MO-2819_3744_CA_MRP_20231012

MONITORING
REPORT
ARNOLD KLUTTZ PROPERTY (INCIDENT NO. 3744)
28384 NC HIGHWAY 73
ALBEMARLE, STANLY COUNTY, NORTH CAROLINA
ESP Project No. 23-00200-002

Prepared For:
North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Prepared By:
ESP Associates, Inc.
P. O. Box 7030
Charlotte, North Carolina 28241

October 12, 2023

ESP Associates, Inc.
P.O. Box 7030 • Charlotte, NC 28241
1.800.960.7317 • NC: 704.583.4949, fax [phone] • SC: 803.802.2440, fax [phone]
www.espassociates.com

October 12, 2023

Ms. Sharon Ghiold
North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Email: [e-mail]

Reference: MONITORING REPORT
Arnold Kluttz Property (Incident #3744)
28384 NC Highway 73
Albemarle, Stanly County, North Carolina
ESP Project No. 23-00200-002

Dear Ms. Ghiold:

ESP Associates, Inc. (ESP) is pleased to present this Monitoring Report documenting activities
performed at the subject site, Arnold Kluttz Property, in accordance with North Carolina Department
of Environmental Quality (NCDEQ), Task Authorization No. 1 approved on July 17, 2023. The
subject site is located at 28384 NC Highway 73 in Albemarle, Stanly County, North Carolina.

We appreciate the opportunity to provide environmental services on this project. If you should have
any questions, please do not hesitate to contact us at [phone].

Sincerely,
ESP Associates, Inc.
Matthew R. Craig Christopher J. Ward, PG, RSM
Project Manager Senior Geologist

Attachment – Monitoring Report

TABLE OF CONTENTS

Section Page

SITE INFORMATION ..................................................................................................................... i

EXECUTIVE SUMMARY ............................................................................................................. iii

1.0 INTRODUCTION ............................................................................................................... 1
1.1 SITE SETTING ........................................................................................................... 1
1.2 SITE GEOLOGY AND HYDROGEOLOGY ................................................................. 1
1.3 SURFACE WATER ..................................................................................................... 2
1.4 WATER SUPPLY WELLS ........................................................................................... 2

2.0 SITE HISTORY .................................................................................................................. 3

3.0 FIELD ACTIVITIES ........................................................................................................... 5
3.1 WATER SUPPLY WELL ABANDONMENT AGREEMENTS ....................................... 5
3.2 WATER LEVEL GAUGING ........................................................................................ 5
3.3 FREE PRODUCT EVALUATION ................................................................................ 6
3.4 MONITORING WELL SAMPLING ............................................................................. 6
3.5 WATER SUPPLY WELL SAMPLING ......................................................................... 6
3.6 FIELD QUALITY CONTROL SAMPLING AND ANALYSIS ....................................... 7

4.0 ANALYTICAL RESULTS .................................................................................................. 8
4.1 ANALYTICAL RESULTS OF GROUNDWATER SAMPLES ....................................... 8

5.0 CONCLUSIONS AND RECOMMENDATIONS ................................................................. 9

6.0 REFERENCES ................................................................................................................. 10

FIGURES
Figure 1 USGS Topographic Site Location Map
Figure 2 Site Map
Figure 3 Groundwater Elevation Map
Figure 4 Groundwater Results Map
Figure 5 Water Supply Well Radius Map

TABLES
Table 1 Water Supply Well Information
Table 2 Monitoring Well Construction and Groundwater Elevation Data
Table 3 Summary of Groundwater Analytical Results

APPENDICES
Appendix A Previous Groundwater Elevations and Analytical Results
Appendix B Field Documentation and Site Photographs
Appendix C Laboratory Reports
Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

i
SITE INFORMATION

Date of Report: October 12, 2023
NCDEQ Incident No: 3744
NCDEQ UST No.: MO-2819
Site Name: Arnold Kluttz Property
Site Location: 28384 NC Highway 73
Albemarle, North Carolina 28001

Latitude: N 35.214904
Longitude: W 80.154002

UST Owner/ Operator: Unknown

Current Property
Owner: Mr. Warren Douglas Harkey
28410 NC Highway 73
Albemarle, North Carolina 28001

Current Property
Occupant: Residential Rental Property
28384 NC Highway 73
Albemarle, North Carolina 28001

Consultant: ESP Associates, Inc.
P.O. Box 7030
Charlotte, North Carolina 28241
[phone]

Laboratory: Pace Analytical Services, LLC
NCDEQ No. 5342
9800 Kincey Avenue
Huntersville, North Carolina 28028
[phone]

Release Information: Release Discovery Date: July 1988
Estimate Quantity: Unknown
Cause of Release: Corrosion of former UST system.
Currently Active Tanks: None
Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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I, Christopher J. Ward, a Professional Geologist for ESP Associates, Inc., do certify that the
information contained in this report is correct and accurate to the best of my knowledge.

ESP Associates, Inc. is licensed to practice both geology and engineering in North Carolina. ESP
Associates, Inc.’s certification numbers are: Geology: C-556 / Engineering: F-1407
Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

iii

EXECUTIVE SUMMARY

This executive summary section provides an abbreviated reporting of our Site observations and
findings. Refer to the main text and appendices for a complete reporting of our observations and
findings.

ESP Associates, Inc. (ESP) has completed a Monitoring Report documenting assessment activity
performed at the Arnold Kluttz Property site (Incident No. 3744). The site is an approximate 0.69-
acre residential site (Tax Parcel No. 652801490612) located at 28384 NC Highway 73 in Albemarle,
Stanly County, North Carolina. This report was completed to summarize the findings of assessment
activities performed on September 13th, in accordance with North Carolina Department of
Environmental Quality (NCDEQ) Task Authorization No. 1 approved on July 17, 2023.

The work was performed as part of the State Lead Contract #N70522-D between NCDEQ and ESP.
This report was prepared in general accordance with the 15A NCAC 2L .0115 regulations and the
NCDEQ Underground Storage Tank (UST) Section Guidelines for Assessment and Corrective Action
for UST Releases, January 2021, under the supervision of Nora A. Zirps, North Carolina registered
professional engineer (North Carolina License No. 023838).

On September 13, 2023, ESP performed the following field activities:
• Although planned, ESP did not pursue an access agreement with Mr. Harkey, as one was
located on record that was signed in October 2022;
• Attempted to obtain permission from owners to abandon water supply wells WSW-Harkey,
WSW-S, WSW-R, WSW-K, WSW-O, WSW-N, WSW-Q, and Kluttz-WSW through 2
certified mailings and a site visit. ESP was only able to obtain an abandonment agreement
for WSW-Harkey, as owners of the other wells were not present during our visit;
• Gauged static water levels in monitoring wells Former Smith MW-1, Kluttz MW-1, MW-
2, and MW-3;
• Collected groundwater samples from Former Smith MW-1, Kluttz MW-1, MW-2, and
MW-3; and
• Collected groundwater samples from water supply wells WSW-Harkey and WSW-Kluttz.

Collected water samples were analyzed for volatile organic compounds (VOCs), and lead for selected
samples, for comparison to both North Carolina Groundwater Quality Standards 15A NCAC 2L
.0202 (2L Standards) and Gross Contaminant Levels (GCLs).

Based on results of the above sampling and assessment activities, ESP concludes the following:
• Attempts to contact the owners of water supply wells Kluttz WSW, WSW-K, WSW-N,
WSW-O, WSW-Q, WSW-S, and WSW-R through mailings and in-person contact were
unsuccessful in obtaining permission to abandon their water supply wells;
• Static water levels ranged from 28.00 to 31.50 ft bTOC;
Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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• The general direction of groundwater flow beneath the site is toward the northwest;
• Free product is not present;
• No VOCs in groundwater exceeded their respective GCLs;
• Benzene in Former Smith MW-1 was the only analyte to exceed its 2L standard in sampled
monitoring wells. All other constituent concentrations in other monitoring wells were
below 2L standards;
• Dibromochloromethane was the only analyte detected in water supply well WSW-Harkey
above its 2L standard. Bromodichloromethane and chloroform were also detected within
WSW-Harkey but below 2L standards. This well is reportedly only used for irrigation and
the property is reportedly connected to municipal water; and
• Analytical results reveal that contaminant concentrations have continued to decrease in
Former Smith MW-1 while the remaining monitoring wells continue to report analyte
concentrations below 2L standards.

Based on the above results, ESP offers the following recommendations:
• Abandon water supply well WSW-Harkey based on receipt of owner’s agreement for
abandonment;
• Continue monitoring the groundwater quality by conducting semi-annual groundwater
sampling events for on-site monitoring wells;
• Attempt to determine current owners and contact information of vacant properties to
continue efforts to obtain abandonment agreements for water supply wells Kluttz WSW,
WSW-K, WSW-N, WSW-O, WSW-Q, WSW-S, and WSW-R; and
• Assess closing the incident through issuance of a Notice of Residual Petroleum (NORP)
with a groundwater land use restriction (LUR) for the subject parcel and a soil LUR for the
roadway right-of-way portion fronting the site.

Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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1.0 INTRODUCTION

1.1 Site Setting

The Arnold Kluttz Property site is an approximate 0.69-acre residential site (Tax Parcel No.
652801490612) located at 28384 NC Highway 73 in Albemarle, Stanly County, North Carolina (see
Figures 1 and 2). The site includes an approximate 1,044-sqft occupied residential building built in
1902 along with two outbuildings/garage structures, 730 and 970 sqft, respectively. The site is bound
to the north by NC Highway 73 with residential properties beyond, to the east by residential property,
to the south by undeveloped land, and to the west by residential property.

1.2 Site Geology and Hydrogeology

A consideration of surface and subsurface drainage and geology are of interest since they provide
an indication of the direction that contamination, if present on-site or off-site, could be transported.

The site is located within the Carolina Slate Belt of the Piedmont Physiographic Province. The
Piedmont Physiographic Province generally consists of low to medium elevation, rounded hills,
and long rolling northeast to southwest trending ridges with incised creeks and river channels.
Rock at the site is described as volcanically derived mudstones, sandstones, and conglomerates of
the Tillery Formation. In-place chemical and physical weathering of parent rocks typically form
residual soils in the Piedmont region. Weathering is facilitated by the presence of fractures, joints,
and less resistant minerals in the rock. In areas not altered by erosion, alluvial deposition or
anthropomorphic, the typical residual soil profile consists of clay-rich unconsolidated materials at
the surface, transitioning to sandy silts and silty sands at depth. Typically, the boundary between
soil and rock is not sharply defined. This transitional zone is termed “partially weathered rock” or
saprolite. Information obtained from the Web Soil Survey for Stanly County depicts soils on the
site as Tarrus channery silt loam, 2 to 8 percent slopes (TbB).

In the Piedmont, groundwater generally occurs in pore spaces within soils and in the structural
features present in the underlying rock (i.e., joints, fractures, and faults). Recharge to the water
table is primarily by precipitation infiltrating the surficial soils and percolating downward under
the influence of gravity to the water table. Typically, the water table is not a level surface, but an
approximate reflection of the land surface. The depth to the water table is not consistent and is
dependent upon several factors that include the amount of rainfall, permeability of the soil, the
extent of fracturing in the underlying rock and the influences of groundwater pumping.

The direction and movement of groundwater is generally dependent on soil type, the presence of
relict structures, and the textures of surrounding earth materials. Fractures, faults, folds, and
foliation planes affect the migration of groundwater in rock. No major geologic features (faults,
etc.) are present at or near the site. Groundwater typically flows in directions parallel to the ground
surface and, under the influence of gravity, migrates to discharge points such as surface water
features, the toes of slopes, or natural springs. Fluctuations in the depth of the water table can be
expected depending on variations in precipitation, surface water run-off and other factors.
Normally, the highest levels of the water table occur in late winter and spring and the lowest levels
occur in the late summer and fall. Based on historical data and water level measurements obtained
on September 13, 2023, groundwater at the site is expected to flow generally to the northwest.
Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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1.3 Surface Water

The water feature nearest to the site is an unnamed tributary of Long Creek located approximately
500 feet to the southwest of the site.

1.4 Water Supply Wells

A total of 21 water supply wells were identified within 1,000 ft of the source area as documented in
Table 1 and depicted on Figure 6. The properties associated with WSW-S (28375 NC Highway
73) and WSW-R (28383 NC Highway 73), the closest downgradient wells, are reportedly connected
to municipal water. The status of the water supply well on the Kluttz property is currently
unconfirmed while the property is reportedly connected to municipal water. The Harkey-WSW is
reportedly used for irrigation. Three of the water supply wells (WSW-K, Moore-WSW, and Morgan-
WSW) are not operational. Three of the identified wells, all of which are more than 500 feet from
the source area, do not have a municipal water connection and are confirmed potable water sources
for the associated properties. The status of the remaining wells has reportedly not been confirmed.

A municipal water line reportedly extends along NC Highway 73 near the northern boundary of the
site and a fire hydrant is located on-site. Based on information obtained from the Stanly County GIS
website and property record cards, all the properties within 500 feet of the source area and along NC
Highway 73 reportedly have a municipal water connection. The water line does not extend down
Lowell Road.

Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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2.0 SITE HISTORY

The following description of historical site activities was obtained from a report titled “Monitoring
Report for Arnold Kluttz Property (Incident #3744)” dated January 6, 2023, by Terracon, Inc.
(Terracon).
• In July 1988, Mr. Arnold Kluttz complained of a petroleum odor and taste in his drinking
water. The NCDENR sampled the groundwater from his water supply well (WSW-Kluttz).
The sample contained several gasoline constituents above their respective 2L standards. The
source of the contamination was suspected to be the USTs at a former gas station
approximately 200 feet upgradient of the Kluttz residence. As a result of the detection of
petroleum constituents in his well, North Carolina provided bottled water to the Kluttz
residence from 1988 to 1991. A Point-of-Entry (POE) filtration system was also installed at
the Kluttz property. The POE operated from August 1990 to August 1991. Mr. Kluttz began
sing a water supply well on a neighboring property in 1991.
• From 1988 to 2000, several environmental consulting firms conducted receptor surveys and
water supply well sampling from water supply wells within 1,000 feet of the site. No
petroleum constituents were detected in the offsite water supply wells during these
investigations.
• In 2006, Hart and Hickman (H&H) sampled nine water supply wells within 1,000 feet of the
source area. No petroleum constituents were detected above their 2L standards in WSW-B,
WSW-D, WSW-N, and WSW-Kluttz. Dibromochloromethane was detected at 0.51 µg/L in
WSW-N.
• In June 2009, S&ME installed a monitoring well on the Kluttz’s property (Kluttz MW-1).
Analytical results indicated no petroleum source on the Kluttz property. The petroleum
source was identified as the former gas station. The constituent concentrations in soil samples
collected during the installation of Former Smith MW-1 exceeded Maximum Soil
Contaminant Concentrations (MSCCs). S&ME also advanced seven soil borings near the
source area to depths of about 25 feet bgs to evaluate the extend of soil impact. The TPH
results ranged from 29 to 13,000 milligrams per kilogram (mg/kg).
• In April 2010, S&ME investigated the possibility of removing impacted soils from the source
area; however, soil removal was reportedly not feasible due to the presence of underground
utility lines near the source area.
• In June 2013, Crawford Environmental Services (Crawford) conducted a groundwater
sampling event. Several constituents were detected in the Former Smith MW-1 monitoring
well at concentrations above the 2L standard. Crawford recommended continued
groundwater sampling and analysis, as well as connecting nearby properties to a municipal
water supply.
• In July 2014, Terracon conducted a sampling event of all onsite monitoring wells and three
nearby water supply wells (WSW-Harkey, WSW-O, and WSW-Harwood). Several
constituents were detected in Former Smith MW-1 above their 2L standards.
• From 2015 through 2021, Terracon conducted several groundwater sampling events for wells
Former Smith MW-1, and WSW-Harkey. Multiple constituents were consistently detected
in Former Smith MW-1 above their respective 2L standards. WSW-Harkey contained several
constituents below their 2L standards. Constituent concentrations appear to be decreasing
across the site. In 2016, an Oxygen Reduction Compound (ORC) insert was placed in Former
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Arnold Kluttz Property (Incident #3744) October 12, 2023

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Smith MW-1 and was replaced yearly until 2021, when it was replaced with a RemRX.
sleeve.
• On November 10, 2022, Terracon mobilized to conduct a groundwater sampling event on
monitoring wells Former Smith MW-1, Kluttz MW-1, MW-2, and MW-3. The water supply
well WSW-Harkey was also sampled. The sampling revealed that constituents exceeded 2L
standards in Former Smith MW-1 while concentrations were below 2L standards in MW-3
and WSW-Harkey.

Historical soil analytical results and groundwater elevations/analytical results are provided in
Appendix A.

Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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3.0 FIELD ACTIVITIES

On September 13, 2023, ESP performed the following field activities:
• Although planned, ESP did not pursue an access agreement with Mr. Harkey, as one was
located on record that was signed in October 2022;
• Attempted to obtain permission from owners to abandon water supply wells WSW-Harkey,
WSW-S, WSW-R, WSW-K, WSW-O, WSW-N, WSW-Q, and Kluttz-WSW through 2
certified mailings and a site visit. ESP was only able to obtain an abandonment agreement
for WSW-Harkey, as owners of the other wells were not present during our visit;
• Gauged static water levels in monitoring wells Former Smith MW-1, Kluttz MW-1, MW-
2, and MW-3;
• Collected groundwater samples from Former Smith MW-1, Kluttz MW-1, MW-2, and
MW-3; and
• Collected groundwater samples from water supply wells WSW-Harkey and WSW-Kluttz.

Monitoring well and water supply well locations are depicted on Figure 2. Field logbook entries
along with well TOC elevation survey, water level survey, groundwater sampling, and field
instrument calibration forms were completed in the field to document site activities (see Appendix
B). Site photographs are also provided in Appendix B. Details of field activities are provided
below.

3.1 Water Supply Well Abandonment Agreements

Several certified mailing attempts were performed to owners of water supply wells Kluttz WSW,
WSW-K, WSW-N, WSW-O, WSW-Q, WSW-S, and WSW-R to obtain permission to abandoned
their wells. No responses to our requests were received as of the date of this report. Additionally,
on September 13, 2023, ESP mobilized to attempt in-person contact of the residences that contain
water supply wells. The purpose of the contact was to obtain a water supply well abandonment
agreement, as the properties now have access to municipal water. While ESP intended to obtain
the agreements for abandonment of water supply wells WSW-Harkey, WSW-S, WSW-R, WSW-
K, WSW-O, WSW-N, WSW-Q, and Kluttz-WSW, only an agreement was obtained from the
owner of WSW-Harkey. Many of the properties containing the water supply wells were in an
advanced state of decay, and many had inaccessible front doors as a result. The property owner
of WSW-K was contacted by telephone and the owner confirmed that water supply well WSW-K
has not been used for the past 20 years or so and that the property is connected to municipal water.

3.2 Water Level Gauging

On September 13, 2023, prior to purging or collecting groundwater samples, depth to groundwater
from the TOC within each of the on-site monitoring wells was measured using a decontaminated
electronic water level meter and recorded on a water level survey form (see Appendix B). Water
level measurements were collected by first removing covers and plunger caps from all site
monitoring wells and allowing water within the wells to stabilize. The electronic water level meter
probe was then lowered into the well and the depth to water measured relative to the well’s TOC.

Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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As noted in Table 2, static water level depths measured ranged from 28.00 ft to 31.50 ft below top
of casing (ft bTOC). Figure 3 depicts the groundwater elevations based on a benchmark of 100.00
ft given to the Kluttz MW-1 TOC. As depicted in Figure 3, shallow groundwater flow beneath
the site is generally toward the northwest.

3.3 Free Product Evaluation

During the September 13, 2023, sampling event, free product was not detected in any of the gauged
monitoring wells.

3.4 Monitoring Well Sampling

On September 13, 2023, groundwater samples were collected from monitoring wells Former Smith
MW-1, Kluttz MW-1, MW-2, and MW-3.

Groundwater samples were collected using dedicated and disposable PVC bailers (1.5” x 3’)
attached to braided nylon rope. Prior to groundwater sample collection, each well was purged
using the bailer. During purging, water quality parameters including pH, conductivity,
temperature, and turbidity were measured using calibrated field water quality instruments.
Readings were taken at the start of purging and periodically until a minimum of three well volumes
were removed from the well. Following purging, a groundwater sample for laboratory analysis
was collected from the well using the bailer. The water quality parameters were recorded on
groundwater sampling forms along with time, water level depth, and cumulative volume of water
purged (see groundwater sampling forms in Appendix B).

Groundwater samples were collected following Guidelines for Sampling by the Underground
Storage Tank Section, Division of Waste Management, NCDEQ (NCDEQ, 2022). Groundwater
samples were placed in laboratory-prepared vials preserved with hydrochloric acid (HCl), labeled,
and stored on ice in a cooler for subsequent delivery under standard COC procedures to Pace, a
North Carolina-certified laboratory, located in Huntersville, North Carolina, for analysis. The
groundwater samples were analyzed for VOCs by Standard Method 6200B including MTBE,
EDB, and isopropyl ether (IPE).

3.5 Water Supply Well Sampling

On September 13, 2023, water supply wells WSW-Harkey and WSW-Kluttz were sampled. Prior
to sampling, the wells were purged by allowing water to flow through the open spigot for 15
minutes. During purging, water quality parameters including pH, conductivity, temperature, and
turbidity were measured using calibrated field water quality instruments. Readings were taken at
the start of purging and periodically until fifteen minutes had elapsed, and water quality parameters
stabilized. Following purging, a groundwater sample for laboratory analysis was collected directly
from the spigot.

The groundwater samples were placed in laboratory-prepared vials preserved with HCl, labeled,
and stored on ice in a cooler for subsequent delivery under standard COC procedures to Pace for
Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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analysis. The groundwater samples were analyzed for VOCs by Standard Method 6200B
including MTBE, EDB, and IPE.

3.6 Field Quality Control Sampling and Analysis

A field duplicate groundwater sample was collected on September 13, 2023, from Former Smith
MW-1 and analyzed for VOCs by EPA Method 6200B including MTBE, EDB, and IPE to assess
variance between collected samples.

Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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4.0 ANALYTICAL RESULTS

4.1 Analytical Results of Groundwater Samples

Results of the laboratory analysis of groundwater samples Former Smith MW-1, Kluttz MW-1,
MW-2, MW-3, WSW-Harkey, WSW-Kluttz from the September 13, 2023, sampling event are
tabulated in Table 3. As noted in Table 3, the groundwater analytical results are compared to both
2L standards and GCLs. The Pace laboratory analytical report is provided in Appendix C.

No analytes were detected at concentrations exceeding their respective GCLs during the sampling
event. Analytes detected at concentrations greater than their respective 2L standards are noted on
Table 3 and depicted on Figure 4). A summary of the analytical results is as follows:
• Former Smith MW-1: benzene (25.0 µg/L) was detected above its 2L standard. This result
is validated by the field duplicate from this well (benzene 20.0 µg/L);
• WSW-Harkey: dibromochloromethane (1.7 µg/L) was detected above its 2L standard
while chloroform (50.1 µg/L) and bromodichloromethane (9.5 µg/L) were present at
concentrations below 2L standards. This well is reportedly used for irrigation and the
property is reportedly connected to municipal water; and
• No 2L standard exceedances were reported for groundwater samples from Kluttz MW-1,
MW-2, MW-3, or WSW-Kluttz.

The groundwater sampling results for each well depicting analytes exceeding their 2L standards
are provided in Figure 4.

Comparison of the September 13, 2023, groundwater analytical results to recent analytical results,
reveals that contaminant concentrations have continued to decrease in Former Smith MW-1 while
the remaining monitoring wells continue to report analyte concentrations below 2L standards.

Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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5.0 CONCLUSIONS AND RECOMMENDATIONS

Based on results of the above sampling and assessment activities, ESP concludes the following:
• Attempts to contact the owners of water supply wells Kluttz WSW, WSW-K, WSW-N,
WSW-O, WSW-Q, WSW-S, and WSW-R through mailings and in-person contact were
unsuccessful in obtaining permission to abandon their water supply wells;
• Static water levels ranged from 28.00 to 31.50 ft bTOC;
• The general direction of groundwater flow beneath the site is toward the northwest;
• Free product is not present;
• No VOCs in groundwater exceeded their respective GCLs;
• Benzene in Former Smith MW-1 was the only analyte to exceed its 2L standard in sampled
monitoring wells. All other constituent concentrations in other monitoring wells were
below 2L standards;
• Dibromochloromethane was the only analyte detected in water supply well WSW-Harkey
above its 2L standard. Bromodichloromethane and chloroform were also detected within
WSW-Harkey but below 2L standards. This well is reportedly only used for irrigation and
the property is reportedly connected to municipal water; and
• Analytical results reveal that contaminant concentrations have continued to decrease in
Former Smith MW-1 while the remaining monitoring wells continue to report analyte
concentrations below 2L standards.

Based on the above results, ESP offers the following recommendations:
• Abandon water supply well WSW-Harkey based on receipt of owner’s agreement for
abandonment;
• Continue monitoring the groundwater quality by conducting semi-annual groundwater
sampling events for on-site monitoring wells;
• Attempt to determine current owners and contact information of vacant properties to
continue efforts to obtain abandonment agreements for water supply wells Kluttz WSW,
WSW-K, WSW-N, WSW-O, WSW-Q, WSW-S, and WSW-R; and
• Assess closing the incident through issuance of a Notice of Residual Petroleum (NORP)
with a groundwater land use restriction (LUR) for the subject parcel and a soil LUR for the
roadway right-of-way portion fronting the site.

Monitoring Report ESP Project No. 23-00200-002
Arnold Kluttz Property (Incident #3744) October 12, 2023

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6.0 REFERENCES

Stanly County, North Carolina GIS website, https://stanlycounty.maps.arcgis.com

1985 Geologic Map of North Carolina, The North Carolina Geological Survey, Phillip M. Brown,
1985.

Guideline for Sampling Underground Storage Tank Section, Division of Waste Management,
North Carolina Division of Environmental Quality, March 7, 2022, Change 4.

Terracon, Inc., January 6, 2023, Monitoring Report for Arnold Kluttz Property (Incident #3744),
28384 NC Highway 73, Albemarle, Stanly County, North Carolina.

FIGURES

0 350 700Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-002
ET
CWDATE09/20/2023
FIGURE 1USGS TOPOGRAPHIC SITE LOCATION MAPµAs Shown
ALBEMARLE, NORTH CAROLINA
SITE BOUNDARY
All locations are approximate.
ARNOLD KLUTTZ PROPERTY
LEGEND:
<
ED
ED
ED
ED
<
<
ED
KLUTTZ WSW
KLUTTZ MW-1 WSW-S
WSW-HARWOOD
WSW-O MW-3
MW-2
<
FORMER SMITH MW-1
HARKEY-WSW
NC HWY 73
0 30 60Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-002
ET
CWDATE09/20/2023
FIGURE 2SITE MAPµAs Shown
ALBEMARLE, NORTH CAROLINA
SITE BOUNDARY
WATER SUPPLY WELL
MONITORING WELL
All locations are approximate.
ARNOLD KLUTTZ PROPERTY<
LEGEND:
ED
<
ED
ED
ED
ED
<
<
ED
KLUTTZ WSW
KLUTTZ MW-1 WSW-S
WSW-HARWOOD
WSW-O MW-3
MW-2
<
FORMER SMITH MW-1
HARKEY-WSW
NC HWY 73
0 30 60Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-002
ET
CWDATE09/20/2023
FIGURE 3GROUNDWATER ELEVATION MAPSEPTEMBER 13, 2023µAs Shown
ALBEMARLE, NORTH CAROLINA
SITE BOUNDARYWATER SUPPLY WELLMONITORING WELLGROUNDWATER FLOW DIRECTIONGROUNDWATER ELEVATION CONTOURS
All locations are approximate.
ARNOLD KLUTTZ PROPERTY<
LEGEND:
ED
<
ED
ED
ED
ED
<
<
ED
KLUTTZ WSW
KLUTTZ MW-1 WSW-S
WSW-HARWOOD
WSW-O MW-3
MW-2
<
FORMER SMITH MW-1
HARKEY-WSW
NC HWY 73
0 30 60Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-002
ET
CWDATE09/20/2023
FIGURE 4GROUNDWATER RESULTS MAPSEPTEMBER 13, 2023µAs Shown
ALBEMARLE, NORTH CAROLINA
SITE BOUNDARYWATER SUPPLY WELLMONITORING WELL
All locations are approximate.
ARNOLD KLUTTZ PROPERTY<
LEGEND:
ED
ED ED
EDED
ED
KLUTTZ WSW
WSW-S
WSW-HARWOOD
WSW-O
HARKEY-WSW
NC HWY 73
ED
ED
ED ED
ED
ED
ED
ED ED
ED
ED
WSW-H
WSW-B
WSW-A
WSW-C
WSW-K
WSW-D
ED
WSW-R
ED
ED ED
WSW-Q
WSW-P WSW-M
WSW-HARKEY-2
MORGAN-WSW
WSW-T
MOORE-WSW
HUBBARD-WSW
500-ft
1,000-ft
0 110 220Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-002
ET
CWDATE09/20/2023
FIGURE 5WATER SUPPLY WELL RADIUS MAPµAs Shown
ALBEMARLE, NORTH CAROLINA
SITE BOUNDARY
WATER SUPPLY WELL
RIVERINE WETLAND
All locations are approximate.
ARNOLD KLUTTZ PROPERTY
LEGEND:
ED

TABLES

Table 1
Water Supply Well Information
Arnold Kluttz Property
Albemarle, North Carolina
NCDEQ Incident No. 3744
Well No.Property Owner Mailing Address Property Address
Distance from Source
Area
(ft)
Hydraulic
Relationship to
Source Area
Well
Status/Use
Municpal Water
Available Parcel No.
Harkey-WSW Warren Douglas Harkey 28410 NC Highway 73
Albemarle, NC 28001
28384 NC Highway 73
Albemarle, NC 28001 ~90 SE Site Irrigation Yes 652801490612
WSW-S Mr. David & Cheryl
Kearns
28393 NC Highway 73
Albemarle, 28001
28375 NC Highway 73
Albemarle, NC 28001 ~100 N Down-gradient Not in use Yes 652801490925
WSW-R Mr. Douglas Kearns 28383 NC Highway 73
Albemarle, NC 28001
28383 NC Highway 73
Albemarle, NC 28001 ~105 N Down-gradient Not in use Yes 652801491859
WSW-K James S. & Julie M.
Pantas/Rental-Occupant
2150 Hahn Road
Mt.Pleasant, NC 28124
28386 NC Highway 73
Albemarle, NC 28001 ~106 E Cross-gradient Not in use Yes 652801491507
WSW-O Mr. Bobby Poplin/Rental-
Occupant Unknown
11200 NC 73 Highway East
Mt. Pleasant, NC 28124
28372 NC Highway 73
Albemarle, NC 28001 ~190 W Cross-gradient Unknown Yes 652801398649
WSW-N Mr. Irvin H. & Polly B.
Clark
28404 NC Highway 73
Albemarle, NC 28001
28404 NC Highway 73
Albemarle, NC 28001 ~215 E Cross-gradient Unknown Yes 652801492503
WSW-Q Mr. David & Cheryl
Kearns
28393 NC Highway 73
Albemarle, NC 28001
28393 NC Highway 73
Albemarle, NC 28001 ~230 NE Cross-gradient Unknown Yes 652801492995
Kluttz-WSW Bobby Arnell Kluttz 28359 NC Highway 73
Albemarle, NC 28001
28359 NC Highway 73
Albemarle, NC 28001 ~236 NW Down-gradient Unknown Yes 652801398997
Harwood-WSW Jennifer Harwood 28354 NC Highway 73
Albemarle, NC 28001
28354 NC Highway 73
Albemarle, NC 28001 ~284 W Cross-gradient Unknown Yes 652801396747
WSW-P
Ms. Cheryl
Kearns/Rental-
Occupant Unknown
28393 NC Highway 73
Albemarle, NC 28001
28403 NC Highway 73
Albemarle, NC 28001 ~330 NE Cross-gradient Unknown Yes 652801493860
WSW-D Willie Baringer 28349 NC Highway 73
Albemarle, NC 28001
28349 NC Highway 73
Albemarle, NC 28001 ~400 NW Down-gradient Unknown Yes 652801398907
WSW-M Mr. Bobby Kearns 28411NC Highway 73
Albemarle, NC 28001
28411NC Highway 73
Albemarle, NC 28001 ~420 NE Up-gradient Unknown Yes 652801494756
WSW-C JD Scott & Shardon D.
Mason
28344 NC Highway 73
Albemarle, NC 28001
28344 NC Highway 73
Albemarle, NC 28001 ~435 W Cross-gradient Unknown Yes 652801395851
WSW-A
Keith & Ann H.
Whitely/Rental-
Occupant Uknown
31869 Ameron Clr.
Albemarle, NC 28001
28336 NC Highway 73
Albemarle, NC 28001 ~580 W Cross-gradient Unknown Yes 652801394866
WSW-T Mr. Gary Krause 30585 Lowell Road
Albemarle, NC 28001
30585 Lowell Road
Albemarle, NC 28001 ~625 SE Cross-gradient Drinking
water No 652801494109
WSW-B Angela & C Helms
Whitely
28324 NC Highway 73
Albemarle, NC 28001
28324 NC Highway 73
Albemarle, NC 28001 ~745 W Cross-gradient Unknown Yes 652801393982
WSW-H Willie Baringer/Rental-
Occupant Unknown
28349 NC Highway 73
Albemarle, NC 28001
28319 NC Highway 73
Albemarle, NC 28001 ~800 NW Down-gradient Drinking
water No 652903305663
Hubbard -WSW Edith Hubbard 30567 Lowell Road
Albemarle, NC 28001
30567 Lowell Road
Albemarle, NC 28001 ~790 SE Cross-gradient Drinking
water No 652801483977
1 of 2
Table 1
Water Supply Well Information
Arnold Kluttz Property
Albemarle, North Carolina
NCDEQ Incident No. 3744
Well No.Property Owner Mailing Address Property Address
Distance from Source
Area
(ft)
Hydraulic
Relationship to
Source Area
Well
Status/Use
Municpal Water
Available Parcel No.
Morgan -WSW Timothy Morgan 33492 Mann Road
Albemarle, NC 28001
28438 NC Highway 73
Albemarle, NC 28001 ~685 E Cross-gradient Not
Operational Yes 652801496442
Moore -WSW Betty Moore 30607 Lowell Road
Albemarle, NC 28001
30607 Lowell Road
Albemarle, NC 28001 ~430 E Cross-gradient Not
Operational Yes 652801494369
Harkey-WSW-2 Warren Douglas Harkey 28410 NC Highway 73
Albemarle, NC 28001
28410 NC Highway 73
Albemarle, NC 28001 ~310 E Cross-gradient Irrigation Yes 652801493419
2 of 2
Table 2
Monitoring Well Construction and Groundwater Elevation Data
Arnold Kluttz Property
Albemarle, North Carolina
NCDEQ Incident No. 3744
Well ID Date
Intalled
Screened Interval
(ft BGS)
Bottom of
Well
(ft BGS)
Top of Casing
Elevation
(ft)
Date Water
Level Measured
Depth to Water
from Top of
Casing
(ft bTOC)
Groundwater
Elevation
(ft)
Free Product
Thickness
(ft)
7/29/2013 22.55 77.45 -
7/3/2014 28.53 71.47 -
11/10/2022 34.78 65.22 -
9/13/2023 29.80 70.20 -
7/8/2020 23.54 79.82 -
8/12/2021 33.08 70.28 -
11/10/2022 36.93 66.43 -
9/13/2023 31.50 71.86 -
7/29/2013 19.22 81.42 -
7/3/2014 27.61 73.03 -
11/10/2022 34.22 66.42 -
9/13/2023 28.50 72.14 -
7/29/2013 19.55 80.47 -
7/3/2014 26.93 73.09 -
11/10/2022 33.58 66.44 -
9/13/2023 28.00 72.02 -
Notes:
Screened intervals and bottom of well measurements are from previous consultant's report.
-- no measureable free product
BGS - below ground surface
ft - feet
ft bTOC - feet below TOC
NM - not measured
TOC - top of casing
Top of casing elevations are based on an arbitrary benchmark elevation of 100.00 ft assigned to Kluttz MW-1.
24.0-39.06/23/2009Kluttz
MW-1 39.00 100.00
Former
Smith
MW-1
6/24/2009 24.0-39.0 39.00 103.36
100.64
MW-3 1/21/2010 20.0-40.0 40.00 100.02
MW-2 1/21/2010 20.0-40.0 40.00
Table 3
Summary of Groundwater Analytical Results
Arnold Kluttz Property
Albemarle, North Carolina
NCDEQ Incident No. 3744
(Page 1 of 2)
1 NE 70 70 70 70 0.02 0.4 0.4 600 70 20 6 70 600 400 400 500
5,000 NE 5,900 8,800 14,750 70,000 50 400 400 80,000 30,500 20,000 6,000 26,100 260,000 28,500 24,100 50,000
7/29/2013 <0.25 NR <0.25 <0.25 <0.25 <0.25 <0.25 NR <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 ND <0.25
7/3/2014 <0.5 NR <0.5 <0.5 <0.5 <0.5 <0.5 NR <0.5 <0.5 <0.5 <0.5 <2.0 <0.5 <0.5 <0.5 ND <0.5
11/10/2022 <0.13 NR <0.13 <0.13 <0.13 <0.13 <0.13 NR <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.25
9/13/2023 <0.079 <0.17 <0.066 <0.085 <0.086 <0.069 <0.15 <0.15 <0.11 <0.081 <0.11 <0.053 <0.10 <0.10 <0.090 <0.031 <0.071 ND
7/8/2020 285 NR <0.71 <0.49 <0.50 <0.71 5.3 NR 3.3 27.1 4.5 <0.89 4.9 2.4 8.9 8.9 2 32.9
8/12/2021 57.5 NR 1.2 1.6 <0.32 <0.35 <0.27 NR <0.32 5.1 4.1 <0.42 0.68J 1.2 0.50J 1.5 <0.33 2.8
11/10/2022 269 NR 0.49J 1.3 0.49J <0.25 <0.25 NR 0.56J 2.1 8.5 <0.25 <0.25 0.32J 1.1 0.60J <0.25 1.2J
9/13/2023 25.0 <0.17 0.29 J 0.56 0.18J <0.069 <0.15 <0.15 0.11J 1.7 1.9 <0.053 0.31J 0.58 0.13J 0.54 0.11J 1.11J
Field Duplicate
(Former Smith
MW-1)
9/13/2023 20.0 <0.17 <0.066 0.43J 0.13J <0.069 <0.15 <0.15 <0.11 1.5 1.5 <0.053 0.26J 0.50 0.14J 0.51 0.11J 1.11J
7/29/2013 <0.25 NR <0.25 <0.25 <0.25 <0.25 <0.25 NR <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25
7/3/2014 <0.5 NR <0.5 <0.5 <0.5 0.36J <0.5 NR <0.5 <0.5 <0.5 <0.5 <2.0 <0.5 <0.5 <0.5 <0.5 <0.5
11/10/2022 <0.13 NR <0.13 <0.13 <0.13 <0.13 <0.13 NR <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.25
9/13/2023 0.19J <0.17 <0.066 <0.085 <0.086 <0.069 <0.15 <0.15 <0.11 <0.081 <0.11 <0.053 <0.10 <0.10 <0.090 <0.031 <0.071 ND
7/29/2013 <0.25 NR <0.25 <0.25 <0.25 <0.25 <0.25 NR <0.25 <0.25 <0.25 <0.25 <1.0 <0.25 <0.25 <0.25 <0.25 <0.25
7/3/2014 <0.5 NR <0.5 <0.5 <0.5 <0.5 <0.5 NR <0.5 <0.5 <0.5 <0.5 <2.0 <0.5 <0.5 <0.5 <0.5 <0.5
11/10/2022 <0.13 NR <0.13 <0.13 <0.13 0.21J <0.13 NR <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.25
9/13/2023 <0.079 <0.17 <0.066 <0.085 <0.086 0.31J <0.15 <0.15 <0.11 <0.081 <0.11 <0.053 <0.10 <0.10 <0.090 <0.031 <0.071 NDBromodichloromethaneGCL (µg/L)
Sample ID Collection Date
2L Standard (µg/L)sec-ButylbenzeneFomer Smith
MW-1 tert-ButylbenzeneMW-2
MW-3 1,3,5-TrimethylbenzeneXylenes (Total) aChloroformKluttz MW-1 1,2-DichloroethaneTolueneNaphthalenen-Propylbenzene1,2-Dibromoethane (EDB)1,2,4-TrimethylbenzeneEthylbenzeneIsopropylbenzene (cumene)Methyl Tert-Butyl Ether (MTBE)Benzenen-ButylbenzeneDibromochloromethane
Table 3
Summary of Groundwater Analytical Results
Arnold Kluttz Property
Albemarle, North Carolina
NCDEQ Incident No. 3744
(Page 2 of 2)
1 NE 70 70 70 70 0.02 0.4 0.4 600 70 20 6 70 600 400 400 500
5,000 NE 5,900 8,800 14,750 70,000 50 400 400 80,000 30,500 20,000 6,000 26,100 260,000 28,500 24,100 50,000BromodichloromethaneGCL (µg/L)
Sample ID Collection Date
2L Standard (µg/L)sec-Butylbenzenetert-Butylbenzene1,3,5-TrimethylbenzeneXylenes (Total) aChloroformKluttz MW-1 1,2-DichloroethaneTolueneNaphthalenen-Propylbenzene1,2-Dibromoethane (EDB)1,2,4-TrimethylbenzeneEthylbenzeneIsopropylbenzene (cumene)Methyl Tert-Butyl Ether (MTBE)Benzenen-ButylbenzeneDibromochloromethane7/8/2020 <0.24 NR <0.35 <0.25 <0.25 <0.35 <0.32 NR <0.26 <0.24 <0.24 <0.44 <0.66 <0.24 <0.24 <0.19 <0.23 <0.24
8/12/2021 <0.34 NR <0.49 <0.40 <0.32 <0.35 <0.27 NR <0.32 <0.30 <0.33 <0.42 <0.64 <0.34 <0.34 <0.50 <0.33 <0.34
11/10/2022 <0.13 NR <0.31 <0.13 <0.13 0.36J <0.13 NR <0.13 <0.13 <0.13 0.29J <0.13 <0.13 <0.13 <0.13 <0.13 <0.25
9/13/2023 <0.079 9.5 <0.066 <0.085 <0.086 50.1 <0.15 1.7 <0.11 <0.081 <0.11 <0.053 <0.10 <0.10 <0.090 <0.031 <0.071 ND
WSW-Kluttz 9/13/2023 <0.079 <0.17 <0.066 <0.085 <0.086 <0.069 <0.15 <0.15 <0.11 <0.081 <0.11 <0.053 <0.10 <0.10 <0.090 <0.031 <0.071 ND
Notes:
Bold values indicate constituent concentrations were greater than the 2L Standard.
Yellow highlighted values indicate constituent concentrations were greater than the GCL.
All results reported in µg/L.
<## - less than the method detection limit
µg/L - micrograms per liter
2L Standard - North Carolina 02L standard for groundwater
GCL - Gross Contaminant Level
J - Estimated concentration above the method detection limit and below the reporting limit.
NA - not analyzed
ND - not detected
NE - not established
NR - not reported
WSW-Harkey

APPENDICES

APPENDIX A

APPENDIX B

Property ID Well ID Property Owner Mailing Address WSW Property Address Phone #
Mail Noice #1 Sent
(Certified Return
Receipt)
Mail notice #1
Delivered?
Mail Notice #2 Sent
(Priority W Tracking)
Mail Notice #2
Delivered?
In Person Notice #3
signed?Permission Granted? (Y/N)
Arnold Kluttz Harkey WSW Warren Douglas and
Annette Harkey
28410 NC Highway 73 Albemarle
NC 28001
28384 NC Highway 73
Albemarle NC UNK Y Y
NA
NA NA Y
Arnold Kluttz Kluttz WSW Heirs of Bobby and
Hazel Kluttz
2202 Grimmersborough Lane
Charlotte NC 28270
28359 NC Hwy 73
Albemarle NC UNK Y
Notice Left, no
authorized recipient
Y Y
Knock on door
Arnold Kluttz WSW-K
Pantas Properties
2150 Hahn Road, Mount Pleasant
NC 28124
28386 NC Hwy 73
Albemarle NC UNK Y Y
NA
NA NA
spoke with property owner
on the phone. well is not
active hasn’t been for 20 plus
years. Property is connected
to municipal water
Arnold Kluttz WSW-N Ryan Hinson
28404 NC Hwy 73 Albemarle NC
28001
28404 NC Hwy 73
Albemarle NC 28001 UNK Y Y
Y Y Knock on door
Arnold Kluttz WSW-O Rhonda Poplin
28372 NC Hwy 73 Albemarle NC
28001
28372 NC Hwy 73
Albemarle NC 28001 UNK Y Y
Y Y Knock on door
Arnold Kluttz WSW-QandS
David and Chery
Kearns
28393 NC Hwy 73 Albemarle NC
28001
28393 and 28375 Hwy 73
Albemarle NC 28001 UNK Y Y
Y Y Knock on door
Arnold Kluttz WSW-R
Douglas Kearns
28383 NC Hwy 73 Albemarle NC
28001
28383 NC Hwy 73
Albemarle NC 28001 UNK Y
Notice Left, no
authorized recipient
Y Y
Knock on door

APPENDIX C
#=CL#
September 21, 2023
LIMS USE: FR - NORA ZIRPS
LIMS OBJECT ID: 92688105
92688105
Project:
Pace Project No.:
RE:
Nora Zirps
ESP Associates
7011 Albert Pick Rd.
Suite E
Greensboro, NC 27409
Arnold Kluttz Property
Dear Nora Zirps:
Enclosed are the analytical results for sample(s) received by the laboratory on September 13, 2023. 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 Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Bonnie Vang
[e-mail]
Project Manager
704-977-0968
Enclosures
cc:Matt Craig, ESP Associates
Account Payable, ESP Associates
Chris Ward, ESP Associates
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 28
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 28
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Lab ID Sample ID Matrix Date Collected Date Received
92688105001 FORMER SMITH MW-1 Water 09/13/23 10:25 09/13/23 15:32
92688105002 FIELD DUPLICATE Water 09/13/23 10:30 09/13/23 15:32
92688105003 MW-2 Water 09/13/23 11:35 09/13/23 15:32
92688105004 MW-3 Water 09/13/23 12:15 09/13/23 15:32
92688105005 WSW-HARKEY Water 09/13/23 12:37 09/13/23 15:32
92688105006 KLUTTZ MW-1 Water 09/13/23 13:42 09/13/23 15:32
92688105007 KLUTTZ WSW Water 09/13/23 14:07 09/13/23 15:32
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 28
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92688105001 FORMER SMITH MW-1 SM 6200B 64 PASI-CJJK
92688105002 FIELD DUPLICATE SM 6200B 64 PASI-CJJK
92688105003 MW-2 SM 6200B 64 PASI-CJJK
92688105004 MW-3 SM 6200B 64 PASI-CJJK
92688105005 WSW-HARKEY SM 6200B 64 PASI-CJJK
92688105006 KLUTTZ MW-1 SM 6200B 64 PASI-CJJK
92688105007 KLUTTZ WSW SM 6200B 64 PASI-CJJK
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.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:FORMER SMITH MW-1 Lab ID:92688105001 Collected:09/13/23 10:25 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 25.0 ug/L 09/20/23 16:19 71-43-20.50 0.079 1
Bromobenzene ND ug/L 09/20/23 16:19 108-86-10.50 0.14 1
Bromochloromethane ND ug/L 09/20/23 16:19 74-97-50.50 0.094 1
Bromodichloromethane ND ug/L 09/20/23 16:19 75-27-40.50 0.17 1
Bromoform ND ug/L 09/20/23 16:19 75-25-20.50 0.20 1
Bromomethane ND ug/L 09/20/23 16:19 74-83-95.0 0.22 1
n-Butylbenzene 0.29J ug/L 09/20/23 16:19 104-51-80.50 0.066 1
sec-Butylbenzene 0.56 ug/L 09/20/23 16:19 135-98-80.50 0.085 1
tert-Butylbenzene 0.18J ug/L 09/20/23 16:19 98-06-60.50 0.086 1
Carbon tetrachloride ND ug/L 09/20/23 16:19 56-23-50.50 0.17 1
Chlorobenzene ND ug/L 09/20/23 16:19 108-90-70.50 0.085 1
Chloroethane ND ug/L 09/20/23 16:19 75-00-31.0 0.17 1
Chloroform ND ug/L 09/20/23 16:19 67-66-30.50 0.069 1
Chloromethane ND ug/L 09/20/23 16:19 74-87-31.0 0.18 1
2-Chlorotoluene ND ug/L 09/20/23 16:19 95-49-80.50 0.13 1
4-Chlorotoluene ND ug/L 09/20/23 16:19 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane ND ug/L 09/20/23 16:19 96-12-81.0 0.18 1
Dibromochloromethane ND ug/L 09/20/23 16:19 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)ND ug/L 09/20/23 16:19 106-93-40.50 0.15 1
Dibromomethane ND ug/L 09/20/23 16:19 74-95-30.50 0.19 1
1,2-Dichlorobenzene ND ug/L 09/20/23 16:19 95-50-10.50 0.094 1
1,3-Dichlorobenzene ND ug/L 09/20/23 16:19 541-73-10.50 0.098 1
1,4-Dichlorobenzene ND ug/L 09/20/23 16:19 106-46-70.50 0.090 1
Dichlorodifluoromethane ND ug/L 09/20/23 16:19 75-71-80.50 0.12 1
1,1-Dichloroethane ND ug/L 09/20/23 16:19 75-34-30.50 0.056 1
1,2-Dichloroethane 0.11J ug/L 09/20/23 16:19 107-06-20.50 0.11 1
1,1-Dichloroethene ND ug/L 09/20/23 16:19 75-35-40.50 0.079 1
cis-1,2-Dichloroethene ND ug/L 09/20/23 16:19 156-59-20.50 0.11 1
trans-1,2-Dichloroethene ND ug/L 09/20/23 16:19 156-60-50.50 0.10 1
1,2-Dichloropropane ND ug/L 09/20/23 16:19 78-87-50.50 0.14 1
1,3-Dichloropropane ND ug/L 09/20/23 16:19 142-28-90.50 0.085 1
2,2-Dichloropropane ND ug/L 09/20/23 16:19 594-20-70.50 0.12 1
1,1-Dichloropropene ND ug/L 09/20/23 16:19 563-58-60.50 0.066 1
cis-1,3-Dichloropropene ND ug/L 09/20/23 16:19 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene ND ug/L 09/20/23 16:19 10061-02-60.50 0.13 1
Diisopropyl ether ND ug/L 09/20/23 16:19 108-20-30.50 0.072 1
Ethanol ND ug/L 09/20/23 16:19 64-17-52005.0 1
Ethylbenzene 1.7 ug/L 09/20/23 16:19 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene ND ug/L 09/20/23 16:19 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)1.9 ug/L 09/20/23 16:19 98-82-80.50 0.11 1
Methylene Chloride ND ug/L 09/20/23 16:19 75-09-22.0 1.9 1
Methyl-tert-butyl ether ND ug/L 09/20/23 16:19 1634-04-40.50 0.053 1
Naphthalene 0.31J ug/L 09/20/23 16:19 91-20-32.0 0.10 1
n-Propylbenzene 0.58 ug/L 09/20/23 16:19 103-65-10.50 0.10 1
Styrene ND ug/L 09/20/23 16:19 100-42-50.50 0.14 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:FORMER SMITH MW-1 Lab ID:92688105001 Collected:09/13/23 10:25 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,1,2-Tetrachloroethane ND ug/L 09/20/23 16:19 630-20-60.50 0.091 1
1,1,2,2-Tetrachloroethane ND ug/L 09/20/23 16:19 79-34-50.50 0.074 1
Tetrachloroethene ND ug/L 09/20/23 16:19 127-18-40.50 0.086 1
Toluene 0.13J ug/L 09/20/23 16:19 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene ND ug/L 09/20/23 16:19 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene ND ug/L 09/20/23 16:19 120-82-12.0 0.16 1
1,1,1-Trichloroethane ND ug/L 09/20/23 16:19 71-55-60.50 0.11 1
1,1,2-Trichloroethane ND ug/L 09/20/23 16:19 79-00-50.50 0.096 1
Trichloroethene ND ug/L 09/20/23 16:19 79-01-60.50 0.17 1
Trichlorofluoromethane ND ug/L 09/20/23 16:19 75-69-41.0 0.14 1
1,2,3-Trichloropropane ND ug/L 09/20/23 16:19 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene 0.54 ug/L 09/20/23 16:19 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene 0.11J ug/L 09/20/23 16:19 108-67-80.50 0.071 1
Vinyl chloride ND ug/L 09/20/23 16:19 75-01-41.0 0.15 1
m&p-Xylene 0.74J ug/L 09/20/23 16:19 179601-23-11.0 0.094 1
o-Xylene 0.37J ug/L 09/20/23 16:19 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)93 %09/20/23 16:19 17060-07-0 HS70-130 1
4-Bromofluorobenzene (S)97 %09/20/23 16:19 460-00-470-130 1
Toluene-d8 (S)99 %09/20/23 16:19 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:FIELD DUPLICATE Lab ID:92688105002 Collected:09/13/23 10:30 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 20.0 ug/L 09/20/23 16:37 71-43-20.50 0.079 1
Bromobenzene ND ug/L 09/20/23 16:37 108-86-10.50 0.14 1
Bromochloromethane ND ug/L 09/20/23 16:37 74-97-50.50 0.094 1
Bromodichloromethane ND ug/L 09/20/23 16:37 75-27-40.50 0.17 1
Bromoform ND ug/L 09/20/23 16:37 75-25-20.50 0.20 1
Bromomethane ND ug/L 09/20/23 16:37 74-83-95.0 0.22 1
n-Butylbenzene ND ug/L 09/20/23 16:37 104-51-80.50 0.066 1
sec-Butylbenzene 0.43J ug/L 09/20/23 16:37 135-98-80.50 0.085 1
tert-Butylbenzene 0.13J ug/L 09/20/23 16:37 98-06-60.50 0.086 1
Carbon tetrachloride ND ug/L 09/20/23 16:37 56-23-50.50 0.17 1
Chlorobenzene ND ug/L 09/20/23 16:37 108-90-70.50 0.085 1
Chloroethane ND ug/L 09/20/23 16:37 75-00-31.0 0.17 1
Chloroform ND ug/L 09/20/23 16:37 67-66-30.50 0.069 1
Chloromethane ND ug/L 09/20/23 16:37 74-87-31.0 0.18 1
2-Chlorotoluene ND ug/L 09/20/23 16:37 95-49-80.50 0.13 1
4-Chlorotoluene ND ug/L 09/20/23 16:37 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane ND ug/L 09/20/23 16:37 96-12-81.0 0.18 1
Dibromochloromethane ND ug/L 09/20/23 16:37 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)ND ug/L 09/20/23 16:37 106-93-40.50 0.15 1
Dibromomethane ND ug/L 09/20/23 16:37 74-95-30.50 0.19 1
1,2-Dichlorobenzene ND ug/L 09/20/23 16:37 95-50-10.50 0.094 1
1,3-Dichlorobenzene ND ug/L 09/20/23 16:37 541-73-10.50 0.098 1
1,4-Dichlorobenzene ND ug/L 09/20/23 16:37 106-46-70.50 0.090 1
Dichlorodifluoromethane ND ug/L 09/20/23 16:37 75-71-80.50 0.12 1
1,1-Dichloroethane ND ug/L 09/20/23 16:37 75-34-30.50 0.056 1
1,2-Dichloroethane ND ug/L 09/20/23 16:37 107-06-20.50 0.11 1
1,1-Dichloroethene ND ug/L 09/20/23 16:37 75-35-40.50 0.079 1
cis-1,2-Dichloroethene ND ug/L 09/20/23 16:37 156-59-20.50 0.11 1
trans-1,2-Dichloroethene ND ug/L 09/20/23 16:37 156-60-50.50 0.10 1
1,2-Dichloropropane ND ug/L 09/20/23 16:37 78-87-50.50 0.14 1
1,3-Dichloropropane ND ug/L 09/20/23 16:37 142-28-90.50 0.085 1
2,2-Dichloropropane ND ug/L 09/20/23 16:37 594-20-70.50 0.12 1
1,1-Dichloropropene ND ug/L 09/20/23 16:37 563-58-60.50 0.066 1
cis-1,3-Dichloropropene ND ug/L 09/20/23 16:37 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene ND ug/L 09/20/23 16:37 10061-02-60.50 0.13 1
Diisopropyl ether ND ug/L 09/20/23 16:37 108-20-30.50 0.072 1
Ethanol ND ug/L 09/20/23 16:37 64-17-52005.0 1
Ethylbenzene 1.5 ug/L 09/20/23 16:37 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene ND ug/L 09/20/23 16:37 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)1.5 ug/L 09/20/23 16:37 98-82-80.50 0.11 1
Methylene Chloride ND ug/L 09/20/23 16:37 75-09-22.0 1.9 1
Methyl-tert-butyl ether ND ug/L 09/20/23 16:37 1634-04-40.50 0.053 1
Naphthalene 0.26J ug/L 09/20/23 16:37 91-20-32.0 0.10 1
n-Propylbenzene 0.50 ug/L 09/20/23 16:37 103-65-10.50 0.10 1
Styrene ND ug/L 09/20/23 16:37 100-42-50.50 0.14 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:FIELD DUPLICATE Lab ID:92688105002 Collected:09/13/23 10:30 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,1,2-Tetrachloroethane ND ug/L 09/20/23 16:37 630-20-60.50 0.091 1
1,1,2,2-Tetrachloroethane ND ug/L 09/20/23 16:37 79-34-50.50 0.074 1
Tetrachloroethene ND ug/L 09/20/23 16:37 127-18-40.50 0.086 1
Toluene 0.14J ug/L 09/20/23 16:37 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene ND ug/L 09/20/23 16:37 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene ND ug/L 09/20/23 16:37 120-82-12.0 0.16 1
1,1,1-Trichloroethane ND ug/L 09/20/23 16:37 71-55-60.50 0.11 1
1,1,2-Trichloroethane ND ug/L 09/20/23 16:37 79-00-50.50 0.096 1
Trichloroethene ND ug/L 09/20/23 16:37 79-01-60.50 0.17 1
Trichlorofluoromethane ND ug/L 09/20/23 16:37 75-69-41.0 0.14 1
1,2,3-Trichloropropane ND ug/L 09/20/23 16:37 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene 0.51 ug/L 09/20/23 16:37 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene 0.11J ug/L 09/20/23 16:37 108-67-80.50 0.071 1
Vinyl chloride ND ug/L 09/20/23 16:37 75-01-41.0 0.15 1
m&p-Xylene 0.71J ug/L 09/20/23 16:37 179601-23-11.0 0.094 1
o-Xylene 0.34J ug/L 09/20/23 16:37 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)94 %09/20/23 16:37 17060-07-0 HS70-130 1
4-Bromofluorobenzene (S)99 %09/20/23 16:37 460-00-470-130 1
Toluene-d8 (S)99 %09/20/23 16:37 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:MW-2 Lab ID:92688105003 Collected:09/13/23 11:35 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 0.19J ug/L 09/20/23 16:55 71-43-2 C80.50 0.079 1
Bromobenzene ND ug/L 09/20/23 16:55 108-86-10.50 0.14 1
Bromochloromethane ND ug/L 09/20/23 16:55 74-97-50.50 0.094 1
Bromodichloromethane ND ug/L 09/20/23 16:55 75-27-40.50 0.17 1
Bromoform ND ug/L 09/20/23 16:55 75-25-20.50 0.20 1
Bromomethane ND ug/L 09/20/23 16:55 74-83-95.0 0.22 1
n-Butylbenzene ND ug/L 09/20/23 16:55 104-51-80.50 0.066 1
sec-Butylbenzene ND ug/L 09/20/23 16:55 135-98-80.50 0.085 1
tert-Butylbenzene ND ug/L 09/20/23 16:55 98-06-60.50 0.086 1
Carbon tetrachloride ND ug/L 09/20/23 16:55 56-23-50.50 0.17 1
Chlorobenzene ND ug/L 09/20/23 16:55 108-90-70.50 0.085 1
Chloroethane ND ug/L 09/20/23 16:55 75-00-31.0 0.17 1
Chloroform ND ug/L 09/20/23 16:55 67-66-30.50 0.069 1
Chloromethane ND ug/L 09/20/23 16:55 74-87-31.0 0.18 1
2-Chlorotoluene ND ug/L 09/20/23 16:55 95-49-80.50 0.13 1
4-Chlorotoluene ND ug/L 09/20/23 16:55 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane ND ug/L 09/20/23 16:55 96-12-81.0 0.18 1
Dibromochloromethane ND ug/L 09/20/23 16:55 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)ND ug/L 09/20/23 16:55 106-93-40.50 0.15 1
Dibromomethane ND ug/L 09/20/23 16:55 74-95-30.50 0.19 1
1,2-Dichlorobenzene ND ug/L 09/20/23 16:55 95-50-10.50 0.094 1
1,3-Dichlorobenzene ND ug/L 09/20/23 16:55 541-73-10.50 0.098 1
1,4-Dichlorobenzene ND ug/L 09/20/23 16:55 106-46-70.50 0.090 1
Dichlorodifluoromethane ND ug/L 09/20/23 16:55 75-71-80.50 0.12 1
1,1-Dichloroethane ND ug/L 09/20/23 16:55 75-34-30.50 0.056 1
1,2-Dichloroethane ND ug/L 09/20/23 16:55 107-06-20.50 0.11 1
1,1-Dichloroethene ND ug/L 09/20/23 16:55 75-35-40.50 0.079 1
cis-1,2-Dichloroethene ND ug/L 09/20/23 16:55 156-59-20.50 0.11 1
trans-1,2-Dichloroethene ND ug/L 09/20/23 16:55 156-60-50.50 0.10 1
1,2-Dichloropropane ND ug/L 09/20/23 16:55 78-87-50.50 0.14 1
1,3-Dichloropropane ND ug/L 09/20/23 16:55 142-28-90.50 0.085 1
2,2-Dichloropropane ND ug/L 09/20/23 16:55 594-20-70.50 0.12 1
1,1-Dichloropropene ND ug/L 09/20/23 16:55 563-58-60.50 0.066 1
cis-1,3-Dichloropropene ND ug/L 09/20/23 16:55 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene ND ug/L 09/20/23 16:55 10061-02-60.50 0.13 1
Diisopropyl ether ND ug/L 09/20/23 16:55 108-20-30.50 0.072 1
Ethanol ND ug/L 09/20/23 16:55 64-17-52005.0 1
Ethylbenzene ND ug/L 09/20/23 16:55 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene ND ug/L 09/20/23 16:55 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)ND ug/L 09/20/23 16:55 98-82-80.50 0.11 1
Methylene Chloride ND ug/L 09/20/23 16:55 75-09-22.0 1.9 1
Methyl-tert-butyl ether ND ug/L 09/20/23 16:55 1634-04-40.50 0.053 1
Naphthalene ND ug/L 09/20/23 16:55 91-20-32.0 0.10 1
n-Propylbenzene ND ug/L 09/20/23 16:55 103-65-10.50 0.10 1
Styrene ND ug/L 09/20/23 16:55 100-42-50.50 0.14 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:MW-2 Lab ID:92688105003 Collected:09/13/23 11:35 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,1,2-Tetrachloroethane ND ug/L 09/20/23 16:55 630-20-60.50 0.091 1
1,1,2,2-Tetrachloroethane ND ug/L 09/20/23 16:55 79-34-50.50 0.074 1
Tetrachloroethene ND ug/L 09/20/23 16:55 127-18-40.50 0.086 1
Toluene ND ug/L 09/20/23 16:55 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene ND ug/L 09/20/23 16:55 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene ND ug/L 09/20/23 16:55 120-82-12.0 0.16 1
1,1,1-Trichloroethane ND ug/L 09/20/23 16:55 71-55-60.50 0.11 1
1,1,2-Trichloroethane ND ug/L 09/20/23 16:55 79-00-50.50 0.096 1
Trichloroethene ND ug/L 09/20/23 16:55 79-01-60.50 0.17 1
Trichlorofluoromethane ND ug/L 09/20/23 16:55 75-69-41.0 0.14 1
1,2,3-Trichloropropane ND ug/L 09/20/23 16:55 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene ND ug/L 09/20/23 16:55 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene ND ug/L 09/20/23 16:55 108-67-80.50 0.071 1
Vinyl chloride ND ug/L 09/20/23 16:55 75-01-41.0 0.15 1
m&p-Xylene ND ug/L 09/20/23 16:55 179601-23-11.0 0.094 1
o-Xylene ND ug/L 09/20/23 16:55 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)99 %09/20/23 16:55 17060-07-0 HS70-130 1
4-Bromofluorobenzene (S)97 %09/20/23 16:55 460-00-470-130 1
Toluene-d8 (S)101 %09/20/23 16:55 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:MW-3 Lab ID:92688105004 Collected:09/13/23 12:15 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 09/20/23 17:13 71-43-20.50 0.079 1
Bromobenzene ND ug/L 09/20/23 17:13 108-86-10.50 0.14 1
Bromochloromethane ND ug/L 09/20/23 17:13 74-97-50.50 0.094 1
Bromodichloromethane ND ug/L 09/20/23 17:13 75-27-40.50 0.17 1
Bromoform ND ug/L 09/20/23 17:13 75-25-20.50 0.20 1
Bromomethane ND ug/L 09/20/23 17:13 74-83-95.0 0.22 1
n-Butylbenzene ND ug/L 09/20/23 17:13 104-51-80.50 0.066 1
sec-Butylbenzene ND ug/L 09/20/23 17:13 135-98-80.50 0.085 1
tert-Butylbenzene ND ug/L 09/20/23 17:13 98-06-60.50 0.086 1
Carbon tetrachloride ND ug/L 09/20/23 17:13 56-23-50.50 0.17 1
Chlorobenzene ND ug/L 09/20/23 17:13 108-90-70.50 0.085 1
Chloroethane ND ug/L 09/20/23 17:13 75-00-31.0 0.17 1
Chloroform 0.31J ug/L 09/20/23 17:13 67-66-30.50 0.069 1
Chloromethane ND ug/L 09/20/23 17:13 74-87-31.0 0.18 1
2-Chlorotoluene ND ug/L 09/20/23 17:13 95-49-80.50 0.13 1
4-Chlorotoluene ND ug/L 09/20/23 17:13 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane ND ug/L 09/20/23 17:13 96-12-81.0 0.18 1
Dibromochloromethane ND ug/L 09/20/23 17:13 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)ND ug/L 09/20/23 17:13 106-93-40.50 0.15 1
Dibromomethane ND ug/L 09/20/23 17:13 74-95-30.50 0.19 1
1,2-Dichlorobenzene ND ug/L 09/20/23 17:13 95-50-10.50 0.094 1
1,3-Dichlorobenzene ND ug/L 09/20/23 17:13 541-73-10.50 0.098 1
1,4-Dichlorobenzene ND ug/L 09/20/23 17:13 106-46-70.50 0.090 1
Dichlorodifluoromethane ND ug/L 09/20/23 17:13 75-71-80.50 0.12 1
1,1-Dichloroethane ND ug/L 09/20/23 17:13 75-34-30.50 0.056 1
1,2-Dichloroethane ND ug/L 09/20/23 17:13 107-06-20.50 0.11 1
1,1-Dichloroethene ND ug/L 09/20/23 17:13 75-35-40.50 0.079 1
cis-1,2-Dichloroethene ND ug/L 09/20/23 17:13 156-59-20.50 0.11 1
trans-1,2-Dichloroethene ND ug/L 09/20/23 17:13 156-60-50.50 0.10 1
1,2-Dichloropropane ND ug/L 09/20/23 17:13 78-87-50.50 0.14 1
1,3-Dichloropropane ND ug/L 09/20/23 17:13 142-28-90.50 0.085 1
2,2-Dichloropropane ND ug/L 09/20/23 17:13 594-20-70.50 0.12 1
1,1-Dichloropropene ND ug/L 09/20/23 17:13 563-58-60.50 0.066 1
cis-1,3-Dichloropropene ND ug/L 09/20/23 17:13 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene ND ug/L 09/20/23 17:13 10061-02-60.50 0.13 1
Diisopropyl ether ND ug/L 09/20/23 17:13 108-20-30.50 0.072 1
Ethanol ND ug/L 09/20/23 17:13 64-17-52005.0 1
Ethylbenzene ND ug/L 09/20/23 17:13 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene ND ug/L 09/20/23 17:13 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)ND ug/L 09/20/23 17:13 98-82-80.50 0.11 1
Methylene Chloride ND ug/L 09/20/23 17:13 75-09-22.0 1.9 1
Methyl-tert-butyl ether ND ug/L 09/20/23 17:13 1634-04-40.50 0.053 1
Naphthalene ND ug/L 09/20/23 17:13 91-20-32.0 0.10 1
n-Propylbenzene ND ug/L 09/20/23 17:13 103-65-10.50 0.10 1
Styrene ND ug/L 09/20/23 17:13 100-42-50.50 0.14 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:MW-3 Lab ID:92688105004 Collected:09/13/23 12:15 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,1,2-Tetrachloroethane ND ug/L 09/20/23 17:13 630-20-60.50 0.091 1
1,1,2,2-Tetrachloroethane ND ug/L 09/20/23 17:13 79-34-50.50 0.074 1
Tetrachloroethene ND ug/L 09/20/23 17:13 127-18-40.50 0.086 1
Toluene ND ug/L 09/20/23 17:13 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene ND ug/L 09/20/23 17:13 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene ND ug/L 09/20/23 17:13 120-82-12.0 0.16 1
1,1,1-Trichloroethane ND ug/L 09/20/23 17:13 71-55-60.50 0.11 1
1,1,2-Trichloroethane ND ug/L 09/20/23 17:13 79-00-50.50 0.096 1
Trichloroethene ND ug/L 09/20/23 17:13 79-01-60.50 0.17 1
Trichlorofluoromethane ND ug/L 09/20/23 17:13 75-69-41.0 0.14 1
1,2,3-Trichloropropane ND ug/L 09/20/23 17:13 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene ND ug/L 09/20/23 17:13 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene ND ug/L 09/20/23 17:13 108-67-80.50 0.071 1
Vinyl chloride ND ug/L 09/20/23 17:13 75-01-41.0 0.15 1
m&p-Xylene ND ug/L 09/20/23 17:13 179601-23-11.0 0.094 1
o-Xylene ND ug/L 09/20/23 17:13 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)97 %09/20/23 17:13 17060-07-0 HS70-130 1
4-Bromofluorobenzene (S)97 %09/20/23 17:13 460-00-470-130 1
Toluene-d8 (S)101 %09/20/23 17:13 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:WSW-HARKEY Lab ID:92688105005 Collected:09/13/23 12:37 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 09/20/23 17:32 71-43-20.50 0.079 1
Bromobenzene ND ug/L 09/20/23 17:32 108-86-10.50 0.14 1
Bromochloromethane ND ug/L 09/20/23 17:32 74-97-50.50 0.094 1
Bromodichloromethane 9.5 ug/L 09/20/23 17:32 75-27-40.50 0.17 1
Bromoform ND ug/L 09/20/23 17:32 75-25-20.50 0.20 1
Bromomethane ND ug/L 09/20/23 17:32 74-83-95.0 0.22 1
n-Butylbenzene ND ug/L 09/20/23 17:32 104-51-80.50 0.066 1
sec-Butylbenzene ND ug/L 09/20/23 17:32 135-98-80.50 0.085 1
tert-Butylbenzene ND ug/L 09/20/23 17:32 98-06-60.50 0.086 1
Carbon tetrachloride ND ug/L 09/20/23 17:32 56-23-50.50 0.17 1
Chlorobenzene ND ug/L 09/20/23 17:32 108-90-70.50 0.085 1
Chloroethane ND ug/L 09/20/23 17:32 75-00-31.0 0.17 1
Chloroform 50.1 ug/L 09/20/23 17:32 67-66-30.50 0.069 1
Chloromethane ND ug/L 09/20/23 17:32 74-87-31.0 0.18 1
2-Chlorotoluene ND ug/L 09/20/23 17:32 95-49-80.50 0.13 1
4-Chlorotoluene ND ug/L 09/20/23 17:32 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane ND ug/L 09/20/23 17:32 96-12-81.0 0.18 1
Dibromochloromethane 1.7 ug/L 09/20/23 17:32 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)ND ug/L 09/20/23 17:32 106-93-40.50 0.15 1
Dibromomethane ND ug/L 09/20/23 17:32 74-95-30.50 0.19 1
1,2-Dichlorobenzene ND ug/L 09/20/23 17:32 95-50-10.50 0.094 1
1,3-Dichlorobenzene ND ug/L 09/20/23 17:32 541-73-10.50 0.098 1
1,4-Dichlorobenzene ND ug/L 09/20/23 17:32 106-46-70.50 0.090 1
Dichlorodifluoromethane ND ug/L 09/20/23 17:32 75-71-80.50 0.12 1
1,1-Dichloroethane ND ug/L 09/20/23 17:32 75-34-30.50 0.056 1
1,2-Dichloroethane ND ug/L 09/20/23 17:32 107-06-20.50 0.11 1
1,1-Dichloroethene ND ug/L 09/20/23 17:32 75-35-40.50 0.079 1
cis-1,2-Dichloroethene ND ug/L 09/20/23 17:32 156-59-20.50 0.11 1
trans-1,2-Dichloroethene ND ug/L 09/20/23 17:32 156-60-50.50 0.10 1
1,2-Dichloropropane ND ug/L 09/20/23 17:32 78-87-50.50 0.14 1
1,3-Dichloropropane ND ug/L 09/20/23 17:32 142-28-90.50 0.085 1
2,2-Dichloropropane ND ug/L 09/20/23 17:32 594-20-70.50 0.12 1
1,1-Dichloropropene ND ug/L 09/20/23 17:32 563-58-60.50 0.066 1
cis-1,3-Dichloropropene ND ug/L 09/20/23 17:32 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene ND ug/L 09/20/23 17:32 10061-02-60.50 0.13 1
Diisopropyl ether ND ug/L 09/20/23 17:32 108-20-30.50 0.072 1
Ethanol ND ug/L 09/20/23 17:32 64-17-52005.0 1
Ethylbenzene ND ug/L 09/20/23 17:32 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene ND ug/L 09/20/23 17:32 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)ND ug/L 09/20/23 17:32 98-82-80.50 0.11 1
Methylene Chloride ND ug/L 09/20/23 17:32 75-09-22.0 1.9 1
Methyl-tert-butyl ether ND ug/L 09/20/23 17:32 1634-04-40.50 0.053 1
Naphthalene ND ug/L 09/20/23 17:32 91-20-32.0 0.10 1
n-Propylbenzene ND ug/L 09/20/23 17:32 103-65-10.50 0.10 1
Styrene ND ug/L 09/20/23 17:32 100-42-50.50 0.14 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:WSW-HARKEY Lab ID:92688105005 Collected:09/13/23 12:37 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,1,2-Tetrachloroethane ND ug/L 09/20/23 17:32 630-20-60.50 0.091 1
1,1,2,2-Tetrachloroethane ND ug/L 09/20/23 17:32 79-34-50.50 0.074 1
Tetrachloroethene ND ug/L 09/20/23 17:32 127-18-40.50 0.086 1
Toluene ND ug/L 09/20/23 17:32 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene ND ug/L 09/20/23 17:32 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene ND ug/L 09/20/23 17:32 120-82-12.0 0.16 1
1,1,1-Trichloroethane ND ug/L 09/20/23 17:32 71-55-60.50 0.11 1
1,1,2-Trichloroethane ND ug/L 09/20/23 17:32 79-00-50.50 0.096 1
Trichloroethene ND ug/L 09/20/23 17:32 79-01-60.50 0.17 1
Trichlorofluoromethane ND ug/L 09/20/23 17:32 75-69-41.0 0.14 1
1,2,3-Trichloropropane ND ug/L 09/20/23 17:32 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene ND ug/L 09/20/23 17:32 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene ND ug/L 09/20/23 17:32 108-67-80.50 0.071 1
Vinyl chloride ND ug/L 09/20/23 17:32 75-01-41.0 0.15 1
m&p-Xylene ND ug/L 09/20/23 17:32 179601-23-11.0 0.094 1
o-Xylene ND ug/L 09/20/23 17:32 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)101 %09/20/23 17:32 17060-07-0 HS70-130 1
4-Bromofluorobenzene (S)98 %09/20/23 17:32 460-00-470-130 1
Toluene-d8 (S)99 %09/20/23 17:32 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:KLUTTZ MW-1 Lab ID:92688105006 Collected:09/13/23 13:42 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 09/20/23 17:50 71-43-20.50 0.079 1
Bromobenzene ND ug/L 09/20/23 17:50 108-86-10.50 0.14 1
Bromochloromethane ND ug/L 09/20/23 17:50 74-97-50.50 0.094 1
Bromodichloromethane ND ug/L 09/20/23 17:50 75-27-40.50 0.17 1
Bromoform ND ug/L 09/20/23 17:50 75-25-20.50 0.20 1
Bromomethane ND ug/L 09/20/23 17:50 74-83-95.0 0.22 1
n-Butylbenzene ND ug/L 09/20/23 17:50 104-51-80.50 0.066 1
sec-Butylbenzene ND ug/L 09/20/23 17:50 135-98-80.50 0.085 1
tert-Butylbenzene ND ug/L 09/20/23 17:50 98-06-60.50 0.086 1
Carbon tetrachloride ND ug/L 09/20/23 17:50 56-23-50.50 0.17 1
Chlorobenzene ND ug/L 09/20/23 17:50 108-90-70.50 0.085 1
Chloroethane ND ug/L 09/20/23 17:50 75-00-31.0 0.17 1
Chloroform ND ug/L 09/20/23 17:50 67-66-30.50 0.069 1
Chloromethane ND ug/L 09/20/23 17:50 74-87-31.0 0.18 1
2-Chlorotoluene ND ug/L 09/20/23 17:50 95-49-80.50 0.13 1
4-Chlorotoluene ND ug/L 09/20/23 17:50 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane ND ug/L 09/20/23 17:50 96-12-81.0 0.18 1
Dibromochloromethane ND ug/L 09/20/23 17:50 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)ND ug/L 09/20/23 17:50 106-93-40.50 0.15 1
Dibromomethane ND ug/L 09/20/23 17:50 74-95-30.50 0.19 1
1,2-Dichlorobenzene ND ug/L 09/20/23 17:50 95-50-10.50 0.094 1
1,3-Dichlorobenzene ND ug/L 09/20/23 17:50 541-73-10.50 0.098 1
1,4-Dichlorobenzene ND ug/L 09/20/23 17:50 106-46-70.50 0.090 1
Dichlorodifluoromethane ND ug/L 09/20/23 17:50 75-71-80.50 0.12 1
1,1-Dichloroethane ND ug/L 09/20/23 17:50 75-34-30.50 0.056 1
1,2-Dichloroethane ND ug/L 09/20/23 17:50 107-06-20.50 0.11 1
1,1-Dichloroethene ND ug/L 09/20/23 17:50 75-35-40.50 0.079 1
cis-1,2-Dichloroethene ND ug/L 09/20/23 17:50 156-59-20.50 0.11 1
trans-1,2-Dichloroethene ND ug/L 09/20/23 17:50 156-60-50.50 0.10 1
1,2-Dichloropropane ND ug/L 09/20/23 17:50 78-87-50.50 0.14 1
1,3-Dichloropropane ND ug/L 09/20/23 17:50 142-28-90.50 0.085 1
2,2-Dichloropropane ND ug/L 09/20/23 17:50 594-20-70.50 0.12 1
1,1-Dichloropropene ND ug/L 09/20/23 17:50 563-58-60.50 0.066 1
cis-1,3-Dichloropropene ND ug/L 09/20/23 17:50 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene ND ug/L 09/20/23 17:50 10061-02-60.50 0.13 1
Diisopropyl ether ND ug/L 09/20/23 17:50 108-20-30.50 0.072 1
Ethanol ND ug/L 09/20/23 17:50 64-17-52005.0 1
Ethylbenzene ND ug/L 09/20/23 17:50 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene ND ug/L 09/20/23 17:50 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)ND ug/L 09/20/23 17:50 98-82-80.50 0.11 1
Methylene Chloride ND ug/L 09/20/23 17:50 75-09-22.0 1.9 1
Methyl-tert-butyl ether ND ug/L 09/20/23 17:50 1634-04-40.50 0.053 1
Naphthalene ND ug/L 09/20/23 17:50 91-20-32.0 0.10 1
n-Propylbenzene ND ug/L 09/20/23 17:50 103-65-10.50 0.10 1
Styrene ND ug/L 09/20/23 17:50 100-42-50.50 0.14 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:KLUTTZ MW-1 Lab ID:92688105006 Collected:09/13/23 13:42 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,1,2-Tetrachloroethane ND ug/L 09/20/23 17:50 630-20-60.50 0.091 1
1,1,2,2-Tetrachloroethane ND ug/L 09/20/23 17:50 79-34-50.50 0.074 1
Tetrachloroethene ND ug/L 09/20/23 17:50 127-18-40.50 0.086 1
Toluene ND ug/L 09/20/23 17:50 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene ND ug/L 09/20/23 17:50 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene ND ug/L 09/20/23 17:50 120-82-12.0 0.16 1
1,1,1-Trichloroethane ND ug/L 09/20/23 17:50 71-55-60.50 0.11 1
1,1,2-Trichloroethane ND ug/L 09/20/23 17:50 79-00-50.50 0.096 1
Trichloroethene ND ug/L 09/20/23 17:50 79-01-60.50 0.17 1
Trichlorofluoromethane ND ug/L 09/20/23 17:50 75-69-41.0 0.14 1
1,2,3-Trichloropropane ND ug/L 09/20/23 17:50 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene ND ug/L 09/20/23 17:50 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene ND ug/L 09/20/23 17:50 108-67-80.50 0.071 1
Vinyl chloride ND ug/L 09/20/23 17:50 75-01-41.0 0.15 1
m&p-Xylene ND ug/L 09/20/23 17:50 179601-23-11.0 0.094 1
o-Xylene ND ug/L 09/20/23 17:50 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)97 %09/20/23 17:50 17060-07-0 HS70-130 1
4-Bromofluorobenzene (S)97 %09/20/23 17:50 460-00-470-130 1
Toluene-d8 (S)100 %09/20/23 17:50 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:KLUTTZ WSW Lab ID:92688105007 Collected:09/13/23 14:07 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 09/20/23 18:08 71-43-20.50 0.079 1
Bromobenzene ND ug/L 09/20/23 18:08 108-86-10.50 0.14 1
Bromochloromethane ND ug/L 09/20/23 18:08 74-97-50.50 0.094 1
Bromodichloromethane ND ug/L 09/20/23 18:08 75-27-40.50 0.17 1
Bromoform ND ug/L 09/20/23 18:08 75-25-20.50 0.20 1
Bromomethane ND ug/L 09/20/23 18:08 74-83-95.0 0.22 1
n-Butylbenzene ND ug/L 09/20/23 18:08 104-51-80.50 0.066 1
sec-Butylbenzene ND ug/L 09/20/23 18:08 135-98-80.50 0.085 1
tert-Butylbenzene ND ug/L 09/20/23 18:08 98-06-60.50 0.086 1
Carbon tetrachloride ND ug/L 09/20/23 18:08 56-23-50.50 0.17 1
Chlorobenzene ND ug/L 09/20/23 18:08 108-90-70.50 0.085 1
Chloroethane ND ug/L 09/20/23 18:08 75-00-31.0 0.17 1
Chloroform ND ug/L 09/20/23 18:08 67-66-30.50 0.069 1
Chloromethane ND ug/L 09/20/23 18:08 74-87-31.0 0.18 1
2-Chlorotoluene ND ug/L 09/20/23 18:08 95-49-80.50 0.13 1
4-Chlorotoluene ND ug/L 09/20/23 18:08 106-43-40.50 0.096 1
1,2-Dibromo-3-chloropropane ND ug/L 09/20/23 18:08 96-12-81.0 0.18 1
Dibromochloromethane ND ug/L 09/20/23 18:08 124-48-10.50 0.15 1
1,2-Dibromoethane (EDB)ND ug/L 09/20/23 18:08 106-93-40.50 0.15 1
Dibromomethane ND ug/L 09/20/23 18:08 74-95-30.50 0.19 1
1,2-Dichlorobenzene ND ug/L 09/20/23 18:08 95-50-10.50 0.094 1
1,3-Dichlorobenzene ND ug/L 09/20/23 18:08 541-73-10.50 0.098 1
1,4-Dichlorobenzene ND ug/L 09/20/23 18:08 106-46-70.50 0.090 1
Dichlorodifluoromethane ND ug/L 09/20/23 18:08 75-71-80.50 0.12 1
1,1-Dichloroethane ND ug/L 09/20/23 18:08 75-34-30.50 0.056 1
1,2-Dichloroethane ND ug/L 09/20/23 18:08 107-06-20.50 0.11 1
1,1-Dichloroethene ND ug/L 09/20/23 18:08 75-35-40.50 0.079 1
cis-1,2-Dichloroethene ND ug/L 09/20/23 18:08 156-59-20.50 0.11 1
trans-1,2-Dichloroethene ND ug/L 09/20/23 18:08 156-60-50.50 0.10 1
1,2-Dichloropropane ND ug/L 09/20/23 18:08 78-87-50.50 0.14 1
1,3-Dichloropropane ND ug/L 09/20/23 18:08 142-28-90.50 0.085 1
2,2-Dichloropropane ND ug/L 09/20/23 18:08 594-20-70.50 0.12 1
1,1-Dichloropropene ND ug/L 09/20/23 18:08 563-58-60.50 0.066 1
cis-1,3-Dichloropropene ND ug/L 09/20/23 18:08 10061-01-50.50 0.090 1
trans-1,3-Dichloropropene ND ug/L 09/20/23 18:08 10061-02-60.50 0.13 1
Diisopropyl ether ND ug/L 09/20/23 18:08 108-20-30.50 0.072 1
Ethanol ND ug/L 09/20/23 18:08 64-17-52005.0 1
Ethylbenzene ND ug/L 09/20/23 18:08 100-41-40.50 0.081 1
Hexachloro-1,3-butadiene ND ug/L 09/20/23 18:08 87-68-32.0 0.35 1
Isopropylbenzene (Cumene)ND ug/L 09/20/23 18:08 98-82-80.50 0.11 1
Methylene Chloride ND ug/L 09/20/23 18:08 75-09-22.0 1.9 1
Methyl-tert-butyl ether ND ug/L 09/20/23 18:08 1634-04-40.50 0.053 1
Naphthalene ND ug/L 09/20/23 18:08 91-20-32.0 0.10 1
n-Propylbenzene ND ug/L 09/20/23 18:08 103-65-10.50 0.10 1
Styrene ND ug/L 09/20/23 18:08 100-42-50.50 0.14 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Sample:KLUTTZ WSW Lab ID:92688105007 Collected:09/13/23 14:07 Received:09/13/23 15:32 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,1,2-Tetrachloroethane ND ug/L 09/20/23 18:08 630-20-60.50 0.091 1
1,1,2,2-Tetrachloroethane ND ug/L 09/20/23 18:08 79-34-50.50 0.074 1
Tetrachloroethene ND ug/L 09/20/23 18:08 127-18-40.50 0.086 1
Toluene ND ug/L 09/20/23 18:08 108-88-30.50 0.090 1
1,2,3-Trichlorobenzene ND ug/L 09/20/23 18:08 87-61-62.0 0.12 1
1,2,4-Trichlorobenzene ND ug/L 09/20/23 18:08 120-82-12.0 0.16 1
1,1,1-Trichloroethane ND ug/L 09/20/23 18:08 71-55-60.50 0.11 1
1,1,2-Trichloroethane ND ug/L 09/20/23 18:08 79-00-50.50 0.096 1
Trichloroethene ND ug/L 09/20/23 18:08 79-01-60.50 0.17 1
Trichlorofluoromethane ND ug/L 09/20/23 18:08 75-69-41.0 0.14 1
1,2,3-Trichloropropane ND ug/L 09/20/23 18:08 96-18-40.50 0.17 1
1,2,4-Trimethylbenzene ND ug/L 09/20/23 18:08 95-63-60.50 0.031 1
1,3,5-Trimethylbenzene ND ug/L 09/20/23 18:08 108-67-80.50 0.071 1
Vinyl chloride ND ug/L 09/20/23 18:08 75-01-41.0 0.15 1
m&p-Xylene ND ug/L 09/20/23 18:08 179601-23-11.0 0.094 1
o-Xylene ND ug/L 09/20/23 18:08 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)99 %09/20/23 18:08 17060-07-0 HS70-130 1
4-Bromofluorobenzene (S)97 %09/20/23 18:08 460-00-470-130 1
Toluene-d8 (S)99 %09/20/23 18:08 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
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Page 18 of 28
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
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.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
800450
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92688105001, 92688105002, 92688105003, 92688105004, 92688105005, 92688105006, 92688105007
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4145930
Associated Lab Samples:92688105001, 92688105002, 92688105003, 92688105004, 92688105005, 92688105006, 92688105007
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L ND 0.50 09/20/23 12:230.091
1,1,1-Trichloroethane ug/L ND 0.50 09/20/23 12:230.11
1,1,2,2-Tetrachloroethane ug/L ND 0.50 09/20/23 12:230.074
1,1,2-Trichloroethane ug/L ND 0.50 09/20/23 12:230.096
1,1-Dichloroethane ug/L ND 0.50 09/20/23 12:230.056
1,1-Dichloroethene ug/L ND 0.50 09/20/23 12:230.079
1,1-Dichloropropene ug/L ND 0.50 09/20/23 12:230.066
1,2,3-Trichlorobenzene ug/L ND 2.0 09/20/23 12:230.12
1,2,3-Trichloropropane ug/L ND 0.50 09/20/23 12:230.17
1,2,4-Trichlorobenzene ug/L ND 2.0 09/20/23 12:230.16
1,2,4-Trimethylbenzene ug/L ND 0.50 09/20/23 12:230.031
1,2-Dibromo-3-chloropropane ug/L ND 1.0 09/20/23 12:230.18
1,2-Dibromoethane (EDB)ug/L ND 0.50 09/20/23 12:230.15
1,2-Dichlorobenzene ug/L ND 0.50 09/20/23 12:230.094
1,2-Dichloroethane ug/L ND 0.50 09/20/23 12:230.11
1,2-Dichloropropane ug/L ND 0.50 09/20/23 12:230.14
1,3,5-Trimethylbenzene ug/L ND 0.50 09/20/23 12:230.071
1,3-Dichlorobenzene ug/L ND 0.50 09/20/23 12:230.098
1,3-Dichloropropane ug/L ND 0.50 09/20/23 12:230.085
1,4-Dichlorobenzene ug/L ND 0.50 09/20/23 12:230.090
2,2-Dichloropropane ug/L ND 0.50 09/20/23 12:230.12
2-Chlorotoluene ug/L ND 0.50 09/20/23 12:230.13
4-Chlorotoluene ug/L ND 0.50 09/20/23 12:230.096
Benzene ug/L ND 0.50 09/20/23 12:230.079
Bromobenzene ug/L ND 0.50 09/20/23 12:230.14
Bromochloromethane ug/L ND 0.50 09/20/23 12:230.094
Bromodichloromethane ug/L ND 0.50 09/20/23 12:230.17
Bromoform ug/L ND 0.50 09/20/23 12:230.20
Bromomethane ug/L ND 5.0 09/20/23 12:230.22
Carbon tetrachloride ug/L ND 0.50 09/20/23 12:230.17
Chlorobenzene ug/L ND 0.50 09/20/23 12:230.085
Chloroethane ug/L ND 1.0 09/20/23 12:230.17
Chloroform ug/L ND 0.50 09/20/23 12:230.069
Chloromethane ug/L ND 1.0 09/20/23 12:230.18
cis-1,2-Dichloroethene ug/L ND 0.50 09/20/23 12:230.11
cis-1,3-Dichloropropene ug/L ND 0.50 09/20/23 12:230.090
Dibromochloromethane ug/L ND 0.50 09/20/23 12:230.15
Dibromomethane ug/L ND 0.50 09/20/23 12:230.19
Dichlorodifluoromethane ug/L ND 0.50 09/20/23 12:230.12
Diisopropyl ether ug/L ND 0.50 09/20/23 12:230.072
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
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Page 19 of 28
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
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.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4145930
Associated Lab Samples:92688105001, 92688105002, 92688105003, 92688105004, 92688105005, 92688105006, 92688105007
Matrix:Water
AnalyzedMDL
Ethanol ug/L ND 200 09/20/23 12:235.0
Ethylbenzene ug/L ND 0.50 09/20/23 12:230.081
Hexachloro-1,3-butadiene ug/L ND 2.0 09/20/23 12:230.35
Isopropylbenzene (Cumene)ug/L ND 0.50 09/20/23 12:230.11
m&p-Xylene ug/L ND 1.0 09/20/23 12:230.094
Methyl-tert-butyl ether ug/L ND 0.50 09/20/23 12:230.053
Methylene Chloride ug/L ND 2.0 09/20/23 12:231.9
n-Butylbenzene ug/L ND 0.50 09/20/23 12:230.066
n-Propylbenzene ug/L ND 0.50 09/20/23 12:230.10
Naphthalene ug/L ND 2.0 09/20/23 12:230.10
o-Xylene ug/L ND 0.50 09/20/23 12:230.14
sec-Butylbenzene ug/L ND 0.50 09/20/23 12:230.085
Styrene ug/L ND 0.50 09/20/23 12:230.14
tert-Butylbenzene ug/L ND 0.50 09/20/23 12:230.086
Tetrachloroethene ug/L ND 0.50 09/20/23 12:230.086
Toluene ug/L ND 0.50 09/20/23 12:230.090
trans-1,2-Dichloroethene ug/L ND 0.50 09/20/23 12:230.10
trans-1,3-Dichloropropene ug/L ND 0.50 09/20/23 12:230.13
Trichloroethene ug/L ND 0.50 09/20/23 12:230.17
Trichlorofluoromethane ug/L ND 1.0 09/20/23 12:230.14
Vinyl chloride ug/L ND 1.0 09/20/23 12:230.15
1,2-Dichloroethane-d4 (S)%97 70-130 09/20/23 12:23
4-Bromofluorobenzene (S)%98 70-130 09/20/23 12:23
Toluene-d8 (S)%99 70-130 09/20/23 12:23
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4145931LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 22.520 112 60-140
1,1,1-Trichloroethane ug/L 20.720 103 60-140
1,1,2,2-Tetrachloroethane ug/L 21.820 109 60-140
1,1,2-Trichloroethane ug/L 22.020 110 60-140
1,1-Dichloroethane ug/L 21.020 105 60-140
1,1-Dichloroethene ug/L 21.820 109 60-140
1,1-Dichloropropene ug/L 22.320 111 60-140
1,2,3-Trichlorobenzene ug/L 22.520 113 60-140
1,2,3-Trichloropropane ug/L 21.220 106 60-140
1,2,4-Trichlorobenzene ug/L 21.820 109 60-140
1,2,4-Trimethylbenzene ug/L 21.420 107 60-140
1,2-Dibromo-3-chloropropane ug/L 18.020 90 60-140
1,2-Dibromoethane (EDB)ug/L 21.520 108 60-140
1,2-Dichlorobenzene ug/L 21.420 107 60-140
1,2-Dichloroethane ug/L 20.220 101 60-140
1,2-Dichloropropane ug/L 21.020 105 60-140
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
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Huntersville, NC 28078
[phone]
Page 20 of 28
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
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.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4145931LABORATORY CONTROL SAMPLE:
LCSSpike
1,3,5-Trimethylbenzene ug/L 21.420 107 60-140
1,3-Dichlorobenzene ug/L 21.820 109 60-140
1,3-Dichloropropane ug/L 20.420 102 60-140
1,4-Dichlorobenzene ug/L 20.820 104 60-140
2,2-Dichloropropane ug/L 25.020 125 60-140
2-Chlorotoluene ug/L 21.220 106 60-140
4-Chlorotoluene ug/L 21.320 107 60-140
Benzene ug/L 20.620 103 60-140
Bromobenzene ug/L 20.620 103 60-140
Bromochloromethane ug/L 19.420 97 60-140
Bromodichloromethane ug/L 20.620 103 60-140
Bromoform ug/L 18.020 90 60-140
Bromomethane ug/L 20.120 101 60-140
Carbon tetrachloride ug/L 21.320 106 60-140
Chlorobenzene ug/L 20.720 104 60-140
Chloroethane ug/L 19.420 97 60-140
Chloroform ug/L 21.120 106 60-140
Chloromethane ug/L 18.220 91 60-140
cis-1,2-Dichloroethene ug/L 20.720 104 60-140
cis-1,3-Dichloropropene ug/L 21.120 106 60-140
Dibromochloromethane ug/L 19.020 95 60-140
Dibromomethane ug/L 21.820 109 60-140
Dichlorodifluoromethane ug/L 21.520 108 60-140
Diisopropyl ether ug/L 20.320 102 60-140
Ethanol ug/L 848800 106 60-140
Ethylbenzene ug/L 20.820 104 60-140
Hexachloro-1,3-butadiene ug/L 23.320 117 60-140
Isopropylbenzene (Cumene)ug/L 22.020 110 60-140
m&p-Xylene ug/L 41.940 105 60-140
Methyl-tert-butyl ether ug/L 19.620 98 60-140
Methylene Chloride ug/L 18.720 93 60-140
n-Butylbenzene ug/L 23.020 115 60-140
n-Propylbenzene ug/L 21.120 106 60-140
Naphthalene ug/L 22.020 110 60-140
o-Xylene ug/L 21.020 105 60-140
sec-Butylbenzene ug/L 21.520 107 60-140
Styrene ug/L 21.820 109 60-140
tert-Butylbenzene ug/L 18.320 91 60-140
Tetrachloroethene ug/L 20.520 102 60-140
Toluene ug/L 20.320 101 60-140
trans-1,2-Dichloroethene ug/L 22.020 110 60-140
trans-1,3-Dichloropropene ug/L 21.220 106 60-140
Trichloroethene ug/L 22.020 110 60-140
Trichlorofluoromethane ug/L 19.520 97 60-140
Vinyl chloride ug/L 16.920 85 60-140
1,2-Dichloroethane-d4 (S)%96 70-130
4-Bromofluorobenzene (S)%100 70-130
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 21 of 28
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
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.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4145931LABORATORY CONTROL SAMPLE:
LCSSpike
Toluene-d8 (S)%100 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4145932MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92688105001
4145933
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 95 60-140115 19 3020ND19.0 23.0
1,1,1-Trichloroethane ug/L 20 94 60-140114 20 3020ND18.7 22.8
1,1,2,2-Tetrachloroethane ug/L 20 92 60-140112 19 3020ND18.4 22.3
1,1,2-Trichloroethane ug/L 20 97 60-140114 16 3020ND19.5 22.8
1,1-Dichloroethane ug/L 20 97 60-140115 17 3020ND19.4 23.0
1,1-Dichloroethene ug/L 20 104 60-140125 18 3020ND20.8 25.0
1,1-Dichloropropene ug/L 20 104 60-140122 16 3020ND20.8 24.3
1,2,3-Trichlorobenzene ug/L 20 88 60-140109 21 3020ND17.6 21.9
1,2,3-Trichloropropane ug/L 20 90 60-140109 20 3020ND17.9 21.8
1,2,4-Trichlorobenzene ug/L 20 84 60-140104 22 3020ND16.8 20.9
1,2,4-Trimethylbenzene ug/L 20 93 60-140113 19 30200.54 19.1 23.2
1,2-Dibromo-3-
chloropropane ug/L 20 78 60-14095 19 3020ND15.6 18.9
1,2-Dibromoethane (EDB)ug/L 20 89 60-140110 22 3020ND17.7 22.1
1,2-Dichlorobenzene ug/L 20 89 60-140110 21 3020ND17.8 22.0
1,2-Dichloroethane ug/L 20 87 60-140108 21 30200.11J 17.5 21.7
1,2-Dichloropropane ug/L 20 93 60-140114 20 3020ND18.6 22.8
1,3,5-Trimethylbenzene ug/L 20 91 60-140113 22 30200.11J 18.3 22.8
1,3-Dichlorobenzene ug/L 20 91 60-140113 22 3020ND18.2 22.7
1,3-Dichloropropane ug/L 20 85 60-140104 20 3020ND16.9 20.7
1,4-Dichlorobenzene ug/L 20 87 60-140108 21 3020ND17.5 21.6
2,2-Dichloropropane ug/L 20 111 60-140134 19 3020ND22.2 26.7
2-Chlorotoluene ug/L 20 92 60-140113 20 3020ND18.4 22.5
4-Chlorotoluene ug/L 20 92 60-140112 19 3020ND18.5 22.4
Benzene ug/L 20 96 60-140111 7 302025.0 44.3 47.3
Bromobenzene ug/L 20 90 60-140114 23 3020ND18.1 22.8
Bromochloromethane ug/L 20 83 60-140105 24 3020ND16.5 20.9
Bromodichloromethane ug/L 20 89 60-140107 18 3020ND17.8 21.3
Bromoform ug/L 20 73 60-14089 20 3020ND14.5 17.8
Bromomethane ug/L 20 86 60-140106 21 3020ND17.3 21.3
Carbon tetrachloride ug/L 20 96 60-140113 16 3020ND19.2 22.5
Chlorobenzene ug/L 20 90 60-140108 19 3020ND18.0 21.7
Chloroethane ug/L 20 92 60-140109 17 3020ND18.4 21.7
Chloroform ug/L 20 93 60-140114 20 3020ND18.7 22.8
Chloromethane ug/L 20 90 60-140107 17 3020ND18.0 21.4
cis-1,2-Dichloroethene ug/L 20 92 60-140114 22 3020ND18.4 22.9
cis-1,3-Dichloropropene ug/L 20 90 60-140113 22 3020ND18.0 22.5
Dibromochloromethane ug/L 20 76 60-14094 22 3020ND15.1 18.8
Dibromomethane ug/L 20 87 60-140111 24 3020ND17.4 22.2
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
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[phone]
Page 22 of 28
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
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.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4145932MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92688105001
4145933
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Dichlorodifluoromethane ug/L 20 109 60-140126 14 3020ND21.8 25.2
Diisopropyl ether ug/L 20 87 60-140108 22 3020ND17.4 21.7
Ethanol ug/L 800 93 60-140115 21 30800ND745919
Ethylbenzene ug/L 20 90 60-140109 17 30201.7 19.7 23.5
Hexachloro-1,3-butadiene ug/L 20 94 60-140110 17 3020ND18.7 22.1
Isopropylbenzene
(Cumene)ug/L 20 96 60-140114 15 30201.9 21.1 24.6
m&p-Xylene ug/L 40 91 60-140109 18 30400.74J 37.1 44.5
Methyl-tert-butyl ether ug/L 20 81 60-140102 23 3020ND16.2 20.3
Methylene Chloride ug/L 20 85 60-140105 20 3020ND17.3 21.2
n-Butylbenzene ug/L 20 96 60-140116 19 30200.29J 19.4 23.5
n-Propylbenzene ug/L 20 93 60-140112 18 30200.58 19.3 23.0
Naphthalene ug/L 20 87 60-140111 24 30200.31J 17.7 22.5
o-Xylene ug/L 20 89 60-140108 19 30200.37J 18.2 21.9
sec-Butylbenzene ug/L 20 95 60-140112 17 30200.56 19.5 23.0
Styrene ug/L 20 89 60-140110 21 3020ND17.8 22.0
tert-Butylbenzene ug/L 20 78 60-14094 18 30200.18J 15.8 18.9
Tetrachloroethene ug/L 20 90 60-140107 17 3020ND18.0 21.3
Toluene ug/L 20 90 60-140110 20 30200.13J 18.1 22.1
trans-1,2-Dichloroethene ug/L 20 103 60-140123 17 3020ND20.7 24.6
trans-1,3-Dichloropropene ug/L 20 89 60-140111 22 3020ND17.9 22.3
Trichloroethene ug/L 20 93 60-140115 21 3020ND18.6 22.9
Trichlorofluoromethane ug/L 20 93 60-140109 15 3020ND18.6 21.7
Vinyl chloride ug/L 20 84 60-14099 17 3020ND16.7 19.8
1,2-Dichloroethane-d4 (S)%95 70-13095
4-Bromofluorobenzene (S)%101 70-130100
Toluene-d8 (S)%100 70-13099
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
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Page 23 of 28
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
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.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
Result may be biased high due to carryover from previously analyzed sample.C8
Results are from sample aliquot taken from VOA vial with headspace (air bubble greater than 6 mm diameter).HS
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/21/2023 04:24 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 24 of 28
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92688105
Arnold Kluttz Property
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92688105001 800450FORMER SMITH MW-1 SM 6200B
92688105002 800450FIELD DUPLICATE SM 6200B
92688105003 800450MW-2 SM 6200B
92688105004 800450MW-3 SM 6200B
92688105005 800450WSW-HARKEY SM 6200B
92688105006 800450KLUTTZ MW-1 SM 6200B
92688105007 800450KLUTTZ WSW SM 6200B
REPORT OF LABORATORY ANALYSIS
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[phone]
Page 25 of 28
Page 26 of 28
Page 27 of 28
Page 28 of 28

ESP Corporate Office
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803.802.2440

Mailing Address: P.O. Box 7030 Charlotte, NC 28241
800.960.7317 | www.espassociates.com

Concord
7144 Weddington Rd. NW
Suite 110
Concord, NC 28027
704.793.9855

Cornelius
20484 Chartwell Center Dr.
Suite D
Cornelius, NC 28031
704.649.2863

Raleigh
2200 Gateway Centre Blvd.
Suite 216
Morrisville, NC 27560
919.678.1070

Greensboro
7011 Albert Pick Rd
Suite E
Greensboro, NC 27409
336.334.7724

Wilmington
211 Racine Drive
Suite 101
Wilmington, NC 28403
910.313.6648

Charleston
2154 North Center Street
Suite E-503
North Charleston, SC 29406
843.714.2040

Nashville
500 Wilson Pike Circle
Suite 310
Brentwood, TN 37027
615.760.8300

Pittsburgh
One Williamsburg Place
Suite G-5, Box 13
Warrendale, PA 15086
724.462.6606
Bradenton
518 13th Street
West Bradenton, FL 34205
941.345.5451

Indianapolis
8673 Bash Street
Indianapolis, IN 46256
317.537.6979

Albuquerque
1203 West Ella Drive
Corrales, NM 87048
505.314.1322

Birmingham
291 Cahaba Valley Parkway North Suite A
Pelham, AL 35124
205.664.8498

Vickrey & Associates, LLC - An ESP Company

San Antonio
12970 Country Parkway
San Antonio TX 78216
210.349.3271

Austin
3600 West Parmer Lane
Suite 175
Austin, TX 78727
512.494.8014

McAllen
1216 East Jasmine Avenue
Suite C
McAllen, TX 78501
956.340.0045