WI0800528_Monitoring (Report)_20201102

BROOKFIELD PROPERTIES
FORMER MODERN DRYCLEANER AND
LAUNDRY SITE - INDEPENDENCE MALL
3RD QUARTER REMEDIAL ACTION
PROGRESS REPORT

DSCA ID# 65-0001
INJECTION PERMIT #WI0800528
OCTOBER 30, 2020

FORMER MODERN
DRYCLEANER AND
LAUNDRY SITE
INDEPENDENCE MALL
3RD QUARTER REMEDIAL ACTION
PROGRESS REPORT
DSCA ID #65-0001
INJECTION PERMIT #WI0800528

BROOKFIELD PROPERTIES

THIRD QUARTER REMEDIAL ACTION PROGRESS REPORT

PROJECT NO.: 31402113.000
DATE: OCTOBER 2020

WSP
SUITE 200
600 EAST CRESCENT AVENUE
UPPER SADDLE RIVER, NJ 07458

TEL.: [phone]
FAX: [phone]
WSP.COM

FORMER MODERN DRYCLEANER AND LAUNDRY SITE - INDEPENDENCE MALL
Project No. 31402113.000
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WSP
October 2020
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S I G N A T U R E S

PREPARED BY

Matthew Ayers, P.G.
Lead Hydrogeologist

This report was prepared by WSP USA for the account of BROOKFIELD PROPERTIES, in accordance with the
professional services agreement. The disclosure of any information contained in this report is the sole responsibility of the
intended recipient. The material in it reflects WSP USA’s best judgement in light of the information available to it at the time
of preparation. Any use which a third party makes of this report, or any reliance on or decisions to be made based on it, are
the responsibility of such third parties. WSP USA accepts no responsibility for damages, if any, suffered by any third party as
a result of decisions made or actions based on this report. This limitations statement is considered part of this report.
The original of the technology-based document sent herewith has been authenticated and will be retained by WSP for a
minimum of ten years. Since the file transmitted is now out of WSP’s control and its integrity can no longer be ensured, no
guarantee may be given with regards to any modifications made to this document.

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Project No. 31402113.000
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October 2020
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TABLE OF
CONTENTS
1 INTRODUCTION ........................................................ 1
2 ACTIVITY SUMMARY ................................................ 2
3 MONITORING PROCEDURES .................................. 3
3.1 Fluid-Level Measurement Task ................................................. 3
3.2 Groundwater Sampling Task ..................................................... 4
3.3 Results of Laboratory Analyses ............................................... 4
3.3.1 Third Quarter Post-Injection Sampling Round ........................................................ 4
3.4 Discussion of Laboratory Results for CVOCS ........................ 5
3.5 QA/QC Discussion ..................................................................... 7
3.5.1 Third Quarter Post-Injection Sampling Round ........................................................ 7
4 REMEDIAL ACTION PROGRESS ............................. 9
4.1 Overburden Area Bioremediation – Reductive
Dechlorination Activities ........................................................... 9
4.1.1 Injection Activities ..................................................................................................... 9
4.1.2 Monitoring Activities ............................................................................................... 10
4.1.3 Monitoring Results ................................................................................................. 10
4.1.4 Summary ................................................................................................................ 13
5 CONCLUSIONS ....................................................... 14
6 RECOMMENDATIONS ............................................ 15

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TABLES
1. MONITOR WELL NETWORK CONSTRUCTION
SUMMARY/GROUNDWATER ELEVATION DATA
2. SUMMARY OF GROUNDWATER MONITORING AND QUALITY
ASSURANCE – SEPTEMBER 2020
3. SECOND QUARTER POST-INJECTION GROUNDWATER
SAMPLING VOC ANALYTICAL RESULTS – SEPTEMBER 2020
4. GROUNDWATER SAMPLING RESULTS SUMMARY – SITE CVOCs
– AUGUST 2019 THROUGH SEPTEMBER 2020
5. GROUNDWATER QUALITY RESULTS SUMMARY – PERMANENT
GASES, GENERAL CHEMISTRY AND FIELD PARAMETERS
6. GROUNDWATER QUALITY RESULTS SUMMARY – UNFILTERED
AND FILTERED METALS
FIGURES
1. SITE LOCATION
2. SITE PLAN
3. SHALLOW OVERBURDEN GROUNDWATER ELEVATION AND
FLOW DIRECTION – SEPTEMBER 15, 2020
4. DEEP OVERBURDEN GROUNDWATER ELEVATION AND FLOW
DIRECTION – SEPTEMBER 15, 2020
5. SHALLOW OVERBURDEN PCE ISOPLETH – SEPTEMBER 2020
6. DEEP OVERBURDEN PCE ISOPLETH – SEPTEMBER 2020
7. CVOC CONCENTRATIONS MAP
8. INJECTION LOCATIONS AND SUMMARY – FEBRUARY 2020
9. INJECTION LOCATIONS AND SUMMARY – AUGUST 2020

APPENDICES
I GROUNDWATER SAMPLING FIELD NOTES – SEPTEMBER 2020
I I LABORATORY ANALYTICAL REPORTS – SEPTEMBER 2020
I I I MONITOR WELL GRAPHS
I V INJECTION EVENT FORMS

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1 INTRODUCTION
This report comprises the Third Quarter 2020 Remedial Action Progress Report (RAPR) for the Former Modern
Drycleaner and Laundry Site (the Site) located at 3750 Oleander Drive in Wilmington, North Carolina (Figures 1
and 2). This report was prepared on behalf of Brookfield Properties (Brookfield) by WSP USA (WSP). The work
was completed to summarize the sodium lactate injection activities and monitor the remediation progress of
tetrachloroethylene (PCE) impacted groundwater and associated daughter products at the Site. The monitoring
program is intended to monitor groundwater quality conditions and directions of groundwater flow at the Site.
This report summarizes groundwater conditions from observations and water samples collected for post-injection
conditions in September 2020.
The source property is a 0.98 acre lot with one single-story building that is occupied by a Wells Fargo Bank.
Formerly, the property was occupied by the Modern Dry Cleaners and Laundry facility, which operated from
approximately 1972 until 1979. The site contamination was discovered in 1991. In July 2007, the Site was
accepted into the North Carolina Department of Environmental Quality (NCDEQ) Dry-Cleaning Solvent Cleanup
Act (DSCA) Program under tracking number DSCA ID# 65-0001.

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2 ACTIVITY SUMMARY
An application to use permanent and temporary injection wells for in-situ groundwater remediation was submitted
to the NCDEQ in September 2019 to utilize sodium lactate injections at the Site to further reduce residual PCE
and associated daughter products in groundwater. The NCDEQ approved the lactate injection application on
January 23, 2020 via Injection Permit #WI0800528.
A baseline pre-injection sampling round was conducted in August 2019. The initial lactate injection round was
conducted at the Site in February 2020. The initial post-injection groundwater monitoring round was conducted in
March 2020 followed by the second quarter sampling round that was completed in June 2020.
Based on the sampling results from the first and second quarter sampling rounds conducted at the Site, a
subsequent maintenance lactate injection round was conducted at the Site between August 18 and 22, 2020. This
included the injection of approximately 3,570 gallons of sodium lactate solution into s series of geoprobe borings
and existing injection wells. This work is further detailed in Section 4.1 of this report.
This report also summarizes the post-injection sampling conducted in September 2020 and includes the
monitoring data required for the injection permit.

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3 MONITORING PROCEDURES
3.1 FLUID-LEVEL MEASUREMENT TASK
Groundwater level measurement tasks were completed on September 15, 2020 for the third quarter 2020 post-
injection sampling round. During the third quarter post-injection sampling round, the depth-to-water (DTW) was
measured from the top of the casing (TOC) at sixteen (16) monitor wells. Water-level measurements were
obtained from each monitor well to within 0.01 foot accuracy from the top of the inner casing. Monitor Well
MW-13S was inaccessible due to construction work that is occurring at this portion of the Independence Mall.
The groundwater depths measured at the monitor wells were used to calculate the corresponding groundwater
elevations across the Site for the shallow overburden zone and deep overburden zone (Table 1).
Based on the collected groundwater elevation data for September 2020, the groundwater flow direction in the
shallow overburden zone is interpreted to be generally to the northwest as shown on Figure 3. The shallow
overburden wells are screened in the interval of the overburden from approximately 5 to 20 feet below ground
surface (ft bgs). The hydraulic gradient (slope of the groundwater surface) of the shallow overburden zone from
Monitor Well MW-6S to Monitor Well MW-7S was 0.001 vertical feet per horizontal foot for the third quarter
post-injection sampling round.
Figure 4 depicts the groundwater elevation and inferred flow direction for the deep overburden monitor wells
during the September 2020 sampling round. The deep overburden wells are screened in a deeper interval of the
overburden from approximately 20 to 43 ft bgs. The flow direction in this interval of the deep overburden was
interpreted to be to the northwest. The hydraulic gradient of the deep overburden from Monitor Well MW-WSP-
1D to Monitor Well MW-WSP-6D was 0.001 vertical feet per horizontal foot during the third quarter post
injection sampling round.
Based on a comparison between groundwater elevations interpreted from the shallower and deeper overburden
monitor wells, a downward vertical gradient is present through the overburden beneath the Site except at the
location of the Monitor Well MW-7S and MW-7D cluster, which shows an upward vertical gradient. The
following summary table presents the current groundwater elevations for select monitor well clusters:

WELL
CLUSTER
SCREEN INTERVAL
(FEET BELOW GRADE) ZONE
SEPTEMBER 2020
Vertical Flow
Direction
Elevation1
MW-3S 5 - 15 Shallow Overburden 

36.20
MW-3D 38 - 43 Deep Overburden 36.11
MW-5S 5 - 15 Shallow Overburden 

36.84
MW-5D 37 - 42 Deep Overburden 36.09
MW-7S 5 - 15 Shallow Overburden 

35.74
MW-7D 38 - 43 Deep Overburden 35.95
1 Elevation in feet above mean sea level (ft amsl).

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3.2 GROUNDWATER SAMPLING TASK
Prior to sampling, each monitor well was purged via low-flow methodology using a peristaltic pump. The total
amount of water purged from each well is indicated in the field notes included in Appendix I for the September
2020 sampling round. Purge water is containerized into on-site drums for later disposal at a recycling facility.
Each monitor well was sampled and tested in the field for pH, temperature, conductivity, and dissolved oxygen.
The groundwater samples were collected using dedicated 3/8-inch polyethylene tubing, transferred into
laboratory-supplied glassware and placed in a cooler with ice for transportation to the laboratory. Quality
Assurance/Quality Control (QA/QC) field sampling protocols were conducted, which included standard
decontamination procedures and the collection and analysis of a field and trip blank.
The samples were transported directly to SGS Accutest Laboratories, a North Carolina-certified analytical
laboratory (lab #573) for analysis. The samples were analyzed for target compound list (TCL) volatile organic
compounds (VOCs) by SGS Accutest utilizing EPA Method 8260. Additional bioremediation parameters were
analyzed on groundwater samples collected from select monitor wells as summarized on Table 2 in connection
with the injection permit and as discussed in the “Remedial Action Progress” section of this report. Laboratory
chain-of-custody forms were completed and are included with the laboratory results reports included in
Appendix II.
Groundwater samples were collected from thirteen (13) monitor wells between September 15 and 18, 2020 (Table
2).
3.3 RESULTS OF LABORATORY ANALYSES
3.3.1 THIRD QUARTER POST-INJECTION SAMPLING ROUND
Chlorinated volatile organic compounds (CVOCs) were detected in eight (8) of the thirteen (13) groundwater
samples collected in September 2020 during the Third Quarter groundwater sampling round. Exceedances of the
North Carolina Groundwater Standards (GWS) for one or more CVOCs were reported in seven (7) of the thirteen
(13) monitor wells sampled in June 2020 (Table 3). The field and/or trip blanks did not contain site-specific
CVOCs of concern at concentrations above laboratory reporting limits.
PCE concentrations exceeding the corresponding GWS of 0.7 micrograms per liter (ug/L) were observed in three
(3) monitor wells (Monitor Wells MW-3S, MW-4S, and MW-5S). Detected concentrations of PCE ranged from
an estimated concentration of 0.50 ug/L in the sample collected from Monitor Well MW-WSP-2XD (deep
overburden) to 4.7 ug/L in the sample collected from Monitor Well MW-3S (shallow overburden).
Trichloroethylene (TCE) concentrations exceeded the corresponding GWS of 3 ug/L in the sample collected from
Monitor Well MW-5D during this round. Detected concentrations of TCE ranged from an estimated
concentration of 0.86 ug/L in the sample collected from Monitor Well MW-3D (deep overburden) to 4.1 ug/L in
the sample collected from Monitor Well MW-5D (deep overburden).
Cis-1,2-dichloroethene (cis-1,2-DCE) concentrations exceeded the corresponding GWS of 70 ug/L in samples
collected from two (2) monitor wells during this round (Monitor Wells MW-3D and MW-WSP-2XD). Detected
concentrations of cis-1,2-DCE ranged from an estimated concentration of 1.3 ug/L in the sample collected from
Monitor Well MW-WSP-1S (shallow overburden) to 107 ug/L in the sample collected from Monitor Well MW-
3D (deep overburden).
While detected, trans-1,2-dichloroethene (trans-1,2 DCE) concentrations did not exceed the respective GWS of
100 ug/L in the monitor wells sampled during the Third Quarter sampling round. Detected concentrations of
trans-1,2-DCE ranged from an estimated concentration of 0.41 ug/L in the sample collected from MW-4S

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(shallow overburden) to 5.6 ug/L in the sample collected from Monitor Well MW-3D (deep overburden).
Vinyl chloride concentrations exceeded the corresponding GWS of 0.03 ug/L in samples collected from four (4)
monitor wells (MW-5S, MW-3D, MW-7D and MW-WSP-2XD) during this round. Detected concentrations of
vinyl chloride ranged from an estimated concentration of 2.1 ug/L in the sample collected from Monitor Well
MW-7D (deep overburden) to 18.7 ug/L in the sample collected from Monitor Well MW-WSP-2XD (deep
overburden).
A summary of the VOC concentrations detected in the groundwater samples collected during the Third Quarter
post-injection sampling round is presented in Table 3.
Isopleths for PCE concentrations detected in the monitor well samples collected from the shallow overburden and
deep overburden during the Third Quarter sampling round are presented on Figures 5 and 6, respectively.
3.4 DISCUSSION OF LABORATORY RESULTS FOR CVOCS
As described above, PCE isopleths for each of the groundwater zones are provided as Figures 5 and 6. Graphs of
the CVOC concentrations, over time, for the monitor wells are included in Appendix III.
Shallow Overburden
Based on the analytical results from the groundwater samples collected during the Third Quarter post-injection
sampling round, the distribution of dissolved CVOCs in the shallow overburden is generally consistent with the
inferred direction of groundwater flow to the northwest (Figure 5).
The highest PCE concentrations were observed at Monitor Well MW-3S, MW-4S and MW-5S. The other
shallow overburden monitor wells were non-detect for PCE during Third Quarter post-injection sampling round.
Based on a comparison of pre- and post-injection sampling rounds, with the exception of Monitor Wells MW-3S
and MW-4S, PCE within the shallow overburden zone generally exhibited decreasing trends as observed at
Monitor Wells MW-5S and MW-WSP-1S. Shallow monitor wells that were mostly non-detect, continue to
remain non-detect (MW-6S and MW-7S).
The highest TCE concentrations in the shallow overburden were observed at Monitor Wells MW-3S, MW-4S and
MW-5S with concentrations of 1.4 ug/L, 1.2 ug/L and 1.1 ug/L, respectively. The other monitor wells were non-
detect for TCE during Third Quarter post-injection sampling round. Based on a comparison of pre- and post-
injection sampling rounds, with the exception of Monitor Wells MW-3S, MW-4S, TCE within the shallow
overburden zone generally exhibited decreasing trends as observed at Monitor Well MW-5S. Shallow monitor
wells that were mostly non-detect for TCE, continue to remain non-detect (MW-6S, MW-7S, and MW-WSP-1S).
The CVOC break-down constituents of PCE and TCE, include primarily cis-1,2-DCE and vinyl chloride. Cis-
1,2-DCE and vinyl chloride show some increases due to the biological breakdown of PCE and TCE. This is
expected as part of the process of reductive dechlorination.
Shallow overburden monitor wells that initially exhibited increases in cis-1,2-DCE are starting to show reductions
in concentration as is typically exhibited during reductive dechlorination. This case is evident in Monitor Wells
MW4S, MW-5S, and MW-WSP-1S.
Monitor Well MW-5S exhibited an increase in vinyl chloride from non-detect to a concentration of 17.8 ug/L
during the September 2020 sampling round. The concentrations of vinyl chloride in Monitor Wells MW-4S and
MW-WSP-1S that were present during the June 2020 sampling round and were non-detect during the September
sampling round.
Overall, the PCE concentrations in the shallow overburden have been reduced to much lower concentrations or
non-detect across the Site. While the PCE breakdown constituents have increased during the Second Quarter, the
Third Quarter sampling round is starting to show the PCE breakdown constituents also decreasing as the reductive
dechlorination process is progressing.

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Deep Overburden
The distribution of dissolved CVOCs in the deep overburden is generally consistent with the groundwater flow to
the northwest (Figure 6).
The highest PCE concentration observed during the Third Quarter post-injection sampling round in the deep
overburden was at Monitor Well MW-WSP-2XD with a concentration of 0.50 ug/L. The other deep overburden
monitor wells were non-detect for PCE
The highest TCE concentration was observed at Monitor Well MW-5D at a concentration of 4.1 ug/L. The only
other TCE concentrations observed in the deep overburden for the September 2020 sampling round were at
Monitor Wells MW-3D and MW-WSP-2XD at concentrations of 0.86 ug/L and 2.5 ug/L, respectively.
Concentrations of cis-1,2-DCE increased in Monitor Wells MW-3D and MW-5D due to the breakdown of PCE
and TCE at these monitor wells. Monitor Well MW-3D exhibited an increase in cis-1,2-DCE from 83.2 ug/L in
June 2020 to 107 ug/L in September 2020. Monitor Well MW-5D exhibited an increase in cis-1,2-DCE from
non-detect in June 2020 to 6.3 ug/L in September 2020. Deep overburden monitor wells MW-7D and MW-WSP-
2XD exhibited a decrease in concentrations of cis-1,2-DCE between the June 2020 and the September sampling
rounds, while the remaining deep overburden monitor wells remained non-detect.
Vinyl chloride concentrations were observed for the first time in Monitor Wells MW-3D and MW-7D due to the
reductive dechlorination process. The vinyl chloride concentration observed in Monitor Well MW-WSP-2XD in
June 2020 at a concentration of 26.9 ug/L decreased to 18.7 ug/L during the September 2020 sampling round.
Based on the data from the September 2020 sampling round, the elevated PCE concentrations in Monitor Wells
MW-5D and MW-WSP-2XD have been substantially diminished. An increase in PCE breakdown constituents is
evident in Monitor Wells MW-3D, MW-7D, and MW-WSP-2XD, which demonstrates the occurrence of the
reductive dechlorination process.
Table 4 presents a historical summary of select CVOCs and Figure 7 shows the select CVOC concentration
distribution across the Site.

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3.5 QA/QC DISCUSSION
3.5.1 THIRD QUARTER POST-INJECTION SAMPLING ROUND
Samples were digested (metals analysis), prepped (general chemistry) and analyzed within method holding times
with the exceptions noted below.
Laboratory reporting limits were below applicable standards with the exception of instances where dilutions
resulted in elevated reporting limits which are described below.
Volatiles Analyses
Due to the presence of lactate, several samples required the addition of an anti-foaming agent including samples
collected from MW-WSP-2XD, MW-5S and MW-5D; and these samples were re-analyzed beyond holding times.
Three other samples collected from MW-WSP-4D, MW-7S and MW-7D were also re-analyzed beyond holding
times.
MS/MSD recoveries and relative percent difference (RPD) for the MSD for 1,1-dichloroethylene (1,1-DCE)
and/or methyl bromide were outside control limits with the probable cause due to sample non-
homogeneity/matrix interference. These constituents were not detected above the laboratory reporting limits.
MS/MSD recoveries were outside control limits for 1,1-DCE, 1,3-dichloropropane (1,3-DCP), 1,2,3-
trichlorobenzene, bromodichloromethane, bromoform, dibromochloromethane, naphthalene, sec-butylbenzene,
tert-butylbenzene, trans-1,3-dichloropropene and toluene due to a high level in the sample relative to the spike
amount/matrix interference. These constituents were either not detected above the laboratory reporting limit or
detected at an estimated concentration and are not constituents of concern at the Site. Detection limits for some of
these compounds were above respective standards; however, as indicated, these are not constituents of concern at
the Site.
Continuing calibration verifications (CCV) were outside control limits for 2-butanone [methyl ethyl ketone
(MEK)], 4-methyl-2-pentanone [methyl isobutyl ketone (MIBK)], acetone, dichlorodifluoromethane, 1,1,2,2-
tetrachloroethane and 1,2,3-trichloropropane (1,2,3-TCP). With the exception of 2-butanone and acetone, these
constituents were either not detected or were detected at estimated concentrations. Detection limits for some of
these compounds were above respective standards; however, as indicated, these are not constituents of concern at
the Site. Detected concentrations of 2-butanone and acetone did not exceed GWS and are anticipated to be
laboratory contaminants.
Blank spike (BS) recoveries were outside control limits for 1,3-DCP, 1,2,3-TCP and naphthalene. These
constituents were either not detected or were detected at estimated concentrations. The detection limits for 1,2,3-
TCP were above the respective standards; however, this is not a constituent of concern at the Site.
Permanent Gas Analyses
MS recoveries were outside control limits for methane due to a high level in the sample relative to the spike
amount.

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Metals Analyses
Several samples required dilution including samples collected from MW-WSP-2XD, MW-5S and MW-5D, which
resulted in elevated laboratory reporting limits for several metals. These metals were detected in the associated
samples and several exceeded GWS. Elevated metals concentrations are anticipated with injections.
MS/MSD recoveries were outside control limits for calcium with the probable cause due matrix interference.
RPDs for the serial dilution were outside control limits for aluminum, chromium, iron, manganese, potassium and
vanadium. The RPDs were determined to be acceptable due to low initial sample concentrations.
General Chemistry
Several samples required dilutions for nitrogen-nitrate, nitrogen-nitrite and sulfate based on initial conductivity
readings (high).
MS/MSD recoveries were outside control limits for chemical oxygen demand (COD), nitrogen-nitrate, nitrogen-
nitrite, sulfate and total organic carbon (TOC) with the probable cause due to a low spike amount relative to the
sample amount or matrix interference.
BS recoveries were outside control limits for Biological Oxygen Demand (BOD), 5Day.
Nitrogen-nitrate, nitrogen-nitrite and BOD, 5 Day samples were received out of holding times due to a laboratory
error.
RPDs for the laboratory duplicate were outside control limits for alkalinity and considered acceptable due to low
duplicate and sample concentrations.

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4 REMEDIAL ACTION PROGRESS
Formerly, the property was occupied by the Modern Dry Cleaners and Laundry Site, which operated from
approximately 1972 until 1979. The site contamination was discovered in 1991. In July 2007, the Site was
accepted into the NCDEQ DSCA Program.
CVOC concentration trends in groundwater have been previously monitored since the installation of monitor
wells at this Site, starting in 1993. As has been discussed in previous reports, the former PCE source areas have
undergone previous active treatments utilizing vacuum sparging during the 1990s. Currently, the shallow and
deep overburden groundwater at the Site are being treated with sodium lactate to stimulate anaerobic
bioremediation to expedite reductive dechlorination.
The current remedial action measures and bioremediation indicator parameters in the shallow and deep
overburden groundwater are discussed further in the sections below. The CVOC concentration trends for the
shallow and deep overburden monitor wells were discussed previously in Section 3.4.
4.1 OVERBURDEN AREA BIOREMEDIATION – REDUCTIVE
DECHLORINATION ACTIVITIES
Brookfield received approval on January 23, 2020 for performing sodium lactate injections as a remedial measure
in the shallow and deep overburden across the Site. A baseline pre-injection sampling round was conducted in
August 2019. The initial sodium lactate injection was performed between February 11 and 18, 2020. The
injection areas for the February 2020 injection event are shown on Figure 8. A second maintenance sodium lactate
injection round was performed between August 18 and 22, 2020 as shown on Figure 9. Post-injection sampling
rounds were conducted in March 2020, June 2020 and most recently in September 2020.
4.1.1 INJECTION ACTIVITIES
The second round of sodium lactate (WILCLEAR PLUS™) injections was conducted between August 18 and 22,
2020. Approximately 3,570 gallons of a solution, which included 50% WILCLEAR PLUS™ product and 50%
water, was injected into temporary Geoprobe injection points and injection wells.
Similar to the initial injection event, a 5400 Series model track-mounted Geoprobe rig was used to advance
eighteen (18) soil borings for the injection of sodium lactate. The drilling/injection services were provided by
George Bridger of Carolina Drilling (NC Well Contractor Certification #2393A) located at 114 Chimney Lane, in
Wilmington, North Carolina. In order to facilitate the injection at each boring, a trash-pump was used to inject
the lactate solution into the soil borings. The Geoprobe drill stem was connected to the pump via hoses with cam
lock fittings. Approximately 80 gallons of sodium lactate solution was injected at depths of 15 feet below grade
and another 80 gallons of lactate solution was injected at 30 feet below grade for a total of 160 gallons at each
boring. The injections were completed through a steel screened well point adapter installed at each of the
eighteen completed soil borings shown on Figure 9.
Additional injection activities included the injection of lactate solution into permanent injection wells previously
installed in 2019. In order to facilitate the injections, a trash-pump was used to inject the lactate solution. The
casings of the injection wells were connected to the trash pump via hoses that were outfitted with a fernco and
cam lock connections. As part of this injection round, 345 gallons of sodium lactate solution were injected into
each injection well, which included Injection Wells MW-WSP-1XD and MW-WSP-2D for a total of 690 gallons.
The lactate injection well locations for the August 2020 injection event are shown on Figure 9.
Copies of the associated Injection Event Record, Well Construction Record (GW-1), and Well Abandonment
Record forms for the August 2020 injection round previously submitted to the NCDEQ in September 2020, are

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provided in Appendix IV.
4.1.2 MONITORING ACTIVITIES
As part of the monitoring activities, monitor wells were sampled prior to and after the injection process. The
baseline pre-injection sampling round was conducted in August 2019 while the first quarter, second and third
quarter post-injection sampling rounds were conducted in March, June and September 2020, respectively.
The monitoring rounds included analyses for certain parameters which would show the progress of the
bioremediation and establishment of an anaerobic environment. The parameters collected during each monitoring
round for laboratory analyses include: VOCs; filtered and unfiltered metals; nitrate; nitrite; sulfate; methane;
ethane; ethene; carbon dioxide; chemical organic demand (COD); biological organic demand (BOD); total
organic carbon (TOC); and alkalinity. Field parameters collected for each round include: pH; dissolved oxygen
(DO); oxidation reduction potential (ORP); temperature; turbidity; and, specific conductivity.
The monitor wells sampled during the baseline pre-injection and post-injection sampling rounds are shown in the
following table:

Pre-Injection Monitor Wells
Shallow Overburden Monitor Wells:
MW-3S, MW-4S, MW-5S, MW-6S, MW-7S, MW-13S AND
MW-WSP-1S
Deep Overburden Monitor Wells:
MW-3D, MW-5D, MW-7D, MW-WSP-1D,
MW-WSP-1XD, MW-WSP-2D, MW-WSP-2XD, MW-WSP-4D,
MW-WSP-5D AND MW-WSP-6D
Post-Injection Monitor Wells
Shallow Overburden Monitor Wells:
MW-3S, MW-4S, MW-5S, MW-6S, MW-7S and MW-WSP-1S
Deep Overburden Monitor Wells:
MW-3D, MW-5D, MW-7D, MW-WSP-1D,
MW-WSP-2XD, MW-WSP-4D and MW-WSP-6D

4.1.3 MONITORING RESULTS
In accordance with the proposed monitoring program described in the injection permit, the monitor well sampling
task included sampling for PCE and related CVOCs, in addition to geochemical parameters to monitor the
anaerobic processes associated with the sodium lactate injections.
Field Parameters
The field parameters measured in the monitor wells during the pre- and post-injection sampling rounds included
pH, specific conductivity, turbidity, dissolved oxygen (DO), temperature and oxidation-reduction potential
(ORP). The field parameters for the third quarter sampling round are presented in Table 5.
The third quarter post-injection sampling results indicate that at least eight monitor wells (Monitor Wells MW-5S,

FORMER MODERN DRYCLEANER AND LAUNDRY SITE - INDEPENDENCE MALL
Project No. 31402113.000
BROOKFIELD PROPERTIES
WSP
October 2020
Page 11
MW-WSP-1S, MW-3D, MW-5D, MW-7D, MW-WSP-2XD, MW-WSP-4D and MW-WSP-6D) exhibited
negative ORP values. The pH values ranged between 4.42 at Monitor Well MW-7S and 6.67 at Monitor Well
MW-5D. The pH values fluctuated slightly up or down by monitor well, but no significant changes were
observed. The temperatures observed during the September 2020 sampling round in the shallow and deep
overburden groundwater mostly increased from the June 2020 sampling round due to warmer summer season
temperatures. Monitor wells that were used for injection exhibited high turbidity and specific conductivity values
due to the presence of the sodium lactate in the groundwater. The negative ORP values are indicative of reducing
and anaerobic conditions.
Permanent Gases
Elevated levels of methane indicate fermentation is occurring in a highly anaerobic environment and that reducing
conditions are amenable for anaerobic degradation. Methane levels greater than 1.0 mg/L are desirable, but not
required for dechlorination to occur. Elevated concentrations of methane were observed during the September
2020 sampling round at Monitor Wells MW-5S, MW-WSP-1S, MW-3D, MW-7D, MW-WSP-2XD, and MW-
WSP-4D.
Elevated levels of carbon dioxide concentrations are indicative of the anaerobic respiration process of the CVOC
reducing bacteria. Elevated concentrations of carbon dioxide were observed during the September 2020 sampling
round in Monitor Wells MW-3S, MW-5S, MW-6S, MW-7S, MW-WSP-1S, MW-5D, MW-7D, MW-WSP-2XD,
MW-WSP-4D and MW-WSP-6D. A summary of the pre- and post-injection permanent gas concentrations are
provided in Table 5.
General Chemistry and Metals
The pre- and post-injection results for analytes associated with the general subsurface chemistry (i.e. nitrite,
nitrate, sulfate, chemical oxygen demand (COD), biological oxygen demand (BOD), total organic carbon (TOC),
and alkalinity) and metals in the monitor wells are provided in Table 5. A summary of the pre- and post-injection
results for unfiltered and filtered metals results are provided in Table 6.
Pre-injection concentrations of the metals including antimony, iron, manganese and vanadium were observed at
concentrations above the GWS in most of the monitor wells at the Site. These concentrations are indicative of
naturally occurring metals in groundwater. Elevated concentrations of other metals were also observed in
groundwater samples collected during the post-injection, first, second, and third quarter sampling rounds, most
notably in Monitor Wells MW-5S and MW-5D. These concentrations are a result of the presence of sodium
lactate in the sample, which temporarily causes a spike in several metals and elevated laboratory reporting limits.
The most notable expected changes in concentration between pre- and post-injection sampling rounds with
respect to metals is associated with iron concentrations. An increase in iron concentration is indicative of a
reduction of ferric iron to ferrous iron due to reducing environment under anaerobic conditions. Monitor Wells
MW-5S, MW-5D and MW-WSP-2XD exhibited elevated iron concentrations during the post-injection sampling
rounds when compared to the baseline pre-injection sampling round.
Another observation with respect to the metals analyses is increasing sodium concentrations reflecting the
presence of the sodium lactate material in the subsurface. Increases during the September 2020 sampling round in
sodium concentrations from the August 2019 baseline pre-injection sampling round were observed at Monitor
Wells MW-3S, MW-4S, MW-5S, MW-WSP-1S, MW-3D, MW-5D, MW-7D, MW-WSP-2XD and MW-WSP-
4D. The most notable change associated with an increase in sodium concentration was observed at Monitor Well
MW-7D, which exhibited an order of magnitude increase between the June 2020 and the September 2020
sampling rounds.
The majority of the metals concentrations observed in the monitor wells are within the range of metals
concentrations observed in the Pre-injection sampling round except at Monitor Wells MW-5S, MW-5D and MW-
WSP-2XD which as explained above, is due to the sodium lactate injection activities. The metals concentrations
will revert back to pre-injection conditions once the sodium lactate material is consumed in the environment.
There were also notable fluctuations in TOC, COD, and BOD concentrations in groundwater following the lactate

FORMER MODERN DRYCLEANER AND LAUNDRY SITE - INDEPENDENCE MALL
Project No. 31402113.000
BROOKFIELD PROPERTIES
WSP
October 2020
Page 12
injections. Concentrations of TOC greater than 20 mg/L are desired in the anaerobic treatment zone. TOC
concentrations above 20 mg/L were observed at Monitor Wells MW-3S, MW-5S, MW-WSP-1S, MW-5D, and
MW-WSP-2XD during the September 2020 post-injection sampling round. In addition, the presence of COD and
BOD concentrations is another indicator that anaerobic microbial digestion of the lactate and CVOCs is
occurring. Monitor wells MW-5S, MW-5D, MW-7D and MW-WSP-2XD exhibited elevated concentrations of
BOD and COD during the September 2020 round when compared to the August 2019 sampling round.
Nitrate is an alternate electron acceptor for microbial respiration in the absence of oxygen. Depleted levels of
nitrate relative to background indicate that the groundwater environment is sufficiently reducing nitrate. Nitrate
level less than 1.0 mg/L is desirable for anaerobic bioremediation. The nitrate/nitrite concentrations have
remained low to non-existent during the groundwater monitoring rounds, which indicates that the environment is
remaining anaerobic.
Inhibition to reductive dechlorination by sulfate reduction can slow the remediation of the CVOCs in
groundwater. High sulfate concentrations (greater than 1,000 mg/L) are potentially problematic for field
implementation of in-situ bioremediation of chlorinated ethenes because its reduction competes for electron donor
with reductive dechlorination. Monitoring of sulfate concentrations in the groundwater helps to aid in monitoring
the bioremediation processes. Sulfate is an alternate electron acceptor for microbial respiration in the absence of
oxygen, nitrate, manganese, and ferric iron. Depleted concentrations of sulfate relative to background indicate that
the groundwater environment is sufficiently reducing to sustain sulfate reduction and for anaerobic dechlorination
to occur. Sulfate levels less than 20 mg/L are desirable but not required for anaerobic dechlorination to occur.
High levels of sulfate in conjunction with the absence of TOC indicate additional lactate might be required to
promote anaerobic degradation.
Decreases in sulfate concentrations during the September 2020 sampling round when compared to the June 2020
sampling round were observed in Monitor Wells MW-4S, MW-7S, MW-WSP-1S, MW-3D, MW-7D, and MW-
WSP-2XD. The concentrations of sulfate in these monitor wells were well below 1,000 mg/L. Elevated
concentrations of sulfate greater than 1,000 mg/L were observed in Monitor Wells MW-5S and MW-5D during
the September 2020 sampling round however, the TOC levels are also elevated so additional lactate injections are
not required.
Concentrations of alkalinity in groundwater that remain at or below background in conjunction with a pH of less
than 5 indicates that a buffering agent could be required to sustain high rates of anaerobic dechlorination. The
alkalinity in the area of the lactate injections has mostly exhibited an increase and pH values greater than 5 have
remained in these areas.
Monitor Well CVOC Sampling
Pre- and post-injection monitoring results for select CVOCs in the treatment zone are provided on Table 4, while
graphs of the CVOC concentrations over time for the monitor wells are provided in Appendix III. The following
observations were made based on the data:
— With the exception of Monitor Wells MW-3S and MW-4S, PCE concentrations observed in the September
2020 sampling round have decreased from the June 2020 sampling round. Overall the concentrations of PCE
in all the monitor wells has decreased from the concentrations observed during the August 2019 pre-injection
baseline sampling round and the foot print of PCE impacted groundwater at the Site has decreased, especially
in the deep overburden zone.
— The other breakdown CVOC constituent concentrations during the September 2020 sampling round have also
decreased with the exception of breakdown constituents observed in Monitor Wells MW-5S, MW-3D, MW-
WSP-2XD, and MW-7D. However, an increase in daughter products is expected due to the dechlorination
process that occurs during bioremediation.
— The PCE and TCE concentrations at Monitor Well MW-5S, MW-5D and MW-WSP-2XD have significantly
decreased since the baseline pre-injection sampling round and continue to decline.

FORMER MODERN DRYCLEANER AND LAUNDRY SITE - INDEPENDENCE MALL
Project No. 31402113.000
BROOKFIELD PROPERTIES
WSP
October 2020
Page 13
4.1.4 SUMMARY
The results of the sodium lactate treatment indicate that the footprint of the PCE impacted groundwater at the Site
has been substantially decreased and the groundwater exhibits a shift toward more anaerobic conditions. These
results are exemplified by: the elevated methane and carbon dioxide concentrations in most monitor wells;
fluctuations in iron concentrations indicating reducing conditions; increases in TOC; and negative ORP values
observed in many of the monitor wells.
Elevated metals concentrations were observed in Monitor Wells MW-5S, MW-5D and MW-WSP-2XD. These
concentrations are a result of the presence of a high quantity of sodium lactate in the sample, which temporarily
causes a spike in several metals and elevated laboratory reporting limits. In addition, elevated sulfate
concentrations were also observed at Monitor Wells MW-5S and MW-5D. Again, these conditions at these
monitor wells are reflective of the high amount of sodium lactate confined to these well locations. Once the
lactate is depleted, the metals and sulfate conditions will revert to the pre-injection baseline conditions.
The development of the PCE breakdown constituents has been observed in some of the monitor wells, which is
indicative of the reductive dechlorination process occurring in the groundwater at the Site. It is anticipated that
these concentrations will begin to decrease in time as the reductive dechlorination process continues.
Brookfield will continue to sample the monitor wells during the next quarterly sampling round as required by the
injection permit.

FORMER MODERN DRYCLEANER AND LAUNDRY SITE - INDEPENDENCE MALL
Project No. 31402113.000
BROOKFIELD PROPERTIES
WSP
October 2020
Page 14
5 CONCLUSIONS
 The third quarter post-injection sampling round at the Site was completed by WSP in September 2020.
Groundwater-level measurements and groundwater samples were obtained from select monitor wells as part
of the Injection Permit #WI0800528.

 The lateral direction of groundwater flow is to the north/northwest in the shallow and deep overburden.

 Exceedances of the North Carolina GWS for CVOCs were reported in seven of the monitor wells during the
third quarter post-injection sampling round. Most of the exceedances are associated with the the PCE
breakdown constituent concentrations since the PCE is undergoing reduction dechlorination.

 Two injection rounds of sodium lactate were performed in February 2020 and August 2020. A Post-injection
sampling was conducted in September 2020 as part of the third quarter sampling round. Anaerobic reducing
conditions in groundwater have been established in the areas of the historically elevated CVOC
concentrations at the Site.

 The overall foot-print of PCE-impacted groundwater has been reduced at the Site.

 The concentrations of CVOCs in the shallow and deep overburden will continue to be monitored to confirm
that the bioremediation in groundwater is occurring.

FORMER MODERN DRYCLEANER AND LAUNDRY SITE - INDEPENDENCE MALL
Project No. 31402113.000
BROOKFIELD PROPERTIES
WSP
October 2020
Page 15
6 RECOMMENDATIONS
The groundwater monitoring program will be continued at this Site in order to monitor the progress of
remediation and the concentrations of CVOCs in the groundwater as required by the injection permit. The next
scheduled sampling round will occur in December 2020.

TABLES

TABLE 1
MODERN DRY CLEANERS AND LAUNDRY SITE
3750 OLEANDER DRIVE
WILMINGTON, NORTH CAROLINA
Monitor Well Network Construction Summary/ Groundwater Elevation Data
Northing Easting
MW-3S 170915.93 2331989.69 42.15 2 5 - 15 6.67 4.98 5.19 5.85 35.48 37.17 36.96 36.30
MW-4S 170993.04 2331961.32 41.89 2 5 - 15 6.51 4.81 5.01 5.60 35.38 37.08 36.88 36.29
MW-5S 170848.00 2331953.23 41.85 2 5 - 15 6.16 4.60 4.88 5.01 35.69 37.25 36.97 36.84
MW-6S 170780.40 2331911.01 41.66 2 5 - 20 5.97 3.99 4.53 4.71 35.69 37.67 37.13 36.95
MW-7S 171016.27 2331842.49 41.60 2 5 - 15 6.28 4.60 4.72 5.86 35.32 37.00 36.88 35.74
MW-13S 171174.71 2331595.82 42.17 2 5 - 20 7.06 5.41 5.36 NA 35.11 36.76 36.81 NA
MW-WSP-1S 170938.37 2331773.09 41.86 4 5 - 15 6.42 4.84 4.92 5.71 35.44 37.02 36.94 36.15
MW-3D 170911.15 2331987.26 42.38 2 38 - 43 6.92 5.38 5.47 6.27 35.46 37.00 36.91 36.11
MW-5D 170844.35 2331950.72 41.74 2 37 - 42 6.31 4.71 4.85 5.65 35.43 37.03 36.89 36.09
MW-7D 171015.96 2331846.24 41.76 2 38 - 43 6.49 4.86 4.96 5.81 35.27 36.90 36.80 35.95
MW-WSP-1XD 170842.00 2331953.23 41.67 4 20 - 30 6.07 4.72 4.77 5.67 35.60 36.95 36.90 36.00
MW-WSP-2XD 171010.26 2331930.37 41.47 4 30 - 40 6.15 4.58 4.62 5.56 35.32 36.89 36.85 35.91
MW-WSP-1D 170788.63 2331887.28 41.36 4 25 - 35 5.69 4.12 4.22 5.11 35.67 37.24 37.14 36.25
MW-WSP-2D 171008.30 2331934.18 41.51 4 20 - 30 6.16 4.60 4.67 5.53 35.35 36.91 36.84 35.98
MW-WSP-4D 170935.17 2331771.11 41.72 4 26 - 36 6.29 4.78 4.73 5.57 35.43 36.94 36.99 36.15
MW-WSP-5D 170844.53 2331859.82 41.14 4 20 - 30 5.54 3.97 4.06 4.92 35.60 37.17 37.08 36.22
MW-WSP-6D 171045.06 2331799.19 41.76 4 26 - 36 6.48 4.89 4.97 5.76 35.28 36.87 36.79 36.00
NOTES:
1. Feet above mean sea level.
2. Feet below grade.
3. Feet below top of inner casing.
4. NA - not available
Shallow Overburden Wells
Deep Overburden Wells
Well LocationWell ID
Top of Casing
Elevation
(famsl)1
Well Diameter
(inches)
Well Screen
Interval
(ft bg)2
Depth to Water
8/20/2019
(ft btoc)3
Depth to Water
3/10/2020
(ft btoc)
Groundwater
Elevation
8/20/2019
(famsl)
Groundwater
Elevation
9/15/2020
(famsl)
Groundwater
Elevation
3/10/2020
(famsl)
Depth to Water
6/2/2020
(ft btoc)
Groundwater
Elevation
6/2/2020
(famsl)
Depth to Water
9/15/2020
(ft btoc)
TABLE 2
FORMER MODERN DRY CLEANERS AND LAUNDRY SITE
3750 OLEANDER DRIVE
WILMINGTON, NORTH CAROLINA
Summary of Groundwater Monitoring and Quality Assurance - September 2020
Groundwater Groundwater Matrix Collection Parameters Analytical Sample Sample Container Hold Time Analytical Methods:
Well ID Level Monitoring Sampling and Analysis Type Frequency Analyzed Method Preservation (Volume and Type)SM2320 B-11
MW-3S X X
GW1 1/Qtr3 refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2 SM5210 B-01
MW-4S X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2 SM5220 C-11, HACH8000
MW-5S X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2 EPA 300/ SW846 9056A
MW-6S X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2 SM5310 B-11, 9060M
MW-7S X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2 RSK-175
MW-WSP-1S X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2 EPA353.2/SM4500NO2B
MW-3D X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2 EPA 353.2/LACHAT
MW-5D X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2 SM4500NO2 B-11
MW-7D X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2 EPA 200.7/ SW846 6010C
MW-WSP-1D X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2 SW846 8260B
MW-WSP-2XD X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2
MW-WSP-4D X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2
MW-WSP-6D X X GW 1/Qtr refer to INSET 1 refer to INSET 1 refer to INSET 2 refer to INSET 2 refer to INSET 2
Field Blank (FB)X DW2 1/day4 TCL6 VOCs EPA 8260 HCL7 40ml Glass Vial 14 days
Trip Blank (TB)X DW
1/lab cooler5 TCL6 VOCs EPA 8260 HCL7 40ml Glass Vial 14 days
Biological
Oxygen Demand:
Notes:Chemical
1 - Groundwater 5 - One for every laboratory cooler received/shipped Oxygen Demand:
2 - Deionized water 6 - Target Compound List Volatile Organic Compounds Sulfate:None (1) 250 ml Plastic 28 days
3 - One per quarter 7 - Hydrochloric Acid Total
4 - One for every day of sampling Organic Carbon:
Carbon Dioxide:None (2) 40ml Glass Vial 7 days
Methane, Ethane, Ethene:
Metals:HNO3 (1) 500 ml Plastic 6 months
TCL VOCs:HCL (3) 40ml Glass Vial 14 days
Parameters:
Sample
Preservation
Sample Container
(Volume and Type) Hold Time
None (1) 250 ml Plastic
28 days
HCL (1) 60ml Glass Vial 28 days
48 hoursNitrate, Nitrite:None (1) 250 ml Plastic (shared)
48 hours
INSET 1
TCL VOCs:
INSET 2
Parameters Analyzed:
HCL (3) 40ml Glass Vial 14 days
H2SO4 (1) 250 ml Plastic
Alkalinity, as total CaCO3:
Biological Oxygen Demand:
Chemical Oxygen Demand:
Metals:
Groundwater Sampling - Analytical Method - Quality Assurance Summary
Sulfate:
Total Organic Carbon:
Carbon Dioxide:
Nitrogen, Nitrate, Nitrite:
NC 2L
Groundwater
Standards +
Lab Sample ID:Interim (IMACs)FA78849-5 FA78849-2 FA78886-1 FA78848-2 FA78849-7 FA78849-3 FA78849-6 FA78886-2 FA78849-8 FA78848-1 FA78849-1 FA78849-4 FA78848-3 FA78848-4 FA78848-5 FA78849-9 FA78849-10 FA78886-3 FA78886-4
Date Sampled:(NCDENR 04/13)9/16/2020 9/16/2020 9/17/2020 9/15/2020 9/16/2020 9/16/2020 9/16/2020 9/17/2020 9/16/2020 9/15/2020 9/16/2020 9/16/2020 9/15/2020 9/15/2020 9/15/2020 9/16/2020 9/15/2020 9/17/2020 9/15/2020
Field Blank Trip Blank Field Blank Trip Blank Field Blank Trip Blank
Water Water Water Water Water Water
Acetone ug/l 6000 10 U 10 U 186 10 U 10 U 10 U 10 U 736 10 U 10 U 175 10 U 10 U 10 U 10 U 10 U 10 U 10 U 10 U
Benzene ug/l 1 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 1.6 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U
Bromobenzene ug/l -0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 1.8 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U
Bromochloromethane ug/l -0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 2.3 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U
Bromodichloromethane ug/l 0.6 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 1.2 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
Bromoform ug/l 4 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 2.0 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U
2-Butanone (MEK)ug/l 4000 2.0 U 2.0 U 238 2.0 U 2.0 U 2.0 U 2.0 U 1970 2.0 U 2.0 U 91.8 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U
n-Butylbenzene ug/l 70 0.72 J 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 1.2 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
sec-Butylbenzene ug/l 70 0.47 J 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 1.2 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
tert-Butylbenzene ug/l 70 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 1.6 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U
Carbon Tetrachloride ug/l 0.3 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 1.8 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U
Chlorobenzene ug/l 50 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 1.0 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
Chloroethane ug/l 3000 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U 3.3 U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
Chloroform ug/l 70 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 1.5 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 1.2 0.30 U 1.3 0.30 U 1.3 0.30 U
o-Chlorotoluene ug/l 100 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 1.1 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
p-Chlorotoluene ug/l 24 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 1.5 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U
Dibromochloromethane ug/l 0.4 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 1.4 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
1,2-Dibromoethane ug/l 0.02 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 1.4 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
Dichlorodifluoromethane ug/l 1000 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 2.5 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U
1,2-Dichlorobenzene ug/l 20 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 1.6 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
1,3-Dichlorobenzene ug/l 200 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 1.1 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
1,4-Dichlorobenzene ug/l 6 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 1.3 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
1,1-Dichloroethane ug/l 6 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 1.7 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
1,2-Dichloroethane ug/l 0.4 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 1.6 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U
1,1-Dichloroethylene ug/l 350 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 1.6 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
cis-1,2-Dichloroethylene ug/l 70 2.4 9.2 26.5 0.28 U 0.28 U 1.3 107 E 6.3 9.1 0.28 U 72.4 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
trans-1,2-Dichloroethylene ug/l 100 0.22 U 0.41 J 0.62 J 0.22 U 0.22 U 0.22 U 5.6 1.1 U 0.22 U 0.22 U 0.54 J 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
1,2-Dichloropropane ug/l 0.6 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 2.1 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
1,3-Dichloropropane ug/l -0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 1.5 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U
2,2-Dichloropropane ug/l -0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 1.2 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
1,1-Dichloropropene ug/l -0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 1.7 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
cis-1,3-Dichloropropene ug/l 0.4 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 1.5 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U
trans-1,3-Dichloropropene ug/l 0.4 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 1.1 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
Di-Isopropyl Ether ug/l 70 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 1.2 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
Ethyl Alcohol ug/l 4000 82 U 82 U 82 U 82 U 82 U 82 U 82 U 410 U 82 U 82 U 603 82 U 82 U 82 U 82 U 82 U 82 U 82 U 82 U
Ethylbenzene ug/l 600 4.5 0.36 U 0.52 J 0.36 U 0.36 U 0.36 U 0.36 U 1.8 U 0.36 U 0.36 U 1 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U
2-Hexanone ug/l 40 2.0 U 2.0 U 7.6 J 2.0 U 2.0 U 2.0 U 2.0 U 10 U 2.0 U 2.0 U 3.7 J 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U
Isopropylbenzene ug/l 70 1.2 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 1.1 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
p-Isopropyltoluene ug/l 25 0.26 J 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 1.1 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
Methyl Bromide ug/l 10 0.59 U 0.59 U 0.59 U 0.59 U 0.59 U 0.59 U 0.59 U 2.9 U 0.59 U 0.59 U 0.59 U 0.59 U 0.59 U 0.59 U 0.59 U 0.59 U 0.59 U 0.59 U 0.59 U
Methyl Chloride ug/l 3 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 2.5 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U
Methylene Chloride ug/l 5 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 10 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U
4-Methyl-2-pentanone (MIBK)ug/l 100 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 5.0 U 1.0 U 1.0 U 1.5 J 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U
Methyl Tert Butyl Ether ug/l 20 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 1.1 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
Naphthalene ug/l 6 3.9 J 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 5.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U
n-Propylbenzene ug/l 70 3 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 1.4 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U
Styrene ug/l 70 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 1.1 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
1,1,1,2-Tetrachloroethane ug/l 1 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 1.4 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
1,1,2,2-Tetrachloroethane ug/l 0.2 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 1.5 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U
Tetrachloroethylene ug/l 0.7 4.7 3.4 2.8 0.22 U 0.22 U 0.22 U 0.22 U 1.1 U 0.22 U 0.22 U 0.50 J 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
Toluene ug/l 600 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 1.5 U 0.30 U 0.30 U 0.30 U 0.37 J 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U
1,2,3-Trichlorobenzene ug/l -0.61 U 0.61 U 0.61 U 0.61 U 0.61 U 0.61 U 0.61 U 3.1 U 0.61 U 0.61 U 0.61 U 0.61 U 0.61 U 0.61 U 0.61 U 0.61 U 0.61 U 0.61 U 0.61 U
1,2,4-Trichlorobenzene ug/l 70 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 2.5 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U
1,1,1-Trichloroethane ug/l 200 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 1.2 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
1,1,2-Trichloroethane ug/l 0.6 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 2.3 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U
Trichloroethylene ug/l 3 1.4 1.2 1.1 0.35 U 0.35 U 0.35 U 0.86 J 4.1 J 0.35 U 0.35 U 2.5 J 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U
Trichlorofluoromethane ug/l 2000 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 2.5 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U 0.50 U
1,2,3-Trichloropropane ug/l 0.005 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U 3.2 U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
1,2,4-Trimethylbenzene ug/l 400 11 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 1.6 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
1,3,5-Trimethylbenzene ug/l 400 11.8 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 1.4 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
Vinyl Acetate ug/l 88 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 10 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U 2.0 U
Vinyl Chloride ug/l 0.03 0.41 U 0.41 U 17.8 0.41 U 0.41 U 0.41 U 0.98 J 2.0 U 2.1 J 0.41 U 18.7 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U
Legend:
7.8 Number in bold and yellow background indicates an exceedance of NC 2L GWS - North Carolina Department of Environment and Natural Resources - Groundwater Standards.
4.9 Number with blue background indicates the consituent was detected, but does not exceed the NC 2L GWS.
0.22 U Indicates the consituent was non-detect with the corresponding laboratory reporting limit.
E E = Indicates value exceeds calibration range
J J Indicates an estimated value.
Water Water Water Water WaterMatrix: Water WaterWater Water Water Water Water
MS Volatiles (SW846 8260D)
MW-7DClient Sample ID: MW-7SMW-3S MW-5S MW-6S MW-WSP-1S MW-3D
TABLE 3
FORMER MODERN DRY CLEANERS AND LAUNDRY SITE
3750 OLEANDER DRIVE
WILMINGTON, NORTH CAROLINA
Third Quarter Post-Injection Groundwater Sampling VOC Analytical Results - September 2020
TRIP BLANK FIELD BLANK TRIP BLANK FIELD BLANK TRIP BLANKMW-4S MW-WSP-6D FIELD BLANK
Water
MW-WSP-1D MW-WSP-2XD MW-WSP-4DMW-5D
cis-1,2- trans-1,2- Vinyl
Dichloroethene Dichloroethene Chloride
Pre-Injection Data 8/21/2019 6.1 0.91 I 0.56 I ND ND
3/11/2020 1.6 ND 0.42 I ND ND
6/2/2020 0.94 I ND ND ND ND
9/16/2020 4.7 1.4 2.4 ND ND
Pre-Injection Data 8/21/2019 15.1 3.8 120 5.3 7.8
3/12/2020 0.6 J ND ND ND ND
6/3/2020 1.1 0.61 J 19.7 0.70 J 0.50 J
9/16/2020 3.4 1.2 9.2 0.41 J ND
Pre-Injection Data 8/21/2019 47.2 13.4 13 1.4 2.2
3/10/2020 124 20.3 I 47.9 I ND ND
6/4/2020 250 36.5 J 409 ND ND
9/17/2020 2.8 1.1 26.5 0.62 J 17.8
Pre-Injection Data 8/21/2019 ND ND 0.85 I ND ND
3/10/2020 ND ND 0.66 I ND ND
6/2/2020 ND ND 0.50 J ND ND
9/15/2020 ND ND ND ND ND
Pre-Injection Data 8/22/2019 ND ND ND ND ND
3/11/2020 ND ND ND ND ND
6/3/2020 ND ND ND ND ND
9/16/2020 ND ND ND ND ND
MW-13S Pre-Injection Data 8/20/2019 ND ND ND ND ND
Pre-Injection Data 8/20/2019 3.7 0.36 I 2.3 ND ND
3/11/2020 0.91 I 0.63 I 3.6 0.3 I ND
6/3/2020 ND ND 4.1 0.37 J 0.61 J
9/16/2020 ND ND 1.3 ND ND
Pre-Injection Data 8/21/2019 12.4 23.2 134 7.5 ND
3/11/2020 2.1 5.2 85.1 6.2 ND
6/2/2020 ND 1.4 83.2 6.3 ND
9/16/2020 ND 0.86 J 107 5.6 0.98 J
Pre-Injection Data 8/21/2019 40.1 53.9 14.9 0.72 I ND
3/10/2020 151 ND 59.6 ND ND
6/4/2020 ND* ND* ND* ND* ND*
9/17/2020 ND 4.1 J 6.3 ND ND
Pre-Injection Data 8/22/2019 37.8 188 265 3.3 I ND
3/11/2020 2.8 I 102 272 4.5 I ND
6/3/2020 ND 10.9 297 5.4 ND
9/16/2020 ND ND 9.1 ND 2.1 J
Pre-Injection Data 8/22/2019 ND ND ND ND ND
6/2/2020 0.25 J ND ND ND ND
9/15/2020 ND ND ND ND ND
Pre-Injection Data 8/21/2019 0.58 I ND ND ND ND
Post-Injection Data 3/10/2020 ND ND ND ND ND
MW-WSP-2D Pre-Injection Data 8/21/2019 384 159 7.7 ND ND
Pre-Injection Data 8/21/2019 2,360 1,150 235 ND ND
3/12/2020 166 153 202 ND ND
6/4/2020 141 192 387 1.3 J 26.9
9/16/2020 0.50 J 2.5 J 72.4 0.54 J 18.7
Pre-Injection Data 8/20/2019 0.71 I ND ND ND ND
3/11/2020 ND ND ND ND ND
6/3/2020 ND ND ND ND ND
9/16/2020 ND ND ND ND ND
Pre-Injection Data 8/21/2019 ND ND ND ND ND
Post-Injection Data 3/12/2020 ND ND ND ND ND
Pre-Injection Data 8/20/2019 ND ND ND ND ND
3/11/2020 ND ND ND ND ND
6/3/2020 ND ND ND ND ND
9/15/2020 ND ND ND ND ND
0.7 3 70 100 0.03
NOTES:
1. All concentrations are presented in micrograms per liter (ug/L or ppb).
3. ND - Not Detected.
4. I - Result >= method detection level < practical quantitation limit
5 * - Elevated detection limits.
6 J - Estimated value
7 Light blue highlighted cell indicates pre-injection sampling data
MW-WSP-1XD
MW-WSP-5D
Constituent Concentration (ug/l)1
Shallow Overburden
Deep Overburden
MW-WSP-1D
Post-Injection Data
Post-Injection Data
Post-Injection Data
Post-Injection Data
Post-Injection Data
Post-Injection Data
Post-Injection Data
Post-Injection Data
Post-Injection Data
MW-6S
Post-Injection Data
TABLE 4
FORMER MODERN DRY CLEANERS & LAUNDRY SITE
3750 OLEANDER DRIVE
Tetrachloroethene Trichloroethene
Groundwater Sampling Results Summary - Site CVOCs - August 2019 through September 2020
Sample Locations Sample Date
WILMINGTON, NORTH CAROLINA
Timing
2. All numbers in bold red indicates an exceedance of NC 2L GWS - North Carolina Department of Environment and Natural Resources - Groundwater Standards.
MW-WSP-6D
MW-WSP-4D
MW-WSP-2XD
NC 2L GWS
Post-Injection Data
Post-Injection Data
Post-Injection Data
MW-5S
MW-4S
MW-3S
MW-7D
MW-5D
MW-3D
MW-7S
MW-WSP-1S
TABLE 5
FORMER MODERN DRY CLEANERS AND LAUNDRY SITE
3750 OLEANDER DRIVE
WILMINGTON, NORTH CAROLINA
Groundwater Quality Results Summary - Permanent Gases, General Chemistry and Field Parameters
Well ID
Groundwater Zone
Timing Pre-
Injection
Pre-
Injection
Pre-
Injection
Pre-
Injection
Pre-
Injection
Pre-
Injection
Date Sampled 08/21/19 03/11/20 06/02/20 09/16/20 08/21/19 03/12/20 06/03/20 09/16/20 08/21/19 03/10/20 06/04/20 09/17/20 08/21/19 03/10/20 06/02/20 09/15/20 08/22/19 03/11/20 06/03/20 09/16/20 08/20/19 03/11/20 06/03/20 09/16/20
Permanent Gases (ug/L)
Methane 64.4 56.9 34.4 97.4 88.4 601 1.4 17.2 169 98.7 1,940 1,470 483 257 139 247 318 247 11.5 459 727 1,460 1,340 1,280 --
Ethane 0.32 U 0.32 U 0.32 U 0.32 U 0.53 I 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.66 J 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 6.6 0.32 U 0.32 U 0.32 U --
Ethene 0.43 U 0.43 U 0.43 U 0.43 U 0.74 I 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 1.1 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 3.6 0.43 U 0.43 U 0.43 U --
Carbon Dioxide 23,300 18,200 20,100 22,200 34,600 21,900 21,700 9,090 55,400 144,000 24,200 16,200 35,900 7,550 20,300 25,700 34,800 10,800 24,000 24,400 31,900 18,100 14,800 27,300 --
General Chemistry (mg/L)
Alkalinity, Total as CaCO3 NS 61.7 50.8 975 NS 3.1 I 6.1 5.1 NS 4,960 1,920 925 NS 18.7 16 25.3 NS 4.2 I 2.5 U 2.5 U NS 381 448 411 --
BOD, 5 Day 2 U 2 U 4.0 U 4.0 U 2 U 2 U 4.0 U 4.0 U 2 U 15,200 4,410 1,260 2 U 2 U 4.0 U 4.0 U 2 U 2 U 4.0 U 4.0 U 9.2 2.4 I 4.0 U 4.0 U --
Chemical Oxygen Demand 70.4 54.1 151 111 17.6 I 16.4 I 19.3 J 62.2 32.7 26,800 8,900 1,080 27.7 27 35.9 43.2 5.3 U 8.2 I 22.1 21.6 95.6 54.8 77.2 141 --
Nitrogen, Nitrate 0.074 I 0.21 0.4 0.059 J 0.15 0.086 I 1.3 0.25 J 0.059 I 5 U 1.3 U 10 U 0.05 U 0.05 U 0.080 J 0.075 J 0.05 U 0.05 U 0.079 J 0.050 J 0.05 U 0.25 U 0.091 J 0.25 J 10
Nitrogen, Nitrite 0.050 U 0.050 U 0.050 U 0.050 U 0.050 U 0.050 U 0.050 U 0.25 U 0.05 U 5 U 1.3 U 10 U 0.050 U 0.050 U 0.050 U 0.050 U 0.050 U 0.050 U 0.050 U 0.050 U 0.05 U 0.25 U 0.050 U 0.25 U 1
Sulfate 8 17.8 16.1 25.7 34 41.6 44.6 19.6 42 151 I 15 U 7,300 41.6 41.4 48.9 43.1 91.9 73.7 44 42.7 19.1 26.8 36.2 19.6 250
Total Organic Carbon 22.3 14.1 37.4 27.7 18.8 5.9 8.9 10.5 26.1 NS 2,630 2,190 23.6 NS 13 12.2 20.8 5.3 7.8 4.8 58.4 16.9 39 36.6 --
Field Parameters
pH (s.u.)5.87 5.78 5.34 5.56 4.93 5.01 4.92 4.99 5.33 6.29 6.11 6.33 5.09 5.96 5.88 5.76 4.55 4.93 5.01 4.42 6.28 6.46 6.32 6.24 --
Specific Conductivity (mmhos)0.153 0.197 0.201 0.222 0.14 0.233 0.222 0.212 0.255 10.1 8.5 9.98 0.178 0.209 0.134 0.144 0.235 0.224 0.231 0.173 0.433 0.795 0.539 0.651 --
Turbidity (NTU)673 319 430 111 54.9 20.7 11.7 6.9 101 >999 >999 >999 137 10 111 45 74 29.7 23.1 64.1 51.8 477 566 654 --
Dissolved Oxygen (mg/L)0.3 1.11 0.89 0 0.54 0.21 0.34 5.56 0 0.98 0.88 0.81 0.31 1.86 0.75 1.01 1.17 0.03 0.34 7.32 0.58 0.4 0.3 0.2 --
Temperature (°C)29.75 18.7 25.23 30.24 30.51 23.25 25.03 30.94 28.32 22.01 25.89 30.45 28.58 20.74 26.05 30.26 28.83 24.07 25.94 29.86 30.14 20.99 25.34 30.06 --
REDOX (mV) 8 89 -2 30 93 -11 -10 204 -5 -175 -198 -212 10 101 22 12 51 115 12 81 -68 -62 -113 -105 --
NOTES:
* - Some detection limits are elevated due to difficult sample matrices.
Concentration in units as presented above; blue background represent hits, yellow background represent exceedance of standards.
NC 2L GWS - North Carolina Department of Environment and Natural Resources - Groundwater Standards.
U - Not Detected.
J - Estimated value
I - result >= method detection limit < practical quantitation limit
NS - Not Sampled.
°C - degrees Celcius.
mg/L - milligrams per liter.
mmhos - micromhos.
mV - millivolts.
NTU - nephelometric turbidity units.
s.u. - standard units.
ug/L - micrograms per liter.
MW-6S
Post-Injection Post-Injection
shallow overburden shallow overburden shallow overburden
MW-3S
Post-Injection
MW-4S
Post-Injection
MW-5S
NC 2L GWSPost-Injection
MW-WSP-1S
shallow overburden
Post-Injection
MW-7S
shallow overburdenshallow overburden
TABLE 5
FORMER MODERN DRY CLEANERS AND LAUNDRY SITE
3750 OLEANDER DRIVE
WILMINGTON, NORTH CAROLINA
Groundwater Quality Results Summary - Permanent Gases, General Chemistry and Field Parameters
Well ID
Groundwater Zone
Timing Pre-
Injection
Pre-
Injection
Pre-
Injection
Pre-
Injection
Pre-
Injection
Pre-
Injection
Pre-
Injection
Date Sampled 08/21/19 03/11/20 06/02/20 09/16/20 08/21/19 03/10/20 06/04/20 09/17/20 08/22/19 03/11/20 06/03/20 09/16/20 08/22/19 06/02/20 09/16/20 08/21/19 03/12/20 06/04/20 09/16/20 08/20/19 03/11/20 06/03/20 09/16/20 08/20/19 03/11/20 06/03/20 09/15/20
Permanent Gases (ug/L)
Methane 442 538 451 1,230 1,720 120 181 522 210 273 319 10,100 2,760 787 431 182 74.9 574 3,780 568 114 1,830 5,350 82.5 19.4 1.2 85.6 --
Ethane 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 2.7 0.41 I 0.32 U 0.32 U 0.74 I 0.35 I 0.32 U 0.32 U 1.5 0.54 I 0.32 U 1.9 --
Ethene 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.54 I 0.50 I 0.63 J 0.70 J 0.43 U 0.43 U 0.43 U 12 0.45 I 0.43 U 7.7 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U --
Carbon Dioxide 10,600 6,610 12,600 8,400 5,900 111,000 162,000 69,700 8,070 4,340 4,870 34,100 7,290 14,000 4,420 8,190 54,700 81,700 89,000 18,600 60,700 24,400 72,800 15,400 6,900 13,900 11,200 --
General Chemistry (mg/L)
Alkalinity, Total as CaCO3 NS 175 117 212 NS 308 3,320 6,450 NS 221 243 586 NS 3.5 J 2.5 U NS 794 968 2,180 NS 726 371 282 NS 15.7 22.8 6.9 --
BOD, 5 Day 2 U 2 U 4.0 U 12.9 2 U 12,700 14,300 9,210 2 U 2 U 4.0 U 100 10.4 4.0 U 4.0 U 6.4 1,050 1,110 3,650 9.2 999 67.3 10.6 2.3 I 2 U 4.0 U 4.0 U --
Chemical Oxygen Demand 15.1 I 16.2 I 19.3 J 48.7 25.2 16,300 33,000 17,800 17.4 I 8.2 I 13.8 J 1,400 47.2 13.8 J 13.5 J 25.2 2,870 2,510 8,340 20.1 2,580 238 78.4 15.1 I 5.5 I 11.0 J 10.8 J --
Nitrogen, Nitrate 0.05 U 0.05 U 0.087 J 0.050 U 0.05 U 5 U 10 U 10 U 0.05 U 0.05 U 0.050 U 0.53 J 0.05 U 0.050 U 0.050 U 0.05 U 0.5 U 0.50 U 2.5 U 0.05 U 0.5 U 0.065 J 0.27 J 0.05 U 0.05 U 0.070 J 0.053 J 10
Nitrogen, Nitrite 0.05 U 0.05 U 0.050 U 0.050 U 0.05 U 5 U 10 U 10 U 0.05 U 0.05 U 0.050 U 0.50 U 0.05 U 0.050 U 0.050 U 0.05 U 0.5 U 0.50 U 2.5 U 0.05 U 0.5 U 0.050 U 0.25 U 0.05 U 0.05 U 0.050 U 0.050 U 1
Sulfate 34.5 40 46.4 21.1 12.6 145 I 120 U 7,470 35.8 30.5 26 12.8 J 13.2 31.3 11.8 30.9 7.8 I 6.0 U 30 U 65.6 8 I 1.0 J 10.1 35 40.2 43.1 39.2 250
Total Organic Carbon 15.6 5.0 5.9 14.1 16.1 NS 8,930 6,820 22.1 4.6 4.9 430 24.9 5.6 4.5 22 934 1,130 2,420 18.8 1,020 58.1 12.6 14.6 3.4 3.4 2.5 --
Field Parameters
pH (s.u.)6.57 6.66 6.23 6.35 6.68 6.08 6.7 6.67 7.03 6.99 7.08 6.21 6.57 6.42 4.65 6.71 6.33 6.76 6.58 6.39 6.06 6.24 6.12 6.56 5.17 5.23 5.71 --
Specific Conductivity (mmhos)0.359 0.484 0.235 0.468 0.268 12.04 10.3 12.07 0.565 0.532 0.615 1.36 0.244 0 0.058 0.412 10.4 9.8 12.3 0.386 9.89 9.4 9.6 0.281 0.191 0.121 0.223 --
Turbidity (NTU)90.6 13.9 34.1 9.7 337 >999 >999 >999 151 6 2.6 111 8.4 10.1 0.8 1.3 >999 >999 >999 11 >999 >999 >999 60.9 21.4 10.5 11.2 --
Dissolved Oxygen (mg/L)0.37 3.48 0.99 0 0.38 0.94 0.87 0.75 0 3.85 2.01 0 0 0.2 1.35 0.26 0.02 0.3 0 7.62 0.04 0.02 0.02 0.91 0.2 0.32 0.2 --
Temperature (°C)24.7 20.92 24.36 25.01 25.51 22.03 25.01 25.25 25.97 23.4 23.7 26.16 25.73 24.43 26.78 25.96 22.78 24.87 25.95 26.39 23.02 24.78 26.01 28.51 23.09 25.22 26.04 --
REDOX (mV) -60 -83 -111 -166 -67 -183 -195 -205 -79 -120 -83 -153 -79 -63 102 -90 -203 -224 -175 -57 -191 -203 -195 -66 72 -22 -10 --
NOTES:
* - Some detection limits are elevated due to difficult sample matrices.
Concentration in units as presented above; blue background represent hits, yellow background represent exceedance of standards.
NC 2L GWS - North Carolina Department of Environment and Natural Resources - Groundwater Standards.
U - Not Detected.
J - Estimated value
I - result >= method detection limit < practical quantitation limit
NS - Not Sampled.
°C - degrees Celcius.
mg/L - milligrams per liter.
mmhos - micromhos.
mV - millivolts.
NTU - nephelometric turbidity units.
s.u. - standard units.
ug/L - micrograms per liter.
NC 2L GWS
deep overburden
MW-WSP-2XD
deep overburden
MW-3D
deep overburden
Post-Injection Post-Injection
MW-WSP-4D
deep overburden
Post-Injection
MW-WSP-6D
deep overburden
Post-InjectionPost-Injection
MW-7D
deep overburden
Post-Injection
MW-WSP-1D
deep overburden
Post-Injection
MW-5D
TABLE 6
FORMER MODERN DRY CLEANERS AND LAUNDRY SITE
3750 OLEANDER DRIVE
WILMINGTON, NORTH CAROLINA
Groundwater Quality Results Summary - Unfiltered and Filtered Metals
Well ID
Groundwater Zone
Timing
Date Sampled
Metals (ug/L)
Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered
Aluminum 11,700 4,880 13,300 264 45,400 536 4,780 1,740 778 466 1,200 820 925 709 2,160 1,170 1,510 964 157,000 140,000 27,600 5,250 40,300 8,370 1,220 514 746 727 2,750 822 2,660 342 -
Antimony 2.9 I 2.6 I 2.5 I 2.0 I 1.0 U 2.1 J 1.0 U 1.0 U 1.0 U 2.3 I 1.0 U 1.0 U 1.0 U 2.3 J 1.0 U 1.0 U 1.3 I 3.3 I 27.6 I 12.9 I 5.0 U 5.0 U 5.0 U 1.0 U 1.8 I 1.0 U 1.0 U 1.0 U 2.7 J 2.5 J 1.0 U 1.0 U 1
Arsenic 1.7 I 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 2.9 I 1.8 I 9.7 I 9.4 I 32.8 J 17.5 J 6.5 U 1.3 U 1.3 U 1.5 I 1.3 U 1.3 U 1.6 J 1.3 U 1.3 U 1.3 U 10
Barium 51.9 I 38.6 I 27.0 I 13.9 I 59.0 J 13.8 J 18.0 J 17.8 J 43.4 I 43.4 I 113 I 110 I 55.9 J 59.4 J 72.7 J 70.8 J 108 I 109 I 337 I 310 I 109 J 78.6 J 395 J 221 42.5 I 40.5 I 34.9 I 42.3 I 49.1 J 38.1 J 68.9 J 50.7 J 700
Beryllium 0.20 U 0.20 U 0.20 U 0.20 U 0.27 J 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 I 0.20 I 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 4
Cadmium 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.30 I 0.20 U 0.20 U 0.20 U 0.20 U 0.20 J 0.20 U 0.20 U 0.20 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 2
Calcium 30,400 28,500 26,600 24,500 24,300 20,800 11,700 11,600 8,440 8,370 14,800 13,800 13,500 14,700 28,400 25,500 32,500 33,100 197,000 175,000 81,800 74,600 32,300 19,800 21,800 21,300 23,700 20,900 22,300 24,000 19,600 19,700 -
Chromium 8.3 I 5.4 I 11.6 1.3 I 35.3 1.8 J 7.3 J 4.7 J 1.5 I 1.7 I 1.7 I 1.0 U 1.5 J 1.1 J 2.7 J 1.6 J 2.5 I 2.1 I 443 419 93 64.7 86.1 33.7 3.5 I 2.2 I 1.7 I 6.3 I 3.2 J 1.6 J 3.9 J 1.6 J 10
Cobalt 0.40 I 0.20 U 0.20 I 0.20 U 2.0 J 0.20 U 0.20 J 0.20 U 0.20 I 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.30 J 0.40 J 0.20 I 0.20 U 7.6 I 6.1 I 1.6 J 1.0 U 3.8 J 1.6 J 0.30 I 0.20 U 0.40 I 0.90 I 0.90 J 0.50 J 0.60 J 0.40 J 1
Copper 9.9 I 3.8 I 5.3 I 1.3 I 14.1 J 1.0 U 4.8 J 3.8 J 1.0 U 1.0 U 2.8 I 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 16.9 I 20.9 I 19.7 J 6.2 J 38.5 J 24.5 J 1.0 U 1.0 U 1.0 U 1.8 I 2.2 J 1.0 U 2.1 J 1.0 U 1000
Iron 703 571 1,420 76.5 I 5,450 133 J 767 522 263 I 234 I 1,110 601 412 295 J 351 221 J 1,040 1,060 14,000 11,600 11,000 8,880 32,100 17,600 637 598 367 551 1,560 824 1,480 476 300
Lead 4.3 I 1.1 U 10.7 4.6 I 26.9 1.1 U 3.1 J 1.2 J 1.1 U 1.1 U 3.0 I 1.1 U 1.1 U 1.1 U 1.1 J 1.1 U 1.7 I 1.1 U 67.8 31.9 24.1 J 6.8 J 38 18.6 1.1 U 1.1 U 3.8 I 4.1 I 1.6 J 1.1 U 1.6 J 1.1 U 15
Magnesium 620 I 606 I 721 I 474 I 1,060 J 439 J 365 J 340 J 821 I 825 I 953 I 922 I 1,470 J 1,590 J 5,320 4,470 J 1,970 I 2,020 I 5,030 I 4,060 I 2,420 J 2,060 J 1850 J 943 J 1,490 I 1,460 I 1,420 I 1,430 I 1,470 J 1,470 J 1,100 J 1,070 J -
Manganese 21.1 21.9 12.2 I 8.4 I 19.6 6.8 J 7.1 J 7.4 J 5.8 I 6.2 I 21.3 19.6 7.6 J 7.7 J 18.6 19.8 20.6 21.3 182 153 103 81 128 61.5 13.0 I 13.0 I 11.4 I 20.3 17 14.2 J 32 24.5 50
Mercury 0.051 I 0.030 U 0.032 I 0.030 U 0.11 J 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.24 I 0.20 I 0.085 J 0.030 U 0.088 J 0.030 U 0.030 U 0.042 I 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 1
Nickel 0.70 I 0.50 I 1.4 I 0.40 U 5.0 J 0.40 U 0.50 J 0.40 U 0.40 U 0.40 I 0.80 I 0.40 I 0.40 U 0.40 U 1.5 J 0.40 J 0.40 U 0.40 U 66.5 I 67.3 I 11.1 J 6.8 J 26.0 J 18.0 J 0.60 I 0.40 U 0.40 U 3.3 I 1.1 J 0.40 U 2.6 J 1.4 J 100
Potassium 4,230 I 4,320 I 2,140 I 1,530 I 2,640 J 1,590 J 1,510 J 1,550 J 3,960 I 3,850 I 2,150 I 1,980 I 4,100 J 4,380 J 6,470 J 6,020 J 3,690 I 3,790 I 253,000 195,000 52,900 46,300 J 10,900 J 4,130 J 2,240 I 2,240 I 2,010 I 3,410 I 2,540 J 2,420 J 3,840 J 3,370 J -
Selenium 2.9 U 2.9 U 2.9 U 5.0 I 4.5 J 2.9 U 4.2 J 2.9 U 2.9 U 2.9 U 4.0 I 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 48.3 I 30.8 I 43.9 J 17.3 J 15 U 5.4 J 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 3.0 J 20
Silver 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 4.9 I 8.4 I 3.5 U 3.5 U 3.5 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 20
Sodium 5,160 I 5,600 I 14,000 13,600 14,000 15,800 34,300 35,500 15,800 16,800 8,600 I 8,240 I 16,700 17,300 40,500 37,900 14,500 15,200 3,800,000 3,740,000 1,080,000 1,130,000 648000 252,000 9,910 I 9,950 I 10,800 10,800 11,000 10,600 13,800 12,600 -
Thallium 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 7.0 U 7.0 U 7.0 U 7.0 U 7.0 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 0.2
Vanadium 20.8 I 14.8 I 17.2 I 6.2 I 45.5 J 6.2 J 28.1 J 27.6 J 8.2 I 7.4 I 3.0 I 1.3 I 10.4 J 8.6 J 8.1 J 6.1 J 9.6 I 8.2 I 706 652 126 J 93.9 J 73.0 J 25.1 J 10.7 I 9.2 I 12.2 I 9.4 I 20.0 J 13.6 J 12.9 J 7.8 J 0.3
Zinc 10.4 I 11.7 I 6.9 I 4.4 U 30.5 4.4 U 19.2 J 4.4 U 5.8 I 13.8 I 24.5 12.5 I 4.4 U 4.4 U 5.1 J 14.8 J 4.4 U 4.4 U 65.7 I 41.7 I 55.7 J 22 U 3,300 2,190 4.4 U 4.7 I 4.4 U 15.9 I 114 51.5 109 70 1000
NOTES:
* - Some detection limits are elevated due to difficult sample matrices.
Metals concentrations presented in micrograms per liter (ug/L); blue background represent hits, yellow background represent exceedance of standards.
NC 2L GWS - North Carolina Department of Environment and Natural Resources - Groundwater Standards.
NA - Not Analyzed.
NS - Not Sampled.
ug/L - micrograms per liter.
I - result >= method detection limit < practical quantitation limit.
U - Not detected with corresponding reporting limit.
NC 2L
GWS
Pre-Injection
MW-3S MW-4S
Post-Injection Pre-Injection Post-Injection
shallow overburden shallow overburden
Pre-Injection
08/21/19 03/11/20 06/02/20 09/16/20 08/21/19 03/12/20 06/03/20 09/16/20 08/21/19
MW-5S
shallow overburden
09/17/20
Post-Injection
09/15/20
Post-Injection
shallow overburden
MW-6S
03/10/20 6/4/2020 08/21/19 03/10/20 06/02/20
Pre-Injection
TABLE 6
FORMER MODERN DRY CLEANERS AND LAUNDRY SITE
3750 OLEANDER DRIVE
WILMINGTON, NORTH CAROLINA
Groundwater Quality Results Summary - Unfiltered and Filtered Metals
Well ID
Groundwater Zone
Timing
Date Sampled
Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered
Aluminum 5,230 3,050 14 U 2,690 11,400 2,390 3,310 2,170 940 172 I 3,650 294 6,530 102 J 1,970 346 1,060 136 I 160 I 19.7 I 315 44.9 J 212 118 J 355 115 I 947 746 476 326 -
Antimony 1.0 U 1.4 I 2.9 I 1.0 U 1.0 U 2.2 J 1.0 U 1.0 U 1.0 U 1.0 U 3.2 I 2.2 I 1.0 U 1.9 J 1.0 U 1.0 U 1.8 I 2.2 I 3.8 I 2.9 I 2.8 J 2.2 J 1.0 U 1.0 U 1.4 I 1.5 I 1.0 U 2.2 J 1.0 U 1.0 U 1
Arsenic 2.0 I 1.3 U 1.3 U 1.3 U 2.8 J 1.3 U 2.1 J 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 10
Barium 100 I 97.8 I 35.2 I 83.3 I 95.3 J 79.8 J 101 J 98.2 J 28.3 I 25.9 I 38.7 I 32.1 I 42.3 J 35.0 J 37.4 J 35.1 J 47.3 I 42.8 I 45.5 I 41.3 I 61.7 J 42.9 J 45.0 J 40.6 J 28.1 I 28.3 I 83.6 J 84.5 J 44.0 J 35.9 J 700
Beryllium 0.50 I 0.50 I 0.20 U 0.30 I 0.36 J 0.34 J 0.41 J 0.42 J 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.30 I 0.20 U 0.20 U 0.20 U 0.83 J 0.22 J 0.20 U 0.20 U 0.20 U 0.20 I 0.22 J 0.28 J 0.20 U 0.20 U 4
Cadmium 0.20 I 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.30 I 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 2
Calcium 19,400 19,500 102,000 15,900 12,800 13,200 9,940 9,700 87,500 86,900 153,000 152,000 136,000 135,000 120,000 119,000 78,700 80,400 87,900 86,300 61,000 63,000 88,200 83,200 40,600 41,400 10,100 10,400 5,270 4,500 -
Chromium 3.6 I 1.8 I 1.0 U 1.1 I 8.2 J 1.0 J 2.3 J 1.3 J 6.1 I 5.0 I 6.0 I 4.2 I 6.4 J 1.9 J 4.4 J 2.6 J 4.6 I 2.1 I 2.6 I 1.7 I 3.9 J 1.8 J 2.3 J 1.6 J 3.0 I 2.0 I 1.1 J 1.0 J 1.2 J 1.1 J 10
Cobalt 1.4 I 1.0 I 0.20 U 0.50 I 1.8 J 0.70 J 0.40 J 0.30 J 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 1
Copper 1.5 I 1.0 U 1.0 U 1.0 U 6.5 J 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.1 I 1.0 U 1.4 J 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1000
Iron 2,350 2,330 118 I 1,700 4,380 616 2,060 716 7,030 4,480 3,800 360 6,510 282 J 4,160 1,180 2,250 331 1,360 146 I 5,360 920 858 341 5,330 4,860 498 484 360 345 300
Lead 1.9 I 1.5 I 5 2.7 I 5.9 1.1 U 1.4 J 1.1 U 1.9 I 1.1 U 10.8 5.6 3.1 J 1.1 U 1.1 U 1.1 U 1.1 U 1.1 U 5.4 6.2 1.1 U 1.1 U 1.1 U 1.1 U 1.1 U 1.7 I 1.1 U 1.1 U 1.1 U 1.1 U 15
Magnesium 2,880 I 2,980 I 2,040 I 2,190 I 2,090 J 2,270 J 1,770 J 1,660 J 2,530 I 2,390 I 2,750 I 2,670 I 2,440 J 2,430 J 1,930 J 1,910 J 2,310 I 2,060 I 1,870 I 1,830 I 1,280 J 1,290 J 2,250 J 2,080 J 2,290 I 2,280 I 771 J 784 J 319 J 271 J -
Manganese 38 38.4 65.8 25.1 34.1 32 23.4 22.9 269 261 186 177 185 164 129 129 55.1 51.2 39.3 38.1 28.5 25.5 56.6 52.1 241 241 10.6 J 10.5 J 5.6 J 6.0 J 50
Mercury 0.030 U 0.030 U 0.030 U 0.089 I 0.033 J 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.38 J 0.030 U 1
Nickel 1.8 I 2.0 I 0.40 U 0.50 I 2.4 J 2.4 J 0.90 J 0.70 J 0.40 U 0.40 I 0.80 I 0.40 U 0.40 J 0.40 U 0.50 J 0.40 U 0.40 I 0.60 I 0.40 U 0.40 U 0.50 J 0.40 U 0.40 U 0.40 U 0.70 I 0.40 U 0.40 U 0.40 U 0.40 U 0.40 U 100
Potassium 4,160 I 4,200 I 1,230 I 3,420 I 3,830 J 3,620 J 3,090 J 2,990 J 3,080 I 2,890 I 3,250 I 3,060 I 3,520 J 3,530 J 3,800 J 3,890 J 1,200 I 1,090 I 1,220 I 1,160 I 1,280 J 1,360 J 1,200 J 1,150 J 1,310 I 1,300 I 1,610 J 1,670 J 1,160 J 1,010 J -
Selenium 3.6 I 4.7 I 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 3.5 J 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 4.7 I 4.4 I 2.9 U 2.9 U 2.9 U 3.2 J 20
Silver 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 20
Sodium 14,100 14,500 11,900 14,500 12,700 12,600 11,500 11,300 22,700 21,500 40,700 41,000 75,500 74,400 60,800 71,600 10,500 11,200 12,500 12,400 12,000 12,400 13,900 13,000 13,000 13,200 6,240 J 6,240 J 3,490 J 3,170 J -
Thallium 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 0.2
Vanadium 10.3 I 8.4 I 0.90 I 7.0 I 19.6 J 0.60 U 9.8 J 3.5 J 4.2 I 2.3 I 5.1 I 1.5 I 5.3 J 0.60 U 3.2 J 1.4 J 6.2 I 2.4 I 3.2 I 2.4 I 4.9 J 2.9 J 2.9 J 2.6 J 2.0 I 1.6 I 1.9 J 1.7 J 1.2 J 1.0 J 0.3
Zinc 14.8 I 17.5 I 4.4 U 4.4 U 1,230 1,260 27.7 27.2 4.4 U 4.4 U 8.2 I 4.4 U 45.5 35.3 21.1 19.1 J 6.6 I 4.4 U 4.4 U 4.4 U 66.2 29.3 4.4 U 4.4 U 4.4 U 4.4 U 4.4 U 4.4 U 4.4 U 4.4 U 1000
NOTES:
* - Some detection limits are elevated due to difficult sample matrices.
Metals concentrations presented in micrograms per liter (ug/L); blue background represent hits, yellow background represent exceedance of standards.
NC 2L GWS - North Carolina Department of Environment and Natural Resources - Groundwater Standards.
NA - Not Analyzed.
NS - Not Sampled.
ug/L - micrograms per liter.
I - result >= method detection limit < practical quantitation limit.
U - Not detected with corresponding reporting limit.
08/22/19 06/02/20
Pre-Injection 2L NC
GWS03/11/20 06/03/20 08/21/19 03/11/20 06/02/20
MW-WSP-1D
09/16/20
MW-WSP-1S
shallow overburden
Post-Injection
shallow overburden
MW-3D
09/16/20
Pre-Injection Post-Injection
08/20/19
Pre-Injection
09/16/20
shallow overburden
MW-7S
Post-Injection
08/22/19 03/11/20 06/03/20
deep overburden
09/15/20
Pre-Injection Post-Injection
TABLE 6
FORMER MODERN DRY CLEANERS AND LAUNDRY SITE
3750 OLEANDER DRIVE
WILMINGTON, NORTH CAROLINA
Groundwater Quality Results Summary - Unfiltered and Filtered Metals
Well ID
Groundwater Zone
Timing
Date Sampled
Metals (ug/L)
Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered
Aluminum 5,480 548 103,000 88,500 71,800 16,600 85,000 121,000 1,260 194 I 47.5 I 14 U 142 J 14 U 2,540 83.9 J 31.7 I 14 U 11,600 47,600 29,000 2,850 29,000 12,300 343 21.7 I 8,750 3,240 2,860 208 1,010 114 J -
Antimony 1.9 I 1.8 I 12.4 I 12.2 I 5.0 U 5.0 U 5.0 U 5.0 U 1.0 U 1.0 U 3.0 I 2.9 I 1.0 U 2.3 J 1.0 U 1.0 U 2.0 I 1.8 I 3.6 I 5.0 U 5.0 U 1.0 U 5.0 U 5.0 U 1.0 U 1.7 I 3.2 I 4.8 I 1.0 U 1.4 J 1.0 U 1.0 U 1
Arsenic 1.8 I 1.3 U 6.5 U 7.7 I 67.5 19.8 J 63.8 93.3 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 2.2 I 14.3 I 11.4 J 1.3 U 6.5 U 6.5 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 10
Barium 41.2 I 26.9 I 136 I 256 I 1,270 752 J 1,180 1,470 51.6 I 44.4 I 37.0 I 35.2 I 40.2 J 37.9 J 129 J 118 J 55.2 I 51.5 I 284 1,010 1270 181 J 550 J 321 J 96.3 I 87.5 I 35.0 I 27.3 I 26.7 J 18.2 J 22.3 J 18.7 J 700
Beryllium 0.90 I 0.20 U 1.0 U 1.0 U 19.6 J 6.7 J 17.2 J 20.6 0.40 I 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.34 J 0.20 U 0.20 U 0.20 U 1.4 I 7.8 I 6.1 J 0.76 J 2.3 J 1.0 J 0.20 U 0.20 U 0.20 I 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 4
Cadmium 0.20 U 0.20 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 1.0 U 1.0 U 0.20 U 1.0 U 1.0 U 0.20 U 0.20 I 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 2
Calcium 83,800 73,000 158,000 133,000 203,000 170,000 246,000 279,000 95,300 92,600 102,000 102,000 105,000 108,000 206,000 205,000 70,300 74,500 101,000 285,000 512,000 100,000 140,000 140,000 69,900 68,800 58,200 56,600 81,200 78,200 63,300 62,400 -
Chromium 20.4 3.1 I 310 316 343 225 316 386 5.6 I 1.7 I 1.3 I 1.0 U 1.1 J 1.0 U 11.6 5.5 J 2.2 I 1.0 U 32.7 140 123 20.2 93.1 75.9 3.3 I 1.7 I 35.9 28.8 7.0 J 2.9 J 5.0 J 1.9 J 10
Cobalt 1.4 I 0.20 U 4.6 I 3.6 I 14.8 J 1.8 J 27.2 J 38.3 J 1.2 I 0.20 I 0.20 U 0.20 U 0.20 U 0.20 U 0.30 J 0.20 U 0.20 U 0.20 U 0.20 U 1.0 U 1.0 U 0.20 U 1.0 U 1.0 U 0.20 U 0.20 U 2.0 I 0.70 I 2.7 J 0.90 J 0.40 J 0.20 J 1
Copper 2.5 I 1.2 I 5.0 U 13.0 I 37.8 J 6.5 J 59.6 J 91.3 J 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 5.0 U 5.0 U 1.0 U 5.0 U 5.0 U 2.5 I 1.0 U 4.8 I 2.2 I 3.1 J 1.0 U 1.0 U 1.0 U 1000
Iron 7,250 1,350 9,920 6,670 40,000 5,090 80,100 115,000 3,530 656 2,230 118 I 1,980 44.1 J 5,010 1,570 5,470 741 4,840 15,400 22,300 3,750 7,560 6,630 9,970 1,290 3,700 2,520 3,830 2,370 4,850 2,250 300
Lead 4.9 I 1.1 U 36 25.7 47.5 6.4 J 83 119 4.5 I 2.6 I 5.5 5 1.1 U 1.1 U 1.1 U 1.1 U 1.1 U 1.1 U 7.3 12.0 I 5.5 U 1.1 U 5.5 U 5.5 U 1.1 U 1.1 U 9.3 6 1.1 J 1.1 U 1.1 U 1.1 U 15
Magnesium 5,270 3,170 I 3,870 I 3,150 I 12,500 J 3,970 J 40,100 55,700 2,520 I 2,040 I 2,010 I 2,040 I 2,060 J 2,090 J 4,130 J 3,850 J 4,100 I 4,390 I 7,250 12,700 I 44,000 8,740 12,800 J 13,100 J 3,960 I 3,680 I 1,880 I 1,670 I 1,940 J 1,830 J 1,450 J 1,420 J -
Manganese 92.6 52.2 136 114 427 109 681 848 84.5 66 66.6 65.8 64.4 56.9 139 130 159 170 136 338 624 113 169 172 233 234 66.1 47.2 107 90.1 58.9 59.3 50
Mercury 0.030 U 0.030 U 0.19 I 0.068 I 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.030 U 0.040 J 0.030 U 0.030 U 0.030 U 1
Nickel 4.2 I 0.40 U 47.1 I 43.1 I 47.4 J 12.5 J 70.9 J 97.7 J 3.1 I 0.70 I 0.40 U 0.40 U 0.40 U 0.40 U 0.60 J 0.40 U 0.40 U 0.40 U 0.70 I 4.2 I 2.0 U 0.40 U 2.1 J 2.0 U 0.40 I 0.60 I 8.3 I 6.0 I 11.2 J 3.6 J 2.2 J 1.5 J 100
Potassium 1,880 I 1,070 I 168,000 157,000 434,000 398,000 287,000 291,000 1,290 I 1,180 I 1,210 I 1,230 I 2,450 J 2,350 J 2,300 J 1,910 J 2,370 I 2,410 I 4,320 I 9,380 I 17,600 J 3,600 J 6,550 J 8,040 J 3,840 I 3,650 I 36,300 36,300 11,600 10,600 10,600 10,300 -
Selenium 2.9 U 2.9 U 16.9 I 22.4 I 94.4 58.2 18.9 J 50.4 4.2 I 3.9 I 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 3.0 I 3.9 I 15 U 41.4 J 4.8 J 18.7 J 15 U 2.9 U 2.9 U 9.5 I 10.3 2.9 U 2.9 U 2.9 J 2.9 U 20
Silver 0.70 U 0.70 U 7.9 I 3.5 U 3.5 U 3.5 U 3.5 U 3.5 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 3.5 U 3.5 U 0.70 U 3.5 U 3.5 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 20
Sodium 9,460 I 10,400 2,610,000 2,740,000 4,290,000 3,640,000 2,770,000 2,650,000 11,400 11,800 11,800 11,900 11,700 11,300 178,000 169,000 22,100 22,900 503,000 1,870,000 420,000 2,020,000 1,220,000 1,320,000 15,900 15,100 465,000 460,000 110,000 92,700 53,000 52,000 -
Thallium 1.4 U 1.4 U 7.0 U 7.0 U 100 U 7.0 U 7.0 U 7.0 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 7.0 U 7.0 U 1.4 U 7.0 U 7.0 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 0.2
Vanadium 22.2 I 4.6 I 539 508 425 275 419 477 8.3 I 2.0 I 1.2 I 0.90 I 1.8 J 1.0 J 22.4 J 9.8 J 1.8 I 0.60 U 45.2 I 221 I 192 J 33.0 J 82.9 J 77.2 J 3.2 I 1.3 I 26.7 I 21.2 I 7.9 J 4.5 J 3.1 J 1.2 J 0.3
Zinc 16.7 I 9.5 I 39.0 I 22 U 725 73.6 J 1,660 3,120 13.3 I 4.4 U 4.4 U 4.4 U 4.4 U 4.4 U 12.1 J 8.1 J 4.4 U 4.4 U 7.7 I 22 U 62.8 J 9.9 J 27.0 J 22 U 5.8 I 4.4 U 3,350 1,210 3,950 98.7 791 114 1000
NOTES:
* - Some detection limits are elevated due to difficult sample matrices.
Metals concentrations presented in micrograms per liter (ug/L); blue background represent hits, yellow background represent exceedance of standards.
NC 2L GWS - North Carolina Department of Environment and Natural Resources - Groundwater Standards.
NA - Not Analyzed.
NS - Not Sampled.
ug/L - micrograms per liter.
I - result >= method detection limit < practical quantitation limit.
U - Not detected with corresponding reporting limit.
Pre-Injection Pre-Injection
08/21/19 03/10/20
Pre-Injection Pre-Injection NC 2L
GWS06/04/20 08/22/19
MW-5D
09/16/20 09/16/20 09/16/20
deep overburden
09/17/20
deep overburden
Post-Injection
03/11/20 06/03/20 08/21/19 03/12/20 06/04/20 08/20/19 03/11/20 06/03/20
MW-7D MW-WSP-4D
deep overburden
MW-WSP-2XD
deep overburden
Post-Injection Post-Injection Post-Injection
TABLE 6
FORMER MODERN DRY CLEANERS AND LAUNDRY SITE
3750 OLEANDER DRIVE
WILMINGTON, NORTH CAROLINA
Groundwater Quality Results Summary - Unfiltered and Filtered Metals
Well ID
Groundwater Zone
Timing
Date Sampled
Metals (ug/L)
Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered Unfiltered Filtered
Aluminum 226 78.2 I 268 62.9 I 233 44.1 J 128 J 74.7 J -
Antimony 2.9 I 1.6 I 1.0 I 1.1 I 1.0 U 1.1 J 1.0 U 1.0 U 1
Arsenic 2.2 I 1.5 I 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 1.3 U 10
Barium 73.8 I 72.2 I 120 I 113 I 107 J 105 J 147 J 128 J 700
Beryllium 0.20 U 0.20 U 0.20 I 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 4
Cadmium 0.20 U 0.20 I 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 2
Calcium 44,900 37,900 17,000 16,500 19,700 20,500 13,500 12,400 -
Chromium 2.6 I 1.0 U 2.8 I 1.0 U 24 1.0 U 2.0 J 1.0 U 10
Cobalt 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 1
Copper 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1000
Iron 5,950 371 1,830 259 I 2,760 615 1,270 551 300
Lead 1.7 I 1.1 U 3.4 I 2.9 I 1.1 U 1.1 U 1.1 U 1.1 U 15
Magnesium 1,940 I 1,850 I 1,740 I 1,680 I 1,680 J 1,730 J 1,900 J 1,890 J -
Manganese 116 108 24.8 23.6 26.3 24 26.6 23 50
Mercury 0.030 U 0.030 U 0.030 U 0.030 U 0.58 0.030 U 0.030 U 0.030 U 1
Nickel 0.40 U 0.40 U 0.40 U 0.40 U 0.40 U 0.40 U 0.50 J 0.40 U 100
Potassium 1,940 I 1,950 I 1,850 I 1,770 I 1,820 J 1,830 J 1,800 J 1,740 J -
Selenium 2.9 U 3.5 I 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 3.3 J 20
Silver 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 0.70 U 20
Sodium 25,300 25,100 13,700 13,400 13,800 13,000 11,800 11,600 -
Thallium 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 1.4 U 0.2
Vanadium 1.9 I 0.70 I 3.2 I 0.90 I 3.9 J 1.2 J 2.0 J 0.80 J 0.3
Zinc 4.4 U 4.4 U 45.5 23.3 30.5 13.8 J 257 120 1000
NOTES:
* - Some detection limits are elevated due to difficult sample matrices.
Metals concentrations presented in micrograms per liter (ug/L); blue background represent hits, yellow background represent exceedance of standards.
NC 2L GWS - North Carolina Department of Environment and Natural Resources - Groundwater Standards.
NA - Not Analyzed.
NS - Not Sampled.
ug/L - micrograms per liter.
I - result >= method detection limit < practical quantitation limit.
U - Not detected with corresponding reporting limit.
NC 2L
GWS
Pre-Injection
09/15/2003/11/20 06/03/2008/20/19
deep overburden
MW-WSP-6D
Post-Injection

FIGURES
Site Location
Source: Historical Topographic Map Collection courtesy of the U.S. Geological Survey, Esri, Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS,NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community±0 2,000
Feet
Path: O:\OneDrive - WSP O365\Wilmington\gis\Project2.aprx
Map Location
Project #: 31402075.000
Approved: MA 09/05/2019
Drawn: ZT 09/05/2019
FIGURE 1
SITE LOCATION
BROOKFIELD PROPERTIES
INDEPENDENCE MALL
1104 FORDHAM ROAD
WILMINGTON, NORTH CAROLINA
OL
E
A
N
D
E
R

D
R
I
V
E
FORDHAM ROADINDEPENDENCE MALL
SITE LOCATION
@?
@?
@?@?
@?@?
@?@?@?
@?
@?@?@?
@?@?
@?
@?
MW-13S
MW-WSP-6D
MW-7S
MW-7D
MW-WSP-1S
MW-WSP-4D
MW-WSP-2XD
MW-WSP-2D
MW-4S
MW-3S
MW-5S
MW-5D
MW-WSP-5D
MW-WSP-1D
MW-6S
MW-WSP-1XD
MW-3D
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong),(c) OpenStreetMap contributors, and the GIS User Community±0 100
Feet
Path: O:\OneDrive - WSP O365\Wilmington\gis\Project2.aprx
Map Location
Project #: 31402075.000
Approved: MA 4/29/2020
Drawn: ZT 4/29/2020
FIGURE 2
SITE PLAN
BROOKFIELD PROPERTIES
INDEPENDENCE MALL
1104 FORDHAM ROAD
WILMINGTON, NORTH CAROLINA
Legend
@?Shallow Monitor Well
@?Deep Monitor Well
Site Parcel
Property Parcel
@?
@?
@?
@?
@?
@?
@?36.90
36.80
36.70
36.60
36.50
36.40
36.30
36.20
36.10
36.00
35.90
35.80
MW-13S - '
MW-7S - 35.74'
MW-WSP-1S - 36.15'
MW-4S - 36.29'
MW-3S - 36.3'
MW-5S - 36.84'
MW-6S - 36.95'USGS The National Map: National Hydrography Dataset. Data refreshed March, 2020., Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN,GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community±0 100
Feet
Path: O:\OneDrive - WSP O365\Wilmington\gis\2020 3rd Quarter.aprx
Map Location
Project #: 31402075.000
Approved: MA 10/19/2020
Drawn: ZT 10/19/2020
FIGURE 3
SHALLOW OVERBURDEN
GROUNDWATER ELEVATION &
FLOW DIRECTION - SEPT. 15, 2020
BROOKFIELD PROPERTIES
INDEPENDENCE MALL
1104 FORDHAM ROAD
WILMINGTON, NORTH CAROLINA
Legend
@?Shallow Monitor Well w/
Groundwater Elevation
Groundwater Contour
Groundwater Flow Direction
Site Parcel
Property Parcel
@?
@?
@?
@?
@?@?
@?
@?
3
6
.
2
036.10
3
6
.
0
035.90
MW-WSP-6D - 36'MW-7D - 35.95'
MW-WSP-4D - 36.15'
MW-WSP-2D - 35.98'
MW-5D - 36.09'
MW-WSP-5D - 36.22'
MW-WSP-1D - 36.25'
MW-3D - 36.11'USGS The National Map: National Hydrography Dataset. Data refreshed March, 2020., Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN,GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community±0 100
Feet
Path: O:\OneDrive - WSP O365\Wilmington\gis\2020 3rd Quarter.aprx
Map Location
Project #: 31402075.000
Approved: MA 10/19/2020
Drawn: ZT 10/19/2020
FIGURE 4
DEEP OVERBURDEN
GROUNDWATER ELEVATION &
FLOW DIRECTION - SEPT. 15, 2020
BROOKFIELD PROPERTIES
INDEPENDENCE MALL
1104 FORDHAM ROAD
WILMINGTON, NORTH CAROLINA
Legend
@?Deep Monitor Well w/
Groundwater Elevation
Groundwater Contour
Groundwater Flow Direction
Site Parcel
Property Parcel
@?
@?
@?
@?
@?
@?
@?
0.7
MW-13S - NS
MW-7S - ND
MW-WSP-1S - ND
MW-4S - 3.4
MW-3S - 4.7
MW-5S - 2.8
MW-6S - ND
USGS The National Map: National Hydrography Dataset. Data refreshed March, 2020., Esri, HERE, Garmin, FAO, NOAA, USGS, EPA±0 100
Feet
Path: O:\OneDrive - WSP O365\Wilmington\gis\2020 3rd Quarter.aprx
Map Location
Project #: 31402075.000
Approved: MA 4/20/2020
Drawn: ZT 4/20/2020
FIGURE 5
SHALLOW OVERBURDEN PCE
ISOPLETH - SEPTEMBER 2020
BROOKFIELD PROPERTIES
INDEPENDENCE MALL
1104 FORDHAM ROAD
WILMINGTON, NORTH CAROLINA
Legend
@?Shallow Monitor Well w/PCE
Result (ppb)
NS - Not Sampled
ND - Non-Detect
PCE Isopleth (ppb)
0.7
Site Parcel
Property Parcel
@?
@?
@?
@?@?
@?@?
@?
@?
@?
MW-WSP-6D - ND
MW-7D - ND
MW-WSP-4D - ND
MW-WSP-2XD - 0.50 J
MW-WSP-2D - NS
MW-5D - NDMW-WSP-5D - NS
MW-WSP-1D - ND
MW-WSP-1XD - NS
MW-3D - ND
USGS The National Map: National Hydrography Dataset. Data refreshed March, 2020., Esri, HERE, Garmin, FAO, NOAA, USGS, EPA, NPS±0 100
Feet
Path: O:\OneDrive - WSP O365\Wilmington\gis\2020 3rd Quarter.aprx
Map Location
Project #: 31402075.000
Approved: MA 4/20/2020
Drawn: ZT 4/20/2020
FIGURE 6
DEEP OVERBURDEN PCE
ISOPLETH - SEPTEMBER 2020
BROOKFIELD PROPERTIES
INDEPENDENCE MALL
1104 FORDHAM ROAD
WILMINGTON, NORTH CAROLINA
Legend
@?Deep Monitor Well w/PCE
Result (ppb)
NS - Not Sampled
ND - Non-Detect
Site Parcel
Property Parcel
@?
@?
@?@?
@?@?
@?@?@?
@?
@?@?@?
@?@?
@?
@?USGS The National Map: National Hydrography Dataset. Data refreshed March, 2020., Esri, HERE, Garmin, FAO, NOAA, USGS, EPA, NPS±0 100
Feet
Path: O:\OneDrive - WSP O365\Wilmington\gis\2020 3rd Quarter.aprx
Map Location
Project #: 31402113.000
Approved: MA 10/20/2020
Drawn: ZT 10/20/2020
FIGURE 7
CVOC CENCENTRATIONS SUMMARY
BROOKFIELD PROPERTIES
INDEPENDENCE MALL
1104 FORDHAM ROAD
WILMINGTON, NORTH CAROLINA
Legend
@?Shallow Monitor Well w/Sample Results
@?Deep Monitor Well w/Sample Results
ND - Non-Detect
Detection
Detection Above NC GWS
Site Parcel
Property Parcel
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-WSP-6D 8/20/2019 ND ND ND ND
3/11/2020 ND ND ND ND
6/3/2020 ND ND ND ND
9/15/2020 ND ND ND ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-13S 8/20/2019 ND ND ND ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-6S 8/21/2019 ND ND 0.85 I ND
3/10/2020 ND ND 0.66 I ND
6/2/2020 ND ND 0.50 J ND
9/15/2020 ND ND ND ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-7S 8/22/2019 ND ND ND ND
3/11/2020 ND ND ND ND
6/3/2020 ND ND ND ND
9/16/2020 ND ND ND ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-7D 8/22/2019 37.8 188 265 ND
3/11/2020 2.8 I 102 272 ND
6/3/2020 ND 10.9 297 ND
9/16/2020 ND ND 9.1 2.1 J
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-WSP-4D 8/20/2019 0.71 I ND ND ND
3/11/2020 ND ND ND ND
6/3/2020 ND ND ND ND
9/16/2020 ND ND ND ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-WSP-1S 8/20/2019 3.7 0.36 I 2.3 ND
3/11/2020 0.91 I 0.63 I 3.6 ND
6/3/2020 ND ND 4.1 0.61 J
9/16/2020 ND ND 1.3 ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-WSP-5D 8/21/2019 ND ND ND ND
3/12/2020 ND ND ND ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-WSP-1D 8/22/2019 ND ND ND ND
6/2/2020 0.25 J ND ND ND
9/15/2020 ND ND ND ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-WSP-2XD 8/21/2019 2,360 1,150 235 ND
3/12/2020 166 153 202 ND
6/4/2020 141 192 387 26.9
9/16/2020 0.50 J 2.5 J 72.4 18.7
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-WSP-2D 8/21/2019 384 159 7.7 ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-4S 8/21/2019 15.1 3.8 120 7.8
3/12/2020 0.6 J ND ND ND
6/3/2020 1.1 0.61 J 19.7 0.50 J
9/16/2020 3.4 1.2 9.2 ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-3S 8/21/2019 6.1 0.91 I 0.56 I ND
3/11/2020 1.6 ND 0.42 I ND
6/2/2020 0.94 J ND ND ND
9/16/2020 4.7 1.4 2.4 ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-3D 8/21/2019 12.4 23.2 134 ND
3/11/2020 2.1 5.2 85.1 ND
6/2/2020 ND 1.4 83.2 ND
9/16/2020 ND 0.86 J 107 0.98 J
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-5S 8/21/2019 47.2 13.4 13 2.2
3/10/2020 124 20.3 I 47.9 I ND
6/4/2020 250 36.5 J 409 ND
9/17/2020 2.8 1.1 26.5 17.8
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-5D 8/21/2019 40.1 53.9 14.9 ND
3/10/2020 151 ND 59.6 ND
6/4/2020 ND ND ND ND
9/17/2020 ND 4.1 J 6.3 ND
ID Date PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroethylene
(ppb)
Vinyl
Chloride
(ppb)
MW-WSP-1XD 8/21/2019 0.58 I ND ND ND
3/10/2020 ND ND ND ND
PCE
(ppb)
TCE
(ppb)
cis-1,2-
Dichloroet
hylene
(ppb)
Vinyl
Chloride
(ppb)
NC GWS 0.7 3 70 0.03
&=
&=
&=
&=&=
&=&=
&=
&=&=
&=&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
OL
E
A
N
D
E
R

D
R
I
V
E
FORDHAM ROADINDEPENDENCE MALL
SITE LOCATION
MW-WSP-4D
MW-WSP-1S
MW-WSP-5D
MW-WSP-1D
MW-WSP-1XDMW-5D
MW-3D
MW-4S
MW-WSP-2DMW-WSP-2XD
MW-WSP-6D
MW-13S
MW-6S
MW-7S
MW-7D
MW-5S
MW-3S
Esri, HERE, Garmin, FAO, NOAA, USGS, EPA±0 50
Feet
Legend
&=
Soil Boring (2 Zones)
15' Zone - 105 Gallons
30' Zone - 105 Galons
Deep Monitor Well (140 Gallons)
Deep Monitor Well (810 Gallons)
Shallow Monitor Well
Deep Monitor Well
Groundwater Flow Direction
Injection Area
Site Parcel
Property Parcel
Path: O:\OneDrive - WSP O365\Wilmington\gis\Project.aprx
Map Location
Project #: 31402113.000
Approved: MA 11/18/2019
Drawn: ZT 11/18/2019
FIGURE 8
INJECTION LOCATIONS & SUMMARY
FEBRUARY 2020
BROOKFIELD PROPERTIES
INDEPENDENCE MALL
1104 FORDHAM ROAD
WILMINGTON, NORTH CAROLINA
Lactate Injection Quantity
25 - Borings x 210 gallons = 5,250 gallons
2 - Injection Wells x 140 gallons = 280 gallons
2 - Injection Wells x 810 gallons = 1,620
Total = 7,150 gallons
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
&=
OL
E
A
N
D
E
R

D
R
I
V
E
FORDHAM ROADINDEPENDENCE MALL
SITE LOCATION
MW-WSP-4D
MW-WSP-1S
MW-WSP-5D
MW-WSP-1D
MW-WSP-1XDMW-5D
MW-3D
MW-4S
MW-WSP-2DMW-WSP-2XD
MW-WSP-6D
MW-13S
MW-6S
MW-7S
MW-7D
MW-5S
MW-3S
Esri, HERE, Garmin, FAO, NOAA, USGS, EPA±0 50
Feet
Legend
&=
Soil Boring (2 Zones)
15' Zone - 80 Gallons
30' Zone - 80 Galons
Deep Monitor Well (345 Gallons)
Shallow Monitor Well
Deep Monitor Well
Groundwater Flow Direction
Injection Area
Site Parcel
Property Parcel
Path: O:\OneDrive - WSP O365\Wilmington\gis\2020 2nd Quarter.aprx
Map Location
Project #: 31402113.000
Approved: MA 11/18/2019
Drawn: ZT 11/18/2019
FIGURE 9
INJECTION LOCATIONS & SUMMARY
AUGUST 2020
BROOKFIELD PROPERTIES
INDEPENDENCE MALL
1104 FORDHAM ROAD
WILMINGTON, NORTH CAROLINA
Lactate Injection Quantity
18 - Borings x 160 gallons = 2,880 gallons
2 - Injection Wells x 345 gallons = 690 gallons
Total = 3,750 gallons
APPENDIX

GROUNDWATER
SAMPLING FIELD
NOTES – SEPTEMBER
2020

NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed.
1 0 2 (/ &it v e( ( t('b'Z Well
t / ✓rj- .' ` / 5- 2a
Project 37 3 Site ©P 7° � 9� �`1✓� Well No. '�� '� Date
I
Total Well Depth 3 S Screen/intake Zone Length t'Lleg-
Pre -Pumping Water Level 5, 0 Measuring Point /a
C.
f
Casing Type
Well Diameter
P✓ c
1 q
E
�88 &AL g ? " r^ TubingT e� .op J�OL
Calculated Water Column volume Purge Device - - 'i` `G
r-70/ -,3A
Flow -Through Device /�(o ✓ ' %3 `1&"TtSampling Personnel / r! A Monitoring Equipment / ! D%e!ef/
Other information:
Stability Range: ± 0.1 3% 10% 10%
3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(µs/cm)
Turb.
(NTU)
DO
(mg/1)
Temp.
(°C)
ORP
(mV)
Rate
(mi/min)
DTW
(feet)
Notes
:Ss
Y,9q
O(r2
77,/
z,ai
-7,30
lN7
500
s;lti
Q;o0
y. s
D./3S
/O.S
(. Y
Z7.2(
00
500
5,2g
9.',05
'-.7�
OIL(
/d.7
/. 7(
2-7,ii
I y1
So©
5, 37
7:/O
'.76,
0,10(
5.7
i.5s
7.-7.as
/52
5-00
5,6,Cr,
7:75
`/,70
0.091
I , /
(,5(
2&,”
13(
Soo
s. (09
:20
`(.pro
0,06(
042/
/47
z ,g2
(!H
50o
c.io
7 25
L(,Q5
0,061
0,91
(,37
Z6.7j
/Os
5'00
s.w
9:30
11,(05
3,05"5
0.80
(,s5
2498
102
5-00
5.1/
Total time of purge: /10 /4 (77 Total Volume Purge: ;

`N l
NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed.
2/f Pe?, vt'r(z &t°OF
l D:rr✓ //
Project 7 3 Site t % cc 2 reit Well No. �W-6 S Date 9/.5- Lo
Total Well Depth L Q Screen/Intake Zone Length S Well Diameter Z
Pre -Pumping Water Level q' 7/ Measuring Point (J C' Casing Type PVC
Calculated Water Column Volume Z < So Purge Device 2 r
Flow -Through Device
/`/o/-( eA�
r'L"o ' T!72 ' c'6 Sampling Personnel
ten_
3 "
S'v� I nTubing Type /� O® c rt- -Ye esk '
rig
Monitoring Equipment o// `!.
Other Information:
Stability Range: ± 0.1
3% 10% 109' 3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(µs/cm)
Turb.
(NTU)
DO
(mg/1)
Temp.
(°C)
ORP
(mV)
Rate
(ml/min)
DTW
(feet)
Notes
/o:(0
5,92
a.33/
fb(
it, z(
32,0z
2$
5 o
-',l,7i`'/
1 ri..9
5.92
0,3Zb
5Y
3,%1
3(.13
!
Soo
t/
,!D.•2a
5, 70
0, 3o/
5(
3, 65
3(.6-2
(5
fro
v
/v; 2S
5', BS
0,2t72
9 j
t• `%
3(. 50
/0
;0CJ
r0:
5, %%
G �
`15
(92
riP. yv
/ /
%., ,,
.
/). 5
17G
,
0.i 3
q3
! a/
-30.z&
/
52,
,'°: 19
5 76,
0, (ify
L,5'
7, o(°
a, i
!..
,0
5,Oa
Total time of purge: Total Volume Purge: f C
3 0 0 tom/

NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed.
Project 3 110 2-1 / 3 MO Gc/% V a�C VC'? it No.
j � Site ell No.
/144"— k'ij 604ate '/%s/Z-0
Total Well Depth 3 Co' Screen/Intake Zone Length 24 / 3 6 Z Well Diameter
y /,
Pre -Pumping Water Level °'" Measuring Point Sine Casing Type A VC-
L
Calculated Water Column Volume `23 (TA Purge Device A711- 731°mac Tubing Type .74 QD / 5'tt:7Yiente
%v
Flow -Through Device ff .771''''4i6HSamplingPersonnel rnA Monitoring Equipment 6.1thte(B4
Other Information:
Stability Range: ± 0.1
3% 10% 10% 3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(us/cm)
Turb.
(NTU)
DO
(mg/I)
Temp.
(°C)
ORP
(mV)
Rate
(ml/min)
DTW
(feet)
Notes
//=l5
5 93
0,27h
5�,(
D,77
Zc.S/
—(
5-00
5.7V
l/_Zo
5.87
0,2'11
50.o
0,5/
f6-V-4-
—((
500
5;78
//:Zs
5.8G,
o,$W
1/?.9
Di E(Z
.30
_(3
509
S7/8
// 30
s_ 83
O.2410
Li/7- !
), ? C
2-- 2/
—/ 5
5-0o
s.77
//=ems
S,7p
a, 23s
2I.0
0.2-7
2&./0
-7/
50v
C.8Z
/RIM
S.7/
o.2_2y
:13,2
0-if
2606'
—(p
500
5,8S'
//:V
S-72
G. ZZ3
/(/
0-20
Z&.o`r
"-79
5°0
S• 13
l/ so
5',7/
0,213
//, 2
©. Zo
Z6,o4'
-70
sop
1.Y3
Total time of purge: 3 —5-44 //✓ Total Volume Purge: 7 — C,/kL

NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to 99be completed. g n 2 M aoe vt /
Project 7iJ 02-(/ 3 site I�21VC 6404 z Well No. A&" _LVSP ZX�ate 4'I �Gf
470 ?U' "T 0 uit
Total Well Depth Screen/Intake Zone Length Well Diameter /
JJ'/
Pre -Pumping Water Level S, 5� i Measuring Point +/ �e" Casing Type [ V c
s_ 6 a Ci$L
Calculated Water Column Volume Purge Device
Oft (6A r-a—
Flow -Through Device d'I-u a -g? Gen- L Sampling Personnel 440' Monitoring Equipment /(0, f
Other Information:
Stability Range: ± 0.1
5'✓L/X Tubing Type 34 ' OP" JOGVE ?//2rr
3% 10% 10% 3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(ps/cm)
Turb.
(NTU)
DO
(mg/1)
Temp.
(°C)
ORP
(mV)
Rate
(ml/min)
DTW
(feet)
Notes
7d5
4. (
1 o+O!
> 9??
a+45
7.(/
--/L19
Soo
<59
ilo
6,y7
P°7(
>299
t1./O
26_oti
`s(o
5
5.78
7-y5
&.6r
(V; e2
�99
0, /(
2S95.
—(62
500
6.og
=5a
6,`15
((,s
7???
o,O5
25.9(
—/&s
Soo
.lz
s: 5-.5
6.5{a
(2,30
>919
,i.ay
2S. s
--tic
500
6,75
8:oo
6, 7
(2,5o
7999
o,c
z5-.95-
—t7i
509
6.(
'it(
d (r;
L,
(l, /
>?99
a-0
2C.i5
'/7
5do,
4_7(
1
(,,.5
t ', 2Q
7 999
9, 0
Z5-,95
F/75
5`6)0
6,32
Total time of purge: 3 5 44 (// Total Volume Purge:
ys(:, C

NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed. �j�� ./ f tyL /y/,�72 r' �/� / %
Project 3/ (10 2/i 3 Site / C(E/f ✓7en—weii No. / (/� L✓ _" L% .S' Date !�[ �b/2-c7
/
Total Well Depth 5 Screen/Intake Zone Length 6. f / S i Well Diameter 2 I®
Pre -Pumping Water Level S, %2vc
Measuring Point n G Casing Type
Calculated Water Column Volume 55 6A"Purge Device ��(S77/1 rz Tubing Type T/ %tX
00 -Yen"feet'+le
o/C,,(4F ,fQN- /n
Flow -Through Device 20 ✓:- C et Sampling Personnel ili
Monitoring Equipment /VOte.41-
Other Information:
Stability Range: ± 0.1
3% 10% 10% 3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(ps/cm)
Turb.
(NTU)
DO
(mg/I)
Temp.
(°C)
ORP
(mV)
Rate
(ml/min)
DTW
(feet)
Notes
1?:32
«(.76,
o, 574
115 (
1,3(
di.. 15
(lc,
Soo
5. 6,1
?:37
1i, 9(
O (f
112.2
11,20
3/.d7
(80
COO
5,7S
'=LT'Z
V,87
0.7
(G.W'Mal
3,0,99
(9s
5oo
5:,75
9:`f7
zj.98
OO.7„i7
7-9
S.5(
9a, 95
Zoo
Soo
5,7&,
:52
4.`111
0-271
-2 c)
5.5S
"y.9'�
2,011
500
57,S(
9: 7
z1, 99
0,212
6'h 9
5156
30, 9V
Z°1
500
5, 3/
Total time of purge: 2 5-pi (A/ Total Volume Purge: 3 61 L

NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed. ,%Lho6---41 S?S
Project /JO ?i(/ 3 Site , TeV GCtW/WC Well No. / v1&U" 64/S('— S Date 9l/�i��
/
Total Well Depth / Screen/Intake Zone Length s Well Diameter
�vCPre -Pumping Water Level 5/ �� ' / Measuring Point Casing Type
Calculated Water Column Volume Sz C/Q LPurge Device�� i7 /S%)t T /C Tubing Type =% �o/% /fti�e`z7 t.. i
"-/0/2(S.l c-o�- �/
Flow -Through Device _nine) C/G-Jjf C et-C Sampling Personnel /'1�% Monitoring Equipment � / (�,Z, B�
Other Information:
Stability Range: ± 0.1
3% 10% 10% 3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(µs/cm)
Turb.
(NTU)
DO
(mg/1)
Temp.
(°C)
ORP
(mV)
Rate
(ml/min)
DTW
(feet)
Notes
(0:35
6.10
047(
if°
G.Zib
v.(0
=5
,SD°
5.72
(0: y)
G. 20
D.&&5
61(
i3
30.98
—6
L.5op
5 7?
0 y5
6•t7
o,Go
&50
0.?2
/3o. (--21
ccoo
5-.33
/a,59
a,` '
0,655
6,5
D,25
30, 0
-(65
509
5,9'
(0° 55
is.?
9.65(
� S6,
0.22
?o. f0
—%t00
5Op
9�
((:00
6.2-if
D.652
6.ss
0.2/
90,07
-/0V
coo
347
((:05
G,24
4',(05/
651(
v.ZO
-30,z
-(05
soo
.5177
Total time of purge: 3 0-/ Total Volume Purge: ,/ ��L

NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed. rt %Z- / '>Oc' -' n ` `
Project 7 v 203 Site r Cac4' -- Well No. MIA/ G/I)Date 7/ 76(
Total Well Depth 3 (O / Screen/Intake Zone Length ZL' / io / y it
bt Well Diameter
'7 /
Pre -Pumping Water Level / Measuring Point ? r72) G Casing Type ����C
calculated water Column
�volume ,pplit97 GAtPurge Device rF�(smJ r7C-TubingType 7d'U e /F
Flow -Through Device (Kb vv`,/ (€='aC Sampling Personnel "/ Monitoring Equipment gat e4
Other Information:
Stability Range: ± 0.1
3% 10% 10% 3% ± 10 100-500 ml/min ; DD<0.3ft
Time
pH
(units)
Cond.
(us/cm)
Turb.
(NTU)
DO
(mg/1)
Temp.
(°C)
ORP
(mV)
Rate
(m1/min)
DTW
(feet)
Notes
(1=25
10•35
II,(
>�99
Co,
->:D,>3
—(77
6o0
CIPo
I(-30
6,20
/or?
49'99,0
26,11
—(3(
50,
_5'S(,
If -5
lo, (7
l a_ 3
> 929
0,O1
26.Th
--/90
50,E
5-, ?/
((_T0
t.0
? ?
7997
00(
2ip.03
--(15
50o
r(c
((=`(5
,(2
9-4
'19
0,01
2G.ot
— ?S
5'0(2
3-.17
0750
6.12
9. e,
> 999
&02
24.0/
—195
Soo
S•r7
Total time of purge: Total Volume Purge:

NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed. rp &Pi .431 9
Project (100 2 //3 Site s'C.CChi/�P !y We11 No. 1! I"'' 3 Date 9/// 0
/ e
Total Well Depth /5i
r Screen/Intake Zone Length S— / 5 Well Diameter
c' I
Pre -Pumping Water Level �' '� Measuring Point 7--p G Casing Type 2�(/C
Calculated Water Column Volume (` K 9 f'd&Purge Device //C� rs711- �C TubingType _I d' Ga �u 5' i
/10refgq GLOV'"`-
yP r YCrn.
Flow -Through Device 971 iZD'-tit C E" Sampling Personnel M' Monitoring Equipment" /67»
Other Information:
Stability Range: ± 0.1
3% 10% 10% 3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(us/cm)
Turb.
(NTU)
DO
(mg/1)
Temp.
(°C)
ORP
(mV)
Rate
(ml/min)
DTW
(feet)
Notes
(2;,5
5
5, t l
G. ”l
00
0, (
30,77
25
5-o 0
S, 56
(23o
5.nsf
ro,-zln
/2 y
o. f
3Umi
20
500
5 ?3
i2:3s
5,52
3,424
((7
0.0
so.v7
27
So&
,, 9 -
f2ego
5_ ra
;.c-
(((
0r°
30.25
`7
50o
s,J'7
12.g5
5,56.
62.222
jl/
0,0
3o.2€i
20
Soo
5-17
Total time of purge: n 0 rvi 1, Total Volume Purge: ,-.

NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed.
Project 3/ "f 0 2 ( 1 2 Site ,9k V (C94'.2 wenNo. W - �-v Date
3'
Total Well Depth Screen/Intake Zone Length . �5 `% S Well Diameter Z //
2-7 Pre -Pumping Water Level Measuring Point e Casing Type
Calculated Water Column Volume S` ! C (;{ Purge Device / � (1111 Tubing Type
Flow -Through Device 02 t 4 /T CrCe— Sampling Personnel AM Monitoring Equipment 01/ BA
Other Information:
Stability Range: ± 0.1
3% 10% 10% 3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(ps/cm)
Turb.
(NTU)
DO
(mg/1)
Temp.
(°C)
ORP
(mV)
Rate
(ml/min)
DTW
(feet)
Notes
12t55
6,(o
D,S75"
(2(,o
U-'
76,21
-7
.50o
6.7o
/: i
6,-_ (z
&e52-(
/ 35-,(
0-1
2C OS
- 30
COO
6, /-(�
/<OS
G, t7
a(v7
Po (.S
0-0
25,9(
-I(7
''ram
6,I(7
/: (0
6.25
r,7,c;<1(
7 .7
o,o
25,25
-(35
520
o,60
t-
6,t{
��, :-,7
Sl.o
0-7
25-2i
t
( S�
S
C,5/
/;.20
6
o.c/6O
20,3
0,(
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-/ o
609
6,.53
( 25
/2,3(,
0467
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6-7-
Ci 02
c(“
,.
6,5-
(:3d
6.,31
a<e(o5
7,9
0.6
25-.(2(
—(6.
5-0,
/,c
7:35
6. ,5
O'
-,`.1
0.o
< .0/
>,r
_5-,90
/ ,c7
Total time of purge: /li U /7 (4/ Total Volume Purge: s
CAL

NON )
NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed.
Project 3��oZ�� Site�W%� @ ?fi t Well No. /% �S ?//6��
Date
Total Well Depth 15 f Screen/Intake Zone Length S --IS > Well Diameter 2 N /
Pre -Pumping Water Level J ^ Aq Measuring Point Tb G Casing Type v G
Calculated Water Column Volume l 111 a A LPurge Device len` S1 L.r/'c Tubing Type ' �� %YV "''�`%%?"YG� wf
/-(a/Z- ! e/a .—, n,/ G�
Flow -Through Device ,! e`�G'u 0 t /( EF/- cc- Sampling Personnel /�l N Monitoring Equipment / / O2/ SA
Other Information:
Stability Range: ± 0.1
3% 10% 10% 3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(us/cm)
Turb.
(NTU)
DO
(mg/1)
Temp.
(°C)
ORP
(mV)
Rate
(ml/min)
DTW
(feet)
Notes
SO
u, 7
0.171
i.7
--7, b7
30,06
97
500
5,?o
('.5s
((.50
0,179
75,3
74(
qo."I
/of
5.-00
6,0z
j: oo
s
0,(75
G 55
73,1
29.9/
8?
Sop
6,o6
Z0S
ij 2
0.[73
6/i.2
i,77
2,7,y0
8 Z
Sao
e.',.'V
2uo
`4•6iz
0,175
6 /
7.3Z
2,86
8/
Soo
G./1
Total time of purge: Total Volume Purge:

Flow -Through Device
Other Information:
Stability Range: ± 0.1
NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed.G/4-Oric /2.
Project 5 ! -
2 (72 Site / %�t»Ka �i Well /o. 1l w - 7 U Date 9�612co
9 /
Total Well Depth 3 Screen/Intake Zone Length
Well Diameter
2
P
Pre -Pumping Water Level s` 5 / Measuring Point / '//� Casing Type v
Calculated Water Column Volume 07 (744- Purge Device / (J y C Tubing Type -0 I &67
-717ZOv, /( CFPC-Sampling Personnel /WA Monitoring Equipment / / `�v/-�4
leers
3% 10% 10V 3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(ps/cm)
Turb.
(WO)
DO
(mg/1)
Temp.
(°C)
ORP
(mV)
Rate
(nil/min)
DTW
(feet)
Notes
2'25
6-og
g.511
353
0.0
2(o1sy
—/q/
SOO
525
2 : 3o
6.17
(, 707
25(
e. 0
76,31
—/S2
5Oo
, 3`f
2 = 35
6). /2
/- Ufa(
2-o G
o. r
1(0.25
-is3
500
6 F 53
Z' `fo
6.20
1. 369
(! 7
0-0
Z6-2o
---/54,
boo
,,/r2
2. y'S
6, 20
(-300
( 1 0
D,0
24.1b
—(s3
50o
(,
7:so
6,2-)
/, 3v
(l I
o<0
2-6-lb
—/s3
Soo
be eV
Total time of purge: 25 m id Total Volume Purge:

NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to / be completed. 62fME2 ma05,Z J
Project 7/ l 0 Z (/ 2 Site ' / C te`43 `felt. Well No. " &ti — -C Date 7 /2-0
Total Well Depth 75 i Screen/Intake Zone Length 5 is / Well Diameter 2 '!
1 To
Pre -Pumping Water Level " 0/ Measuring Pointe Casing Type
Calculated Water Column Volume L ' & Cam/+ ("Purge Device ? (5n, 1 ( c Tubing Type r8 v o& / O A ' M"YC , e
(/G
mod T 'A
Flow -Through Device 7 a't_-o v -r
Other Information:
C c. , C Sampling Personnel / Yl' Monitoring Equipment
Stability Range: ± 0.1
3% 10% 10% 3% ± 10 100-500 ml/min ; DD < 0.3ft
Time
pH
(units)
Cond.
(ps/cm)
Turb.
(NTU)
DO
(mg/1)
Temp.
(°c)
ORP
(mV)
Rate
(ml/min)
DTW
(feet)
Notes
7:75
6,05
70.7
> 99?
/ /2
3o.9Z
—(80
509
5, ay
7. 30
6 (2
9-25'
> i9?
/' °(
3o475
r/95
Soo
5, /o
7:95
(,.07
9-95
? 79
b, ?7
3o,G(
`20&
Sao
5-,1(
7='(o
6,30
9-9g
->75,
o, 3i
30.1/5
- 207
Soo
5.12
7:Y5
10-33
9-28
>229
0. 5/
3o:0
-2/0
Soo
5..rz
7750
6.33
7.9s
?99,1
a,21
30,15
_2/2
5vo
S.r2
Total time of purge: 2 S (Ai Total Volume Purge:

"S 1
?/, ?l&o
�
Total Well Depth / r Screen/Intake Zone Length 3 7 / 'Z ' Well Diameter Z m
/
Pre -Pumping Water Level 5' e.to '- Measuring Point / C2 C Casing Type f V c-
Calculated Water Column lume 6 • (74 04 L Purge Device
V02((3A G&owr
Flow -Through Device __ J? no U t- i' C C Sampling Personnel Monitoring Equipment % OA- / 8/1
Other Information:
Stability Range: ± 0.1 3% 10%
NEW JERSEY OFFICE
STANDARD LOW -FLOW GROUND WATER SAMPLING LOG
This form should be used in addition to the standard monitor well sampling form. This form is used to record data to
establish the flow rate and duration for the initial low -flow event at a single monitor well. This data reported on this
form can be used to establish the flow rate and duration for subsequent sampling events from the same well without the
need to conduct full flow -through monitoring. For subsequent rounds, only the standard monitor well sampling form
needs to be completed.
Project -3, 2 / / Site ! `a'-'E�tWell No. m < Date
T7Tubing Type
ac
Y��.yGf t
109' 3% t 10 100-500 ml/min ; DD < 0.3ft
pH
Cond.
Turb.
DO
Temp.
ORP
Rate
DTW

APPENDIX

LABORATORY
ANALYTICAL
REPORTS –
SEPTEMBER 2020
SGS North America Inc.
Report of Analysis Page 1 of 2
Client Sample ID:MW-WSP-10
Lab Sample ID:FA78848-1 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52870.D 1 09/24/20 12:58 CV n/a n/a VY2190
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK)2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52870.D
14 of 561
FA7884844.1
SGS North America Inc.
Report of Analysis Page 2 of 2
Client Sample ID:MW-WSP-10
Lab Sample ID:FA78848-1 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 100%83-118%
17060-07-0 1,2-Dichloroethane-D4 97%79-125%
2037-26-5 Toluene-D8 100%85-112%
460-00-4 4-Bromofluorobenzene 101%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
15 of 561
FA7884844.1
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-10
Lab Sample ID:FA78848-1 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 LL73355.D 1 09/24/20 09:27 EG n/a n/a GLL2529
Run #2
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 431 0.50 0.16 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:LL73355.D
16 of 561
FA7884844.1
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-10
Lab Sample ID:FA78848-1 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138140.D 1 09/18/20 11:43 ANJ n/a n/a N:GWW5350
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 4420 50 1.8 ug/l
(a) (pH=6)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138140.D
17 of 561
FA7884844.1
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-10
Lab Sample ID:FA78848-1 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 476 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Barium 44.0 J 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 5270 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 1.2 J 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.20 U 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Iron 360 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 U 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 319 J 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 5.6 J 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.38 J 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.40 U 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 1160 J 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 3490 J 10000 500 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 1.2 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 4.4 U 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17072
(3) Prep QC Batch: MP37833
(4) Prep QC Batch: MP37841
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
18 of 561
FA7884844.1
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-10
Lab Sample ID:FA78848-1 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 2.5 U 5.0 2.5 mg/l 1 09/24/20 19:47 AC SM2320 B-11
Chemical Oxygen Demand 13.5 J 20 5.3 mg/l 1 09/22/20 15:07 FN SM5220 C-11
Total Organic Carbon 4.5 1.0 0.23 mg/l 1 09/22/20 21:44 FN SM5310 B-11/SW9060A
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
19 of 561
FA7884844.1
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-10
Lab Sample ID:FA78848-1A Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day a 4.0 U 4.0 4.0 mg/l 2 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate b 0.050 U 0.10 0.050 mg/l 1 09/18/20 22:11 JB EPA 300/SW846 9056A
Nitrogen, Nitrite b 0.050 U 0.10 0.050 mg/l 1 09/18/20 22:11 JB EPA 300/SW846 9056A
Sulfate 11.8 2.0 0.60 mg/l 1 09/18/20 22:11 JB EPA 300/SW846 9056A
(a) Received out of hold.
(b) Sample received outside the holding time.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
20 of 561
FA7884844.2
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-10
Lab Sample ID:FA78848-1F Date Sampled:09/15/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 326 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Barium 35.9 J 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Calcium 4500 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Chromium 1.1 J 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Cobalt 0.20 U 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Copper 1.0 U 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Iron 345 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Lead 1.1 U 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Magnesium 271 J 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Manganese 6.0 J 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 2 SW846 7470A 4
Nickel 0.40 U 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Potassium 1010 J 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Selenium 3.2 J 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Sodium 3170 J 10000 500 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Vanadium 1.0 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Zinc 4.4 U 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
(1) Instrument QC Batch: MA17072
(2) Instrument QC Batch: MA17075
(3) Prep QC Batch: MP37841
(4) Prep QC Batch: MP37849
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
21 of 561
FA7884844.3
SGS North America Inc.
Report of Analysis Page 1 of 2
Client Sample ID:MW-6S
Lab Sample ID:FA78848-2 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52871.D 1 09/24/20 13:25 CV n/a n/a VY2190
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK)2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52871.D
22 of 561
FA7884844.4
SGS North America Inc.
Report of Analysis Page 2 of 2
Client Sample ID:MW-6S
Lab Sample ID:FA78848-2 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 101%83-118%
17060-07-0 1,2-Dichloroethane-D4 99%79-125%
2037-26-5 Toluene-D8 100%85-112%
460-00-4 4-Bromofluorobenzene 101%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
23 of 561
FA7884844.4
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-6S
Lab Sample ID:FA78848-2 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 LL73356.D 1 09/24/20 09:35 EG n/a n/a GLL2529
Run #2
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 247 0.50 0.16 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:LL73356.D
24 of 561
FA7884844.4
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-6S
Lab Sample ID:FA78848-2 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138143.D 10 09/18/20 13:38 ANJ n/a n/a N:GWW5350
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 25700 500 18 ug/l
(a) (pH=6)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138143.D
25 of 561
FA7884844.4
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-6S
Lab Sample ID:FA78848-2 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 2660 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Barium 68.9 J 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 19600 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 3.9 J 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.60 J 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Copper 2.1 J 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Iron 1480 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.6 J 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 1100 J 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 32.0 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 2.6 J 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 3840 J 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 13800 10000 500 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 12.9 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 109 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17072
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37841
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
26 of 561
FA7884844.4
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-6S
Lab Sample ID:FA78848-2 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 25.3 5.0 2.5 mg/l 1 09/22/20 20:45 AC SM2320 B-11
Chemical Oxygen Demand 43.2 20 5.3 mg/l 1 09/22/20 15:07 FN SM5220 C-11
Total Organic Carbon 12.2 1.0 0.23 mg/l 1 09/22/20 22:07 FN SM5310 B-11/SW9060A
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
27 of 561
FA7884844.4
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-6S
Lab Sample ID:FA78848-2A Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day a 4.0 U 4.0 4.0 mg/l 2 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate b 0.075 J 0.10 0.050 mg/l 1 09/18/20 23:08 JB EPA 300/SW846 9056A
Nitrogen, Nitrite b 0.050 U 0.10 0.050 mg/l 1 09/18/20 23:08 JB EPA 300/SW846 9056A
Sulfate 43.1 2.0 0.60 mg/l 1 09/18/20 23:08 JB EPA 300/SW846 9056A
(a) Received out of hold.
(b) Sample received outside the holding time.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
28 of 561
FA7884844.5
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-6S
Lab Sample ID:FA78848-2F Date Sampled:09/15/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 342 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Barium 50.7 J 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Calcium 19700 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Chromium 1.6 J 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Cobalt 0.40 J 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Copper 1.0 U 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Iron 476 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Lead 1.1 U 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Magnesium 1070 J 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Manganese 24.5 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 2 SW846 7470A 4
Nickel 1.4 J 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Potassium 3370 J 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Selenium 3.0 J 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Sodium 12600 10000 500 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Vanadium 7.8 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Zinc 70.0 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
(1) Instrument QC Batch: MA17072
(2) Instrument QC Batch: MA17075
(3) Prep QC Batch: MP37841
(4) Prep QC Batch: MP37849
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
29 of 561
FA7884844.6
SGS North America Inc.
Report of Analysis Page 1 of 2
Client Sample ID:MW-WSP-6D
Lab Sample ID:FA78848-3 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52872.D 1 09/24/20 13:53 CV n/a n/a VY2190
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK)2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52872.D
30 of 561
FA7884844.7
SGS North America Inc.
Report of Analysis Page 2 of 2
Client Sample ID:MW-WSP-6D
Lab Sample ID:FA78848-3 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 101%83-118%
17060-07-0 1,2-Dichloroethane-D4 100%79-125%
2037-26-5 Toluene-D8 100%85-112%
460-00-4 4-Bromofluorobenzene 101%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-WSP-6D
Lab Sample ID:FA78848-3 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 LL73357.D 1 09/24/20 09:43 EG n/a n/a GLL2529
Run #2
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 85.6 0.50 0.16 ug/l
74-84-0 Ethane 1.9 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:LL73357.D
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Client Sample ID:MW-WSP-6D
Lab Sample ID:FA78848-3 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138144.D 10 09/18/20 13:59 ANJ n/a n/a N:GWW5350
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 11200 500 18 ug/l
(a) (pH=6)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138144.D
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Client Sample ID:MW-WSP-6D
Lab Sample ID:FA78848-3 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 128 J 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Barium 147 J 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 13500 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 2.0 J 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.20 U 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Iron 1270 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 U 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 1900 J 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 26.6 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.50 J 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 1800 J 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 11800 10000 500 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 2.0 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 257 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17072
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37841
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-WSP-6D
Lab Sample ID:FA78848-3 Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 6.9 5.0 2.5 mg/l 1 09/25/20 21:40 AC SM2320 B-11
Chemical Oxygen Demand 10.8 J 20 5.3 mg/l 1 09/22/20 15:07 FN SM5220 C-11
Total Organic Carbon 2.5 1.0 0.23 mg/l 1 09/22/20 22:28 FN SM5310 B-11/SW9060A
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-WSP-6D
Lab Sample ID:FA78848-3A Date Sampled:09/15/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day a 4.0 U 4.0 4.0 mg/l 2 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate b 0.053 J 0.10 0.050 mg/l 1 09/18/20 23:27 JB EPA 300/SW846 9056A
Nitrogen, Nitrite b 0.050 U 0.10 0.050 mg/l 1 09/18/20 23:27 JB EPA 300/SW846 9056A
Sulfate 39.2 2.0 0.60 mg/l 1 09/18/20 23:27 JB EPA 300/SW846 9056A
(a) Received out of hold.
(b) Sample received outside the holding time.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-WSP-6D
Lab Sample ID:FA78848-3F Date Sampled:09/15/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 74.7 J 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Barium 128 J 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Calcium 12400 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Chromium 1.0 U 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Cobalt 0.20 U 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Copper 1.0 U 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Iron 551 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Lead 1.1 U 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Magnesium 1890 J 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Manganese 23.0 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 2 SW846 7470A 4
Nickel 0.40 U 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Potassium 1740 J 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Selenium 3.3 J 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Sodium 11600 10000 500 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Vanadium 0.80 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
Zinc 120 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 1 SW846 3010A 3
(1) Instrument QC Batch: MA17072
(2) Instrument QC Batch: MA17075
(3) Prep QC Batch: MP37841
(4) Prep QC Batch: MP37849
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Report of Analysis Page 1 of 2
Client Sample ID:FB9152020
Lab Sample ID:FA78848-4 Date Sampled:09/15/20
Matrix:AQ - Field Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52867.D 1 09/24/20 11:35 CV n/a n/a VY2190
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK)2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 1.2 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52867.D
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Client Sample ID:FB9152020
Lab Sample ID:FA78848-4 Date Sampled:09/15/20
Matrix:AQ - Field Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 104%83-118%
17060-07-0 1,2-Dichloroethane-D4 105%79-125%
2037-26-5 Toluene-D8 100%85-112%
460-00-4 4-Bromofluorobenzene 100%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:TRIP BLANK
Lab Sample ID:FA78848-5 Date Sampled:09/15/20
Matrix:AQ - Trip Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52865.D 1 09/24/20 10:40 CV n/a n/a VY2190
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK)2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52865.D
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Report of Analysis Page 2 of 2
Client Sample ID:TRIP BLANK
Lab Sample ID:FA78848-5 Date Sampled:09/15/20
Matrix:AQ - Trip Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 102%83-118%
17060-07-0 1,2-Dichloroethane-D4 103%79-125%
2037-26-5 Toluene-D8 100%85-112%
460-00-4 4-Bromofluorobenzene 101%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
41 of 561
FA7884844.11
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-WSP-2XD
Lab Sample ID:FA78849-1 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a 1A30779.D 1 10/06/20 12:22 CV n/a n/a V1A1267
Run #2 b Y52990.D 5 09/29/20 18:21 CV n/a n/a VY2194
Purge Volume
Run #1 5.0 ml
Run #2 5.0 ml
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 175 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK)91.8 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane c 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 72.4 d 5.0 1.4 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.54 1.0 0.22 ug/l J
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1A30779.D Y52990.D
25 of 1038
FA7884944.1
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-WSP-2XD
Lab Sample ID:FA78849-1 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 603 200 82 ug/l
100-41-4 Ethylbenzene 1.0 1.0 0.36 ug/l
591-78-6 2-Hexanone 3.7 10 2.0 ug/l J
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIBK)1.5 5.0 1.0 ug/l J
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.50 1.0 0.22 ug/l J
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 2.5 d 5.0 1.7 ug/l J
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 18.7 d 5.0 2.0 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 96%108%83-118%
17060-07-0 1,2-Dichloroethane-D4 92%108%79-125%
2037-26-5 Toluene-D8 96%97%85-112%
460-00-4 4-Bromofluorobenzene 101%104%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
26 of 1038
FA7884944.1
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-WSP-2XD
Lab Sample ID:FA78849-1 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Sample re-analyzed beyond hold time; reported results are considered minimum values. Sample was treated with
an anti-foaming agent.
(b) Sample was treated with an anti-foaming agent.
(c) Associated CCV outside of control limits high, sample was ND.
(d) Result is from Run# 2
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
27 of 1038
FA7884944.1
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-2XD
Lab Sample ID:FA78849-1 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a 1R3244.D 1 09/24/20 13:16 KB n/a n/a G1R116
Run #2 a 1R3261.D 10 09/24/20 16:58 KB n/a n/a G1R116
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2 38.0 ml 5.0 ml 500 ul 21 Deg. C
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 3780 b 5.0 1.6 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 7.7 1.0 0.43 ug/l
(a) Sample was not preserved to a pH < 2; reported results are considered minimum values.
(b) Result is from Run# 2
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1R3244.D 1R3261.D
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FA7884944.1
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-2XD
Lab Sample ID:FA78849-1 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138155.D 10 09/22/20 12:00 ANJ n/a n/a N:GWW5351
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 89000 500 18 ug/l
(a) (pH=8)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138155.D
29 of 1038
FA7884944.1
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-2XD
Lab Sample ID:FA78849-1 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum a 29000 1000 70 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Antimony a 5.0 U 30 5.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic a 6.5 U 50 6.5 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Barium a 550 J 1000 5.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium a 2.3 J 20 1.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium a 1.0 U 25 1.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Calcium a 140000 5000 250 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Chromium a 93.1 50 5.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt a 1.0 U 250 1.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Copper a 5.0 U 130 5.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Iron a 7560 1500 85 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Lead a 5.5 U 25 5.5 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium a 12800 J 25000 180 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Manganese a 169 75 5.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel a 2.1 J 200 2.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Potassium a 6550 J 50000 1000 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Selenium a 18.7 J 50 15 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Silver a 3.5 U 50 3.5 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 1220000 500000 25000 ug/l 50 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Thallium a 7.0 U 50 7.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium a 82.9 J 250 3.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Zinc a 27.0 J 100 22 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17072
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37841
(a) Sample dilution required due to difficult matrix.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
30 of 1038
FA7884944.1
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-2XD
Lab Sample ID:FA78849-1 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 2180 5.0 2.5 mg/l 1 09/22/20 20:45 AC SM2320 B-11
Chemical Oxygen Demand 8340 200 53 mg/l 10 09/25/20 13:15 FN SM5220 C-11
Total Organic Carbon a 2420 2.0 0.47 mg/l 2 09/23/20 15:55 FN SM5310 B-11/SW9060A
(a) Sample was not preserved to a pH < 2.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
31 of 1038
FA7884944.1
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-2XD
Lab Sample ID:FA78849-1A Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day 3650 1200 1200 mg/l 600 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate a 2.5 U 5.0 2.5 mg/l 50 09/18/20 16:42 JB EPA 300/SW846 9056A
Nitrogen, Nitrite a 2.5 U 5.0 2.5 mg/l 50 09/18/20 16:42 JB EPA 300/SW846 9056A
Sulfate b 30 U 100 30 mg/l 50 09/18/20 16:42 JB EPA 300/SW846 9056A
(a) Received out of hold. Dilution required based on initial conductivity reading.
(b) Dilution required based on initial conductivity reading.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
32 of 1038
FA7884944.2
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-2XD
Lab Sample ID:FA78849-1F Date Sampled:09/16/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum a 12300 1000 70 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Antimony a 5.0 U 30 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Arsenic a 6.5 U 50 6.5 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Barium a 321 J 1000 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Beryllium a 1.0 J 20 1.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Cadmium a 1.0 U 25 1.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Calcium a 140000 5000 250 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Chromium a 75.9 50 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Cobalt a 1.0 U 250 1.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Copper a 5.0 U 130 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Iron a 6630 1500 85 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Lead a 5.5 U 25 5.5 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Magnesium a 13100 J 25000 180 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Manganese a 172 75 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 1 SW846 7470A 4
Nickel a 2.0 U 200 2.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Potassium a 8040 J 50000 1000 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Selenium a 15 U 50 15 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Silver a 3.5 U 50 3.5 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Sodium 1320000 500000 25000 ug/l 50 09/30/20 10/05/20 LM SW846 6010D 3 SW846 3010A 5
Thallium a 7.0 U 50 7.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Vanadium a 77.2 J 250 3.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Zinc a 22 U 100 22 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
(1) Instrument QC Batch: MA17075
(2) Instrument QC Batch: MA17090
(3) Instrument QC Batch: MA17101
(4) Prep QC Batch: MP37849
(5) Prep QC Batch: MP37887
(a) Sample dilution required due to difficult matrix.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
33 of 1038
FA7884944.3
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-4S
Lab Sample ID:FA78849-2 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52991.D 1 09/29/20 18:49 CV n/a n/a VY2194
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone a 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane b 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 9.2 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.41 1.0 0.22 ug/l J
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane c 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52991.D
34 of 1038
FA7884944.4
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-4S
Lab Sample ID:FA78849-2 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIB a 1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane a 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 3.4 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 1.2 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane c 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 109%83-118%
17060-07-0 1,2-Dichloroethane-D4 109%79-125%
2037-26-5 Toluene-D8 96%85-112%
460-00-4 4-Bromofluorobenzene 100%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
35 of 1038
FA7884944.4
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-4S
Lab Sample ID:FA78849-2 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Associated CCV outside of control limits low.
(b) Associated CCV outside of control limits high, sample was ND.
(c) Associated BS recovery outside control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
36 of 1038
FA7884944.4
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-4S
Lab Sample ID:FA78849-2 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1R3245.D 1 09/24/20 13:27 KB n/a n/a G1R116
Run #2
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 17.2 0.50 0.16 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1R3245.D
37 of 1038
FA7884944.4
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-4S
Lab Sample ID:FA78849-2 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138156.D 10 09/22/20 12:16 ANJ n/a n/a N:GWW5351
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 9090 500 18 ug/l
(a) (pH=6)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138156.D
38 of 1038
FA7884944.4
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-4S
Lab Sample ID:FA78849-2 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 2160 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Barium 72.7 J 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 J 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 28400 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 2.7 J 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.30 J 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Iron 351 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 J 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 5320 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 18.6 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 1.5 J 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 6470 J 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 40500 10000 500 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 8.1 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 5.1 J 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17072
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37841
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
39 of 1038
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SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-4S
Lab Sample ID:FA78849-2 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 5.1 5.0 2.5 mg/l 1 09/25/20 21:40 AC SM2320 B-11
Chemical Oxygen Demand 62.2 20 5.3 mg/l 1 09/22/20 15:07 FN SM5220 C-11
Total Organic Carbon 10.5 1.0 0.23 mg/l 1 09/23/20 00:37 FN SM5310 B-11/SW9060A
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
40 of 1038
FA7884944.4
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-4S
Lab Sample ID:FA78849-2A Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day 4.0 U 4.0 4.0 mg/l 2 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate a 6.4 0.10 0.050 mg/l 1 09/18/20 17:07 JB EPA 300/SW846 9056A
Nitrogen, Nitrite a 0.050 U 0.10 0.050 mg/l 1 09/18/20 17:07 JB EPA 300/SW846 9056A
Sulfate 63.7 2.0 0.60 mg/l 1 09/18/20 17:07 JB EPA 300/SW846 9056A
(a) Received out of hold.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
41 of 1038
FA7884944.5
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-4S
Lab Sample ID:FA78849-2F Date Sampled:09/16/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 1170 200 14 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Barium 70.8 J 200 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 25500 1000 50 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 1.6 J 10 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.40 J 50 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Iron 221 J 300 17 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 U 5.0 1.1 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 4470 J 5000 35 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 19.8 15 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.40 J 40 0.40 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 6020 J 10000 200 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 37900 10000 500 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 6.1 J 50 0.60 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 14.8 J 20 4.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17075
(2) Instrument QC Batch: MA17090
(3) Prep QC Batch: MP37849
(4) Prep QC Batch: MP37887
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
42 of 1038
FA7884944.6
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-WSP-1S
Lab Sample ID:FA78849-3 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52992.D 1 09/29/20 19:16 CV n/a n/a VY2194
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone a 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane b 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 1.3 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane c 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52992.D
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FA7884944.7
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-WSP-1S
Lab Sample ID:FA78849-3 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIB a 1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane a 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane c 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 108%83-118%
17060-07-0 1,2-Dichloroethane-D4 109%79-125%
2037-26-5 Toluene-D8 96%85-112%
460-00-4 4-Bromofluorobenzene 98%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Report of Analysis Page 3 of 3
Client Sample ID:MW-WSP-1S
Lab Sample ID:FA78849-3 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Associated CCV outside of control limits low.
(b) Associated CCV outside of control limits high, sample was ND.
(c) Associated BS recovery outside control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
45 of 1038
FA7884944.7
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-1S
Lab Sample ID:FA78849-3 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1R3246.D 1 09/24/20 13:36 KB n/a n/a G1R116
Run #2 1R3262.D 10 09/24/20 17:14 KB n/a n/a G1R116
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2 38.0 ml 5.0 ml 500 ul 21 Deg. C
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 1280 a 5.0 1.6 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
(a) Result is from Run# 2
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1R3246.D 1R3262.D
46 of 1038
FA7884944.7
SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-WSP-1S
Lab Sample ID:FA78849-3 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138157.D 10 09/22/20 12:32 ANJ n/a n/a N:GWW5351
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 27300 500 18 ug/l
(a) (pH=8)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138157.D
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Client Sample ID:MW-WSP-1S
Lab Sample ID:FA78849-3 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 1970 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Barium 37.4 J 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 120000 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 4.4 J 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.20 U 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Iron 4160 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 U 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 1930 J 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 129 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.50 J 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 3800 J 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 3.5 J 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 60800 10000 500 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 3.2 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 21.1 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17072
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37841
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-WSP-1S
Lab Sample ID:FA78849-3 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 411 5.0 2.5 mg/l 1 09/22/20 20:45 AC SM2320 B-11
Chemical Oxygen Demand 141 20 5.3 mg/l 1 09/22/20 15:07 FN SM5220 C-11
Total Organic Carbon 36.6 1.0 0.23 mg/l 1 09/23/20 16:17 FN SM5310 B-11/SW9060A
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-WSP-1S
Lab Sample ID:FA78849-3A Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day 4.0 U 4.0 4.0 mg/l 2 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate a 0.25 J 0.50 0.25 mg/l 5 09/18/20 17:26 JB EPA 300/SW846 9056A
Nitrogen, Nitrite a 0.25 U 0.50 0.25 mg/l 5 09/18/20 17:26 JB EPA 300/SW846 9056A
Sulfate 19.6 10 3.0 mg/l 5 09/18/20 17:26 JB EPA 300/SW846 9056A
(a) Received out of hold. Dilution required based on initial conductivity reading.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-WSP-1S
Lab Sample ID:FA78849-3F Date Sampled:09/16/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 346 200 14 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Barium 35.1 J 200 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 119000 1000 50 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 2.6 J 10 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.20 U 50 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Iron 1180 300 17 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 U 5.0 1.1 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 1910 J 5000 35 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 129 15 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.40 U 40 0.40 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 3890 J 10000 200 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 71600 10000 500 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 1.4 J 50 0.60 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 19.1 J 20 4.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17075
(2) Instrument QC Batch: MA17090
(3) Prep QC Batch: MP37849
(4) Prep QC Batch: MP37887
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-WSP-4D
Lab Sample ID:FA78849-4 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52993.D 1 09/29/20 19:44 CV n/a n/a VY2194
Run #2 a 1A30780.D 1 10/06/20 12:47 CV n/a n/a V1A1267
Purge Volume
Run #1 5.0 ml
Run #2 5.0 ml
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone b 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK)2.0 U c 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane d 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane e 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52993.D 1A30780.D
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Client Sample ID:MW-WSP-4D
Lab Sample ID:FA78849-4 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIB b 1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane b 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.37 1.0 0.30 ug/l J
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane e 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 108%95%83-118%
17060-07-0 1,2-Dichloroethane-D4 109%93%79-125%
2037-26-5 Toluene-D8 96%94%85-112%
460-00-4 4-Bromofluorobenzene 99%99%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-WSP-4D
Lab Sample ID:FA78849-4 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Sample re-analyzed beyond hold time; reported results are considered minimum values.
(b) Associated CCV outside of control limits low.
(c) Result is from Run# 2
(d) Associated CCV outside of control limits high, sample was ND.
(e) Associated BS recovery outside control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-WSP-4D
Lab Sample ID:FA78849-4 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1R3252.D 1 09/24/20 15:10 KB n/a n/a G1R116
Run #2 1R3263.D 10 09/24/20 17:23 KB n/a n/a G1R116
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2 38.0 ml 5.0 ml 500 ul 21 Deg. C
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 5350 a 5.0 1.6 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
(a) Result is from Run# 2
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1R3252.D 1R3263.D
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Client Sample ID:MW-WSP-4D
Lab Sample ID:FA78849-4 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138158.D 10 09/22/20 12:55 ANJ n/a n/a N:GWW5351
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 72800 500 18 ug/l
(a) (pH=6)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138158.D
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Client Sample ID:MW-WSP-4D
Lab Sample ID:FA78849-4 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 1010 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Barium 22.3 J 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 63300 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 5.0 J 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.40 J 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Iron 4850 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 U 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 1450 J 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 58.9 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 2.2 J 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 10600 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 J 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 53000 10000 500 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 3.1 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 791 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17072
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37841
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-WSP-4D
Lab Sample ID:FA78849-4 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 282 5.0 2.5 mg/l 1 09/22/20 20:45 AC SM2320 B-11
Chemical Oxygen Demand 78.4 20 5.3 mg/l 1 09/22/20 15:07 FN SM5220 C-11
Total Organic Carbon 12.6 1.0 0.23 mg/l 1 09/23/20 02:01 FN SM5310 B-11/SW9060A
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-WSP-4D
Lab Sample ID:FA78849-4A Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day 10.6 4.0 4.0 mg/l 2 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate a 0.27 J 0.50 0.25 mg/l 5 09/18/20 17:45 JB EPA 300/SW846 9056A
Nitrogen, Nitrite a 0.25 U 0.50 0.25 mg/l 5 09/18/20 17:45 JB EPA 300/SW846 9056A
Sulfate 10.1 10 3.0 mg/l 5 09/18/20 17:45 JB EPA 300/SW846 9056A
(a) Received out of hold. Dilution required based on initial conductivity reading.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-WSP-4D
Lab Sample ID:FA78849-4F Date Sampled:09/16/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 114 J 200 14 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Barium 18.7 J 200 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 62400 1000 50 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 1.9 J 10 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.20 J 50 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Iron 2250 300 17 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 U 5.0 1.1 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 1420 J 5000 35 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 59.3 15 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 1.5 J 40 0.40 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 10300 10000 200 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 52000 10000 500 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 1.2 J 50 0.60 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 114 20 4.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17075
(2) Instrument QC Batch: MA17090
(3) Prep QC Batch: MP37849
(4) Prep QC Batch: MP37887
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
60 of 1038
FA7884944.12
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-3S
Lab Sample ID:FA78849-5 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52994.D 1 09/29/20 20:12 CV n/a n/a VY2194
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone a 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.72 1.0 0.23 ug/l J
135-98-8 sec-Butylbenzene 0.47 1.0 0.24 ug/l J
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane b 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 2.4 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane c 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52994.D
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Report of Analysis Page 2 of 3
Client Sample ID:MW-3S
Lab Sample ID:FA78849-5 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 4.5 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 1.2 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.26 1.0 0.21 ug/l J
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIB a 1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 3.9 5.0 1.0 ug/l J
103-65-1 n-Propylbenzene 3.0 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane a 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 4.7 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 1.4 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane c 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 11.0 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 11.8 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.91 2.0 0.47 ug/l J
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)1.1 3.0 0.72 ug/l J
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 110%83-118%
17060-07-0 1,2-Dichloroethane-D4 110%79-125%
2037-26-5 Toluene-D8 98%85-112%
460-00-4 4-Bromofluorobenzene 95%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Report of Analysis Page 3 of 3
Client Sample ID:MW-3S
Lab Sample ID:FA78849-5 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Associated CCV outside of control limits low.
(b) Associated CCV outside of control limits high, sample was ND.
(c) Associated BS recovery outside control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-3S
Lab Sample ID:FA78849-5 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1R3253.D 1 09/24/20 15:23 KB n/a n/a G1R116
Run #2
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 97.4 0.50 0.16 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1R3253.D
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SGS North America Inc.
Report of Analysis Page 1 of 1
Client Sample ID:MW-3S
Lab Sample ID:FA78849-5 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138159.D 10 09/22/20 13:18 ANJ n/a n/a N:GWW5351
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 22200 500 18 ug/l
(a) (pH=7)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138159.D
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Report of Analysis Page 1 of 1
Client Sample ID:MW-3S
Lab Sample ID:FA78849-5 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 4780 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Barium 18.0 J 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 11700 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 7.3 J 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.20 J 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Copper 4.8 J 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Iron 767 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Lead 3.1 J 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 365 J 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 7.1 J 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.50 J 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 1510 J 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 4.2 J 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 34300 10000 500 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 28.1 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 19.2 J 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17072
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37841
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Report of Analysis Page 1 of 1
Client Sample ID:MW-3S
Lab Sample ID:FA78849-5 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 975 5.0 2.5 mg/l 1 09/22/20 20:45 AC SM2320 B-11
Chemical Oxygen Demand 111 20 5.3 mg/l 1 09/22/20 15:07 FN SM5220 C-11
Total Organic Carbon 27.7 1.0 0.23 mg/l 1 09/23/20 02:21 FN SM5310 B-11/SW9060A
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
67 of 1038
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Report of Analysis Page 1 of 1
Client Sample ID:MW-3S
Lab Sample ID:FA78849-5A Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day 4.0 U 4.0 4.0 mg/l 2 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate a 0.059 J 0.10 0.050 mg/l 1 09/18/20 18:04 JB EPA 300/SW846 9056A
Nitrogen, Nitrite a 0.050 U 0.10 0.050 mg/l 1 09/18/20 18:04 JB EPA 300/SW846 9056A
Sulfate 25.7 2.0 0.60 mg/l 1 09/18/20 18:04 JB EPA 300/SW846 9056A
(a) Received out of hold.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
68 of 1038
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Report of Analysis Page 1 of 1
Client Sample ID:MW-3S
Lab Sample ID:FA78849-5F Date Sampled:09/16/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 1740 200 14 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Barium 17.8 J 200 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 11600 1000 50 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 4.7 J 10 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.20 U 50 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Copper 3.8 J 25 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Iron 522 300 17 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.2 J 5.0 1.1 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 340 J 5000 35 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 7.4 J 15 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.40 U 40 0.40 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 1550 J 10000 200 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 35500 10000 500 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 27.6 J 50 0.60 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 4.4 U 20 4.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17075
(2) Instrument QC Batch: MA17090
(3) Prep QC Batch: MP37849
(4) Prep QC Batch: MP37887
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Report of Analysis Page 1 of 3
Client Sample ID:MW-3D
Lab Sample ID:FA78849-6 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a Y52995.D 1 09/29/20 20:39 CV n/a n/a VY2194
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone b 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK) b 2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane c 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 107 1.0 0.28 ug/l E
156-60-5 trans-1,2-Dichloroethylene 5.6 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane d 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52995.D
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Client Sample ID:MW-3D
Lab Sample ID:FA78849-6 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIB b 1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane b 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.86 1.0 0.35 ug/l J
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane d 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.98 1.0 0.41 ug/l J
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 109%83-118%
17060-07-0 1,2-Dichloroethane-D4 110%79-125%
2037-26-5 Toluene-D8 96%85-112%
460-00-4 4-Bromofluorobenzene 99%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-3D
Lab Sample ID:FA78849-6 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Results from different vials are not consistent; higher results were reported.
(b) Associated CCV outside of control limits low.
(c) Associated CCV outside of control limits high, sample was ND.
(d) Associated BS recovery outside control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-3D
Lab Sample ID:FA78849-6 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1R3254.D 1 09/24/20 15:34 KB n/a n/a G1R116
Run #2 1R3264.D 10 09/24/20 17:30 KB n/a n/a G1R116
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2 38.0 ml 5.0 ml 500 ul 21 Deg. C
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 1230 a 5.0 1.6 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
(a) Result is from Run# 2
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1R3254.D 1R3264.D
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Client Sample ID:MW-3D
Lab Sample ID:FA78849-6 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138160.D 10 09/22/20 13:33 ANJ n/a n/a N:GWW5351
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 8400 500 18 ug/l
(a) (pH=6)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138160.D
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Client Sample ID:MW-3D
Lab Sample ID:FA78849-6 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 212 200 14 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Barium 45.0 J 200 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 88200 1000 50 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 2.3 J 10 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.20 U 50 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Iron 858 300 17 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 U 5.0 1.1 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 2250 J 5000 35 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 56.6 15 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.40 U 40 0.40 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 1200 J 10000 200 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 13900 10000 500 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 2.9 J 50 0.60 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 4.4 U 20 4.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17090
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37887
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-3D
Lab Sample ID:FA78849-6 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 212 5.0 2.5 mg/l 1 09/22/20 20:45 AC SM2320 B-11
Chemical Oxygen Demand 48.7 20 5.3 mg/l 1 09/22/20 15:07 FN SM5220 C-11
Total Organic Carbon 14.1 1.0 0.23 mg/l 1 09/23/20 02:44 FN SM5310 B-11/SW9060A
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-3D
Lab Sample ID:FA78849-6A Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day 12.9 4.0 4.0 mg/l 2 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate a 0.050 U 0.10 0.050 mg/l 1 09/18/20 19:01 JB EPA 300/SW846 9056A
Nitrogen, Nitrite a 0.050 U 0.10 0.050 mg/l 1 09/18/20 19:01 JB EPA 300/SW846 9056A
Sulfate 21.1 2.0 0.60 mg/l 1 09/18/20 19:01 JB EPA 300/SW846 9056A
(a) Received out of hold.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-3D
Lab Sample ID:FA78849-6F Date Sampled:09/16/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 118 J 200 14 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Barium 40.6 J 200 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 83200 1000 50 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 1.6 J 10 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.20 U 50 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Iron 341 300 17 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 U 5.0 1.1 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 2080 J 5000 35 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 52.1 15 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.40 U 40 0.40 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 1150 J 10000 200 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 13000 10000 500 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 2.6 J 50 0.60 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 4.4 U 20 4.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17075
(2) Instrument QC Batch: MA17090
(3) Prep QC Batch: MP37849
(4) Prep QC Batch: MP37887
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-7S
Lab Sample ID:FA78849-7 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52996.D 1 09/29/20 21:07 CV n/a n/a VY2194
Run #2 a 1A30777.D 1 10/06/20 11:30 CV n/a n/a V1A1267
Purge Volume
Run #1 5.0 ml
Run #2 5.0 ml
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone b 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK) b 2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane c 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U d 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane e 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52996.D 1A30777.D
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Client Sample ID:MW-7S
Lab Sample ID:FA78849-7 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIB b 1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane b 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane e 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 107%93%83-118%
17060-07-0 1,2-Dichloroethane-D4 110%93%79-125%
2037-26-5 Toluene-D8 98%96%85-112%
460-00-4 4-Bromofluorobenzene 99%98%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-7S
Lab Sample ID:FA78849-7 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Sample re-analyzed beyond hold time; reported results are considered minimum values.
(b) Associated CCV outside of control limits low.
(c) Associated CCV outside of control limits high, sample was ND.
(d) Result is from Run# 2
(e) Associated BS recovery outside control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-7S
Lab Sample ID:FA78849-7 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1R3255.D 1 09/24/20 15:43 KB n/a n/a G1R116
Run #2
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 459 0.50 0.16 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1R3255.D
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Client Sample ID:MW-7S
Lab Sample ID:FA78849-7 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138162.D 10 09/22/20 14:20 ANJ n/a n/a N:GWW5351
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 24400 500 18 ug/l
(a) (pH=5)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138162.D
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Client Sample ID:MW-7S
Lab Sample ID:FA78849-7 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 3310 200 14 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 2.1 J 10 1.3 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Barium 101 J 200 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.41 J 4.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 9940 1000 50 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 2.3 J 10 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.40 J 50 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Iron 2060 300 17 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.4 J 5.0 1.1 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 1770 J 5000 35 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 23.4 15 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.90 J 40 0.40 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 3090 J 10000 200 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 11500 10000 500 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 9.8 J 50 0.60 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 27.7 20 4.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17090
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37887
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-7S
Lab Sample ID:FA78849-7 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 2.5 U 5.0 2.5 mg/l 1 09/25/20 21:40 AC SM2320 B-11
Chemical Oxygen Demand 21.6 20 5.3 mg/l 1 09/22/20 15:07 FN SM5220 C-11
Total Organic Carbon 4.8 1.0 0.23 mg/l 1 09/23/20 03:04 FN SM5310 B-11/SW9060A
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-7S
Lab Sample ID:FA78849-7A Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day 4.0 U 4.0 4.0 mg/l 2 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate a 0.050 J 0.10 0.050 mg/l 1 09/18/20 19:20 JB EPA 300/SW846 9056A
Nitrogen, Nitrite a 0.050 U 0.10 0.050 mg/l 1 09/18/20 19:20 JB EPA 300/SW846 9056A
Sulfate 42.7 2.0 0.60 mg/l 1 09/18/20 19:20 JB EPA 300/SW846 9056A
(a) Received out of hold.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-7S
Lab Sample ID:FA78849-7F Date Sampled:09/16/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 2170 200 14 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Barium 98.2 J 200 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.42 J 4.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 9700 1000 50 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 1.3 J 10 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 0.30 J 50 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Copper 1.0 U 25 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Iron 716 300 17 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Lead 1.1 U 5.0 1.1 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 1660 J 5000 35 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 22.9 15 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 0.70 J 40 0.40 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 2990 J 10000 200 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 2.9 U 10 2.9 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 11300 10000 500 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 3.5 J 50 0.60 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 27.2 20 4.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17075
(2) Instrument QC Batch: MA17090
(3) Prep QC Batch: MP37849
(4) Prep QC Batch: MP37887
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-7D
Lab Sample ID:FA78849-8 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a 1A30781.D 1 10/06/20 13:13 CV n/a n/a V1A1267
Run #2 Y52997.D 5 09/29/20 21:35 CV n/a n/a VY2194
Purge Volume
Run #1 5.0 ml
Run #2 5.0 ml
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK)2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane b 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 9.1 c 5.0 1.4 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1A30781.D Y52997.D
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Report of Analysis Page 2 of 3
Client Sample ID:MW-7D
Lab Sample ID:FA78849-8 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 2.1 c 5.0 2.0 ug/l J
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 96%109%83-118%
17060-07-0 1,2-Dichloroethane-D4 97%109%79-125%
2037-26-5 Toluene-D8 93%97%85-112%
460-00-4 4-Bromofluorobenzene 98%99%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Report of Analysis Page 3 of 3
Client Sample ID:MW-7D
Lab Sample ID:FA78849-8 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Sample re-analyzed beyond hold time; reported results are considered minimum values.
(b) Associated CCV outside of control limits high, sample was ND.
(c) Result is from Run# 2
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-7D
Lab Sample ID:FA78849-8 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1R3256.D 1 09/24/20 15:52 KB n/a n/a G1R116
Run #2 1R3265.D 20 09/24/20 17:42 KB n/a n/a G1R116
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2 38.0 ml 5.0 ml 500 ul 21 Deg. C
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 10100 a 10 3.2 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.70 1.0 0.43 ug/l J
(a) Result is from Run# 2
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1R3256.D 1R3265.D
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Report of Analysis Page 1 of 1
Client Sample ID:MW-7D
Lab Sample ID:FA78849-8 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138163.D 10 09/22/20 14:38 ANJ n/a n/a N:GWW5351
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 34100 500 18 ug/l
(a) (pH=7)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138163.D
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Report of Analysis Page 1 of 1
Client Sample ID:MW-7D
Lab Sample ID:FA78849-8 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 2540 200 14 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Antimony 1.0 U 6.0 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Arsenic 1.3 U 10 1.3 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Barium 129 J 200 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Beryllium 0.34 J 4.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Calcium 206000 1000 50 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Chromium 11.6 10 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Cobalt 0.30 J 50 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Copper 1.0 U 25 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Iron 5010 300 17 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Lead 1.1 U 5.0 1.1 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Magnesium 4130 J 5000 35 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Manganese 139 15 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 4
Nickel 0.60 J 40 0.40 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Potassium 2300 J 10000 200 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Selenium 2.9 U 10 2.9 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Silver 0.70 U 10 0.70 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Sodium 178000 50000 2500 ug/l 5 09/30/20 10/05/20 LM SW846 6010D 3 SW846 3010A 5
Thallium 1.4 U 10 1.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Vanadium 22.4 J 50 0.60 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Zinc 12.1 J 20 4.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17090
(3) Instrument QC Batch: MA17101
(4) Prep QC Batch: MP37834
(5) Prep QC Batch: MP37887
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Report of Analysis Page 1 of 1
Client Sample ID:MW-7D
Lab Sample ID:FA78849-8 Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 586 5.0 2.5 mg/l 1 09/22/20 20:45 AC SM2320 B-11
Chemical Oxygen Demand 1400 20 5.3 mg/l 1 09/23/20 17:30 FN SM5220 C-11
Total Organic Carbon a 430 1.0 0.23 mg/l 1 09/23/20 16:38 FN SM5310 B-11/SW9060A
(a) Sample was not preserved to a pH < 2.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Report of Analysis Page 1 of 1
Client Sample ID:MW-7D
Lab Sample ID:FA78849-8A Date Sampled:09/16/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
BOD, 5 Day 100 30 30 mg/l 15 09/23/20 10:44 JB SM5210 B-11
Nitrogen, Nitrate a 0.53 J 1.0 0.50 mg/l 10 09/18/20 19:39 JB EPA 300/SW846 9056A
Nitrogen, Nitrite a 0.50 U 1.0 0.50 mg/l 10 09/18/20 19:39 JB EPA 300/SW846 9056A
Sulfate b 12.8 J 20 6.0 mg/l 10 09/18/20 19:39 JB EPA 300/SW846 9056A
(a) Received out of hold. Dilution required based on initial conductivity reading.
(b) Dilution required based on initial conductivity reading.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-7D
Lab Sample ID:FA78849-8F Date Sampled:09/16/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 83.9 J 200 14 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Antimony 1.0 U 6.0 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Arsenic 1.3 U 10 1.3 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Barium 118 J 200 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Calcium 205000 1000 50 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Chromium 5.5 J 10 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Cobalt 0.20 U 50 0.20 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Copper 1.0 U 25 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Iron 1570 300 17 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Lead 1.1 U 5.0 1.1 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Magnesium 3850 J 5000 35 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Manganese 130 15 1.0 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Mercury 0.030 U 0.50 0.030 ug/l 1 09/24/20 09/24/20 JC SW846 7470A 1 SW846 7470A 4
Nickel 0.40 U 40 0.40 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Potassium 1910 J 10000 200 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Selenium 2.9 U 10 2.9 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Silver 0.70 U 10 0.70 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Sodium 169000 50000 2500 ug/l 5 09/30/20 10/05/20 LM SW846 6010D 3 SW846 3010A 5
Thallium 1.4 U 10 1.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Vanadium 9.8 J 50 0.60 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Zinc 8.1 J 20 4.4 ug/l 1 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
(1) Instrument QC Batch: MA17075
(2) Instrument QC Batch: MA17090
(3) Instrument QC Batch: MA17101
(4) Prep QC Batch: MP37849
(5) Prep QC Batch: MP37887
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:FB 9162020
Lab Sample ID:FA78849-9 Date Sampled:09/16/20
Matrix:AQ - Field Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52981.D 1 09/29/20 14:12 CV n/a n/a VY2194
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone a 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 1.3 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane b 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane c 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52981.D
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Client Sample ID:FB 9162020
Lab Sample ID:FA78849-9 Date Sampled:09/16/20
Matrix:AQ - Field Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIB a 1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane a 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane c 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 108%83-118%
17060-07-0 1,2-Dichloroethane-D4 109%79-125%
2037-26-5 Toluene-D8 97%85-112%
460-00-4 4-Bromofluorobenzene 97%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:FB 9162020
Lab Sample ID:FA78849-9 Date Sampled:09/16/20
Matrix:AQ - Field Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Associated CCV outside of control limits low.
(b) Associated CCV outside of control limits high, sample was ND.
(c) Associated BS recovery outside control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Report of Analysis Page 1 of 3
Client Sample ID:TRIP BLANK
Lab Sample ID:FA78849-10 Date Sampled:09/15/20
Matrix:AQ - Trip Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52979.D 1 09/29/20 13:16 CV n/a n/a VY2194
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone a 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane b 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane c 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52979.D
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Report of Analysis Page 2 of 3
Client Sample ID:TRIP BLANK
Lab Sample ID:FA78849-10 Date Sampled:09/15/20
Matrix:AQ - Trip Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIB a 1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane a 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane c 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 107%83-118%
17060-07-0 1,2-Dichloroethane-D4 109%79-125%
2037-26-5 Toluene-D8 96%85-112%
460-00-4 4-Bromofluorobenzene 99%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:TRIP BLANK
Lab Sample ID:FA78849-10 Date Sampled:09/15/20
Matrix:AQ - Trip Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Associated CCV outside of control limits low.
(b) Associated CCV outside of control limits high, sample was ND.
(c) Associated BS recovery outside control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-5S
Lab Sample ID:FA78886-1 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a 1A30782.D 1 10/06/20 13:39 CV n/a n/a V1A1267
Run #2 a 1A30829.D 2 10/07/20 12:36 CV n/a n/a V1A1269
Run #3 b Y52984.D 50 09/29/20 15:35 CV n/a n/a VY2194
Purge Volume
Run #1 5.0 ml
Run #2 5.0 ml
Run #3 5.0 ml
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 186 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK)238 c 10 4.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane d 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 26.5 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.62 1.0 0.22 ug/l J
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1A30782.D 1A30829.D Y52984.D
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Report of Analysis Page 2 of 3
Client Sample ID:MW-5S
Lab Sample ID:FA78886-1 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.52 1.0 0.36 ug/l J
591-78-6 2-Hexanone 7.6 10 2.0 ug/l J
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 2.8 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 1.1 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 17.8 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Run# 3 Limits
1868-53-7 Dibromofluoromethane 95%95%108%83-118%
17060-07-0 1,2-Dichloroethane-D4 90%94%111%79-125%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-5S
Lab Sample ID:FA78886-1 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Surrogate Recoveries Run# 1 Run# 2 Run# 3 Limits
2037-26-5 Toluene-D8 96%95%97%85-112%
460-00-4 4-Bromofluorobenzene 100%100%98%83-118%
(a) Sample re-analyzed beyond hold time; reported results are considered minimum values. Sample was treated with
an anti-foaming agent.
(b) Confirmation run.
(c) Result is from Run# 2
(d) Associated CCV outside of control limits high, sample was ND.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-5S
Lab Sample ID:FA78886-1 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 LL73358.D 1 09/24/20 09:51 EG n/a n/a GLL2529
Run #2 LL73370.D 10 09/24/20 11:58 EG n/a n/a GLL2529
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2 38.0 ml 5.0 ml 500 ul 21 Deg. C
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 1470 a 5.0 1.6 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
(a) Result is from Run# 2
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:LL73358.D LL73370.D
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Client Sample ID:MW-5S
Lab Sample ID:FA78886-1 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138152.D 10 09/22/20 11:11 ANJ n/a n/a N:GWW5351
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 16200 500 18 ug/l
(a) (pH=7)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138152.D
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Client Sample ID:MW-5S
Lab Sample ID:FA78886-1 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum a 40300 1000 70 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Antimony a 5.0 U 30 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Arsenic a 6.5 U 50 6.5 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Barium a 395 J 1000 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Beryllium a 1.0 U 20 1.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Cadmium a 1.0 U 25 1.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Calcium a 32300 5000 250 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Chromium a 86.1 50 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Cobalt a 3.8 J 250 1.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Copper a 38.5 J 130 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Iron a 32100 1500 85 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Lead a 38.0 25 5.5 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Magnesium a 1850 J 25000 180 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Manganese a 128 75 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Mercury 0.088 J 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 4
Nickel a 26.0 J 200 2.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Potassium a 10900 J 50000 1000 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Selenium a 15 U 50 15 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Silver a 3.5 U 50 3.5 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Sodium 648000 250000 13000 ug/l 25 09/30/20 10/05/20 LM SW846 6010D 3 SW846 3010A 5
Thallium a 7.0 U 50 7.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Vanadium a 73.0 J 250 3.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Zinc a 3300 100 22 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17090
(3) Instrument QC Batch: MA17101
(4) Prep QC Batch: MP37834
(5) Prep QC Batch: MP37887
(a) Sample dilution required due to difficult matrix.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-5S
Lab Sample ID:FA78886-1 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 925 5.0 2.5 mg/l 1 09/19/20 03:47 FN SM2320 B-11
BOD, 5 Day 1260 600 600 mg/l 300 09/23/20 10:44 JB SM5210 B-11
Chemical Oxygen Demand 1080 20 5.3 mg/l 1 09/23/20 17:30 FN SM5220 C-11
Nitrogen, Nitrate a 10 U 20 10 mg/l 200 09/18/20 14:49 JB EPA 300/SW846 9056A
Nitrogen, Nitrite a 10 U 20 10 mg/l 200 09/18/20 14:49 JB EPA 300/SW846 9056A
Sulfate 7300 400 120 mg/l 200 09/18/20 14:49 JB EPA 300/SW846 9056A
Total Organic Carbon 2190 5.0 1.2 mg/l 5 09/19/20 16:18 FN SM5310 B-11/SW9060A
(a) Dilution required based on initial conductivity reading.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-5S
Lab Sample ID:FA78886-1F Date Sampled:09/17/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum 8370 200 14 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Antimony 1.0 U 6.0 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic 1.3 U 10 1.3 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Barium 221 200 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium 0.20 U 4.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium 0.20 U 5.0 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Calcium 19800 1000 50 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Chromium 33.7 10 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt 1.6 J 50 0.20 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Copper 24.5 J 25 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Iron 17600 300 17 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Lead 18.6 5.0 1.1 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium 943 J 5000 35 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Manganese 61.5 15 1.0 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel 18.0 J 40 0.40 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Potassium 4130 J 10000 200 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Selenium 5.4 J 10 2.9 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Silver 0.70 U 10 0.70 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 252000 50000 2500 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Thallium 1.4 U 10 1.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium 25.1 J 50 0.60 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Zinc 2190 20 4.4 ug/l 1 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17072
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37841
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-5D
Lab Sample ID:FA78886-2 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a 1A30830.D 5 10/07/20 13:02 CV n/a n/a V1A1269
Run #2 b Y52985.D 50 09/29/20 16:02 CV n/a n/a VY2194
Purge Volume
Run #1 5.0 ml
Run #2 5.0 ml
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 736 130 50 ug/l
71-43-2 Benzene 1.6 U 5.0 1.6 ug/l
108-86-1 Bromobenzene 1.8 U 5.0 1.8 ug/l
74-97-5 Bromochloromethane 2.3 U 5.0 2.3 ug/l
75-27-4 Bromodichloromethane 1.2 U 5.0 1.2 ug/l
75-25-2 Bromoform 2.0 U 5.0 2.0 ug/l
78-93-3 2-Butanone (MEK)1970 25 10 ug/l
104-51-8 n-Butylbenzene 1.2 U 5.0 1.2 ug/l
135-98-8 sec-Butylbenzene 1.2 U 5.0 1.2 ug/l
98-06-6 tert-Butylbenzene 1.6 U 5.0 1.6 ug/l
56-23-5 Carbon Tetrachloride 1.8 U 5.0 1.8 ug/l
108-90-7 Chlorobenzene 1.0 U 5.0 1.0 ug/l
75-00-3 Chloroethane 3.3 U 10 3.3 ug/l
67-66-3 Chloroform 1.5 U 5.0 1.5 ug/l
95-49-8 o-Chlorotoluene 1.1 U 5.0 1.1 ug/l
106-43-4 p-Chlorotoluene 1.5 U 5.0 1.5 ug/l
124-48-1 Dibromochloromethane 1.4 U 5.0 1.4 ug/l
106-93-4 1,2-Dibromoethane 1.4 U 10 1.4 ug/l
75-71-8 Dichlorodifluoromethane c 2.5 U 10 2.5 ug/l
95-50-1 1,2-Dichlorobenzene 1.6 U 5.0 1.6 ug/l
541-73-1 1,3-Dichlorobenzene 1.1 U 5.0 1.1 ug/l
106-46-7 1,4-Dichlorobenzene 1.3 U 5.0 1.3 ug/l
75-34-3 1,1-Dichloroethane 1.7 U 5.0 1.7 ug/l
107-06-2 1,2-Dichloroethane 1.6 U 5.0 1.6 ug/l
75-35-4 1,1-Dichloroethylene 1.6 U 5.0 1.6 ug/l
156-59-2 cis-1,2-Dichloroethylene 6.3 5.0 1.4 ug/l
156-60-5 trans-1,2-Dichloroethylene 1.1 U 5.0 1.1 ug/l
78-87-5 1,2-Dichloropropane 2.1 U 5.0 2.1 ug/l
142-28-9 1,3-Dichloropropane 1.5 U 5.0 1.5 ug/l
594-20-7 2,2-Dichloropropane 1.2 U 5.0 1.2 ug/l
563-58-6 1,1-Dichloropropene 1.7 U 5.0 1.7 ug/l
10061-01-5 cis-1,3-Dichloropropene 1.5 U 5.0 1.5 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:1A30830.D Y52985.D
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Client Sample ID:MW-5D
Lab Sample ID:FA78886-2 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 1.1 U 5.0 1.1 ug/l
108-20-3 Di-Isopropyl Ether 1.2 U 5.0 1.2 ug/l
64-17-5 Ethyl Alcohol 410 U 1000 410 ug/l
100-41-4 Ethylbenzene 1.8 U 5.0 1.8 ug/l
591-78-6 2-Hexanone 10 U 50 10 ug/l
98-82-8 Isopropylbenzene 1.1 U 5.0 1.1 ug/l
99-87-6 p-Isopropyltoluene 1.1 U 5.0 1.1 ug/l
74-83-9 Methyl Bromide 2.9 U 10 2.9 ug/l
74-87-3 Methyl Chloride 2.5 U 10 2.5 ug/l
75-09-2 Methylene Chloride 10 U 25 10 ug/l
108-10-1 4-Methyl-2-pentanone (MIBK)5.0 U 25 5.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 1.1 U 5.0 1.1 ug/l
91-20-3 Naphthalene d 5.0 U 25 5.0 ug/l
103-65-1 n-Propylbenzene 1.4 U 5.0 1.4 ug/l
100-42-5 Styrene 1.1 U 5.0 1.1 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 1.4 U 5.0 1.4 ug/l
79-34-5 1,1,2,2-Tetrachloroethane 1.5 U 5.0 1.5 ug/l
127-18-4 Tetrachloroethylene 1.1 U 5.0 1.1 ug/l
108-88-3 Toluene 1.5 U 5.0 1.5 ug/l
87-61-6 1,2,3-Trichlorobenzene e 3.1 U 10 3.1 ug/l
120-82-1 1,2,4-Trichlorobenzene 2.5 U 10 2.5 ug/l
71-55-6 1,1,1-Trichloroethane 1.2 U 5.0 1.2 ug/l
79-00-5 1,1,2-Trichloroethane 2.3 U 5.0 2.3 ug/l
79-01-6 Trichloroethylene 4.1 5.0 1.7 ug/l J
75-69-4 Trichlorofluoromethane 2.5 U 10 2.5 ug/l
96-18-4 1,2,3-Trichloropropane 3.2 U 10 3.2 ug/l
95-63-6 1,2,4-Trimethylbenzene 1.6 U 5.0 1.6 ug/l
108-67-8 1,3,5-Trimethylbenzene 1.4 U 5.0 1.4 ug/l
108-05-4 Vinyl Acetate 10 U 50 10 ug/l
75-01-4 Vinyl Chloride 2.0 U 5.0 2.0 ug/l
m,p-Xylene 2.3 U 10 2.3 ug/l
95-47-6 o-Xylene 1.3 U 5.0 1.3 ug/l
1330-20-7 Xylene (total)3.6 U 15 3.6 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 94%107%83-118%
17060-07-0 1,2-Dichloroethane-D4 92%110%79-125%
2037-26-5 Toluene-D8 97%96%85-112%
460-00-4 4-Bromofluorobenzene 101%98%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-5D
Lab Sample ID:FA78886-2 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Sample re-analyzed beyond hold time; reported results are considered minimum values. Sample was treated with
an anti-foaming agent. Sample was not preserved to a pH <2.
(b) Sample was not preserved to a pH < 2. Confirmation run.
(c) Associated CCV outside of control limits high, sample was ND.
(d) Associated CCV and BS outside control limits low.
(e) Associated CCV outside of control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:MW-5D
Lab Sample ID:FA78886-2 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSKSOP-147/175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a LL73359.D 1 09/24/20 10:06 EG n/a n/a GLL2529
Run #2
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2
CAS No.Compound Result RL MDL Units Q
74-82-8 Methane 522 0.50 0.16 ug/l
74-84-0 Ethane 0.32 U 1.0 0.32 ug/l
74-85-1 Ethene 0.43 U 1.0 0.43 ug/l
(a) Sample was not preserved to a pH < 2.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:LL73359.D
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Client Sample ID:MW-5D
Lab Sample ID:FA78886-2 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Method:RSK-175 Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a WW138153.D 10 09/22/20 11:29 ANJ n/a n/a N:GWW5351
Run #2
CAS No.Compound Result RL MDL Units Q
124-38-9 Carbon Dioxide 69700 500 18 ug/l
(a) (pH=7)Sample is not acid preservation per method/client criteria. Sample analyzed within 7 days holding time.
Analysis performed at SGS Dayton, NJ.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:WW138153.D
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Client Sample ID:MW-5D
Lab Sample ID:FA78886-2 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Total Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum a 85000 1000 70 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Antimony a 5.0 U 30 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Arsenic a 63.8 50 6.5 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Barium a 1180 1000 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Beryllium a 17.2 J 20 1.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Cadmium a 1.0 U 25 1.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Calcium a 246000 5000 250 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Chromium a 316 50 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Cobalt a 27.2 J 250 1.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Copper a 59.6 J 130 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Iron a 80100 1500 85 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Lead a 83.0 25 5.5 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Magnesium a 40100 25000 180 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Manganese a 681 75 5.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 4
Nickel a 70.9 J 200 2.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Potassium a 287000 50000 1000 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Selenium a 18.9 J 50 15 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Silver a 3.5 U 50 3.5 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Sodium 2770000 1000000 50000 ug/l 100 09/30/20 10/05/20 LM SW846 6010D 3 SW846 3010A 5
Thallium a 7.0 U 50 7.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Vanadium a 419 250 3.0 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
Zinc a 1660 100 22 ug/l 5 09/30/20 09/30/20 LM SW846 6010D 2 SW846 3010A 5
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17090
(3) Instrument QC Batch: MA17101
(4) Prep QC Batch: MP37834
(5) Prep QC Batch: MP37887
(a) Sample dilution required due to difficult matrix.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-5D
Lab Sample ID:FA78886-2 Date Sampled:09/17/20
Matrix:AQ - Ground Water Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
General Chemistry
Analyte Result RL MDL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 6450 5.0 2.5 mg/l 1 09/19/20 03:47 FN SM2320 B-11
BOD, 5 Day 9210 6000 6000 mg/l 3000 09/23/20 10:44 JB SM5210 B-11
Chemical Oxygen Demand 17800 500 130 mg/l 25 09/25/20 13:15 FN SM5220 C-11
Nitrogen, Nitrate a 10 U 20 10 mg/l 200 09/18/20 15:13 JB EPA 300/SW846 9056A
Nitrogen, Nitrite a 10 U 20 10 mg/l 200 09/18/20 15:13 JB EPA 300/SW846 9056A
Sulfate 7470 400 120 mg/l 200 09/18/20 15:13 JB EPA 300/SW846 9056A
Total Organic Carbon b 6820 10 2.3 mg/l 10 09/19/20 16:44 FN SM5310 B-11/SW9060A
(a) Dilution required based on initial conductivity reading.
(b) Sample was not preserved to a pH < 2.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:MW-5D
Lab Sample ID:FA78886-2F Date Sampled:09/17/20
Matrix:AQ - Groundwater Filtered Date Received:09/18/20
Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
Dissolved Metals Analysis
Analyte Result RL MDL Units DF Prep Analyzed By Method Prep Method
Aluminum a 121000 1000 70 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Antimony a 5.0 U 30 5.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Arsenic a 93.3 50 6.5 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Barium a 1470 1000 5.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Beryllium a 20.6 20 1.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cadmium a 1.0 U 25 1.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Calcium a 279000 5000 250 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Chromium a 386 50 5.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Cobalt a 38.3 J 250 1.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Copper a 91.3 J 130 5.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Iron a 115000 1500 85 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Lead a 119 25 5.5 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Magnesium a 55700 25000 180 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Manganese a 848 75 5.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Mercury 0.030 U 0.50 0.030 ug/l 1 09/21/20 09/21/20 JC SW846 7470A 1 SW846 7470A 3
Nickel a 97.7 J 200 2.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Potassium a 291000 50000 1000 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Selenium a 50.4 50 15 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Silver a 3.5 U 50 3.5 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Sodium 2650000 1000000 50000 ug/l 100 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Thallium a 7.0 U 50 7.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Vanadium a 477 250 3.0 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
Zinc a 3120 100 22 ug/l 5 09/23/20 09/23/20 LM SW846 6010D 2 SW846 3010A 4
(1) Instrument QC Batch: MA17063
(2) Instrument QC Batch: MA17072
(3) Prep QC Batch: MP37834
(4) Prep QC Batch: MP37841
(a) Sample dilution required due to difficult matrix.
RL = Reporting Limit U = Indicates a result < MDL
MDL = Method Detection Limit J = Indicates a result >= MDL but < RL
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Client Sample ID:FB9172020
Lab Sample ID:FA78886-3 Date Sampled:09/17/20
Matrix:AQ - Field Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52980.D 1 09/29/20 13:44 CV n/a n/a VY2194
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone a 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 1.3 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane b 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane c 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52980.D
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Report of Analysis Page 2 of 3
Client Sample ID:FB9172020
Lab Sample ID:FA78886-3 Date Sampled:09/17/20
Matrix:AQ - Field Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIB a 1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane a 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane c 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 108%83-118%
17060-07-0 1,2-Dichloroethane-D4 110%79-125%
2037-26-5 Toluene-D8 97%85-112%
460-00-4 4-Bromofluorobenzene 98%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Report of Analysis Page 3 of 3
Client Sample ID:FB9172020
Lab Sample ID:FA78886-3 Date Sampled:09/17/20
Matrix:AQ - Field Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Associated CCV outside of control limits low.
(b) Associated CCV outside of control limits high, sample was ND.
(c) Associated BS recovery outside control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Report of Analysis Page 1 of 3
Client Sample ID:TRIP BLANK
Lab Sample ID:FA78886-4 Date Sampled:09/15/20
Matrix:AQ - Trip Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 Y52978.D 1 09/29/20 12:49 CV n/a n/a VY2194
Run #2
Purge Volume
Run #1 5.0 ml
Run #2
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone a 10 U 25 10 ug/l
71-43-2 Benzene 0.31 U 1.0 0.31 ug/l
108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l
74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l
75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l
75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l
78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l
104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l
135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l
98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l
56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l
108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l
75-00-3 Chloroethane 0.67 U 2.0 0.67 ug/l
67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l
95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l
106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l
124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l
106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l
75-71-8 Dichlorodifluoromethane b 0.50 U 2.0 0.50 ug/l
95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l
541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l
106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l
75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l
107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l
75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l
156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l
156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l
78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l
142-28-9 1,3-Dichloropropane c 0.31 U 1.0 0.31 ug/l
594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l
563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l
10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Raw Data:Y52978.D
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Client Sample ID:TRIP BLANK
Lab Sample ID:FA78886-4 Date Sampled:09/15/20
Matrix:AQ - Trip Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l
108-20-3 Di-Isopropyl Ether 0.24 U 1.0 0.24 ug/l
64-17-5 Ethyl Alcohol 82 U 200 82 ug/l
100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l
591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l
98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l
99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l
74-83-9 Methyl Bromide 0.59 U 2.0 0.59 ug/l
74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l
75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l
108-10-1 4-Methyl-2-pentanone (MIB a 1.0 U 5.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l
91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l
100-42-5 Styrene 0.22 U 1.0 0.22 ug/l
630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l
79-34-5 1,1,2,2-Tetrachloroethane a 0.30 U 1.0 0.30 ug/l
127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l
108-88-3 Toluene 0.30 U 1.0 0.30 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l
120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l
71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l
79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l
79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l
75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l
96-18-4 1,2,3-Trichloropropane c 0.63 U 2.0 0.63 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l
108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l
108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l
75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l
m,p-Xylene 0.47 U 2.0 0.47 ug/l
95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l
1330-20-7 Xylene (total)0.72 U 3.0 0.72 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 108%83-118%
17060-07-0 1,2-Dichloroethane-D4 109%79-125%
2037-26-5 Toluene-D8 98%85-112%
460-00-4 4-Bromofluorobenzene 100%83-118%
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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Client Sample ID:TRIP BLANK
Lab Sample ID:FA78886-4 Date Sampled:09/15/20
Matrix:AQ - Trip Blank Water Date Received:09/18/20
Method:SW846 8260D Percent Solids:n/a
Project:Modern Cleaners/Independence Mall; 3750 Oleander Dr, Wilmington, NC
VOA List for NC, May 2012
CAS No.Compound Result RL MDL Units Q
(a) Associated CCV outside of control limits low.
(b) Associated CCV outside of control limits high, sample was ND.
(c) Associated BS recovery outside control limits low.
U = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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APPENDIX

MONITOR WELL
GRAPHS –
SEPTEMBER 2020

0
1
2
3
4
5
6
7
8
9
10
Concentration (ug/L)MW-3S
Former Modern Dry Cleaners & Laundry Site
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
0
25
50
75
100
125
150
175
200
225
250
Concentration (ug/L)MW-4S
Former Modern Dry Cleaners & Laundry Site
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
0
50
100
150
200
250
300
350
400
450
500
Concentration (ug/L)MW-5S
Former Modern Dry Cleaners & Laundry
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
0
1
2
3
4
5
6
7
8
9
10
Concentration (ug/L)MW-6S
Former Modern Dry Cleaners & Laundry
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
0
1
2
3
4
5
6
7
8
9
10
Concentration (ug/L)MW-WSP-1S
Former Modern Dry Cleaners & Laundry
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
0
25
50
75
100
125
150
175
200
225
250
Concentration (ug/L)MW-3D
Former Modern Dry Cleaners & Laundry
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
0
25
50
75
100
125
150
175
200
225
250
Concentration (ug/L)MW-5D
Former Modern Dry Cleaners & Laundry
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
0
50
100
150
200
250
300
350
400
450
500
Concentration (ug/L)MW-7D
Former Modern Dry Cleaners & Laundry
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
0
1
2
3
4
5
6
7
8
9
10
Concentration (ug/L)MW-WSP-1D
Former Modern Dry Cleaners & Laundry
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
0
250
500
750
1,000
1,250
1,500
1,750
2,000
2,250
2,500
Concentration (ug/L)MW-WSP-2XD
Former Modern Dry Cleaners & Laundry
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
0
1
2
3
4
5
6
7
8
9
10
Concentration (ug/L)MW-WSP-4D
Former Modern Dry Cleaners & Laundry
3750 Oleander Drive
Wilmington, North Carolina
PCE TCE cis-1,2-DCE trans-1,2-DCE VC
Injections Injections
APPENDIX

INJECTION EVENT
FORMS

North Carolina Department of Environmental Quality — Division of Water Resources
INJECTION EVENT RECORD (IER)
Permit NIA anher WI0800528
. Permit Information
Brookfield Properties
Permittee
Former Modem Dry Cleaners and Laundry
Facility Name
3750 Oleander Drive, Wilmington, New Hanover
Facility Address (include County)
Injection Contractor Information
Carolina Drilling
Injection Contractor / Company Naive
Street Address 114 Chimney Lane
Wilmington
City
NC
State
28409
Zip Code
[phone]
Area code — Phone number
3. Well Information
Number of wells used for injection 20
Well IDs 1-18 geoprobe borings, MW-WSP-1XD
and MW-WSP-2D
Were any new wells installed during this injection
event?
x Yes ❑ No
If yes, please provide the following information:
Number of Monitoring Wells
Number of Injection Wells 18
Type of Well Installed (Check applicable type):
❑ Bored ❑ Drilled x Direct -Push
❑ Hand -Augured ❑ Other (specify)
Please include a copy of the GW-1 form for each
well installed.
Were any wells abandoned during this injection
event?
x Yes
❑ No
If yes, please provide the following information:
Number of Monitoring Wells
Number of Injection Wells 18
Please include a copy of the GW-30 for each well
abandoned
Injectant Information
sodium lactate (WillClear+)
Injectant(s) Type (can use separate additional sheets
if necessary
Concentration 50%
If the injectant is diluted please indicate the source
dilution fluid. Upgradient groundwater from MW-
WSP-ID
Total Volume Injected (gal) 3,570_
Volume Injected per well (gal) 18 borings @ 160
gal each, MW-WSP-IXD A 345 gallons and MW-WSP-
2D (a, 345 gal.
5. Injection History
Injection date(s) 8/18/20 to 8/22/20
Injection number (e.g. 3 of 5) 5 of 6 days
Is this the last injection at this site?
❑ Yes x No
I DO HEREBY CERTIFY THAT ALL THE
INFORMATION ON THIS FORM IS CORRECT TO
THE BEST OF MY KNOWLEDGE AND THAT THE
INJECTION W S PERFORMED WITHIN THE
STANDRDUT IN THE PERMIT.
URE OF INJEQ1'ION CONTRACTOR DATE
eorge Bridger
PRINT NAME OF PERSON PERFORMING THE INJECTION
Submit the original of this form to the Division of Water Resources within 30 days of injection.
Attn: UIC Program, 1636 Mail Service Center, Raleigh, NC 27699-1636, Phone No. 919-807-6464
Form UIC-IER
Rev. 3-1-2016

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor information:
George Bridger
Well Contractor Name
213g3
NC Well Contractor Certification Number
Carolina Drilling
Company Name
2. Well Construction Permit If:
List all applicable well construction permits (i.e. U1C, County. State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
UIC#W10800528
❑Agricultural
❑Geothermal (lleating/Cooling Supply)
❑ industria l/Comntercial
❑Irrigation
Non -Water Supply Well:
❑Monitoring
Injection Well:
❑Aquifer Recharge
DAquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothennal(Closed Loop)
❑Geotheniial (I-teating/Cooling Return)
4. Date Well(s) Completed: 8/22/20
5a. Well Location:
Former Modern Dry Cleaners end Laundyl&ooeaeld Revenrea
❑ Municipal/Public
❑Residential Water Supply (single)
OResidential Water Supply (shared)
❑Wells> 100,000 (JPD
❑Recovery
OGroundwater Remediation
❑Salinity Ranier
❑ Stonnwuter Drainage
❑Subsidence Control
❑Tracer
❑Oriher (explain under #21 Remarks)
well ID# N/A
DSCA ID #65-0001
Facility/Owner Name Facility 11)11 (if applicable)
3750 Oleander Drive, Wilmington 28403
Physical Address, City, and Zip
New Hanover
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field. one latilong is sufficient)
171013.833 N 2331802.645 W
6. is(are) the well(s): ❑Permanent or llTemporary
7. Is this a repair to an existing well: ❑Yes or INo
If this is a repair, fill out known well con.strucnon information and explain the nature of the
repair under 021 remarks section or on the back of this Arm.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled: 25
9. Total well depth below land surface: 1 $@301
For multiple wells list all depths if d�JJi rent (eramplc- ?(r .200' and 2(dV00')
10. Static water level below top of casing:
6'
If water level is above casing, use "+"
11. Borehole diameter: 2 (in.)
12. Well construction method: direct push
(i.e. auger, rotary. cable. direct push. etc.)
(ft.)
(ft.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) N/A
13b. Disinfection type: N/A
Method of test: NIA
Amount: N/A
For Internal Use Only:
14. WATER ZONES
FROM
TO
DESCRIPTION
6 ft.
30 ft.
ft.
ft.
15. OUTER
CASING (for
multi -cased wells) OR LINER (if ap
licable)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft
ft.
in.
16. INNER
CASING OR TUBING
(geothermal closed -loop)
FROM
TO
DIAMETER
THICKTYESS
MATERIAL
ft.
ft.
In
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
ft.
ft.
in
ft.
n.
in
18. GROUT
FROM
TO
MATERIAL.
EMPLACEMENT METHOD & AMOUNT
fL
ft.
rt.
ft.
ft.
ft.
19. SAND/GRAVEL
PACK
(It -applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
It.
ft.
ft.
ft.
20. DRILLING LOG (attach additional sheets if necessary)
FROM
TO
DESCRIPTION (color, h,urdness, aoillrock tvpe, Wain size, etc.)
ft.
ft.
ft.
it.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
rt.
ft.
21. REMARKS
18 geoprobe borings were drilled to a depth of 30 feet.
a
22. Certification:
i!5/ii o ZG
e of Certified Well Con Date
y signing tlus form.1 hereby certify that the wells) was (were) constructed in accordance nub,'
15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a copy
of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well construction info
(add 'See Over in Remarks Box). You may also attach additional pages if necessary.
24. SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells: Original form to Division of Water Resources (DWR),
Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells: Copy to DWR, Underground Injection Control (1tJC)
Program, 1636 MSC, Raleigh, NC 27699-1636
24c. For Water Supply and Open -Loop Geothermal Return Wells: Copy to the
county environmental health department of the county where installed
24d. For Water Wells producing over 100,000 GPD: Copy to DWR, CCPCUA
Permit Program, 1611 MSC, Raleigh, NC 27699-1611
hum GVl'-1
North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018

WELL Al3ANDONIMENT RECORD
1. Well Contractor Information:
For Internal Use ONLY:
WELL ABANDONMENT DETAILS
George Bridger
Well Contractor Name (or well owner personally abandoning well on his/her property)
NC Well Contractor Certification Number
Carolina Drilling
Company Name
2. Well Construction Permit #:
UIC#W10800528
List all applicable well construction permits (i.e.
3. Well use (check well use):
WC, County, State, I ariance, etc.) if known
Water Supply Well:
❑ Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Conunercial
0 Irrigation
Non -Water Supply Well:
❑Monitoring
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
0 Recovery
Injection Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal leating/Cooling Retum)
PIGroundwater Remediation
❑ Salinity I3arrier
❑ Stormwriter Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 7g)
4. Date well(s) abandoned: $/1 8/2020 - 8/22/2020
5a. Well location:
Former Modern ery Cleaners and Laundry/Brookfield Properties
DSCA ID #65-0001
Facility Owner Name Facility ID11(if applicable)
3750 Oleander Drive, Wilmington 28403
Pllslcul Address, City, and Lip
New Hanover
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one [along is sufficient)
171013.833 N 2331802.645
W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) rjavailahle. For multiple injection or non -water supply wells
ONLY with the same construction/abandonment, you can submit one form.
6a. Well ID#: 1 - 18 borings
6b. Total well depth: 30 (ft.)
6c. Borehole diameter: 2 (in.)
6d. Water level below ground surface: 6 (ft.)
6e. Outer casing length (if known): N/~ (ft.)
6f. Inner casing/tubing length (if known): NSA (ft.)
6g. Screen length (if known): N/A (ft.)
7a. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
well construction/depth, only 1 GW-30 is needed. Indicate TOTAL NUMBER of
wells abandoned: to
7b. Approximate volume of water remaining in well(s): N/A
(gal.)
FOR WATER SUPPLY WELLS ONLY:
7c, Type of disinfectant used: NA
7d. Amount of disinfectant used: N/~
7e. Sealing materials used (check all that apply):
C Bentonite Chips or Pellets
❑ Dry Clay.
❑ Drill Cuttings
❑ Gravel
❑ Other (explain under 7g)
❑ Neat Cement Grout
❑ Sand Cement Grout
0 Concrete Grout
0 Specialty Grout
❑ Bentonite Slurry
7f. For each material selected above, provide amount of materials used:
7g. Provide a brief description of the abandonment procedure:
Filled geoprobe hole with bentonite chips, compacted and then sealed with asphalt patch.
c ofCertified Well Con ctor or Well Owner Date
signing this form, 1 hereby certify that the well(s) was (were) abandoned in
accordance with 15A hCAC 02C .0100 or 2C .0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
SUBMIrrAL INSTRUCTIONS
10a. For All Webs: Submit this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Infection Wells: In addition to sending the fonn to the address in l0a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Sunoly & Iniection Wells: In addition to sending the fonn to the
address(es) above, also submit one copy of this form within 30 days of completion
of well abandonment to the county health department of the county where
abandoned.
Fonn GW-30
North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016