Juliet, TN 37122
Alabama Certification #: 40660
Alaska Certification 17-026
Arizona Certification #: AZ0612
Arkansas Certification #: 88-0469
California Certification #: 2932
Canada Certification #: 1461.01
Colorado Certification #: TN00003
Connecticut Certification #: PH-0197
DOD Certification: #1461.01
EPA# TN00003
Florida Certification #: E87487
Georgia DW Certification #: 923
Georgia Certification: NELAP
Idaho Certification #: TN00003
Illinois Certification #: 200008
Indiana Certification #: C-TN-01
Iowa Certification #: 364
Kansas Certification #: E-10277
Kentucky UST Certification #: 16
Kentucky Certification #: 90010
Louisiana Certification #: A130792
Louisiana DW Certification #: LA180010
Maine Certification #: TN0002
Maryland Certification #: 324
Massachusetts Certification #: M-TNO03
Michigan Certification #: 9958
Minnesota Certification #: 047-999-395
Mississippi Certification #: TN00003
Missouri Certification #: 340
Montana Certification M CERT0086
Nebraska Certification #: NE-OS-15-05
Pace Analytical Services Charlotte
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
North Carolina Drinking Water Certification M 37712
CERTIFICATIONS
Nevada Certification #: TN-03-2002-34
New Hampshire Certification #: 2975
New Jersey Certification #: TNO02
New Mexico DW Certification
New York Certification #: 11742
North Carolina Aquatic Toxicity Certification #: 41
North Carolina Drinking Water Certification #: 21704
North Carolina Environmental Certificate #: 375
North Dakota Certification #: R-140
Ohio VAP Certification #: CL0069
Oklahoma Certification #: 9915
Oregon Certification #: TN200002
Pennsylvania Certification #: 68-02979
Rhode Island Certification #: LA000356
South Carolina Certification #: 84004
South Dakota Certification
Tennessee DW/Chem/Micro Certification #: 2006
Texas Certification #: T 104704245-17-14
Texas Mold Certification #: LAB0152
USDA Soil Permit #: P330-15-00234
Utah Certification #: TN00003
Vermont Dept. of Health: ID# VT-2006
Virginia Certification #: VT2006
Virginia Certification #: 460132
Washington Certification #: C847
West Virginia Certification #: 233
Wisconsin Certification #: 998093910
Wyoming UST Certification #: via A21-A 2926.01
A21-A-ISO 17025 Certification #: 1461.01
A21-A-ISO 17025 Certification #: 1461.02
AIHA-LAP/LLC EMLAP Certification #:100789
South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project: Kerr St.
Pace Project No.: 92506730
Analytes
Lab ID Sample ID
Method
Analysts
Reported
Laboratory
92506730001 B-1 15-16
MADEP EPH
DMG
8
PAN
MADEP VPH
ADM
6
PAN
EPA 8270E
BPJ
75
PASI-C
EPA 8260D
CL
70
PASI-C
ASTM D2974-87
KDF
1
PASI-C
SM 2540G
KBC
1
PAN
92506730002 B-1
MADEP EPH
DMG
8
PAN
MADEP VPH
ACG
6
PAN
EPA 6010D
SH1
2
PASI-A
EPA 625.1
PKS
65
PASI-C
SM 6200B
SAS
63
PASI-C
PAN = Pace National - Mt. Juliet
PASI-A = Pace Analytical Services - Asheville
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Kerr St.
Pace Project No.: 92506730
Sample: B-1 15-16 Lab ID: 92506730001 Collected: 11/16/20 09:30 Received: 11/18/20 11:30 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
TPH by Method MADEPE
Aliphatic (C09-C18)
Aliphatic (C19-C36)
Aromatic (C11-C22)
Total Extractable Hydrocarbons
Surrogates
o-Terphenyl(S)
1-Chloro-octadecane (S)
2-Fluorobiphenyl (S)
2-Bromonaphthalene (S)
1�J_111=10A
Aliphatic (C05-008)
Aliphatic (C09-C12)
Aromatic (C09-C10),Unadjusted
Total VPH
Surrogates
2,5-Dibromotoluene (FID)
2,5-Dibromotoluene (PID)
8270E MSSV Microwave
Acenaphthene
Acenaphthylene
Aniline
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Benzo(k)fluoranthene
Benzoic Acid
Benzyl alcohol
4-Bromophenylphenyl ether
Butylbenzylphthalate
4-Chloro-3-methyl phenol
4-Chloroaniline
bis(2-Chloroethoxy)methane
bis(2-Chloroethyl) ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenyl ether
Chrysene
Dibenz(a,h)anthracene
Dibenzofuran
Date: 12/07/2020 08:10 AM
Analytical Method: MADEP EPH Preparation Method: MA DEP/NJ DEP
Pace National - Mt. Juliet
ND
mg/kg
7.11
1
11/24/20 12:49
12/01/20 04:53
ND
mg/kg
7.11
1
11/24/20 12:49
12/01/20 04:53
ND
mg/kg
7.11
1
11/24/20 12:49
12/01/20 07:27
10.7
mg/kg
7.11
1
11/24/20 12:49
12/01/20 07:27
TPH-TEH
65.8
%
40.0-140
1
11/24/20 12:49
12/01/20 07:27
84-15-1
77.6
%
40.0-140
1
11/24/20 12:49
12/01/20 04:53
3386-33-2
70.1
%
40.0-140
1
11/24/20 12:49
12/01/20 07:27
321-60-8
58.1
%
40.0-140
1
11/24/20 12:49
12/01/20 07:27
580-13-2
Analytical Method: MADEP VPH Preparation Method: MADEPV
Pace National - Mt. Juliet
36.9
mg/kg
12.9
2.27
11/16/20 09:30
11/29/20 14:49
ML,R1
31.1
mg/kg
12.9
2.27
11/16/20 09:30
11/29/20 14:49
ML,R1
22.1
mg/kg
12.9
2.27
11/16/20 09:30
11/29/20 14:49
TPHC9C10A
ML,R1
90.1
mg/kg
12.9
2.27
11/16/20 09:30
11/29/20 14:49
VPH
ML,R1
87.3
%
70.0-130
2.27
11/16/20 09:30
11/29/20 14:49
615-59-8FID
82.5
%
70.0-130
2.27
11/16/20 09:30
11/29/20 14:49
615-59-8PID
Analytical Method: EPA 8270E Preparation Method: EPA
3546
Pace Analytical
Services - Charlotte
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
83-32-9
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
208-96-8
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
62-53-3
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
120-12-7
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
56-55-3
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
50-32-8
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
205-99-2
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
191-24-2
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
207-08-9
ND
ug/kg
2060
1
11/23/20 10:59
11/24/20 00:56
65-85-0
M1
ND
ug/kg
825
1
11/23/20 10:59
11/24/20 00:56
100-51-6
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
101-55-3
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
85-68-7
ND
ug/kg
825
1
11/23/20 10:59
11/24/20 00:56
59-50-7
ND
ug/kg
825
1
11/23/20 10:59
11/24/20 00:56
106-47-8
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
111-91-1
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
111-44-4
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
91-58-7
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
95-57-8
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
7005-72-3
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
218-01-9
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
53-70-3
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
132-64-9
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 4 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Kerr St.
Pace Project No.: 92506730
Sample: B-1 15-16
Lab ID: 92506730001 Collected:
11/16/20
09:30
Received: 11/18/20 11:30 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results
Units Report Limit
DF
Prepared
Analyzed
CAS No. Qual
8270E MSSV Microwave
Analytical Method: EPA 8270E Preparation Method: EPA 3546
Pace Analytical
Services - Charlotte
1,2-Dichlorobenzene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
95-50-1
1,3-Dichlorobenzene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
541-73-1
1,4-Dichlorobenzene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
106-46-7
3,3'-Dichlorobenzidine
ND
ug/kg
825
1
11/23/20 10:59
11/24/20 00:56
91-94-1 IL
2,4-Dichlorophenol
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
120-83-2
Diethylphthalate
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
84-66-2
2,4-Dimethylphenol
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
105-67-9
Dimethylphthalate
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
131-11-3
Di-n-butylphthalate
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
84-74-2
4,6-Dinitro-2-methyl phenol
ND
ug/kg
825
1
11/23/20 10:59
11/24/20 00:56
534-52-1
2,4-Dinitrophenol
ND
ug/kg
2060
1
11/23/20 10:59
11/24/20 00:56
51-28-5
2,4-Dinitrotoluene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
121-14-2
2,6-Dinitrotoluene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
606-20-2
Di-n-octylphthalate
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
117-84-0
bis(2- Ethyl hexyl)phthalate
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
117-81-7
Fluoranthene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
206-44-0
Fluorene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
86-73-7
Hexachloro-1,3-butadiene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
87-68-3
Hexachlorobenzene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
118-74-1
Hexachlorocyclopentadiene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
77-47-4
Hexachloroethane
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
193-39-5
Isophorone
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
78-59-1
1-Methylnaphthalene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
90-12-0
2-Methylnaphthalene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
91-57-6
2-Methylphenol(o-Cresol)
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
95-48-7
3&4-Methyl phenol (m&p Cresol)
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
15831-10-4
Naphthalene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
91-20-3
2-Nitroaniline
ND
ug/kg
2060
1
11/23/20 10:59
11/24/20 00:56
88-74-4
3-Nitroaniline
ND
ug/kg
2060
1
11/23/20 10:59
11/24/20 00:56
99-09-2
4-Nitroaniline
ND
ug/kg
825
1
11/23/20 10:59
11/24/20 00:56
100-01-6
Nitrobenzene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
98-95-3
2-Nitrophenol
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
88-75-5
4-Nitrophenol
ND
ug/kg
2060
1
11/23/20 10:59
11/24/20 00:56
100-02-7
N-Nitrosodimethylamine
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
621-64-7
N-Nitrosodiphenylamine
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
86-30-6
2,2'-Oxybis(1-chloropropane)
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
108-60-1
Pentachlorophenol
ND
ug/kg
825
1
11/23/20 10:59
11/24/20 00:56
87-86-5
Phenanthrene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
85-01-8
Phenol
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
108-95-2
Pyrene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
129-00-0
Pyridine
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
110-86-1
1,2,4-Trichlorobenzene
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
120-82-1
2,4,5-TrichIorophenol
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
95-95-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 5 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Kerr St.
Pace Project No.: 92506730
Sample: B-1 15-16 Lab ID: 92506730001 Collected: 11/16/20 09:30 Received: 11/18/20 11:30 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8270E MSSV Microwave
Analytical Method: EPA 8270E Preparation Method: EPA 3546
Pace Analytical
Services - Charlotte
2,4,6-TrichIorophenol
ND
ug/kg
413
1
11/23/20 10:59
11/24/20 00:56
88-06-2
Surrogates
Nitrobenzene-d5(S)
79
%
21-130
1
11/23/20 10:59
11/24/20 00:56
4165-60-0
2-Fluorobiphenyl (S)
71
%
19-130
1
11/23/20 10:59
11/24/20 00:56
321-60-8
Terphenyl-d14(S)
104
%
15-130
1
11/23/20 10:59
11/24/20 00:56
1718-51-0
Phenol-d6 (S)
79
%
18-130
1
11/23/20 10:59
11/24/20 00:56
13127-88-3
2-Fluorophenol (S)
77
%
18-130
1
11/23/20 10:59
11/24/20 00:56
367-12-4
2,4,6-Tribromophenol (S)
85
%
18-130
1
11/23/20 10:59
11/24/20 00:56
118-79-6
8260D/5035A/5030B Volatiles
Analytical Method: EPA 8260D Preparation Method: EPA 5035A/5030B
Pace Analytical
Services - Charlotte
Acetone
ND
ug/kg
157
1
11/18/20 15:41
11/18/20 21:31
67-64-1
Benzene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
71-43-2
Bromobenzene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
108-86-1
Bromochloromethane
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
74-97-5
Bromodichloromethane
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
75-27-4
Bromoform
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
75-25-2
Bromomethane
ND
ug/kg
15.7
1
11/18/20 15:41
11/18/20 21:31
74-83-9
2-Butanone (MEK)
ND
ug/kg
157
1
11/18/20 15:41
11/18/20 21:31
78-93-3
n-Butylbenzene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
104-51-8
sec-Butylbenzene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
135-98-8
tert-Butyl benzene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
98-06-6
Carbon tetrachloride
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
56-23-5
Chlorobenzene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
108-90-7
Chloroethane
ND
ug/kg
15.7
1
11/18/20 15:41
11/18/20 21:31
75-00-3
Chloroform
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
67-66-3
Chloromethane
ND
ug/kg
15.7
1
11/18/20 15:41
11/18/20 21:31
74-87-3
2-Chlorotoluene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
95-49-8
4-Chlorotoluene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
96-12-8
Dibromochloromethane
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
106-93-4
Dibromomethane
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
74-95-3
1,2-Dichlorobenzene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
95-50-1
1,3-Dichlorobenzene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
541-73-1
1,4-Dichlorobenzene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
106-46-7
Dichlorodifluoromethane
ND
ug/kg
15.7
1
11/18/20 15:41
11/18/20 21:31
75-71-8
1,1-Dichloroethane
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
75-34-3
1,2-Dichloroethane
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
107-06-2
1,1-Dichloroethene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
75-35-4
cis-1,2-Dichloroethene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
156-59-2
trans-1,2-Dichloroethene
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
156-60-5
1,2-Dichloropropane
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
78-87-5
1,3-Dichloropropane
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
142-28-9
2,2-Dichloropropane
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
594-20-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 6 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Kerr St.
Pace Project No.: 92506730
Sample: B-1 15-16 Lab ID: 92506730001 Collected: 11/16/20 09:30 Received: 11/18/20 11:30 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
8260D/5035A/5030B Volatiles
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
2-Hexanone
Isopropylbenzene (Cumene)
p-Isopropyltoluene
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl-tert-butyl ether
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl acetate
Vinyl chloride
Xylene (Total)
m&p-Xylene
o-Xylene
Surrogates
Toluene-d8 (S)
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260D Preparation Method: EPA 5035A/5030B
Pace Analytical Services - Charlotte
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
563-58-6
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
10061-01-5
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
10061-02-6
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
108-20-3
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
100-41-4
ND
ug/kg
15.7
1
11/18/20 15:41
11/18/20 21:31
87-68-3
ND
ug/kg
78.6
1
11/18/20 15:41
11/18/20 21:31
591-78-6
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
98-82-8
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
99-87-6
ND
ug/kg
31.5
1
11/18/20 15:41
11/18/20 21:31
75-09-2
ND
ug/kg
78.6
1
11/18/20 15:41
11/18/20 21:31
108-10-1
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
1634-04-4
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
91-20-3
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
103-65-1
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
100-42-5
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
630-20-6
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
79-34-5
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
127-18-4
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
108-88-3
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
87-61-6
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
120-82-1
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
71-55-6
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
79-00-5
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
79-01-6
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
75-69-4
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
96-18-4
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
95-63-6
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
108-67-8
ND
ug/kg
78.6
1
11/18/20 15:41
11/18/20 21:31
108-05-4
ND
ug/kg
15.7
1
11/18/20 15:41
11/18/20 21:31
75-01-4
ND
ug/kg
15.7
1
11/18/20 15:41
11/18/20 21:31
1330-20-7
ND
ug/kg
15.7
1
11/18/20 15:41
11/18/20 21:31
179601-23-1
ND
ug/kg
7.9
1
11/18/20 15:41
11/18/20 21:31
95-47-6
99
%
70-130
1
11/18/20 15:41
11/18/20 21:31
2037-26-5
99
%
69-134
1
11/18/20 15:41
11/18/20 21:31
460-00-4
98
%
70-130
1
11/18/20 15:41
11/18/20 21:31
17060-07-0
Percent Moisture Analytical Method: ASTM D2974-87
Pace Analytical Services - Charlotte
Percent Moisture 19.2 % 0.10 1 11/18/20 17:12
Total Solids 2540 G-2011 Analytical Method: SM 2540G Preparation Method: SM 2540 G
Pace National - Mt. Juliet
Total Solids 91.4 % 1 12/01/20 13:14 12/01/20 13:29
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
Page 7 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Kerr St.
Pace Project No.: 92506730
Sample: B-1 Lab ID: 92506730002 Collected: 11/18/20 10:00 Received: 11/18/20 11:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
TPH by Method MADEPE
Analytical Method: MADEP EPH Preparation Method: MA DEP/NJ DEP
Pace National - Mt. Juliet
Aliphatic (C09-C18)
ND
ug/L
100
1
11/23/20 12:40
11/25/20 17:43
Aliphatic (C19-C36)
ND
ug/L
100
1
11/23/20 12:40
11/25/20 17:43
Aromatic (C11-C22)
ND
ug/L
100
1
11/23/20 12:40
11/25/20 19:34
Total Extractable Hydrocarbons
ND
ug/L
100
1
11/23/20 12:40
11/25/20 19:34
TPH-TEH
Surrogates
o-Terphenyl (S)
55.4
%
40.0-140
1
11/23/20 12:40
11/25/20 19:34
84-15-1
1-Chloro-octadecane (S)
55.0
%
40.0-140
1
11/23/20 12:40
11/25/20 17:43
3386-33-2
2-Fluorobiphenyl (S)
78.5
%
40.0-140
1
11/23/20 12:40
11/25/20 19:34
321-60-8
2-Bromonaphthalene (S)
72.6
%
40.0-140
1
11/23/20 12:40
11/25/20 19:34
580-13-2
MADEPV
Analytical Method:
MADEP VPH Preparation Method:
MADEPV
Pace National - Mt. Juliet
Aliphatic (C05-CO8)
ND
ug/L
100
1
11/23/20 06:25
11/23/20 06:25
Aliphatic (C09-C12)
ND
ug/L
100
1
11/23/20 06:25
11/23/20 06:25
Aromatic (C09-C10),Unadjusted
ND
ug/L
100
1
11/23/20 06:25
11/23/20 06:25
TPHC9C10A
Total VPH
130
ug/L
100
1
11/23/20 06:25
11/23/20 06:25
VPH
Surrogates
2,5-Dibromotoluene (FID)
87.4
%
70.0-130
1
11/23/20 06:25
11/23/20 06:25
615-59-8FID
2,5-Dibromotoluene (PID)
88.6
%
70.0-130
1
11/23/20 06:25
11/23/20 06:25
615-59-8PID
6010 MET ICP
Analytical Method:
EPA 6010D Preparation Method: EPA 3010A
Pace Analytical
Services -Asheville
Chromium
11.0
ug/L
5.0
1
11/30/20 10:55
12/02/20 01:34
7440-47-3
Lead
ND
ug/L
5.0
1
11/30/20 10:55
12/02/20 01:34
7439-92-1
625 RVE
Analytical Method:
EPA 625.1 Preparation Method:
EPA
625.1
Pace Analytical
Services - Charlotte
Acenaphthene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
83-32-9
Acenaphthylene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
208-96-8
Anthracene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
120-12-7
Benzo(a)anthracene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
56-55-3
Benzo(a)pyrene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
50-32-8
Benzo(b)fluoranthene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
205-99-2
Benzo(g,h,i)perylene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
191-24-2
Benzo(k)fluoranthene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
207-08-9
4-Bromophenylphenyl ether
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
101-55-3
Butylbenzylphthalate
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
85-68-7
4-Chloro-3-methyl phenol
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
59-50-7
bis(2-Chloroethoxy)methane
ND
ug/L
10.0
1
11/19/20 10:29
11/22/20 13:57
111-91-1
bis(2-Chloroethyl) ether
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
111-44-4
2-Chloronaphthalene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
91-58-7
2-Chlorophenol
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
95-57-8
4-Chlorophenylphenyl ether
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
7005-72-3
Chrysene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
218-01-9
Dibenz(a,h)anthracene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
53-70-3
3,3'-Dichlorobenzidine
ND
ug/L
10.0
1
11/19/20 10:29
11/22/20 13:57
91-94-1
Date: 12/07/2020 08:10 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 8 of 45

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Kerr St.
Pace Project No.: 92506730
Sample: B-1
Lab ID: 92506730002 Collected: 11/18/20 10:00
Received: 11/18/20 11:30 Matrix: Water
Parameters
Results
Units
Report Limit
DF
Prepared
Analyzed
CAS No. Qual
625 RVE
Analytical Method:
EPA 625.1
Preparation Method: EPA 625.1
Pace Analytical
Services - Charlotte
2,4-Dichlorophenol
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
120-83-2
Diethylphthalate
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
84-66-2
2,4-Dimethylphenol
ND
ug/L
10.0
1
11/19/20 10:29
11/22/20 13:57
105-67-9
Dimethylphthalate
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
131-11-3
Di-n-butylphthalate
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
84-74-2
4,6-Dinitro-2-methyl phenol
ND
ug/L
10.0
1
11/19/20 10:29
11/22/20 13:57
534-52-1
2,4-Dinitrophenol
ND
ug/L
50.0
1
11/19/20 10:29
11/22/20 13:57
51-28-5
2,4-Dinitrotoluene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
121-14-2
2,6-Dinitrotoluene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
606-20-2
Di-n-octylphthalate
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
117-84-0
bis(2- Ethyl hexyl)phthalate
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
117-81-7
Fluoranthene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
206-44-0
Fluorene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
86-73-7
Hexachloro-1,3-butadiene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
87-68-3
Hexachlorobenzene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
118-74-1
Hexachlorocyclopentadiene
ND
ug/L
10.0
1
11/19/20 10:29
11/22/20 13:57
77-47-4
Hexachloroethane
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
67-72-1 L2
Indeno(1,2,3-cd)pyrene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
193-39-5
Isophorone
ND
ug/L
10.0
1
11/19/20 10:29
11/22/20 13:57
78-59-1
Naphthalene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
91-20-3
Nitrobenzene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
98-95-3
2-Nitrophenol
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
88-75-5
4-Nitrophenol
ND
ug/L
10.0
1
11/19/20 10:29
11/22/20 13:57
100-02-7
N-Nitrosodimethylamine
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
621-64-7
N-Nitrosodiphenylamine
ND
ug/L
10.0
1
11/19/20 10:29
11/22/20 13:57
86-30-6
2,2'-Oxybis(1-chloropropane)
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
108-60-1
Pentachlorophenol
ND
ug/L
10.0
1
11/19/20 10:29
11/22/20 13:57
87-86-5
Phenanthrene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
85-01-8
Phenol
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
108-95-2
Pyrene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
129-00-0
1,2,4-Trichlorobenzene
ND
ug/L
5.0
1
11/19/20 10:29
11/22/20 13:57
120-82-1
2,4,6-TrichIorophenol
ND
ug/L
10.0
1
11/19/20 10:29
11/22/20 13:57
88-06-2
Surrogates
Nitrobenzene-d5 (S)
88
%
10-120
1
11/19/20 10:29
11/22/20 13:57
4165-60-0
2-Fluorobiphenyl (S)
47
%
15-120
1
11/19/20 10:29
11/22/20 13:57
321-60-8
Terphenyl-d14 (S)
138
%
11-131
1
11/19/20 10:29
11/22/20 13:57
1718-51-0 S3
Phenol-d6 (S)
44
%
10-120
1
11/19/20 10:29
11/22/20 13:57
13127-88-3
2-Fluorophenol (S)
45
%
10-120
1
11/19/20 10:29
11/22/20 13:57
367-12-4
2,4,6-Tribromophenol (S)
66
%
10-137
1
11/19/20 10:29
11/22/20 13:57
118-79-6
Tentatively Identified Compounds
Unknown
14.2J
ug/L
1
11/19/20 10:29
11/22/20 13:57
Unknown
5AJ
ug/L
1
11/19/20 10:29
11/22/20 13:57
Unknown
6.OJ
ug/L
1
11/19/20 10:29
11/22/20 13:57
Unknown
6.8J
ug/L
1
11/19/20 10:29
11/22/20 13:57
Benzenesulfonamide, We
25.OJ
ug/L
1
11/19/20 10:29
11/22/20 13:57
1077-56-1 N
REPORT OF LABORATORY ANALYSIS
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Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 9 of 45

leAnalyiical
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Kerr St.
Pace Project No.: 92506730
Sample: B-1 Lab ID: 92506730002 Collected: 11/18/20 10:00 Received: 11/18/20 11:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
625 RVE
Analytical Method: EPA 625.1 Preparation Method: EPA 625.1
Pace Analytical
Services - Charlotte
Tentatively Identified Compounds
Benzenesulfonamide, We
9.7J
ug/L
1 11/19/20 10:29
11/22/20 13:57
80-39-7
Unknown
5.7J
ug/L
1 11/19/2010:29
11/22/2013:57
6200B MSV
Analytical Method:
SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
12/02/20 01:54
71-43-2
Bromobenzene
ND
ug/L
0.50
1
12/02/20 01:54
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
12/02/20 01:54
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
12/02/20 01:54
75-27-4
Bromoform
ND
ug/L
0.50
1
12/02/20 01:54
75-25-2
Bromomethane
ND
ug/L
5.0
1
12/02/20 01:54
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
12/02/20 01:54
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
12/02/20 01:54
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
12/02/20 01:54
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
12/02/20 01:54
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
12/02/20 01:54
108-90-7
Chloroethane
ND
ug/L
1.0
1
12/02/20 01:54
75-00-3
Chloroform
ND
ug/L
0.50
1
12/02/20 01:54
67-66-3
Chloromethane
ND
ug/L
1.0
1
12/02/20 01:54
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
12/02/20 01:54
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
12/02/20 01:54
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
12/02/20 01:54
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
12/02/20 01:54
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
12/02/20 01:54
106-93-4
Dibromomethane
ND
ug/L
0.50
1
12/02/20 01:54
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
12/02/20 01:54
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
12/02/20 01:54
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
12/02/20 01:54
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
12/02/20 01:54
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
12/02/20 01:54
75-34-3
1,2-Dichloroethane
3.4
ug/L
0.50
1
12/02/20 01:54
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
12/02/20 01:54
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
12/02/20 01:54
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
12/02/20 01:54
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
12/02/20 01:54
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
12/02/20 01:54
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
12/02/20 01:54
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
12/02/20 01:54
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
12/02/20 01:54
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
12/02/20 01:54
10061-02-6
Diisopropyl ether
0.67
ug/L
0.50
1
12/02/20 01:54
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
12/02/20 01:54
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
12/02/20 01:54
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
12/02/20 01:54
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
12/02/20 01:54
75-09-2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
N
Page 10 of 45

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Kerr St.
Pace Project No.: 92506730
Sample: B-1 Lab ID: 92506730002 Collected: 11/18/20 10:00 Received: 11/18/20 11:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Methyl-tert-butyl ether
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl chloride
m&p-Xylene
o-Xylene
Surrogates
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 12/07/2020 08:10 AM
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
1.5
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
93
%
96
%
100
%
0.50
1
12/02/20 01:54
1634-04-4
2.0
1
12/02/20 01:54
91-20-3
0.50
1
12/02/20 01:54
103-65-1
0.50
1
12/02/20 01:54
100-42-5
0.50
1
12/02/20 01:54
630-20-6
0.50
1
12/02/20 01:54
79-34-5
0.50
1
12/02/20 01:54
127-18-4
0.50
1
12/02/20 01:54
108-88-3
2.0
1
12/02/20 01:54
87-61-6
2.0
1
12/02/20 01:54
120-82-1
0.50
1
12/02/20 01:54
71-55-6
0.50
1
12/02/20 01:54
79-00-5
0.50
1
12/02/20 01:54
79-01-6
1.0
1
12/02/20 01:54
75-69-4
0.50
1
12/02/20 01:54
96-18-4
0.50
1
12/02/20 01:54
95-63-6
0.50
1
12/02/20 01:54
108-67-8
1.0
1
12/02/20 01:54
75-01-4
1.0
1
12/02/20 01:54
179601-23-1
0.50
1
12/02/20 01:54
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
12/02/20 01:54 17060-07-0
12/02/20 01:54 460-00-4
12/02/20 01:54 2037-26-5
Page 11 of 45

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 1582291
Analysis Method: MADEP EPH
QC Batch Method: MA DEP/NJ DEP
Analysis Description: TPH
by Method MADEPE
Laboratory:
Pace
National - Mt.
Juliet
Associated Lab Samples: 92506730002
METHOD BLANK: R3597683-1
Matrix:
Water
Associated Lab Samples: 92506730002
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
Aliphatic (C09-C18)
ug/L
ND
100
11/25/20 15:09
Aliphatic (C19-C36)
ug/L
ND
100
11/25/20 15:09
1-Chloro-octadecane (S)
%
76.9
40.0-140
11/25/20 15:09
METHOD BLANK: R3597683-4
Matrix:
Water
Associated Lab Samples: 92506730002
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
Aromatic (C11-C22)
ug/L
ND
100
11/25/20 16:15
o-Terphenyl (S)
%
86.1
40.0-140
11/25/20 16:15
2-Fluorobiphenyl (S)
%
91
40.0-140
11/25/20 16:15
2-Bromonaphthalene (S)
%
86.9
40.0-140
11/25/20 16:15
LABORATORY CONTROL SAMPLE & LCSD:
R3597683-2
R3597683-3
Spike LCS LCSD
LCS LCSD
% Rec Max
Parameter
Units
Conc. Result Result
% Rec % Rec
Limits RPD RPD Qualifiers
Aliphatic (C09-C18)
ug/L
600
274 320
45.7 53.3
40.0-140 15.5 25
Aliphatic (C19-C36)
ug/L
800
420 488
52.5 61.0
40.0-140 15.0 25
1-Chloro-octadecane (S)
%
61.6 71.1
40.0-140
LABORATORY CONTROL SAMPLE & LCSD:
R3597683-5
R3597683-6
Spike
LCS LCSD
LCS
LCSD
% Rec Max
Parameter
Units Conc.
Result Result
% Rec
% Rec
Limits RPD RPD Qualifiers
Aromatic (C11-C22)
ug/L 1700
973 1180
57.2
69.4
40.0-140 19.2 25
o-Terphenyl (S)
%
55.0
68.1
40.0-140
2-Fluorobiphenyl (S)
%
73.9
88.9
40.0-140
2-Bromonaphthalene (S)
%
69.1
80.4
40.0-140
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
Page 12 of 45

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 1582696
Analysis Method: MADEP EPH
QC Batch Method: MA DEP/NJ DEP
Analysis Description: TPH
by Method MADEPE
Laboratory: Pace
National - Mt.
Juliet
Associated Lab Samples: 92506730001
METHOD BLANK: R3598341-1
Matrix: Solid
Associated Lab Samples: 92506730001
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Aliphatic (C09-C18)
mg/kg
ND 6.50
11/26/20 21:03
Aliphatic (C19-C36)
mg/kg
ND 6.50
11/26/20 21:03
Total Extractable Hydrocarbons
mg/kg
ND 6.50
11/26/20 21:03
1-Chloro-octadecane (S)
%
81 40.0-140
11/26/20 21:03
METHOD BLANK: R3598341-4
Matrix: Solid
Associated Lab Samples: 92506730001
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Aromatic (C11-C22)
mg/kg
ND 6.50
11/26/20 22:09
Total Extractable Hydrocarbons
mg/kg
ND 6.50
11/26/20 22:09
o-Terphenyl (S)
%
78 40.0-140
11/26/20 22:09
2-Fluorobiphenyl (S)
%
87.2 40.0-140
11/26/20 22:09
2-Bromonaphthalene (S)
%
74.6 40.0-140
11/26/20 22:09
LABORATORY CONTROL SAMPLE & LCSD:
R3598341-2 R3598341-3
Spike LCS LCSD
LCS LCSD
% Rec
Max
Parameter
Units
Conc. Result Result
% Rec % Rec
Limits RPD
RPD Qualifiers
Aliphatic (C09-C18)
mg/kg
39.9 26.8 25.2
67.2 63.2
40.0-140 6.15
25
Aliphatic (C19-C36)
mg/kg
53.2 38.0 38.3
71.4 72.0
40.0-140 0.786
25
1-Chloro-octadecane (S)
%
82.1 80.8
40.0-140
LABORATORY CONTROL SAMPLE & LCSD:
R3598341-5 R3598341-6
Spike LCS LCSD
LCS LCSD
% Rec
Max
Parameter
Units
Conc. Result Result
% Rec % Rec
Limits RPD
RPD Qualifiers
Aromatic (C11-C22)
mg/kg
113 77.7 94.7
68.8 83.8
40.0-140 19.7
25
o-Terphenyl (S)
%
67.9 79.9
40.0-140
2-Fluorobiphenyl (S)
%
72.0 87.4
40.0-140
2-Bromonaphthalene (S)
%
56.4 73.5
40.0-140
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
Page 13 of 45

leAnalyiical
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
R3598582-1
R3598582-2
MS
MSD
92506730001
Spike
Spike
MS MSD
MS
MSD % Rec
Parameter
Units
Result
Conc.
Conc.
Result Result
% Rec
% Rec Limits RPD Qual
Aliphatic (C09-C18)
mg/kg
2.88
43.6
43.6
20.5 26.8
40.3
54.8 40.0-140 26.9
Aliphatic (C19-C36)
mg/kg
4.11
58.2
58.2
34.4 43.4
52.0
67.6 40.0-140 23.3
1-Chloro-octadecane (S)
%
72.0
91.5 40.0-140
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: R3598582-4
R3598582-3
MS
MSD
92506730001 Spike
Spike
MS MSD
MS
MSD % Rec
Parameter
Units Result Conc.
Conc.
Result Result
% Rec
% Rec Limits RPD Qual
Aromatic (C11-C22)
mg/kg 3.75 124
124
79.9 78.1
61.6
60.2 40.0-140 2.22
o-Terphenyl (S)
%
71.1
70.7 40.0-140
2-Fluorobiphenyl (S)
%
67.7
67.9 40.0-140
2-Bromonaphthalene (S)
%
61.7
66.9 40.0-140
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
Page 14 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 1580669 Analysis Method: MADEP VPH
QC Batch Method: MADEPV Analysis Description: MADEPV
Laboratory: Pace National - Mt. Juliet
Associated Lab Samples: 92506730002
METHOD BLANK: R3597484-3
Matrix:
Water
Associated Lab Samples: 92506730002
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Aliphatic (C05-CO8)
ug/L
ND
100
11/23/20 01:15
Aliphatic (C09-C12)
ug/L
ND
100
11/23/20 01:15
Aromatic (C09-C10),Unadjusted
ug/L
ND
100
11/23/20 01:15
Total VPH
ug/L
ND
100
11/23/20 01:15
2,5-Dibromotoluene (FID)
%
82.1
70.0-130
11/23/20 01:15
2,5-Dibromotoluene (PID)
%
81.8
70.0-130
11/23/20 01:15
LABORATORY CONTROL SAMPLE & LCSD:
R3597484-1
R3597484-2
Spike
LCS
LCSD
LCS
LCSD
% Rec
Max
Parameter
Units
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qualifiers
Aliphatic (C05-CO8)
ug/L
1200
1050
1170
87.5
97.5
70.0-130
10.8
25
Aliphatic (C09-C12)
ug/L
1400
1400
1330
100
95.0
70.0-130
5.13
25
Aromatic (C09-C10),Unadjusted
ug/L
200
200
195
100
97.5
70.0-130
2.53
25
Total VPH
ug/L
2800
2650
2700
94.6
96.4
70.0-130
1.87
25
2,5-Dibromotoluene (FID)
%
86.5
86.0
70.0-130
2,5-Dibromotoluene (PID)
%
88.5
88.5
70.0-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
Page 15 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 1583779
Analysis Method:
MADEP VPH
QC Batch Method: MADEPV
Analysis Description:
MADEPV
Laboratory:
Pace
National - Mt. Juliet
Associated Lab Samples: 92506730001
METHOD BLANK: R3599155-3
Matrix: Solid
Associated Lab Samples: 92506730001
Blank Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Aliphatic (C05-CO8)
mg/kg
ND
5.00
11/29/20 12:32
Aliphatic (C09-C12)
mg/kg
ND
5.00
11/29/20 12:32
Aromatic (C09-C10),Unadjusted
mg/kg
ND
5.00
11/29/20 12:32
Total VPH
mg/kg
ND
5.00
11/29/20 12:32
2,5-Dibromotoluene (FID)
%
89.2
70.0-130
11/29/20 12:32
2,5-Dibromotoluene (PID)
%
83.6
70.0-130
11/29/20 12:32
LABORATORY CONTROL SAMPLE & LCSD:
R3599155-1 R3599155-2
Spike LCS
LCSD
LCS LCSD % Rec
Max
Parameter
Units
Conc. Result
Result
% Rec % Rec Limits
RPD RPD Qualifiers
Aliphatic (C05-CO8)
mg/kg
60.0 51.4
58.0
85.7 96.7 70.0-130
12.1
25
Aliphatic (C09-C12)
mg/kg
70.0 72.8
83.0
104 119 70.0-130
13.1
25
Aromatic (C09-C10),Unadjusted
mg/kg
10.0 10.4
11.7
104 117 70.0-130
11.8
25
Total VPH
mg/kg
140 135
153
96.4 109 70.0-130
12.5
25
2,5-Dibromotoluene (FID)
%
92.9 93.5 70.0-130
2,5-Dibromotoluene (PID)
%
90.4 90.8 70.0-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: R3599155-4
R3599155-5
MS MSD
92506730001
Spike Spike
MS
MSD MS MSD % Rec
Parameter
Units
Result
Conc. Conc.
Result
Result % Rec % Rec Limits
RPD Qual
Aliphatic (C05-CO8)
mg/kg
36.9
156 156
162
87.5 80.7
32.6 70.0-130
59.9 ML,R1
Aliphatic (C09-C12)
mg/kg
31.1
182 182
230
113 110
45.2 70.0-130
68.3 ML,R1
Aromatic (C09-
mg/kg
22.1
25.9 25.9
46.5
32.1 94.3
38.6 70.0-130
36.7 ML,R1
C10),Unadjusted
Total VPH
mg/kg
90.1
362 362
439
233 96.4
39.4 70.0-130
61.5 ML,R1
2,5-Dibromotoluene (FID)
%
98.5
94.5 70.0-130
2,5-Dibromotoluene (PID)
%
92.2
88.7 70.0-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
Page 16 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 583172
Analysis Method: EPA 6010D
QC Batch Method: EPA 3010A
Analysis Description: 6010 MET
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92506730002
METHOD BLANK: 3083580
Matrix: Water
Associated Lab Samples: 92506730002
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Chromium
ug/L
ND 5.0
12/02/20 01:14
Lead
ug/L
ND 5.0
12/02/20 01:14
LABORATORY CONTROL SAMPLE: 3083581
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
Chromium
ug/L
250 234
94 80-120
Lead
ug/L
250 262
105 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3083582 3083583
MS MSD
92506730002
Spike Spike MS
MSD MS MSD
% Rec
Parameter Units
Result
Conc. Conc. Result
Result % Rec % Rec
Limits RPD Qual
Chromium ug/L
11.0
250 250 260
257 100 98
75-125 1
Lead ug/L
ND
250 250 251
252 98 99
75-125 1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
Page 17 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 583642 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 6200E MSV
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92506730002
METHOD BLANK: 3085790
Associated Lab Samples: 92506730002
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
0.50
12/02/20 01:18
1,1,1-Trichloroethane
ug/L
ND
0.50
12/02/20 01:18
1,1,2,2-Tetrachloroethane
ug/L
ND
0.50
12/02/20 01:18
1,1,2-Trichloroethane
ug/L
ND
0.50
12/02/20 01:18
1,1-Dichloroethane
ug/L
ND
0.50
12/02/20 01:18
1,1-Dichloroethene
ug/L
ND
0.50
12/02/20 01:18
1,1-Dichloropropene
ug/L
ND
0.50
12/02/20 01:18
1,2,3-Trichlorobenzene
ug/L
ND
2.0
12/02/20 01:18
1,2,3-Trichloropropane
ug/L
ND
0.50
12/02/20 01:18
1,2,4-Trichlorobenzene
ug/L
ND
2.0
12/02/20 01:18
1,2,4-Trimethylbenzene
ug/L
ND
0.50
12/02/20 01:18
1,2-Dibromo-3-chloropropane
ug/L
ND
1.0
12/02/20 01:18
1,2-Dibromoethane (EDB)
ug/L
ND
0.50
12/02/20 01:18
1,2-Dichlorobenzene
ug/L
ND
0.50
12/02/20 01:18
1,2-Dichloroethane
ug/L
ND
0.50
12/02/20 01:18
1,2-Dichloropropane
ug/L
ND
0.50
12/02/20 01:18
1,3,5-Trimethylbenzene
ug/L
ND
0.50
12/02/20 01:18
1,3-Dichlorobenzene
ug/L
ND
0.50
12/02/20 01:18
1,3-Dichloropropane
ug/L
ND
0.50
12/02/20 01:18
1,4-Dichlorobenzene
ug/L
ND
0.50
12/02/20 01:18
2,2-Dichloropropane
ug/L
ND
0.50
12/02/20 01:18
2-Chlorotoluene
ug/L
ND
0.50
12/02/20 01:18
4-Chlorotoluene
ug/L
ND
0.50
12/02/20 01:18
Benzene
ug/L
ND
0.50
12/02/20 01:18
Bromobenzene
ug/L
ND
0.50
12/02/20 01:18
Bromochloromethane
ug/L
ND
0.50
12/02/20 01:18
Bromodichloromethane
ug/L
ND
0.50
12/02/20 01:18
Bromoform
ug/L
ND
0.50
12/02/20 01:18
Bromomethane
ug/L
ND
5.0
12/02/20 01:18
Carbon tetrachloride
ug/L
ND
0.50
12/02/20 01:18
Chlorobenzene
ug/L
ND
0.50
12/02/20 01:18
Chloroethane
ug/L
ND
1.0
12/02/20 01:18
Chloroform
ug/L
ND
0.50
12/02/20 01:18
Chloromethane
ug/L
ND
1.0
12/02/20 01:18
cis-1,2-Dichloroethene
ug/L
ND
0.50
12/02/20 01:18
cis-1,3-Dichloropropene
ug/L
ND
0.50
12/02/20 01:18
Dibromochloromethane
ug/L
ND
0.50
12/02/20 01:18
Dibromomethane
ug/L
ND
0.50
12/02/20 01:18
Dichlorodifluoromethane
ug/L
ND
0.50
12/02/20 01:18
Diisopropyl ether
ug/L
ND
0.50
12/02/20 01:18
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 18 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
METHOD BLANK: 3085790
Associated Lab Samples: 92506730002
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
Ethylbenzene
ug/L
ND
0.50
12/02/20 01:18
Hexachloro-1,3-butadiene
ug/L
ND
2.0
12/02/20 01:18
Isopropylbenzene (Cumene)
ug/L
ND
0.50
12/02/20 01:18
m&p-Xylene
ug/L
ND
1.0
12/02/20 01:18
Methyl-tert-butyl ether
ug/L
ND
0.50
12/02/20 01:18
Methylene Chloride
ug/L
ND
2.0
12/02/20 01:18
n-Butylbenzene
ug/L
ND
0.50
12/02/20 01:18
n-Propylbenzene
ug/L
ND
0.50
12/02/20 01:18
Naphthalene
ug/L
ND
2.0
12/02/20 01:18
o-Xylene
ug/L
ND
0.50
12/02/20 01:18
sec-Butylbenzene
ug/L
ND
0.50
12/02/20 01:18
Styrene
ug/L
ND
0.50
12/02/20 01:18
tert-Butyl benzene
ug/L
ND
0.50
12/02/20 01:18
Tetrachloroethene
ug/L
ND
0.50
12/02/20 01:18
Toluene
ug/L
ND
0.50
12/02/20 01:18
trans-1,2-Dichloroethene
ug/L
ND
0.50
12/02/20 01:18
trans- 1,3-Dichloropropene
ug/L
ND
0.50
12/02/20 01:18
Trichloroethene
ug/L
ND
0.50
12/02/20 01:18
Trichlorofluoromethane
ug/L
ND
1.0
12/02/20 01:18
Vinyl chloride
ug/L
ND
1.0
12/02/20 01:18
1,2-Dichloroethane-d4 (S)
%
95
70-130
12/02/20 01:18
4-Bromofluorobenzene (S)
%
95
70-130
12/02/20 01:18
Toluene-d8 (S)
%
99
70-130
12/02/20 01:18
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
3085791
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
47.8
96
60-140
1,1,1-Trichloroethane
ug/L
50
44.4
89
60-140
1,1,2,2-Tetrachloroethane
ug/L
50
48.7
97
60-140
1,1,2-Trichloroethane
ug/L
50
45.9
92
60-140
1,1-Dichloroethane
ug/L
50
46.9
94
60-140
1,1-Dichloroethene
ug/L
50
42.3
85
60-140
1,1-Dichloropropene
ug/L
50
47.8
96
60-140
1,2,3-Trichlorobenzene
ug/L
50
47.2
94
60-140
1,2,3-Trichloropropane
ug/L
50
45.9
92
60-140
1,2,4-Trichlorobenzene
ug/L
50
47.6
95
60-140
1,2,4-Trimethylbenzene
ug/L
50
44.7
89
60-140
1,2-Dibromo-3-chloropropane
ug/L
50
52.8
106
60-140
1,2-Dibromoethane (EDB)
ug/L
50
50.4
101
60-140
1,2-Dichlorobenzene
ug/L
50
47.5
95
60-140
1,2-Dichloroethane
ug/L
50
40.0
80
60-140
1,2-Dichloropropane
ug/L
50
48.2
96
60-140
1,3,5-Trimethylbenzene
ug/L
50
44.9
90
60-140
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 19 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
LABORATORY CONTROL SAMPLE:
Parameter
3085791
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,3-Dichlorobenzene
ug/L
50
46.8
94
60-140
1,3-Dichloropropane
ug/L
50
50.5
101
60-140
1,4-Dichlorobenzene
ug/L
50
46.7
93
60-140
2,2-Dichloropropane
ug/L
50
43.2
86
60-140
2-Chlorotoluene
ug/L
50
47.3
95
60-140
4-Chlorotoluene
ug/L
50
45.3
91
60-140
Benzene
ug/L
50
47.6
95
60-140
Bromobenzene
ug/L
50
46.3
93
60-140
Bromochloromethane
ug/L
50
48.3
97
60-140
Bromodichloromethane
ug/L
50
43.9
88
60-140
Bromoform
ug/L
50
46.4
93
60-140
Bromomethane
ug/L
50
48.7
97
60-140
Carbon tetrachloride
ug/L
50
42.3
85
60-140
Chlorobenzene
ug/L
50
47.5
95
60-140
Chloroethane
ug/L
50
40.6
81
60-140
Chloroform
ug/L
50
46.4
93
60-140
Chloromethane
ug/L
50
40.2
80
60-140
cis-1,2-Dichloroethene
ug/L
50
44.2
88
60-140
cis-1,3-Dichloropropene
ug/L
50
48.6
97
60-140
Dibromochloromethane
ug/L
50
51.9
104
60-140
Dibromomethane
ug/L
50
44.4
89
60-140
Dichlorodifluoromethane
ug/L
50
38.2
76
60-140
Diisopropyl ether
ug/L
50
45.9
92
60-140
Ethylbenzene
ug/L
50
46.6
93
60-140
Hexachloro-1,3-butadiene
ug/L
50
44.6
89
60-140
Isopropylbenzene (Cumene)
ug/L
50
47.7
95
60-140
m&p-Xylene
ug/L
100
92.6
93
60-140
Methyl-tert-butyl ether
ug/L
50
46.7
93
60-140
Methylene Chloride
ug/L
50
42.3
85
60-140
n-Butylbenzene
ug/L
50
46.4
93
60-140
n-Propylbenzene
ug/L
50
45.8
92
60-140
Naphthalene
ug/L
50
50.7
101
60-140
o-Xylene
ug/L
50
48.3
97
60-140
sec-Butylbenzene
ug/L
50
46.2
92
60-140
Styrene
ug/L
50
49.7
99
60-140
tert-Butyl benzene
ug/L
50
39.1
78
60-140
Tetrachloroethene
ug/L
50
45.4
91
60-140
Toluene
ug/L
50
45.1
90
60-140
trans-1,2-Dichloroethene
ug/L
50
46.2
92
60-140
trans- 1,3-Dichloropropene
ug/L
50
45.6
91
60-140
Trichloroethene
ug/L
50
45.8
92
60-140
Trichlorofluoromethane
ug/L
50
38.0
76
60-140
Vinyl chloride
ug/L
50
41.4
83
60-140
1,2-Dichloroethane-d4 (S)
%
90
70-130
4-Bromofluorobenzene (S)
%
98
70-130
Toluene-d8 (S)
%
100
70-130
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 20 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3085792 3085793
MS MSD
92508296008 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
20
20
18.8
18.7
94
93
60-140
0
1,1,1-Trichloroethane
ug/L
ND
20
20
18.7
18.4
94
92
60-140
2
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
19.7
18.7
99
94
60-140
5
1,1,2-Trichloroethane
ug/L
ND
20
20
18.8
17.7
94
89
60-140
6
1,1-Dichloroethane
ug/L
ND
20
20
19.9
19.0
100
95
60-140
5
1,1-Dichloroethene
ug/L
ND
20
20
19.2
18.5
96
92
60-140
4
1,1-Dichloropropene
ug/L
ND
20
20
20.5
20.0
102
100
60-140
2
1,2,3-Trichlorobenzene
ug/L
ND
20
20
20.6
18.6
103
93
60-140
10
1,2,3-Trichloropropane
ug/L
ND
20
20
18.7
18.0
93
90
60-140
4
1,2,4-Trichlorobenzene
ug/L
ND
20
20
19.5
18.3
97
92
60-140
6
1,2,4-Trimethylbenzene
ug/L
ND
20
20
18.1
18.0
90
90
60-140
1
1,2-Dibromo-3-chloropropane
ug/L
ND
20
20
20.5
18.6
103
93
60-140
10
1,2-Dibromoethane (EDB)
ug/L
ND
20
20
19.6
18.8
98
94
60-140
4
1,2-Dichlorobenzene
ug/L
ND
20
20
18.5
18.1
93
90
60-140
3
1,2-Dichloroethane
ug/L
ND
20
20
16.2
15.6
81
78
60-140
4
1,2-Dichloropropane
ug/L
ND
20
20
20.2
19.9
101
100
60-140
1
1,3,5-Trimethylbenzene
ug/L
ND
20
20
18.9
19.2
95
96
60-140
1
1,3-Dichlorobenzene
ug/L
ND
20
20
18.6
18.4
93
92
60-140
1
1,3-Dichloropropane
ug/L
ND
20
20
20.0
19.1
100
96
60-140
5
1,4-Dichlorobenzene
ug/L
ND
20
20
19.0
18.6
95
93
60-140
2
2,2-Dichloropropane
ug/L
ND
20
20
19.4
18.7
97
94
60-140
3
2-Chlorotoluene
ug/L
ND
20
20
19.8
19.7
99
99
60-140
0
4-Chlorotoluene
ug/L
ND
20
20
18.2
18.9
91
95
60-140
4
Benzene
ug/L
ND
20
20
19.5
19.1
98
96
60-140
2
Bromobenzene
ug/L
ND
20
20
19.3
19.2
97
96
60-140
1
Bromochloromethane
ug/L
ND
20
20
19.6
19.0
98
95
60-140
3
Bromodichloromethane
ug/L
ND
20
20
17.6
17.5
88
88
60-140
1
Bromoform
ug/L
ND
20
20
16.6
16.5
83
83
60-140
0
Bromomethane
ug/L
ND
20
20
21.2
20.0
106
100
60-140
6
Carbon tetrachloride
ug/L
ND
20
20
18.1
17.5
91
87
60-140
4
Chlorobenzene
ug/L
ND
20
20
19.0
19.0
95
95
60-140
0
Chloroethane
ug/L
ND
20
20
18.2
17.8
91
89
60-140
2
Chloroform
ug/L
0.43J
20
20
19.2
18.5
94
91
60-140
4
Chloromethane
ug/L
ND
20
20
18.5
17.6
93
88
60-140
5
cis-1,2-Dichloroethene
ug/L
ND
20
20
18.8
17.8
94
89
60-140
6
cis-1,3-Dichloropropene
ug/L
ND
20
20
19.6
18.9
98
94
60-140
4
Dibromochloromethane
ug/L
ND
20
20
19.1
19.0
96
95
60-140
1
Dibromomethane
ug/L
ND
20
20
18.1
18.0
91
90
60-140
1
Dichlorodifluoromethane
ug/L
ND
20
20
16.4
15.4
82
77
60-140
6
Diisopropyl ether
ug/L
ND
20
20
18.7
17.9
93
89
60-140
5
Ethylbenzene
ug/L
ND
20
20
19.0
18.8
95
94
60-140
1
Hexachloro-1,3-butadiene
ug/L
ND
20
20
20.9
19.4
104
97
60-140
7
Isopropylbenzene (Cumene)
ug/L
ND
20
20
19.2
19.0
96
95
60-140
1
m&p-Xylene
ug/L
ND
40
40
37.1
36.6
93
92
60-140
1
Methyl-tert-butyl ether
ug/L
ND
20
20
19.0
17.5
95
88
60-140
8
Methylene Chloride
ug/L
ND
20
20
17.6
16.9
88
84
60-140
4
Results presented on this page are in
the units indicated
by the "Units"
column
except where
an alternate unit
is presented to the right
of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 21 of 45

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
3085792
3085793
MS
MSD
92508296008
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
n-Butylbenzene
ug/L
ND
20
20
19.6
19.1
98
96
60-140
2
n-Propylbenzene
ug/L
ND
20
20
19.6
19.9
98
99
60-140
2
Naphthalene
ug/L
ND
20
20
21.2
18.7
106
94
60-140
12
o-Xylene
ug/L
ND
20
20
19.6
19.3
98
96
60-140
2
sec-Butylbenzene
ug/L
ND
20
20
19.8
19.7
99
98
60-140
1
Styrene
ug/L
ND
20
20
19.1
18.9
95
94
60-140
1
tert-Butyl benzene
ug/L
ND
20
20
16.8
16.9
84
85
60-140
1
Tetrachloroethene
ug/L
ND
20
20
19.1
18.3
95
92
60-140
4
Toluene
ug/L
ND
20
20
18.6
18.4
93
92
60-140
1
trans-1,2-Dichloroethene
ug/L
ND
20
20
19.6
18.9
98
94
60-140
4
trans- 1,3-Dichloropropene
ug/L
ND
20
20
18.1
17.7
90
89
60-140
2
Trichloroethene
ug/L
ND
20
20
18.9
18.7
94
94
60-140
1
Trichlorofluoromethane
ug/L
ND
20
20
17.7
17.2
89
86
60-140
3
Vinyl chloride
ug/L
ND
20
20
18.0
18.0
90
90
60-140
0
1,2-Dichloroethane-d4 (S)
%
97
88
70-130
4-Bromofluorobenzene (S)
%
96
96
70-130
Toluene-d8(S)
%
99
101
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 22 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 581330 Analysis Method: EPA 8260D
QC Batch Method: EPA 5035A/5030B Analysis Description: 8260D 5035A 5030E
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92506730001
METHOD BLANK: 3074812
Associated Lab Samples: 92506730001
Parameter
Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
1,1,1,2-Tetrachloroethane
ug/kg
ND
5.0
11/18/20 15:26
1,1,1-Trichloroethane
ug/kg
ND
5.0
11/18/20 15:26
1,1,2,2-Tetrachloroethane
ug/kg
ND
5.0
11/18/20 15:26
1,1,2-Trichloroethane
ug/kg
ND
5.0
11/18/20 15:26
1,1-Dichloroethane
ug/kg
ND
5.0
11/18/20 15:26
1,1-Dichloroethene
ug/kg
ND
5.0
11/18/20 15:26
1,1-Dichloropropene
ug/kg
ND
5.0
11/18/20 15:26
1,2,3-Trichlorobenzene
ug/kg
ND
5.0
11/18/20 15:26
1,2,3-Trichloropropane
ug/kg
ND
5.0
11/18/20 15:26
1,2,4-Trichlorobenzene
ug/kg
ND
5.0
11/18/20 15:26
1,2,4-Trimethylbenzene
ug/kg
ND
5.0
11/18/20 15:26
1,2-Dibromo-3-chloropropane
ug/kg
ND
5.0
11/18/20 15:26
1,2-Dibromoethane (EDB)
ug/kg
ND
5.0
11/18/20 15:26
1,2-Dichlorobenzene
ug/kg
ND
5.0
11/18/20 15:26
1,2-Dichloroethane
ug/kg
ND
5.0
11/18/20 15:26
1,2-Dichloropropane
ug/kg
ND
5.0
11/18/20 15:26
1,3,5-Trimethylbenzene
ug/kg
ND
5.0
11/18/20 15:26
1,3-Dichlorobenzene
ug/kg
ND
5.0
11/18/20 15:26
1,3-Dichloropropane
ug/kg
ND
5.0
11/18/20 15:26
1,4-Dichlorobenzene
ug/kg
ND
5.0
11/18/20 15:26
2,2-Dichloropropane
ug/kg
ND
5.0
11/18/20 15:26
2-Butanone (MEK)
ug/kg
ND
100
11/18/20 15:26
2-Chlorotoluene
ug/kg
ND
5.0
11/18/20 15:26
2-Hexanone
ug/kg
ND
50.0
11/18/20 15:26
4-Chlorotoluene
ug/kg
ND
5.0
11/18/20 15:26
4-Methyl-2-pentanone (MIBK)
ug/kg
ND
50.0
11/18/20 15:26
Acetone
ug/kg
ND
100
11/18/20 15:26
Benzene
ug/kg
ND
5.0
11/18/20 15:26
Bromobenzene
ug/kg
ND
5.0
11/18/20 15:26
Bromochloromethane
ug/kg
ND
5.0
11/18/20 15:26
Bromodichloromethane
ug/kg
ND
5.0
11/18/20 15:26
Bromoform
ug/kg
ND
5.0
11/18/20 15:26
Bromomethane
ug/kg
ND
10.0
11/18/20 15:26
Carbon tetrachloride
ug/kg
ND
5.0
11/18/20 15:26
Chlorobenzene
ug/kg
ND
5.0
11/18/20 15:26
Chloroethane
ug/kg
ND
10.0
11/18/20 15:26
Chloroform
ug/kg
ND
5.0
11/18/20 15:26
Chloromethane
ug/kg
ND
10.0
11/18/20 15:26
cis-1,2-Dichloroethene
ug/kg
ND
5.0
11/18/20 15:26
cis-1,3-Dichloropropene
ug/kg
ND
5.0
11/18/20 15:26
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 23 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
METHOD BLANK: 3074812
Associated Lab Samples: 92506730001
Parameter
Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
Dibromochloromethane
ug/kg
ND
5.0
11/18/20 15:26
Dibromomethane
ug/kg
ND
5.0
11/18/20 15:26
Dichlorodifluoromethane
ug/kg
ND
10.0
11/18/20 15:26
Diisopropyl ether
ug/kg
ND
5.0
11/18/20 15:26
Ethylbenzene
ug/kg
ND
5.0
11/18/20 15:26
Hexachloro-1,3-butadiene
ug/kg
ND
10.0
11/18/20 15:26
Isopropylbenzene (Cumene)
ug/kg
ND
5.0
11/18/20 15:26
m&p-Xylene
ug/kg
ND
10.0
11/18/20 15:26
Methyl-tert-butyl ether
ug/kg
ND
5.0
11/18/20 15:26
Methylene Chloride
ug/kg
ND
20.0
11/18/20 15:26
n-Butylbenzene
ug/kg
ND
5.0
11/18/20 15:26
n-Propylbenzene
ug/kg
ND
5.0
11/18/20 15:26
Naphthalene
ug/kg
ND
5.0
11/18/20 15:26
o-Xylene
ug/kg
ND
5.0
11/18/20 15:26
p-Isopropyltoluene
ug/kg
ND
5.0
11/18/20 15:26
sec-Butylbenzene
ug/kg
ND
5.0
11/18/20 15:26
Styrene
ug/kg
ND
5.0
11/18/20 15:26
tert-Butyl benzene
ug/kg
ND
5.0
11/18/20 15:26
Tetrachloroethene
ug/kg
ND
5.0
11/18/20 15:26
Toluene
ug/kg
ND
5.0
11/18/20 15:26
trans-1,2-Dichloroethene
ug/kg
ND
5.0
11/18/20 15:26
trans- 1,3-Dichloropropene
ug/kg
ND
5.0
11/18/20 15:26
Trichloroethene
ug/kg
ND
5.0
11/18/20 15:26
Trichlorofluoromethane
ug/kg
ND
5.0
11/18/20 15:26
Vinyl acetate
ug/kg
ND
50.0
11/18/20 15:26
Vinyl chloride
ug/kg
ND
10.0
11/18/20 15:26
Xylene (Total)
ug/kg
ND
10.0
11/18/20 15:26
1,2-Dichloroethane-d4 (S)
%
101
70-130
11/18/20 15:26
4-Bromofluorobenzene (S)
%
100
69-134
11/18/20 15:26
Toluene-d8 (S)
%
98
70-130
11/18/20 15:26
Qualifiers
LABORATORY CONTROL SAMPLE:
3074813
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/kg
1250
1150
92
70-130
1,1,1-Trichloroethane
ug/kg
1250
1090
87
70-130
1,1,2,2-Tetrachloroethane
ug/kg
1250
1090
88
70-130
1,1,2-Trichloroethane
ug/kg
1250
1160
93
70-130
1,1-Dichloroethane
ug/kg
1250
1050
84
70-130
1,1-Dichloroethene
ug/kg
1250
1070
86
70-130
1,1-Dichloropropene
ug/kg
1250
1040
83
70-130
1,2,3-Trichlorobenzene
ug/kg
1250
1200
96
65-130
1,2,3-Trichloropropane
ug/kg
1250
1130
90
70-130
1,2,4-Trichlorobenzene
ug/kg
1250
1230
99
68-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 24 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
LABORATORY CONTROL SAMPLE:
Parameter
3074813
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,2,4-Trimethylbenzene
ug/kg
1250
1070
85
70-130
1,2-Dibromo-3-chloropropane
ug/kg
1250
1240
100
70-130
1,2-Dibromoethane (EDB)
ug/kg
1250
1160
92
70-130
1,2-Dichlorobenzene
ug/kg
1250
1120
89
70-130
1,2-Dichloroethane
ug/kg
1250
1160
93
63-130
1,2-Dichloropropane
ug/kg
1250
1090
87
70-130
1,3,5-Trimethylbenzene
ug/kg
1250
1060
85
70-130
1,3-Dichlorobenzene
ug/kg
1250
1150
92
70-130
1,3-Dichloropropane
ug/kg
1250
1210
97
70-130
1,4-Dichlorobenzene
ug/kg
1250
1240
99
70-130
2,2-Dichloropropane
ug/kg
1250
1170
93
66-130
2-Butanone (MEK)
ug/kg
2500
2440
97
70-130
2-Chlorotoluene
ug/kg
1250
1220
98
70-130
2-Hexanone
ug/kg
2500
2510
100
70-130
4-Chlorotoluene
ug/kg
1250
1050
84
70-130
4-Methyl-2-pentanone (MIBK)
ug/kg
2500
2490
100
70-130
Acetone
ug/kg
2500
2830
113
69-130
Benzene
ug/kg
1250
1050
84
70-130
Bromobenzene
ug/kg
1250
1220
98
70-130
Bromochloromethane
ug/kg
1250
1180
95
70-130
Bromodichloromethane
ug/kg
1250
1130
90
69-130
Bromoform
ug/kg
1250
1270
102
70-130
Bromomethane
ug/kg
1250
1340
108
52-130
Carbon tetrachloride
ug/kg
1250
1200
96
70-130
Chlorobenzene
ug/kg
1250
1120
90
70-130
Chloroethane
ug/kg
1250
1250
100
65-130
Chloroform
ug/kg
1250
1040
83
70-130
Chloromethane
ug/kg
1250
1040
83
55-130
cis-1,2-Dichloroethene
ug/kg
1250
1030
82
70-130
cis-1,3-Dichloropropene
ug/kg
1250
1190
96
70-130
Dibromochloromethane
ug/kg
1250
1200
96
70-130
Dibromomethane
ug/kg
1250
1260
101
70-130
Dichlorodifluoromethane
ug/kg
1250
1050
84
45-156
Diisopropyl ether
ug/kg
1250
1130
90
70-130
Ethylbenzene
ug/kg
1250
1240
99
70-130
Hexachloro-1,3-butadiene
ug/kg
1250
1200
96
66-130
Isopropylbenzene(Cumene)
ug/kg
1250
1110
89
70-130
m&p-Xylene
ug/kg
2500
2180
87
70-130
Methyl-tert-butyl ether
ug/kg
1250
1080
86
70-130
Methylene Chloride
ug/kg
1250
1130
90
65-130
n-Butylbenzene
ug/kg
1250
1190
95
67-130
n-Propylbenzene
ug/kg
1250
1040
83
70-130
Naphthalene
ug/kg
1250
1250
100
70-130
o-Xylene
ug/kg
1250
1130
90
70-130
p-Isopropyltoluene
ug/kg
1250
1220
98
67-130
sec-Butylbenzene
ug/kg
1250
1030
83
69-130
Styrene
ug/kg
1250
1160
93
70-130
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 25 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
LABORATORY CONTROL SAMPLE:
3074813
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
tert-Butyl benzene
ug/kg
1250
1190
95
67-130
Tetrachloroethene
ug/kg
1250
1110
88
70-130
Toluene
ug/kg
1250
1090
88
70-130
trans-1,2-Dichloroethene
ug/kg
1250
1060
85
70-130
trans- 1,3-Dichloropropene
ug/kg
1250
1200
96
68-130
Trichloroethene
ug/kg
1250
1160
92
70-130
Trichlorofluoromethane
ug/kg
1250
1070
85
70-130
Vinyl acetate
ug/kg
2500
2490
100
70-130
Vinyl chloride
ug/kg
1250
1100
88
61-130
Xylene (Total)
ug/kg
3750
3310
88
70-130
1,2-Dichloroethane-d4 (S)
%
96
70-130
4-Bromofluorobenzene (S)
%
100
69-134
Toluene-d8 (S)
%
100
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3074814
3074815
MS
MSD
92505871003
Spike
Spike
MS
MSD
MS MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec % Rec
Limits
RPD Qual
1,1,1,2-Tetrachloroethane
ug/kg
ND
23500
23500
20300
17100
86
73
70-131
17
1,1,1-Trichloroethane
ug/kg
ND
23500
23500
20200
16700
86
71
65-133
19
1,1,2,2-Tetrachloroethane
ug/kg
ND
23500
23500
17900
15400
76
65
66-130
15 M1
1,1,2-Trichloroethane
ug/kg
ND
23500
23500
19600
17400
83
74
66-133
12
1,1-Dichloroethane
ug/kg
ND
23500
23500
19400
16100
82
68
65-130
18
1,1-Dichloroethene
ug/kg
ND
23500
23500
20200
16600
86
70
10-158
20
1,1-Dichloropropene
ug/kg
ND
23500
23500
18700
16000
79
68
68-133
15
1,2,3-Trichlorobenzene
ug/kg
ND
23500
23500
19200
17300
82
73
27-138
11
1,2,3-Trichloropropane
ug/kg
ND
23500
23500
18600
15000
79
64
67-130
21 M1
1,2,4-Trichlorobenzene
ug/kg
ND
23500
23500
20200
18000
86
77
51-134
11
1,2,4-Trimethylbenzene
ug/kg
67900
23500
23500
86100
84000
77
68
63-136
3
1,2-Dibromo-3-chloropropane
ug/kg
ND
23500
23500
18200
16000
77
68
32-130
13
1,2-Dibromoethane (EDB)
ug/kg
ND
23500
23500
19800
16500
84
70
70-130
18
1,2-Dichlorobenzene
ug/kg
ND
23500
23500
19400
16600
82
70
69-130
16
1,2-Dichloroethane
ug/kg
ND
23500
23500
20600
17400
88
74
59-130
17
1,2-Dichloropropane
ug/kg
ND
23500
23500
20000
16600
85
71
70-130
18
1,3,5-Trimethylbenzene
ug/kg
20500
23500
23500
37000
34400
70
59
65-137
7 M1
1,3-Dichlorobenzene
ug/kg
ND
23500
23500
19500
16600
83
70
70-130
16
1,3-Dichloropropane
ug/kg
ND
23500
23500
21400
17900
91
76
70-130
18
1,4-Dichlorobenzene
ug/kg
ND
23500
23500
22000
18600
93
79
68-130
16
2,2-Dichloropropane
ug/kg
ND
23500
23500
20800
17300
88
73
32-130
19
2-Butanone (MEK)
ug/kg
ND
47100
47100
41200
35700
87
76
10-136
14
2-Chlorotoluene
ug/kg
ND
23500
23500
23500
20600
100
88
69-141
13
2-Hexanone
ug/kg
ND
47100
47100
36900
32200
78
68
10-144
14
4-Chlorotoluene
ug/kg
ND
23500
23500
19000
16300
81
69
70-132
15 M1
4-Methyl-2-pentanone (MIBK)
ug/kg
ND
47100
47100
39500
33500
80
67
25-143
16
Acetone
ug/kg
ND
47100
47100
43200
38000
88
77
10-130
13
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 26 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
3074814
3074815
MS
MSD
92505871003
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Benzene
ug/kg
14200
23500
23500
33300
30300
81
68
67-130
9
Bromobenzene
ug/kg
ND
23500
23500
21600
18000
92
76
70-130
18
Bromochloromethane
ug/kg
ND
23500
23500
20900
17400
89
74
69-134
18
Bromodichloromethane
ug/kg
ND
23500
23500
19200
16500
82
70
64-130
15
Bromoform
ug/kg
ND
23500
23500
20000
16700
85
71
62-130
18
Bromomethane
ug/kg
ND
23500
23500
21600
18200
92
77
20-176
17
Carbon tetrachloride
ug/kg
ND
23500
23500
21600
17600
92
75
65-140
20
Chlorobenzene
ug/kg
ND
23500
23500
20300
17200
86
73
70-130
16
Chloroethane
ug/kg
ND
23500
23500
23300
19000
99
81
10-130
21
Chloroform
ug/kg
ND
23500
23500
19200
15600
82
66
63-130
21
Chloromethane
ug/kg
ND
23500
23500
20300
16700
86
71
58-130
19
cis-1,2-Dichloroethene
ug/kg
ND
23500
23500
18900
15800
80
67
66-130
18
cis-1,3-Dichloropropene
ug/kg
ND
23500
23500
20400
17400
87
74
67-130
16
Dibromochloromethane
ug/kg
ND
23500
23500
19800
16900
84
72
67-130
16
Dibromomethane
ug/kg
ND
23500
23500
22000
18200
94
77
63-131
19
Dichlorodifluoromethane
ug/kg
ND
23500
23500
19500
16000
83
68
44-180
20
Diisopropyl ether
ug/kg
317
23500
23500
20300
16800
85
70
63-130
19
Ethylbenzene
ug/kg
41900
23500
23500
65000
61800
98
84
66-130
5
Hexachloro-1,3-butadiene
ug/kg
ND
23500
23500
19600
18400
83
78
64-150
6
Isopropylbenzene(Cumene)
ug/kg
3310
23500
23500
23800
20600
87
74
69-135
14
m&p-Xylene
ug/kg
146000
47100
47100
185000
179000
83
71
60-133
3
Methyl-tert-butyl ether
ug/kg
ND
23500
23500
18700
15800
80
67
65-130
17
Methylene Chloride
ug/kg
ND
23500
23500
20400
17300
87
74
61-130
16
n-Butylbenzene
ug/kg
ND
23500
23500
24600
22700
105
96
65-140
8
n-Propylbenzene
ug/kg
10600
23500
23500
28400
25900
76
65
67-140
9 M1
Naphthalene
ug/kg
7030
23500
23500
26600
24500
83
74
15-145
8
o-Xylene
ug/kg
61200
23500
23500
81900
79100
88
76
66-133
4
p-Isopropyltoluene
ug/kg
2830
23500
23500
24500
21600
92
80
56-147
12
sec-Butylbenzene
ug/kg
ND
23500
23500
20100
17500
85
74
65-139
14
Styrene
ug/kg
ND
23500
23500
22300
19000
95
81
70-132
16
tert-Butyl benzene
ug/kg
ND
23500
23500
21600
18600
92
79
62-135
15
Tetrachloroethene
ug/kg
ND
23500
23500
19300
16600
82
71
70-135
15
Toluene
ug/kg
127000
23500
23500
148000
145000
89
78
67-130
2
trans-1,2-Dichloroethene
ug/kg
ND
23500
23500
19500
16300
83
69
69-130
18
trans- 1,3-Dichloropropene
ug/kg
ND
23500
23500
19900
16500
84
70
62-130
18
Trichloroethene
ug/kg
ND
23500
23500
21100
17800
90
75
70-135
17
Trichlorofluoromethane
ug/kg
ND
23500
23500
19500
16000
83
68
10-130
20
Vinyl acetate
ug/kg
ND
47100
47100
39600
33200
84
71
53-130
17
Vinyl chloride
ug/kg
ND
23500
23500
20800
17500
88
74
61-148
17
Xylene (Total)
ug/kg
207000
70600
70600
267000
258000
85
72
63-132
3
1,2-Dichloroethane-d4 (S)
%
99
99
70-130
4-Bromofluorobenzene (S)
%
102
101
69-134
Toluene-d8(S)
%
99
99
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 27 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 581440 Analysis Method: EPA 625.1
QC Batch Method: EPA 625.1 Analysis Description: 625 MSS
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92506730002
METHOD BLANK: 3075398
Associated Lab Samples: 92506730002
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
1,2,4-Trichlorobenzene
ug/L
ND
5.0
11/20/20 13:39
2,2'-Oxybis(1-chloropropane)
ug/L
ND
5.0
11/20/20 13:39
2,4,6-Trichlorophenol
ug/L
ND
10.0
11/20/20 13:39
2,4-Dichlorophenol
ug/L
ND
5.0
11/20/20 13:39
2,4-Dimethylphenol
ug/L
ND
10.0
11/20/20 13:39
2,4-Dinitrophenol
ug/L
ND
50.0
11/20/20 13:39
2,4-Dinitrotoluene
ug/L
ND
5.0
11/20/20 13:39
2,6-Dinitrotoluene
ug/L
ND
5.0
11/20/20 13:39
2-Chloronaphthalene
ug/L
ND
5.0
11/20/20 13:39
2-Chlorophenol
ug/L
ND
5.0
11/20/20 13:39
2-Nitrophenol
ug/L
ND
5.0
11/20/20 13:39
3,3'-Dichlorobenzidine
ug/L
ND
10.0
11/20/20 13:39
4,6-Dinitro-2-methyl phenol
ug/L
ND
10.0
11/20/20 13:39
4-Bromophenylphenyl ether
ug/L
ND
5.0
11/20/20 13:39
4-ChIoro-3-methyl phenol
ug/L
ND
5.0
11/20/20 13:39
4-Chlorophenylphenyl ether
ug/L
ND
5.0
11/20/20 13:39
4-Nitrophenol
ug/L
ND
10.0
11/20/20 13:39
Acenaphthene
ug/L
ND
5.0
11/20/20 13:39
Acenaphthylene
ug/L
ND
5.0
11/20/20 13:39
Anthracene
ug/L
ND
5.0
11/20/20 13:39
Benzo(a)anthracene
ug/L
ND
5.0
11/20/20 13:39
Benzo(a)pyrene
ug/L
ND
5.0
11/20/20 13:39
Benzo(b)fluoranthene
ug/L
ND
5.0
11/20/20 13:39
Benzo(g,h,i)perylene
ug/L
ND
5.0
11/20/20 13:39
Benzo(k)fluoranthene
ug/L
ND
5.0
11/20/20 13:39
bis(2-Chloroethoxy)methane
ug/L
ND
10.0
11/20/20 13:39
bis(2-Chloroethyl) ether
ug/L
ND
5.0
11/20/20 13:39
bis(2-Ethylhexyl)phthalate
ug/L
ND
5.0
11/20/20 13:39
Butylbenzylphthalate
ug/L
ND
5.0
11/20/20 13:39
Chrysene
ug/L
ND
5.0
11/20/20 13:39
Di-n-butylphthalate
ug/L
ND
5.0
11/20/20 13:39
Di-n-octylphthalate
ug/L
ND
5.0
11/20/20 13:39
Dibenz(a,h)anthracene
ug/L
ND
5.0
11/20/20 13:39
Diethylphthalate
ug/L
ND
5.0
11/20/20 13:39
Dimethylphthalate
ug/L
ND
5.0
11/20/20 13:39
Fluoranthene
ug/L
ND
5.0
11/20/20 13:39
Fluorene
ug/L
ND
5.0
11/20/20 13:39
Hexachloro-1,3-butadiene
ug/L
ND
5.0
11/20/20 13:39
Hexachlorobenzene
ug/L
ND
5.0
11/20/20 13:39
Hexachlorocyclopentadiene
ug/L
ND
10.0
11/20/20 13:39
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 28 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
METHOD BLANK: 3075398
Associated Lab Samples: 92506730002
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
Hexachloroethane
ug/L
ND
5.0
11/20/20 13:39
Indeno(1,2,3-cd)pyrene
ug/L
ND
5.0
11/20/20 13:39
Isophorone
ug/L
ND
10.0
11/20/20 13:39
N-Nitroso-di-n-propylamine
ug/L
ND
5.0
11/20/20 13:39
N-Nitrosodimethylamine
ug/L
ND
5.0
11/20/20 13:39
N-Nitrosodiphenylamine
ug/L
ND
10.0
11/20/20 13:39
Naphthalene
ug/L
ND
5.0
11/20/20 13:39
Nitrobenzene
ug/L
ND
5.0
11/20/20 13:39
Pentachlorophenol
ug/L
ND
10.0
11/20/20 13:39
Phenanthrene
ug/L
ND
5.0
11/20/20 13:39
Phenol
ug/L
ND
5.0
11/20/20 13:39
Pyrene
ug/L
ND
5.0
11/20/20 13:39
2,4,6-Tribromophenol (S)
%
80
10-137
11/20/20 13:39
2-Fluorobiphenyl (S)
%
63
15-120
11/20/20 13:39
2-Fluorophenol(S)
%
55
10-120
11/20/20 13:39
Nitrobenzene-d5 (S)
%
80
10-120
11/20/20 13:39
Phenol-d6 (S)
%
42
10-120
11/20/20 13:39
Terphenyl-d14 (S)
%
127
11-131
11/20/20 13:39
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
3075399
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,2,4-Trichlorobenzene
ug/L
50
23.4
47
44-142
2,2'-Oxybis(1-chloropropane)
ug/L
50
40.2
80
36-166
2,4,6-Trichlorophenol
ug/L
50
46.8
94
37-144
2,4-Dichlorophenol
ug/L
50
45.7
91
1-191
2,4-Dimethylphenol
ug/L
50
47.6
95
32-119
2,4-Dinitrophenol
ug/L
250
182
73
1-181
2,4-Dinitrotoluene
ug/L
50
50.2
100
39-139
2,6-Dinitrotoluene
ug/L
50
50.7
101
50-158
2-Chloronaphthalene
ug/L
50
38.0
76
60-118
2-Chlorophenol
ug/L
50
43.7
87
23-134
2-Nitrophenol
ug/L
50
54.6
109
29-182
3,3'-Dichlorobenzidine
ug/L
100
87.0
87
1-262
4,6-Dinitro-2-methyl phenol
ug/L
100
89.1
89
1-181
4-Bromophenylphenyl ether
ug/L
50
46.3
93
53-127
4-Chloro-3-methylphenol
ug/L
100
91.3
91
22-147
4-Chlorophenylphenyl ether
ug/L
50
47.0
94
25-158
4-Nitrophenol
ug/L
250
126
50
1-132
Acenaphthene
ug/L
50
41.8
84
47-145
Acenaphthylene
ug/L
50
41.9
84
33-145
Anthracene
ug/L
50
42.8
86
1-166
Benzo(a)anthracene
ug/L
50
44.4
89
33-143
Benzo(a)pyrene
ug/L
50
47.2
94
17-163
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 29 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
LABORATORY CONTROL SAMPLE:
Parameter
3075399
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Benzo(b)fluoranthene
ug/L
50
48.7
97
24-159
Benzo(g,h,i)perylene
ug/L
50
48.6
97
1-219
Benzo(k)fluoranthene
ug/L
50
48.0
96
11-162
bis(2-Chloroethoxy)methane
ug/L
50
47.5
95
33-184
bis(2-Chloroethyl) ether
ug/L
50
50.5
101
12-158
bis(2-Ethylhexyl)phthalate
ug/L
50
49.8
100
8-158
Butylbenzylphthalate
ug/L
50
51.8
104
1-152
Chrysene
ug/L
50
44.5
89
17-168
Di-n-butylphthalate
ug/L
50
48.5
97
1-118
Di-n-octylphthalate
ug/L
50
45.1
90
4-146
Dibenz(a,h)anthracene
ug/L
50
46.6
93
1-227
Diethylphthalate
ug/L
50
48.9
98
1-114
Dimethylphthalate
ug/L
50
47.5
95
1-112
Fluoranthene
ug/L
50
45.7
91
26-137
Fluorene
ug/L
50
45.5
91
59-121
Hexachloro-1,3-butadiene
ug/L
50
15.6
31
24-116
Hexachlorobenzene
ug/L
50
46.0
92
1-152
Hexachlorocyclopentadiene
ug/L
50
22.9
46
25-150
Hexachloroethane
ug/L
50
13.6
27
40-113 L2
Indeno(1,2,3-cd)pyrene
ug/L
50
48.0
96
1-171
Isophorone
ug/L
50
48.4
97
21-196
N-Nitroso-di-n-propylamine
ug/L
50
52.5
105
1-230
N-Nitrosodimethylamine
ug/L
50
41.3
83
25-150
N-Nitrosodiphenylamine
ug/L
50
49.1
98
25-150
Naphthalene
ug/L
50
31.1
62
21-133
Nitrobenzene
ug/L
50
46.5
93
35-180
Pentachlorophenol
ug/L
100
104
104
14-176
Phenanthrene
ug/L
50
48.2
96
54-120
Phenol
ug/L
50
27.0
54
5-112
Pyrene
ug/L
50
47.8
96
52-115
2,4,6-Tribromophenol (S)
%
115
10-137
2-Fluorobiphenyl (S)
%
72
15-120
2-Fluorophenol(S)
%
66
10-120
Nitrobenzene-d5 (S)
%
92
10-120
Phenol-d6 (S)
%
50
10-120
Terphenyl-d14 (S)
%
95
11-131
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
3075402
3075403
MS
MSD
92506535002 Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1,2,4-Trichlorobenzene
ug/L
ND 50
50
10.8
12.1
22
24
44-142
11 M1
2,2'-Oxybis(1-chloropropane)
ug/L
ND 50
50
22.6
21.5
45
43
36-166
5
2,4,6-Trichlorophenol
ug/L
ND 50
50
28.9
30.3
58
61
37-144
5
2,4-Dichlorophenol
ug/L
ND 50
50
31.5
30.5
63
61
1-191
3
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
Page 30 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
3075402
3075403
MS
MSD
92506535002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits RPD Qual
2,4-Dimethylphenol
ug/L
ND
50
50
29.4
18.6
59
37
32-119
45 R1
2,4-Dinitrophenol
ug/L
ND
250
250
158
186
63
74
1-181
16
2,4-Dinitrotoluene
ug/L
ND
50
50
33.6
39.1
67
78
39-139
15
2,6-Dinitrotoluene
ug/L
ND
50
50
33.8
37.4
68
75
50-158
10
2-Chloronaphthalene
ug/L
ND
50
50
23.8
23.4
48
47
60-118
2 M1
2-Chlorophenol
ug/L
ND
50
50
27.4
26.3
55
53
23-134
4
2-Nitrophenol
ug/L
ND
50
50
32.5
35.8
65
72
29-182
10
3,3'-Dichlorobenzidine
ug/L
ND
100
100
22.5
24.3
23
24
1-262
8
4,6-Dinitro-2-methyl phenol
ug/L
ND
100
100
63.0
72.8
63
73
1-181
14
4-Bromophenylphenyl ether
ug/L
ND
50
50
30.2
32.7
60
65
53-127
8
4-Chloro-3-methylphenol
ug/L
ND
100
100
58.5
58.3
58
58
22-147
0
4-Chlorophenylphenyl ether
ug/L
ND
50
50
29.5
31.0
59
62
25-158
5
4-Nitrophenol
ug/L
ND
250
250
97.9
122
39
49
1-132
22
Acenaphthene
ug/L
ND
50
50
26.6
27.7
53
55
47-145
4
Acenaphthylene
ug/L
ND
50
50
25.6
25.6
51
51
33-145
0
Anthracene
ug/L
ND
50
50
28.3
31.2
57
62
1-166
10
Benzo(a)anthracene
ug/L
ND
50
50
36.0
39.9
72
80
33-143
10
Benzo(a)pyrene
ug/L
ND
50
50
36.8
43.2
74
86
17-163
16
Benzo(b)fluoranthene
ug/L
ND
50
50
35.5
42.9
71
86
24-159
19
Benzo(g,h,i)perylene
ug/L
ND
50
50
34.3
41.4
69
83
1-219
19
Benzo(k)fluoranthene
ug/L
ND
50
50
36.9
44.6
74
89
11-162
19
bis(2-Chloroethoxy)methane
ug/L
ND
50
50
31.4
29.9
63
60
33-184
5
bis(2-Chloroethyl) ether
ug/L
ND
50
50
30.9
30.2
62
60
12-158
2
bis(2-Ethylhexyl)phthalate
ug/L
ND
50
50
40.1
44.8
80
90
8-158
11
Butylbenzylphthalate
ug/L
ND
50
50
41.9
49.1
84
98
1-152
16
Chrysene
ug/L
ND
50
50
36.8
41.7
74
83
17-168
13
Di-n-butylphthalate
ug/L
ND
50
50
35.8
43.0
72
86
1-118
18
Di-n-octylphthalate
ug/L
ND
50
50
37.4
41.8
75
84
4-146
11
Dibenz(a,h)anthracene
ug/L
ND
50
50
34.6
40.9
69
82
1-227
17
Diethylphthalate
ug/L
ND
50
50
32.0
36.2
64
72
1-114
12
Dimethylphthalate
ug/L
ND
50
50
29.5
33.5
59
67
1-112
12
Fluoranthene
ug/L
ND
50
50
34.4
41.4
69
83
26-137
18
Fluorene
ug/L
ND
50
50
28.5
31.1
57
62
59-121
9 M1
Hexachloro-1,3-butadiene
ug/L
ND
50
50
5.2
7.7
10
15
24-116
39 M1,R1
Hexachlorobenzene
ug/L
ND
50
50
31.8
34.8
64
70
1-152
9
Hexachlorocyclopentadiene
ug/L
ND
50
50
10.6
11.0
21
22
25-150
3 M1
Hexachloroethane
ug/L
ND
50
50
ND
5.7
0
11
40-113
MO
Indeno(1,2,3-cd)pyrene
ug/L
ND
50
50
34.9
42.9
70
86
1-171
21
Isophorone
ug/L
ND
50
50
29.5
29.1
59
58
21-196
1
N-Nitroso-di-n-propylamine
ug/L
ND
50
50
30.2
28.8
60
58
1-230
5
N-Nitrosodimethylamine
ug/L
ND
50
50
26.2
25.5
52
51
25-150
3
N-Nitrosodiphenylamine
ug/L
ND
50
50
31.3
34.1
63
68
25-150
8
Naphthalene
ug/L
ND
50
50
15.2
16.3
30
33
21-133
7
Nitrobenzene
ug/L
ND
50
50
30.2
30.4
60
61
35-180
1
Pentachlorophenol
ug/L
ND
100
100
74.6
84.8
75
85
14-176
13
Phenanthrene
ug/L
ND
50
50
31.8
36.1
64
72
54-120
13
Results presented on this page are in
the units indicated by the
"Units" column except where
an alternate unit is presented
to the right
of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 31 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
3075402
3075403
MS
MSD
92506535002 Spike
Spike MS
MSD
MS
MSD
% Rec
Parameter
Units
Result Conc.
Conc. Result
Result
% Rec
% Rec
Limits RPD Qual
Phenol
ug/L
ND 50
50 17.4
16.8
35
34
5-112 3
Pyrene
ug/L
ND 50
50 38.3
43.9
77
88
52-115 14
2,4,6-Tribromophenol (S)
%
75
85
10-137
2-Fluorobiphenyl (S)
%
37
47
15-120
2-Fluorophenol(S)
%
41
43
10-120
Nitrobenzene-d5(S)
%
57
60
10-120
Phenol-d6 (S)
%
33
33
10-120
Terphenyl-d14 (S)
%
76
93
11-131
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 32 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 582246 Analysis Method: EPA 8270E
QC Batch Method: EPA 3546 Analysis Description: 8270E Solid MSSV Microwave
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92506730001
METHOD BLANK: 3079145
Associated Lab Samples: 92506730001
Parameter
Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
1,2,4-Trichlorobenzene
ug/kg
ND
336
11/23/20 19:52
1,2-Dichlorobenzene
ug/kg
ND
336
11/23/20 19:52
1,3-Dichlorobenzene
ug/kg
ND
336
11/23/20 19:52
1,4-Dichlorobenzene
ug/kg
ND
336
11/23/20 19:52
1-Methylnaphthalene
ug/kg
ND
336
11/23/20 19:52
2,2'-Oxybis(1-chloropropane)
ug/kg
ND
336
11/23/20 19:52
2,4,5-Trichlorophenol
ug/kg
ND
336
11/23/20 19:52
2,4,6-Trichlorophenol
ug/kg
ND
336
11/23/20 19:52
2,4-Dichlorophenol
ug/kg
ND
336
11/23/20 19:52
2,4-Dimethylphenol
ug/kg
ND
336
11/23/20 19:52
2,4-Dinitrophenol
ug/kg
ND
1680
11/23/20 19:52
2,4-Dinitrotoluene
ug/kg
ND
336
11/23/20 19:52
2,6-Dinitrotoluene
ug/kg
ND
336
11/23/20 19:52
2-Chloronaphthalene
ug/kg
ND
336
11/23/20 19:52
2-Chlorophenol
ug/kg
ND
336
11/23/20 19:52
2-Methylnaphthalene
ug/kg
ND
336
11/23/20 19:52
2-Methylphenol(o-Cresol)
ug/kg
ND
336
11/23/20 19:52
2-Nitroaniline
ug/kg
ND
1680
11/23/20 19:52
2-Nitrophenol
ug/kg
ND
336
11/23/20 19:52
3&4-Methyl phenol (m&p Cresol)
ug/kg
ND
336
11/23/20 19:52
3,3'-Dichlorobenzidine
ug/kg
ND
671
11/23/20 19:52
3-Nitroaniline
ug/kg
ND
1680
11/23/20 19:52
4,6-Dinitro-2-methyl phenol
ug/kg
ND
671
11/23/20 19:52
4-Bromophenylphenyl ether
ug/kg
ND
336
11/23/20 19:52
4-ChIoro-3-methyl phenol
ug/kg
ND
671
11/23/20 19:52
4-Chloroaniline
ug/kg
ND
671
11/23/20 19:52
4-Chlorophenylphenyl ether
ug/kg
ND
336
11/23/20 19:52
4-Nitroaniline
ug/kg
ND
671
11/23/20 19:52
4-Nitrophenol
ug/kg
ND
1680
11/23/20 19:52
Acenaphthene
ug/kg
ND
336
11/23/20 19:52
Acenaphthylene
ug/kg
ND
336
11/23/20 19:52
Aniline
ug/kg
ND
336
11/23/20 19:52
Anthracene
ug/kg
ND
336
11/23/20 19:52
Benzo(a)anthracene
ug/kg
ND
336
11/23/20 19:52
Benzo(a)pyrene
ug/kg
ND
336
11/23/20 19:52
Benzo(b)fluoranthene
ug/kg
ND
336
11/23/20 19:52
Benzo(g,h,i)perylene
ug/kg
ND
336
11/23/20 19:52
Benzo(k)fluoranthene
ug/kg
ND
336
11/23/20 19:52
Benzoic Acid
ug/kg
ND
1680
11/23/20 19:52
Benzyl alcohol
ug/kg
ND
671
11/23/20 19:52
IL
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 33 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
METHOD BLANK: 3079145
Associated Lab Samples: 92506730001
Parameter
Units
Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
bis(2-Chloroethoxy)methane
ug/kg
ND
336
11/23/20 19:52
bis(2-Chloroethyl) ether
ug/kg
ND
336
11/23/20 19:52
bis(2-Ethylhexyl)phthalate
ug/kg
ND
336
11/23/20 19:52
Butylbenzylphthalate
ug/kg
ND
336
11/23/20 19:52
Chrysene
ug/kg
ND
336
11/23/20 19:52
Di-n-butylphthalate
ug/kg
ND
336
11/23/20 19:52
Di-n-octylphthalate
ug/kg
ND
336
11/23/20 19:52
Dibenz(a,h)anthracene
ug/kg
ND
336
11/23/20 19:52
Dibenzofuran
ug/kg
ND
336
11/23/20 19:52
Diethylphthalate
ug/kg
ND
336
11/23/20 19:52
Dimethylphthalate
ug/kg
ND
336
11/23/20 19:52
Fluoranthene
ug/kg
ND
336
11/23/20 19:52
Fluorene
ug/kg
ND
336
11/23/20 19:52
Hexachloro-1,3-butadiene
ug/kg
ND
336
11/23/20 19:52
Hexachlorobenzene
ug/kg
ND
336
11/23/20 19:52
Hexachlorocyclopentadiene
ug/kg
ND
336
11/23/20 19:52
Hexachloroethane
ug/kg
ND
336
11/23/20 19:52
Indeno(1,2,3-cd)pyrene
ug/kg
ND
336
11/23/20 19:52
Isophorone
ug/kg
ND
336
11/23/20 19:52
N-Nitroso-di-n-propylamine
ug/kg
ND
336
11/23/20 19:52
N-Nitrosodimethylamine
ug/kg
ND
336
11/23/20 19:52
N-Nitrosodiphenylamine
ug/kg
ND
336
11/23/20 19:52
Naphthalene
ug/kg
ND
336
11/23/20 19:52
Nitrobenzene
ug/kg
ND
336
11/23/20 19:52
Pentachlorophenol
ug/kg
ND
671
11/23/20 19:52
Phenanthrene
ug/kg
ND
336
11/23/20 19:52
Phenol
ug/kg
ND
336
11/23/20 19:52
Pyrene
ug/kg
ND
336
11/23/20 19:52
Pyridine
ug/kg
ND
336
11/23/20 19:52
2,4,6-Tribromophenol (S)
%
78
18-130
11/23/20 19:52
2-Fluorobiphenyl (S)
%
75
19-130
11/23/20 19:52
2-Fluorophenol(S)
%
68
18-130
11/23/20 19:52
Nitrobenzene-d5 (S)
%
71
21-130
11/23/20 19:52
Phenol-d6 (S)
%
70
18-130
11/23/20 19:52
Terphenyl-d14 (S)
%
93
15-130
11/23/20 19:52
Qualifiers
LABORATORY CONTROL SAMPLE:
3079146
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
1,2,4-Trichlorobenzene
ug/kg
17
15.2
89
47-130
1,2-Dichlorobenzene
ug/kg
17
13.8
81
49-130
1,3-Dichlorobenzene
ug/kg
17
14.1
83
48-130
1,4-Dichlorobenzene
ug/kg
17
14.2
83
49-130
1-Methylnaphthalene
ug/kg
17
13.8
81
54-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 34 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
LABORATORY CONTROL SAMPLE:
Parameter
3079146
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
2,2'-Oxybis(1-chloropropane)
ug/kg
17
12.7
74
38-130
2,4,5-Trichlorophenol
ug/kg
17
15.8
93
49-130
2,4,6-Trichlorophenol
ug/kg
17
15.5
91
50-130
2,4-Dichlorophenol
ug/kg
17
15.3
90
51-130
2,4-Dimethylphenol
ug/kg
17
14.8
87
53-130
2,4-Dinitrophenol
ug/kg
85.1
83.7
98
39-130
2,4-Dinitrotoluene
ug/kg
17
16.7
98
53-130
2,6-Dinitrotoluene
ug/kg
17
16.5
97
55-130
2-Chloronaphthalene
ug/kg
17
14.6
86
48-130
2-Chlorophenol
ug/kg
17
14.6
86
54-130
2-Methylnaphthalene
ug/kg
17
13.9
82
57-130
2-Methylphenol(o-Cresol)
ug/kg
17
14.0
82
50-130
2-Nitroaniline
ug/kg
34
30.1
89
49-130
2-Nitrophenol
ug/kg
17
15.8
93
50-130
3&4-Methyl phenol (m&p Cresol)
ug/kg
17
13.9
82
50-130
3,3'-Dichlorobenzidine
ug/kg
34
27.3
80
47-130
3-Nitroaniline
ug/kg
34
27.0
79
45-130IL
4,6-Dinitro-2-methyl phenol
ug/kg
34
35.5
104
50-142
4-Bromophenylphenyl ether
ug/kg
17
15.6
92
55-130
4-ChIoro-3-methyl phenol
ug/kg
34
29.1
86
52-130
4-Chloroaniline
ug/kg
34
28.2
83
49-130
4-Chlorophenylphenyl ether
ug/kg
17
15.4
91
53-130
4-Nitroaniline
ug/kg
34
31.0
91
51-130
4-Nitrophenol
ug/kg
85.1
76.4
90
40-130
Acenaphthene
ug/kg
17
14.2
83
56-130
Acenaphthylene
ug/kg
17
14.2
84
58-130
Aniline
ug/kg
17
12.2
72
44-130
Anthracene
ug/kg
17
13.5
80
60-130
Benzo(a)anthracene
ug/kg
17
15.6
91
59-130
Benzo(a)pyrene
ug/kg
17
16.4
96
57-130
Benzo(b)fluoranthene
ug/kg
17
16.3
96
54-130
Benzo(g,h,i)perylene
ug/kg
17
16.2
95
59-130
Benzo(k)fluoranthene
ug/kg
17
16.8
99
54-130
Benzoic Acid
ug/kg
85.1
52.7
62
19-130
Benzyl alcohol
ug/kg
34
26.9
79
50-130
bis(2-Chloroethoxy)methane
ug/kg
17
14.8
87
55-130
bis(2-Chloroethyl) ether
ug/kg
17
14.7
86
53-130
bis(2-Ethylhexyl)phthalate
ug/kg
17
15.2
89
58-130
Butylbenzylphthalate
ug/kg
17
15.2
89
46-138
Chrysene
ug/kg
17
15.8
93
57-130
Di-n-butylphthalate
ug/kg
17
15.1
89
57-130
Di-n-octylphthalate
ug/kg
17
15.1
89
57-130
Dibenz(a,h)anthracene
ug/kg
17
16.1
95
60-130
Dibenzofuran
ug/kg
17
14.9
88
54-130
Diethylphthalate
ug/kg
17
15.0
88
55-130
Dimethylphthalate
ug/kg
17
15.1
89
57-130
Fluoranthene
ug/kg
17
15.5
91
57-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 35 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
LABORATORY CONTROL SAMPLE:
3079146
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
Fluorene
ug/kg
17
14.6
86
56-130
Hexachloro-1,3-butadiene
ug/kg
17
15.0
88
41-130
Hexachlorobenzene
ug/kg
17
16.1
95
53-130
Hexachlorocyclopentadiene
ug/kg
17
12.7
75
23-130
Hexachloroethane
ug/kg
17
13.8
81
48-130
Indeno(1,2,3-cd)pyrene
ug/kg
17
16.4
96
61-130
Isophorone
ug/kg
17
13.7
81
49-130
N-Nitroso-di-n-propylamine
ug/kg
17
13.0
76
52-130
N-Nitrosodimethylamine
ug/kg
17
13.5
79
45-130
N-Nitrosodiphenylamine
ug/kg
17
15.0
88
56-130
Naphthalene
ug/kg
17
14.0
82
56-130
Nitrobenzene
ug/kg
17
14.4
85
50-130
Pentachlorophenol
ug/kg
34
34.9
103
33-130
Phenanthrene
ug/kg
17
15.1
89
60-130
Phenol
ug/kg
17
14.1
83
54-130
Pyrene
ug/kg
17
15.6
92
61-130
Pyridine
ug/kg
17
11.7
69
35-130
2,4,6-Tribromophenol (S)
%
101
18-130
2-Fluorobiphenyl (S)
%
86
19-130
2-Fluorophenol (S)
%
85
18-130
Nitrobenzene-d5(S)
%
84
21-130
Phenol-d6 (S)
%
84
18-130
Terphenyl-d14 (S)
%
96
15-130
MATRIX SPIKE SAMPLE:
3079147
92506730001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
1,2,4-Trichlorobenzene
ug/kg
ND
2030
1390
69
22-130
1,2-Dichlorobenzene
ug/kg
ND
2030
1360
67
23-130
1,3-Dichlorobenzene
ug/kg
ND
2030
1350
67
26-130
1,4-Dichlorobenzene
ug/kg
ND
2030
1380
68
27-130
1-Methylnaphthalene
ug/kg
ND
2030
1380
68
30-130
2,2'-Oxybis(1-chloropropane)
ug/kg
ND
2030
1330
65
30-130
2,4,5-Trichlorophenol
ug/kg
ND
2030
1610
80
26-130
2,4,6-Trichlorophenol
ug/kg
ND
2030
1510
75
23-130
2,4-Dichlorophenol
ug/kg
ND
2030
1520
75
29-130
2,4-Dimethylphenol
ug/kg
ND
2030
1500
74
13-130
2,4-Dinitrophenol
ug/kg
ND
10200
4770
47
10-131
2,4-Dinitrotoluene
ug/kg
ND
2030
1640
81
28-130
2,6-Dinitrotoluene
ug/kg
ND
2030
1630
80
36-130
2-Chloronaphthalene
ug/kg
ND
2030
1450
71
27-130
2-Chlorophenol
ug/kg
ND
2030
1440
71
29-130
2-Methylnaphthalene
ug/kg
ND
2030
1400
69
29-130
2-Methylphenol(o-Cresol)
ug/kg
ND
2030
1490
73
20-130
2-Nitroaniline
ug/kg
ND
4060
3030
75
29-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 36 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
MATRIX SPIKE SAMPLE:
3079147
92506730001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
2-Nitrophenol
ug/kg
ND
2030
1480
73
26-130
3&4-Methyl phenol (m&p Cresol)
ug/kg
ND
2030
1510
74
10-176
3,3'-Dichlorobenzidine
ug/kg
ND
4060
3070
76
15-130IL
3-Nitroaniline
ug/kg
ND
4060
3260
80
28-130
4,6-Dinitro-2-methyl phenol
ug/kg
ND
4060
2620
65
15-132
4-Bromophenylphenyl ether
ug/kg
ND
2030
1410
69
35-130
4-Chloro-3-methylphenol
ug/kg
ND
4060
3190
79
30-130
4-Chloroaniline
ug/kg
ND
4060
2910
72
28-130
4-Chlorophenylphenyl ether
ug/kg
ND
2030
1450
71
32-130
4-Nitroaniline
ug/kg
ND
4060
3320
82
30-130
4-Nitrophenol
ug/kg
ND
10200
8520
84
17-130
Acenaphthene
ug/kg
ND
2030
1450
72
29-130
Acenaphthylene
ug/kg
ND
2030
1460
72
31-130
Aniline
ug/kg
ND
2030
1290
63
10-130
Anthracene
ug/kg
ND
2030
1320
65
33-130
Benzo(a)anthracene
ug/kg
ND
2030
1460
72
32-130
Benzo(a)pyrene
ug/kg
ND
2030
1460
72
32-130
Benzo(b)fluoranthene
ug/kg
ND
2030
1490
73
33-130
Benzo(g,h,i)perylene
ug/kg
ND
2030
1350
66
28-130
Benzo(k)fluoranthene
ug/kg
ND
2030
1480
73
31-130
Benzoic Acid
ug/kg
ND
10200
773J
8
10-130 M1
Benzyl alcohol
ug/kg
ND
4060
2830
70
31-130
bis(2-Chloroethoxy)methane
ug/kg
ND
2030
1370
67
30-130
bis(2-Chloroethyl) ether
ug/kg
ND
2030
1400
69
68-130
bis(2-Ethylhexyl)phthalate
ug/kg
ND
2030
1450
72
40-130
Butylbenzylphthalate
ug/kg
ND
2030
1410
69
40-130
Chrysene
ug/kg
ND
2030
1440
71
30-130
Di-n-butylphthalate
ug/kg
ND
2030
1460
72
41-130
Di-n-octylphthalate
ug/kg
ND
2030
1550
76
42-130
Dibenz(a,h)anthracene
ug/kg
ND
2030
1450
71
27-130
Dibenzofuran
ug/kg
ND
2030
1480
73
32-130
Diethylphthalate
ug/kg
ND
2030
1610
79
40-130
Dimethylphthalate
ug/kg
ND
2030
1590
79
37-130
Fluoranthene
ug/kg
ND
2030
1550
76
26-130
Fluorene
ug/kg
ND
2030
1490
74
31-130
Hexachloro-1,3-butadiene
ug/kg
ND
2030
1280
63
20-130
Hexachlorobenzene
ug/kg
ND
2030
1440
71
29-130
Hexachlorocyclopentadiene
ug/kg
ND
2030
640
32
10-130
Hexachloroethane
ug/kg
ND
2030
1300
64
21-130
Indeno(1,2,3-cd)pyrene
ug/kg
ND
2030
1400
69
28-130
Isophorone
ug/kg
ND
2030
1440
71
32-130
N-Nitroso-di-n-propylamine
ug/kg
ND
2030
1370
68
31-130
N-Nitrosodimethylamine
ug/kg
ND
2030
1290
63
20-130
N-Nitrosodiphenylamine
ug/kg
ND
2030
1500
74
32-130
Naphthalene
ug/kg
ND
2030
1400
69
30-130
Nitrobenzene
ug/kg
ND
2030
1410
69
25-130
Pentachlorophenol
ug/kg
ND
4060
3260
80
10-130
Results presented on this page are in the units indicated
by the "Units" column except where
an alternate unit is
presented to the right
of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 37 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
MATRIX SPIKE SAMPLE:
Parameter
3079147
Units
92506730001
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
Phenanthrene
ug/kg
ND
2030
1490
73
34-130
Phenol
ug/kg
ND
2030
1570
77
14-130
Pyrene
ug/kg
ND
2030
1370
68
31-130
Pyridine
ug/kg
ND
2030
916
45
10-130
2,4,6-Tribromophenol (S)
%
81
18-130
2-Fluorobiphenyl (S)
%
66
19-130
2-Fluorophenol (S)
%
69
18-130
Nitrobenzene-d5 (S)
%
69
21-130
Phenol-d6 (S)
%
72
18-130
Terphenyl-d14 (S)
%
70
15-130
SAMPLE DUPLICATE: 3079148
Parameter
Units
92506915001
Result
Dup
Result
1,2,4-Trichlorobenzene
ug/kg
ND
ND
1,2-Dichlorobenzene
ug/kg
ND
ND
1,3-Dichlorobenzene
ug/kg
ND
ND
1,4-Dichlorobenzene
ug/kg
ND
ND
1-Methylnaphthalene
ug/kg
ND
ND
2,2'-Oxybis(1-chloropropane)
ug/kg
ND
ND
2,4,5-Trichlorophenol
ug/kg
ND
ND
2,4,6-Trichlorophenol
ug/kg
ND
ND
2,4-Dichlorophenol
ug/kg
ND
ND
2,4-Dimethylphenol
ug/kg
ND
ND
2,4-Dinitrophenol
ug/kg
ND
ND
2,4-Dinitrotoluene
ug/kg
ND
ND
2,6-Dinitrotoluene
ug/kg
ND
ND
2-Chloronaphthalene
ug/kg
ND
ND
2-Chlorophenol
ug/kg
ND
ND
2-Methylnaphthalene
ug/kg
ND
ND
2-Methylphenol(o-Cresol)
ug/kg
ND
ND
2-Nitroaniline
ug/kg
ND
ND
2-Nitrophenol
ug/kg
ND
ND
3&4-Methyl phenol (m&p Cresol)
ug/kg
ND
ND
3,3'-Dichlorobenzidine
ug/kg
ND
ND
3-Nitroaniline
ug/kg
ND
ND
4,6-Dinitro-2-methyl phenol
ug/kg
ND
ND
4-Bromophenylphenyl ether
ug/kg
ND
ND
4-ChIoro-3-methyl phenol
ug/kg
ND
ND
4-Chloroaniline
ug/kg
ND
ND
4-Chlorophenylphenyl ether
ug/kg
ND
ND
4-Nitroaniline
ug/kg
ND
ND
4-Nitrophenol
ug/kg
ND
ND
Acenaphthene
ug/kg
ND
ND
Acenaphthylene
ug/kg
ND
ND
RPD Qualifiers
IL
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
Page 38 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
SAMPLE DUPLICATE: 3079148
Parameter
Units
92506915001
Result
Dup
Result
Aniline
ug/kg
ND
ND
Anthracene
ug/kg
ND
ND
Benzo(a)anthracene
ug/kg
ND
ND
Benzo(a)pyrene
ug/kg
ND
ND
Benzo(b)fluoranthene
ug/kg
ND
ND
Benzo(g,h,i)perylene
ug/kg
ND
ND
Benzo(k)fluoranthene
ug/kg
ND
ND
Benzoic Acid
ug/kg
ND
ND
Benzyl alcohol
ug/kg
ND
ND
bis(2-Chloroethoxy)methane
ug/kg
ND
ND
bis(2-Chloroethyl) ether
ug/kg
ND
ND
bis(2-Ethylhexyl)phthalate
ug/kg
ND
ND
Butylbenzylphthalate
ug/kg
ND
ND
Chrysene
ug/kg
ND
ND
Di-n-butylphthalate
ug/kg
ND
ND
Di-n-octylphthalate
ug/kg
ND
ND
Dibenz(a,h)anthracene
ug/kg
ND
ND
Dibenzofuran
ug/kg
ND
ND
Diethylphthalate
ug/kg
ND
ND
Dimethylphthalate
ug/kg
ND
ND
Fluoranthene
ug/kg
ND
ND
Fluorene
ug/kg
ND
ND
Hexachloro-1,3-butadiene
ug/kg
ND
ND
Hexachlorobenzene
ug/kg
ND
ND
Hexachlorocyclopentadiene
ug/kg
ND
ND
Hexachloroethane
ug/kg
ND
ND
Indeno(1,2,3-cd)pyrene
ug/kg
ND
ND
Isophorone
ug/kg
ND
ND
N-Nitroso-di-n-propylamine
ug/kg
ND
ND
N-Nitrosodimethylamine
ug/kg
ND
ND
N-Nitrosodiphenylamine
ug/kg
ND
ND
Naphthalene
ug/kg
ND
ND
Nitrobenzene
ug/kg
ND
ND
Pentachlorophenol
ug/kg
ND
ND
Phenanthrene
ug/kg
ND
ND
Phenol
ug/kg
ND
ND
Pyrene
ug/kg
ND
ND
Pyridine
ug/kg
ND
ND
2,4,6-Tribromophenol (S)
%
74
54
2-Fluorobiphenyl (S)
%
45
31
2-Fluorophenol (S)
%
62
46
Nitrobenzene-d5 (S)
%
59
43
Phenol-d6 (S)
%
62
47
Terphenyl-d14 (S)
%
53
38
RPD Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 39 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 581359 Analysis Method: ASTM D2974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry Weight/Percent Moisture
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92506730001
SAMPLE DUPLICATE: 3075080
92506626002 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 26.1 22.4 15
SAMPLE DUPLICATE: 3075081
92506730001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 19.2 21.7 12
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 40 of 45

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Kerr St.
Pace Project No.: 92506730
QC Batch: 1584188 Analysis Method: SM 2540G
QC Batch Method: SM 2540 G Analysis Description: Total Solids 2540 G-2011
Laboratory: Pace National - Mt. Juliet
Associated Lab Samples: 92506730001
METHOD BLANK: R3599354-1
Associated Lab Samples: 92506730001
Parameter Units
Total Solids %
LABORATORY CONTROL SAMPLE: R3599354-2
Parameter Units
Total Solids %
Matrix: Solid
Blank Reporting
Result Limit
0.00100
Spike LCS
Conc. Result
50.0 50.0
Analyzed Qualifiers
12/01 /20 13:29
LCS % Rec
% Rec Limits Qualifiers
100 85.0-115
SAMPLE DUPLICATE: R3599354-3
L1288433-01 Dup
Parameter Units Result Result RPD Qualifiers
Total Solids % 93.1 92.4 0.738
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 41 of 45

Pace Analytical Services, LLC
lac,
Analyilcal ® 9800 Kincey Ave. Suite 100
Huntersville, NC 28078
www.pacelabs.com [phone]
QUALIFIERS
Project: Kerr St.
Pace Project No.: 92506730
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
ANALYTE QUALIFIERS
IL This analyte exceeded secondary source verification criteria low for the initial calibration. The reported results should be
considered an estimated value.
L2 Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated
samples may be biased low.
MO Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
ML Matrix spike recovery and/or matrix spike duplicate recovery was below laboratory control limits. Result may be biased
low.
N The reported TIC has an 85% or higher match on a mass spectral library search.
R1 RPD value was outside control limits.
S3 Surrogate recovery exceeded laboratory control limits. Analyte presence below reporting limits in associated sample.
REPORT OF LABORATORY ANALYSIS
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Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC. Page 42 of 45

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
Kerr St.
92506730
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92506730002
B-1
MA DEP/NJ DEP
1582291
MADEP EPH
1582291
92506730001
B-1 15-16
MA DEP/NJ DEP
1582696
MADEP EPH
1582696
92506730002
B-1
MADEPV
1580669
MADEP VPH
1580669
92506730001
B-1 15-16
MADEPV
1583779
MADEP VPH
1583779
92506730002
B-1
EPA 3010A
583172
EPA 6010D
583301
92506730002
B-1
EPA 625.1
581440
EPA 625.1
581938
92506730001
B-1 15-16
EPA 3546
582246
EPA 8270E
582473
92506730002
B-1
SM 6200B
583642
92506730001
B-1 15-16
EPA 5035A/5030B
581330
EPA 8260D
581490
92506730001
B-1 15-16
ASTM D2974-87
581359
92506730001
B-1 15-16
SM 2540 G
1584188
SM 2540G
1584188
REPORT OF LABORATORY ANALYSIS
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Date: 12/07/2020 08:10 AM without the written consent of Pace Analytical Services, LLC.
Page 43 of 45

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� lace Analytical
to Condition Upon Receil
Document No.:
F-CAR-CS-033-Rev.07
*Check mark top half of box if pH and/or dechlorination is
verified and within the acceptance range for preservation
samples,
Exceptions: VOA, Coliform, TOC, Oil and Grease, DRO/8015 {water) DOC, LLHg
**bottom half of box is to list number of bottles
t(SCUR) Page Z at Z
Issuing Authority:
Pace Carolinas Duality Office
Project #t Wp# : 9250673Q
PM: TIH Date Dale: 12/04/20
CLIENT: 92—Irmirtger
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pH Adjustment Log for Preserved Samples
Sample ID
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
Amount of Preservative
added
Lot 9
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy or this Corm will ne sent to the North Carolina CEHNR Certification Office (Le.
Out of hold, incorrect preservative, out oftemp, incorrect containers.
Page 45 of 45

Beverly, Trudy
From: Beverly, Trudy
Sent: Friday, January 15, 2021 9:49 AM
To: Steven Irminger
Subject: RE: [External] 208 Kerr Street NW, Concord, NC
Received.
Thank you and have a great weekend,
Trudy
UruarmrM ment�l4w��
Trudy Beverly, L.G.
Hydrogeologist, Division of Waste Management
North Carolina Department of Environmental Quality
UST Section, Mooresville Regional Office
704.235.2182 (Office)
Trudy. B everlykncdenn gov
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Office Mailing Address:
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Branch's Underground Storage Tanks Website Address: htips://deq.nc.gov/about/divisions/waste-manaaement/ust
Branch's Above Ground Storage Tanks Website Address: ht!ps:Hdeg.nc.gov/about/divisions/waste-management/ust/ast-proeram
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
httns://deo.nc. eov/about/divisions/waste-management/waste-management-rules-data/waste-management-eis-mans
File Review Procedures:
https://deq.nc. gov/about/divisions/waste-management/ust/file-review-procedures#mooresville-regional-office
ONLINE ACCESS TO UST SECTION DOCUMENTS (Laserfiche):
hit 2s: //deg.nc. gov/about/divisions/waste-management/laserfiche
Document Submittal & UST File Names for Laserfiche Policies:
httys:Hfiles.nc.eov/nedeci/Waste%2OMana2ement/DWM/UST/WhatsNew/Final-Electronic-Document-Submittal-Policy.odf
htips:Hfiles.nc. gov/ncdeq/\Vaste%2OManagement/D WM/UST/Corrective%2OAction/UST%20file%20names%20for%2OLaserfiche.docx
From: Steven Irminger [mailto:[e-mail]]
Sent: Friday, January 15, 2021 9:40 AM
To: Beverly, Trudy <[e-mail]>
Subject: [External] 208 Kerr Street NW, Concord, NC
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Morning Trudy,
Please find attached a Tank Closure Report and Limited Site Assessment for City of Concord property located
at 208 Kerr Street, Concord, NC.
Should you have any questions regarding this transmittal please give me a call at 704-701-9099.
Have a nice weekend!
Steve Irminger