06001_Alamac American_GWMR_20190128

2018 ANNUAL GROUNDWATER MONITORING REPORT
ALAMAC AMERICAN KNITS LLC
1885 ALAMAC ROAD
LUMBERTON, ROBESON COUNTY,
NORTH CAROLINA 28359
BROWNFIELDS NO. 06001-02-78
GROUNDWATER INCIDENT No. 18926
Latitude 34°35'19.84" N
Longitude 79°00'22.35" W
Prepared for:
Alamac American Knits LLC
1885 Alamac Road (P.O. Box 1347)
Lumberton, North Carolina 28359
Prepared by:
Draper Eden
1101 Nowell Road
Raleigh, NC 27607
Phone: [phone]; Fax [phone]
www.daa.com
Draper Aden Project No. 18110178-010701
January 28, 2019
Sean Jarvah
Environmental Specialist
�t 44 Iili�P!FR,
t* A R Ord}�r
C)
F2 90, ,
Daphne M. Jones, P.G.
Senior Geologist/Project Manager
P' Draper Aden Associates
jq::� Engineering • Surveying • Environmental Services
Lasting Positive Impact'

Draper Aden Associates
Engineering • Surveying • Environmental Senjices
Lasting Positive Impact`

3RD PARTY REVIEW
This Report has been subjected to technical and quality reviews by:
Sean Jarvah 1/28/2019
Name: Printed Signature Date
Project Manager
Daphne Jones
Name: Printed
Sr. Reviewer
Jim Hurley
Name: Printed
Quality Reviewer
7, .
Signature
Signature
1/21/2019
Date
1/10/2019
Date

TABLE OF CONTENTS
1.0 INTRODUCTION.......................................................................................................................... 1
2.0 BACKGROUND........................................................................................................................... 2
3.0 ENVIRONMENTAL MONITORING.............................................................................................. 3
3.1 Groundwater Sampling Methods.......................................................................................... 3
3.2 Groundwater Results.............................................................................................................. 3
3.2.1 Biogeochemical Parameters....................................................................................... 3
3.2.2 Volatile Organic Compounds in Recovery Wells......................................................... 3
3.2.3 Discussion of Groundwater Results............................................................................ 5
3.3 Residential Water Supply Well.............................................................................................. 6
4.0 GROUNDWATER RECOVERY SYSTEM OPERATION & MAINTENANCE ................................ 7
4.1 Hydraulic Performance........................................................................................................... 7
4.2 Volatile Organic Compound Removal and Disposal............................................................ 8
5.0 CONCLUSIONS.........................................................................................................................10
6.0 REFERENCES...........................................................................................................................11
TARI FC
Table 3-1 Historical Summary of Selected Bio-Geochemical Parameters in Groundwater
Table 3-2 Historical Summary of Volatile Organic Compounds in Groundwater from Recovery Wells
Table 4-1 Operational Data Summary for Groundwater Recovery Wells
Table 4-2 Calculation of Mass of Volatile Organic Compounds Removed from Groundwater by the
Recovery Well Network
Table 4-3 Historical Summary of Volatile Organic Compounds in On -Site Wastewater Treatment
Plant Effluent
1PIM 1RFr
Figure 1
Site Location
Figure 2
Facility Layout and Groundwater Sampling Locations
Figure 3
Performance Monitoring in RW-1
Figure 4
Performance Monitoring in RW-2
Figure 5
Performance Monitoring in RW-3

APPENDICES
Appendix A Field Notes
Appendix B Laboratory Analytical Reports
Appendix C Monthly Recovery Well Flow Reports

2018 Annual Groundwater Monitoring Report
Alamac American Knits LLC, Lumberton, NC
1.0 INTRODUCTION
Draper Aden Project No. 18110178-010701
January 28, 2019
Draper Aden Associates (DAA), formerly Solutions-IES a division of DAA, prepared this 2078 Annual
Groundwater Monitoring Report has for the North Carolina Department of Environmental Quality
(NCDEQ), Division of Waste Management (DWM), Brownfields Program (NCBP), on behalf of Alamac
American Knits LLC (Alamac), Lumberton, North Carolina. Except in the references, we are using DAA
throughout this report instead of differentiating between the three entities that worked at this site. This
is the 13t" annual report prepared in accordance with the Brownfields Agreement (BFA) entered into by
the NCDEQ and Alamac on February 24, 2006 (BF# 06001-02-78).
1

2018 Annual Groundwater Monitoring Report Draper Aden Project No. 18110178-010701
Alamac American Knits LLC, Lumberton, NC January 28, 2019
2.0 BACKGROUND
The Alamac facility is located in Lumberton, Robeson County, North Carolina (Figure 1). Figure 2
provides the current facility layout with groundwater sampling locations. Until the December 2006
Groundwater Monitoring Report, DAA prepared previous reports in accordance with the Water Quality
Monitoring Plan (WQMP) originally submitted to the NCDEQ, Division of Water Quality, Aquifer Protection
Section, Fayetteville Regional Office, approved on August 16, 1999 and modified January 29, 2001. Based
on the requirements of the WQMP, Alamac conducted quarterly sampling and semi-annual reporting
through the first quarter of 2004. On June 7, 2004, DEQ reduced quarterly to annual sampling and
reporting. Sampling and reporting proceeded under these guidelines until the approval of the BFA in
February 2006.
On September 18, 2008, Ms. Lisa Taber of the NCBP agreed to reduce the number of wells being sampled
by eliminating the requirement to collect samples from source area wells MW-1, MW-11 and MW-15,
downgradient well MW-23, and offsite well MW-19 (Figure 2). The remaining monitoring program
consists of sampling and analysis of the three recovery wells (RW-1, RW-2 and RW-3) and one offsite
residential water supply well at 2237 Alamac Road, located approximately 750 feet south of the Alamac
manufacturing building.
Hurricane Matthew caused extensive power outages at the Alamac facility in 2016. As a result, all
manufacturing and a majority of shipping operations ceased. Although manufacturing operations
ceased in July 2017, the Alamac facility currently operates on a skeleton crew pending the distribution
of the manufacturing goods currently in stock. Alamac has continued to maintain operation of their
groundwater extraction and wastewater treatment systems since their ceasing of operation in October
2017 and has maintained both systems throughout this reporting period. The plant was subsequently
affected by two hurricanes in 2018 (Hurricane Michael and Hurricane Florence) Hurricane Florence
caused a power outage that lasted from September 14th through September 30th. This 2018 Annual
Groundwater Monitoring Report includes the monitoring activities conducted during the annual
groundwater sampling event completed on December 04, 2018.
2

2018 Annual Groundwater Monitoring Report
Alamac American Knits LLC, Lumberton, NC
3.0 ENVIRONMENTAL MONITORING
3.1 Groundwater Sampling Methods
Draper Aden Project No. 18110178-010701
January 28, 2019
The groundwater sampling protocol for the December 2018 event included sampling the three recovery
wells (RW-1, RW-2 and RW-3) for volatile organic compounds (VOCs) and bio-geochemical parameters'
and the water supply well located at 2237 Alamac Road for VOCs. DAA collected samples directly from
sampling ports located on the former treatment system pad for recovery wells RW-1, RW-2 and RW-3.
DAA collected the sample from 2237 Alamac Road directly from the water stream after letting the faucet
run for approximately 15 minutes. DAA personnel measured the temperature, pH, specific conductivity,
oxidation-reduction potential (ORP) and dissolved oxygen (DO) in the field (see Field Notes in Appendix
A). DAA collected the samples in laboratory -supplied glassware, packaged and shipped under chain -of -
custody control to Prism Laboratories, Inc. in Charlotte, NC, NCDEQ Certification #402 to analyze for VOCs
by EPA Method 8260B.
3.2 Groundwater Results
3.2.1 Biogeochemical Parameters
Field parameters recorded during the December 2018 sampling event are consistent with historical
values summarized in the historical groundwater bio-geochemical parameter data for recovery wells RW-
1, RW-2, and RW-3 (Table 3-1). The current data indicates a continuing reducing environment, which
assists with the remediation process, aided by the groundwater extraction system.
3.2.2 Volatile Organic Compounds in Recovery Wells
Table 3-2 provides a summary of the historical VOC data, including the December 2018 samples The
laboratory analytical report is included as Appendix B. Graphs depicting the historical concentrations of
tetrachloroethene (PCE), trichloroethene (TCE), cis-1,2-dichloroethene (cis-1,2-DCE), vinyl chloride (VC)
and total VOCs in the recovery wells are provided in Figures 3, 4 and S. Increases and decreases of PCE,
TCE, cis-1,2-DCE and VC in the recovery wells can result from a combination of different factors
' Bio-geochemical parameter analysis includes field measurements of temperature, pH, conductivity, oxidation-
reduction potential (ORP) and dissolved oxygen (DO).
3

2018 Annual Groundwater Monitoring Report Draper Aden Project No. 18110178-010701
Alamac American Knits LLC, Lumberton, NC January 28, 2019
simultaneously influencing concentrations. Anaerobic reductive dechlorination of PCE sequentially
results in the formation of TCE, then cis-1,2-DCE from degradation of TCE, and then VC from the
breakdown of cis-1,2-DCE. These transformations appear as increases followed by decreases in
concentrations over time, eventually leading to cleanup as long as groundwater conditions remain
conducive to biological activity. However, recovery wells physically remove contaminant mass
independent of biodegradation. The drawdown around each well continues to capture new contaminants
into the well the remediation system will then process. The increase seen is the result of the physical
capture of the contaminant, not biotransformation.
The PCE and TCE concentrations in RW-1 have continued to slowly increase over time and continues to
be several orders of magnitude above the NC 2L Standards since system startup in 1999 (Table 3-2). In
2015, DAA reported PCE and TCE concentrations below their respective laboratory analytical method
detection limits. Based on the recent data, it seems that the abrupt decrease in chlorinated VOC (cVOC)
concentrations in RW-1 in 2015 was an anomaly, likely a result of faulty pump operation and being off-
line between April and December 2015. In November 2017, the PCE, TCE, cis-1,2-DCE and vinyl chloride
concentrations in RW-1 increased to the highest level since system startup. December 2018 PCE and TCE
concentrations are lower and closer to historical averages. All exceedances in RW-1 are significantly
higher than their respective NC 2L standard. Additionally, naphthalene was reported at 20 pg/L, which
exceeds the regulatory standard of 6 pg/L. The reported concentration of naphthalene is similar to the
previous three sampling events.
All reported VOC's in RW-2 have decreased in concentration since the beginning of pumping, with
fluctuations along the way. Since pumping began in 1999, the reported concentrations of PCE and TCE
decreased by over 95%. Both PCE and TCE are at their second lowest concentrations since November
2006, which is similar to the 2016 results. Additionally, VC concentrations dropped to their lowest
concentrations since sampling began. Future events will clarify if there is a significant trend in VC
degradation. Cis-1,2-DCE concentrations were also lower in 2018 and appear to be part of a reducing
trend. DCE has decreased by close to 78% and VC by 90% in RW-2 in the 18 years since pumping began.
4

2018 Annual Groundwater Monitoring Report Draper Aden Project No. 18110178-010701
Alamac American Knits LLC, Lumberton, NC January 28, 2019
Since 2001, RW-3 (located approximately 100 ft downgradient of the primary PCE release area), has
reported between 5.6 and 15 pg/L TCE, with a current concentration of 11 pg/L. RW-3 has shown a slow
but steady decline in cis-1,2-DCE concentrations from 1999 to 2009. Although there has been a 87%
decrease in cis-1,2-DCE since 2000, concentrations seemed relatively stable from 2008 to 2016. The 2018
result for cis-1,2-DCE (1,500 pg/L) was the highest reported since November 2008. Vinyl chloride
concentrations have also increased in 2018, with a current concentration of 180 pg/L. This increase is
likely as a result of anaerobic reductive dechlorination of the chlorinated contaminants, breaking down
to VC. VC concentrations have ranged from 94 pg/L to 250 pg/L since 2005 and significantly exceed the
NC 2L standard of 0.03 pg/L.
3.2.3 Discussion of Groundwater Results
The continuing presence of elevated concentrations of cis-1,2-DCE and VC in all three recovery wells
suggests that at least a portion of the observed PCE and TCE reductions are a result of biodegradation
via anaerobic reductive dechlorination. Although the biogeochemical conditions in the immediate vicinity
of the pumping wells are not optimal for enhanced reductive dechlorination (i.e., elevated DO, mildly
reducing ORP, and acidic pH), the data suggest that aquifer conditions away from active pumping may
support modest bioactivity.
• In RW-1, the reported concentration of cis-1,2-DCE has increased gradually since pumping began
in 1999. DAA believes the large decrease in 2015 was probably related to the pump malfunctions,
which occurred during much of that year.
• Since pumping of recovery well RW-2 began in 1999, cis-1,2-DCE concentrations have decreased
close to 78%. Concentrations have remained relatively stable since 2014, ranging from 6,300 pg/L
to 8,200 pg/L with the current cis-1,2-DCE levels in RW-2 were reported at 6,600 pg/L, which is
the second lowest concentration of DCE since sampling began.
• RW-3 showed steady decline in cis-1,2-DCE concentrations from 2000 through 2008, but has
remained relatively stable since 2008. The current concentration of cis-1,2-DCE (1,500 pg/L) in
RW-3 remains above the INC 2L Standard of 70 pg/L. This is also true for RW-1 and RW-2.
VC also remains elevated in each of the recovery wells. The reported concentration of VC in recovery well
RW-1 has remained stable from the beginning of pumping through 2014, but decreased sharply in 2015
compared to historical range of concentrations. As with cis-1,2-DCE, it is likely that the large decrease is
an artifact of the pump malfunction. DAA reported the continued reduction in VC in recovery well RW-
2, suggesting that complete reductive dechlorination may be occurring. The reported VC concentration
5

2018 Annual Groundwater Monitoring Report Draper Aden Project No. 18110178-010701
Alamac American Knits LLC, Lumberton, NC January 28, 2019
in RW-2 is at its lowest concertation since 1999 (250 pg/L) and appears to be part of a VC reducing trend.
VC concentrations in RW-3 have decreased 83% between 2000 and 2018. The average concentration
over the past 10 years is approximately 175 pg/L. Current concentrations of VC in all three wells remain
several orders of magnitude above the NC 2L Standard of 0.03 pg/L.
The sub -optimal removal of these biodegradation daughter products may be a result of several factors
including: 1) groundwater pH is below the optimal range for enhanced reductive dechlorination; 2)
elevated DO which limits anaerobic metabolism; 3) absence of the appropriate microflora in the aquifer
to carry out these reactions; or 4) insufficient bioavailable organic carbon to sustain bioactivity.
3.3 Residential Water Supply Well
On December 4, 2018, DAA sampled the water supply well located at 2237 Alamac Road. The field staff
opened the spigot closest to the well house allowing the water to flow for approximately 15 minutes.
According to the property owner, municipal water connects to the residence, while water from the supply
well used for irrigation. DAA measured and recorded the bio-geochemical parameters in the field book,
then collected the water sample directly into laboratory -supplied containers, and placed them in on ice
in coolers. DAA then shipped the coolers using standard chain -of -custody protocol to Prism for analysis.
Prism analyzed the samples for VOCs by EPA Method 8260B.
The laboratory analytical results of the groundwater sample collected from the water supply well located
at 2237 Alamac Road indicated that both acetone (37 pg/L) and 2-butanone (33 pg/L) were present, but
did not exceed their respective NC 2L standards. Both compounds are common laboratory contaminants
(U.S. Environmental Protection Agency, 1999). Table 3.2 provides a summary of the current and historical
water supply well analytical results, and a copy of the laboratory analytical report and chain -of -custody
record is located in Appendix B.
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2018 Annual Groundwater Monitoring Report
Alamac American Knits LLC, Lumberton, NC
Draper Aden Project No. 18110178-010701
January 28, 2019
4.0 GROUNDWATER RECOVERY SYSTEM OPERATION & MAINTENANCE
4.1 Hydraulic Performance
The groundwater recovery system operated with minimal interruption during 2018. Alamac removed
RW-1 for repairs in March and returned it to service on 7/13/2018. Hurricane Florence caused a power
outage that lasted from September 14t" through September 30t". Alamac plant personnel periodically
inspected the three recovery wells that comprise the groundwater extraction system and recorded system
performance measurements including the pumping rate and the cumulative volume of groundwater
recovered from each well. Monthly reporting sheets are included in Appendix C. Table 4-1 provides a
summary of the historical and current operational data through December 2018. Alamac personnel
periodically have had to reset or replace the integrator on RW-1. Since 2012, DAA used the readings
from the RW-1 flowmeter to calculate the volume removed in each period, which they add to the
cumulative volume totals. Due to a meter replacement for RW-2, DAA added the previous flow meter
reading of 11,484,819 gallons to each monthly totalizer reading for the 2018 reporting period to calculate
the cumulative volume for all recovery wells.
Extraction flow rates during 2018 were recorded in two ways: (1) from instantaneous flow rate readings
from meters assigned to each recovery well, and (2) by dividing the totalizer flow meter reading for each
well by the number of days (converted to minutes) of operation (i.e., average annual flow rate). As shown
in Table 4-1, during the 2018, the average instantaneous flow rate for RW-1 was 1.77 gallons per minute
(gpm); the average instantaneous flow rate in extraction well RW-2 was calculated to be 3.36 gpm; and
the average instantaneous flow rate from extraction well RW-3 was 6.15 gpm. From startup in 1999
through December 1, 2018, approximately 107.85 million gallons of groundwater have been extracted,
treated in the on -site wastewater treatment plant (WWTP), and discharged through a permitted NPDES
point. This total volume includes approximately 5.04 million gallons extracted in 2018, which is a .31
million gallon increase from the total volume extracted in 2017. The total recovery amount is typically
even higher. Reduced recovery was a result of RW-1 being off-line from March 9t" to July 13tn
Additionally, all recovery wells were off-line for 16 days due to Hurricane Florence in September. The
average instantaneous flow rate for all three recovery wells during 2018 was 11.28 gpm. The
7

2018 Annual Groundwater Monitoring Report Draper Aden Project No. 18110178-010701
Alamac American Knits LLC, Lumberton, NC January 28, 2019
instantaneous and average annual recovery rates at the recovery wells in 2018 are similar to those
recorded in preceding years, indicating consistent operation throughout the reporting period.
4.2 Volatile Organic Compound Removal and Disposal
To estimate the mass of VOCs removed from groundwater via the recovery system, the volume of water
extracted from each well during the reporting period was multiplied by the concentration of total VOCs
in the groundwater recovered from the well on the sampling date. During the 2018 reporting period
from November 27, 2017 through December 4, 2018 (based on sampling dates), a total of approximately
179 pounds (Ibs) of VOCs were removed from the groundwater (Table 4-2). This is a 49% increase from
the previous year. Individually, since pumping began, RW-1 has collected and discharged 1,183 Ibs; RW-
2 has collected and discharged 1,676 Ibs and, RW-3 has extracted and discharged 1,598 Ibs of VOCs.
Altogether since pumping began on November 8, 1999, a conservative estimate of approximately
4,457lbs of VOCs have been removed from the treatment area via the recovery well network.
Figures 3b, 4b and 5b plot the mass of cVOCs removed each year from RW-1, RW-2 and RW-3,
respectively, and the cumulative total mass removed by each well since startup. The data in Tables 3-2
and 4-1 indicate that the decreased cVOCs and lower extraction rates in RW-1 in 2018 (from 2.25 gpm
in 2017 to 1.77 gpm in 2018) resulted in decreased removal of cVOCs. As mentioned, this is due to do
RW-1 being out of service for approximately four months. RW-2 has continued to extract groundwater
at pumping rate of 0.92 to 3.65 gpm since pumping began, with an average of 3.36 gpm during 2018. In
RW-2 the effectiveness of the mass removal of cVOCs has remained steady. RW-3 has continued to
extract groundwater at a pumping rate from approximately 2.6 to 9.97 gpm since pumping began and
had an average of 6.15 gpm during this reporting period. The higher pumping rate in RW-3 has resulted
in effective extraction of contaminant mass from this well even though the total cVOC concentration in
the groundwater pumped from it is historically much lower than in RW-1 and RW-2. .
The rgroundwater pumped from the three recovery wells discharges directly to the on -site wastewater
treatment plant (WWTP). Alamac operates the WWTP under a National Pollutant Discharge Elimination
System (NPDES) permit and monitors the effluent quality at the outfall in accordance with the permit.
Alamac has collected and analyzed effluent samples that discharge to the outfall since 1999, even though
0

2018 Annual Groundwater Monitoring Report
Alamac American Knits LLC, Lumberton, NC
Draper Aden Project No. 18110178-010701
January 28, 2019
it was not required by the WQMP or under the current BFA.. Alamac provided DAA with the wastewater
analyses provided by Microbac Laboratory in Fayetteville, NC on samples collected on March 20, June 19,
October 23 and December 4, 2018. No PCE, TCE, cis-1,2-DCE or VC was detected in the WWTP effluent
during the four quarterly sampling events (Table 4-3). See Appendix B for copies of Microbac's
analytical reports for the WWTP effluent reporting period.
E

2018 Annual Groundwater Monitoring Report Draper Aden Project No. 18110178-010701
Alamac American Knits LLC, Lumberton, NC January 28, 2019
5.0 CONCLUSIONS
The groundwater recovery and discharge system is the only active remediation approach in the source
area. Natural attenuation is also likely occurring to some degree. The pumping regimen continues to
effectively capture and remove contamination from the aquifer. Total VOC removal was closer to
historical averages due to pump repairs and power outages during Hurricane Florence. RW-1 removed
a total of 72 Ibs of VOCs during this reporting period (66% increase). In RW-2, a decrease in total VOCs
continues slowly, likely a result of the combination of some in situ bioactivity and physical extraction by
pumping, but concentrations of the target VOCs remain far above the NC 2L standards. Pumping RW-
2in 2018 removed approximately 76 Ibs (35 kg) of VOCs (72% decrease). This decrease is due to pump
issues and an above -average recovery amount during the previous reporting period. Concentrations of
chlorinated solvents remained stable in RW-3 since 2009. PCE and TCE concentrations in this well are
already close to the target NC 2L standards, but cis-1,2-DCE and VC remain elevated. This well extracted
approximately 45 Ibs of VOCs from groundwater in 2018 (55% increase). The increase in performance of
RW-3 was due to a higher pumping rate throughout the year compared to last year. Based on the volume
of groundwater extracted and the concentrations measured in the recovered water over time, it has been
estimated that the recovery system has removed approximately 4,457 Ibs of VOCs since it began
operation November 1999. Combined with the removal of an estimated 732 Ibs of VOCs via other
remediation activities that were implemented previously (Ref. 2), the total amount of VOCs removed from
the site is calculated to be approximately 5,189 lbs.
10

2018 Annual Groundwater Monitoring Report
Alamac American Knits LLC, Lumberton, NC
6.0 REFERENCES
1. Proposed Remedial Action Report, S&ME, Inc., April 1999.
Draper Aden Project No. 18110178-010701
January 28, 2019
2. Report of Excavation and Disposal of PCE-Contaminated Soil, Soil Solutions, Inc., April 1999.
3. Water Quality Monitoring Plan, S&ME, Inc., July 1999.
4. Injection Well Permit Application, S&ME, Inc., September 29, 1999.
5. Groundwater Monitoring Report, S&ME, Inc., March 28, 2000; September 5, 2000; February 2, 2001.
6. Evaluation Report for Injection of Liquid Soybean Oil, S&ME, Inc., March 21, 2001.
7. Groundwater Monitoring Report, Solutions-IES, June 2001; January 2002; June 2002; January 2003;
June 2003; January 2004; January 2005; January 2006.
8. Brownfields Agreement between NCDEQ and Alamac American Knits, LLC, February 24, 2006.
9. Groundwater Monitoring Report, Solutions-IES, January 2007; January 2008; January 2009; January
2010; January 2011; January 2012; January 2013; January 2014; January 2015; January 2016.
10. Groundwater Monitoring Report, SIES/DAA January 2017, January 2018.
11. U.S. Environmental Protection Agency, 1999a, Data validation standard operating procedures for
contact laboratory program routine analytical services (rev. 2.1): Athens, Ga., U.S. Environmental
Protection Agency, Region IV, 32 p.
11

TABLES

TABLE 3-1
HISTORICAL SUMMARY OF SELECTED BIO-GEOCHEMICAL PARAMETERS IN GROUNDWATER
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
Well ID
Sampling
Date
Days after
Startup
pH (SU)
DO
(mg/L)
ORP (mv)
Specific
Conductance
(PS/cm)
Recovery Wells
RW-1
11/03/99
-5
5.8
0.40
5
NA
11/08/99
0
Startup
10/24/00
351
NA
0.23
NA
NA
11/14/01
737
6.7
1.21
<-100
203
11/13/02
1101
5.7
1.30
-56
230
11/03/03
1456
5.9
1.19
25
134
11 /01 /04
1820
5.5
1.14
18
108
10/25/05
2178
5.0
1.10
-5
212
11/28/06
2577
5.4
1.51
-178
91
10/25/07
2908
5.5
3.32
53
117
11/06/08
3286
4.9
4.96
38
129
10/30/09
3644
5.8
5.18
13
96
11/02/10
4012
5.0
5.11
-36
171
11/01/11
4376
5.2
3.67
196
151
11/02/12
4743
4.9
3.72
96
70
11/06/13
5112
5.3
2.01
38
116
12/09/14
5510
5.0
3.96
100
76
11/11/15
5847
5.9
0.51
-68
77
11/03/16
6205
5.8
0.68
-25
75
11/27/17
6594
5.6
0.81
-46
163
12/04/18
6966
5.1
0.90
-36
155
RW-2
11/03/99
-5
5.2
0.26
0
NA
11/08/99
0
Startup
10/24/00
351
NA
0.78
NA
NA
11/14/01
737
6.4
1.40
-60
343
11/13/02
1101
5.6
1.26
-42
330
11/03/03
1456
5.8
1.23
20
346
11/01/04
1820
5.3
1.23
0.2
355
10/25/05
2178
5.4
1.48
-74
265
11/28/06
2577
5.8
1.78
-199
207
10/25/07
2908
5.3
5.73
39
237
11/06/08
3286
5.1
2.15
38
194
10/30/09
3644
6.0
6.32
-16
222
11/02/10
4012
5.5
6.20
-67
254
11/01/11
4376
5.3
4.98
183
165
11/02/12
4743
5.2
3.68
50
160
11/06/13
5112
5.7
2.39
27
197
12/09/14
5510
5.4
2.86
43
206
11/10/15
5846
5.6
2.44
-50
209
11/03/16
6205
5.6
1.61
-33
198
11/27/17
6594
5.9
1.17
-79
219
12/04/18
6966
5.6
0.89
-27
166
Page 1 of 11

TABLE 3-1
HISTORICAL SUMMARY OF SELECTED BIO-GEOCHEMICAL PARAMETERS IN GROUNDWATER
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
Well ID
Sampling
Date
Days after
Startup
pH (SU)
DO
(mg/L)
ORP (mv)
Specific
Conductance
(PS/cm)
Recovery Well
RW-3
11/03/99
-5
5.2
5.22
40
NA
11/08/99
0
Startup
10/24/00
351
NA
1.98
NA
NA
11/14/01
737
6.6
1.71
-82
125
11/13/02
1 1101
5.5
1.27
-43
120
11/03/03
1456
5.6
1.26
52
96
11/01/04
1820
5.5
1.10
-1
118
10/25/05
2178
5.3
2.41
42
120
11/28/06
2577
5.6
2.62
-197
91
10/25/07
2908
5.4
3.24
34
105
11/06/08
3286
5.5
4.73
68
118
10/30/09
3644
6.0
5.08
38
110
11/02/10
4012
5.6
5.20
-40
119
11/01/11
4376
5.4
5.01
184
107
11/02/12
4743
5.2
3.81
106
75
11/06/13
5112
5.6
2.71
43
112
12/09/14
5510
5.8
2.68
61
121
11/10/15
5846
5.7
2.00
-87
112
11/03/16
6205
6.0
1.41
-68
115
11/27/17
6594
6.0
1.34
-66
103
12/04/18
6966
5.7
0.70
-52
100
Residential Water Supply Well
2237 Alamac Rd
11/28/06
°
Q
a
z
6.0
0.16
-137
82
10/25/07
5.7
0.52
109
107
11/6/08
5.5
3.93
157
105
10/30/09
5.6
1.85
118
119
11/2/10
5.2
4.04
28
98
11/1/11
4.6
5.29
252
169
11/2/12
4.2
3.40
240
156
11/6/13
5.3
4.24
103
85
12/9/14
5.5
4.10
169
142
11/10/15
5.4
4.10
59
96
11/3/16
5.5
6.51
173
181
11/27/17
5.6
1.20
78
112
12/4/18
5.4
2.40
108
95
Notes:
NA = Not analyzed
Days after startup = number of days groundwater recovery system has been in operation since system
was started on November 8, 1999.
SU - Standard Units
mg/L = Milligrams per liter
my = Millivolts
pS/cm = MicroSiemens per centimeter
Page 2 of 11

TABLE 3-2
HISTORICAL SUMMARY OF VOLATILE ORGANIC COMPOUNDS IN GROUNDWATER FROM RECOVERY WELLS
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
Well ID
Sample
Date
Days
after
Startup
Tetrachloroethene
(pg/L)
Trichloroethene
(pg/L)
1, 1,1-
Trichloroethane
(pg/L)
1,1,2-
Trichloroethane
(pg/L)
1,1-
Dichloroethane
(pg/L)
1,1-
Dichloroethene
(pg/L)
cis-1,2-
Dichloroethene
(pg/L)
trans-1,2-
Dichloroethene
(pg/L)
Vinyl
Chloride
(pg/L)
Toluene
(pg/L)
Naphthalene
(pg/L)
Other VOCs
(pg/L)
TOTAL VOCs
(ug/L)
15A NCAC 2L Standards
0.70
3.0
200
Not listed
6*
350***
70
100
0.03**
600
6
Compound Specific
11/03/99
-5
15
170
<5
<5
32
7.4
2,000
32
200
<5
15
Benzene (8.0)
2,479
10/24/00
351
360
1,300
<5
<5
17
<5
4,800
66
200
26
160
Benzene (12)
6,945
11/14/01
737
1 200
840
8.3
1 <5
14
6.7
3,200
12
70
<5
83
BDL
4,434
11/13/02
1101
210
820
16
<5
7.3
6.4
3,800
15
130
<5
47
1,2-Dichloropropane(61)
5,113
11/3/03
1456
180
750
<5
<5
<5
7.8
4,000
11
130
<5
26
BDL
5,105
11/01/04
1820
270
800
<5
<5
<5
8.3
4,200
37
1 170
<5
<5
BDL
5,485
10/25/05
2178
380
790
<5
<5
<5
11
3,700
21
160
<5
31
BDL
5,093
11/28/06
2577
560
1,100
<10
<10
<10
<10
4,600
8.7J
180
<10
<10
BDL
6,449
10/25/07
2908
470
1,400
<10
<10
5.1 J
5.2 J
3,100
191
200
<10
<10
BDL
5,199
RW-1
11/06/08
3286
600
860
<10
<10
7.2 J
10
5,200
32
180
<10
<10
BDL
6,889
10/30/09
3644
460
960
<10
<10
6.7 J
8.6 J
5,500
34
200
<10
9.6 J
BDL
7,179
11/02/10
4012
470
1,100
<100
<100
<100
<100
5,600
<100
120J
<100
<100
BDL
7,290
11/01/11
4376
180
480
<100
<100
<100
<100
5,100
<200
170J
<100
<100
BDL
5,930
11/02/12
4743
970
1,500
<100
<100
<100
<100
5,900
<200
170J
<100
<100
BDL
8,540
11/06/13
5112
1,500
2,400
<100
<100
<100
<100
6,900
51J
220
<100
<100
BDL
11,071
12/09/14
5510
1,000
2,100
<50
<50
<50
<50
5,500
<50
180
<50
<100
BDL
8,780
11/11/15
5847
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
80
<5.0
20
<5.0
<10.0
BDL
100
11/03/16
6205
2,400
2,300
<5.0
<5.0
<5.0
12
5,800
52
180
<5.0
23
BDL
10,767
11/27/17
6594
2,600
4,100
<5.0
<5.0
<5.0
13
7,200
74
240
5.4
29
BDL
14,261
12/04/18
6966
1 970
2,600
<0.61
<0.66
<0.83
19
5,700
50
140
4.1 J
20
BDL
9503
11/03/99
8,200
7,700
<5
<5
22
120
31,000
430
2,700
96
660
Benzene (61), Ethylbenzene (22),
Xylenes(57),
1 2-Dichlorobenzene 7.3
51,020
10/24/00
351
1,200
3,900
<5
<5
16
33
30,000
410
2,700
45
140
1,2-Dichlorobenzene(5.9),
Benzene(8.5)
38,480
11/14/01
737
1,200
1,800
<50
<50
<50
<50
17,000
83
740
<50
90
BRL
20,913
11/13/02
1101
290
830
<50
<50
<50
<50
34,000
160
2,200
<50
83
1,2-Dichloropropane(98);
11-Dichloro ro ene 130
37,791
11/3/03
1456
320
2,500
<50
<50
<50
<50
25,000
73
1,300
<50
<50
BDL
29,193
11/01/04
1820
630
4,800
<50
<50
<50
55
22,000
160
1,100
<50
<50
Benzene(8.0)
28,698
10/25/05
2178
93
300
<50
<50
<50
<50
21,000
130
2,200
<50
<50
BDL
23,723
11/28/06
2577
<100
170J
<100
<100
<100
<100
19,000
<200
1,700
<100
<100
BDL
20,870
RW-2
10/25/07
2908
140
470
<100
<100
<100
<100
18,000
1101
2,000
<100
<100
BDL
20,720
11/06/08
3286
280
1,500
<100
<100
<100
<100
16,000
1 1101
920
<100
<100
BDL
18,810
10/30/09
3644
190
830
<100
<100
<100
<100
14,000
881
1,200
<100
<100
BDL
16,308
11/02/10
4012
150
660
<100
<100
<100
<100
13,000
84J
830
<100
<100
BDL
14,724
11/01/11
4376
150
570
<100
<100
<100
<100
12,000
74J
960
<100
<100
BDL
13,754
11/02/12
4743
180
570
<100
<100
<100
<100
11,000
73J
930
<100
<100
BDL
12,680
11/06/13
5112
230
410
<100
<100
<100
<100
9,200
60J
730
<100
<100
BDL
10,630
12/09/14
5510
210
350
<50
<50
<50
<50
8,200
76
1,300
<50
<100
BDL
10,136
11/10/15
5846
350
820
<5.0
<5.0
1 <5.0
12
7,900
43
330
<5.0
5.81
BDL
9,449
11/03/16
6205
160
260
<5.0
<5.0
<5.0
12
6,300
38
310
<5.0
13
BDL
7,093
11/27/17
6594
120
220
<5.0
<5.0
<5.0
16
8,100
50
550
<5.0
17
BDL
9,073
12/04/18
6966
140
250
<0.61
<0.66
<0.83
22
6,600
33
250
<0.44
9.1 J
BDL
7,304
Page 3 of 11

TABLE 3-2
HISTORICAL SUMMARY OF VOLATILE ORGANIC COMPOUNDS IN GROUNDWATER FROM RECOVERY WELLS
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
Well ID
Sample
Date
Days
after
Startup
Tetrachloroethene
(pg/L)
Trichloroethene
(pg/L)
1, 1,1-
Trichloroethane
(pg/L)
1,1,2-
Trichloroethane
(pg/L)
1,1-
Dichloroethane
(pg/L)
1,1-
Dichloroethene
(pg/L)
cis-1,2-
Dichloroethene
(pg/L)
trans-1,2-
Dichloroethene
(pg/L)
Vinyl
Chloride
(pg/L)
Toluene
(pg/L)
Naphthalene
(pg/L)
Other VOCs
(pg/L)
TOTAL VOCs
(ug/L)
15A NCAC 2L Standards
0.70
3.0
200
Not listed
6*
350***
70
100
0.03**
600
6
Compound Specific
11/03/99
-5
110
68
<5
<5
8.5
15
330
<5
<10
<5
-25
BDL
517
10/24/00
351
<5
19
<5
<5
6.1
6.7
6,500
67
1100
8.5
26
BDL
7,733
11/14/01
737
1 <5
6.8
6.7
1 <5
<5
<5
2,000
1 8.8
320
<5
1 14
BDL
2,356
11/13/02
1101
<50
-50
<50
<50
<50
<50
2,800
<50
610
<50
<50
BDL
3,410
11/03/03
1456
<5
8.8
<5
<5
<5
<5
3,100
8.7
350
<5
6.8
BDL
3,474
11/01/04
1820
<5
15.0
<5
<5
<5
<5
2,700
16
1 330
<5
<5
BDL
3,061
10/25/05
2178
<5
6.2
<5
<5
<5
<5
1,700
7.6
250
<5
<5
BDL
1,964
11/28/06
2577
<10
<20
<10
<20
<10
<10
1,800
<20
290
<10
<10
BDL
2,090
10/25/07
2908
<10
5.6 1
<10
<10
<10
<10
960
5.3 J
140
<10
<10
BDL
1,111
11/06/08
3286
<10
15J
<10
I <10
<10
<10
1,600
12J
240
<10
<10
BDL
1,867
10/30/09
3644
<10
8.0 1
<10
<10
<10
<10
1,100
5.3 J
140
<10
<10
BDL
1,253
11/02/10
4012
<10
12J
<10
<10
<10
<10
1,300
8.91
150
<10
<10
BDL
1,471
11/01/11
4376
<10
5.91
<10
<10
<10
<10
1,200
7.6J
280
<10
<10
BDL
1,494
RW-3
11/02/12
4743
<10
6.0 J
<10
<10
<10
<10
1,100
6.3 J
230
<10
<10
BDL
1,342
11/06/13
5112
<20
<40
<20
<20
<20
<20
1,100
<40
220
<20
<20
BDL
1,320
12/09/14
5510
<10
<10
<10
<10
<10
<10
690
<10
92
<10
QO
BDL
782
11/10/15
5846
2.8
9.3
<5.0
<5.0
1.0
2.5
1,300
8.1
160
<5.0
2.9
1,4-Dic ora enzene (0.61), 2-
Chlorotoluene (0.66), Benzene
(0 55)
1,488
11/03/16
6205
<5.0
9.0
<5.0
<5.0
<5.0
<5.0
1,100
5.8
140
<5.0
5.4J
BDL
1,260
11/27/17
6594
<5.0
5.9
<5.0
<5.0
0.92
2.2
840
6.5
94
<5.0
4.3
1,4-Dichlorobenzene (0.73),
Benzene(0.54), Chlorobenzene
1.0
956
12/04/18
6966
7.2
1.2
<0.066
0.70
4.3
1,500
10
180
0.37 J
5.2
1,2,4-Trichlorobenzene (0.341) 1,4-
Dichlorobenzene (0.82), 2-
Chlorotoluene(0.51), Benzene
(0.71)Chlorobenzene (0.89) Xylenes
1,724
11/28/06
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<1.0
<1.0
BDL
0
10/25/07
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<1.0
<1.0
BDL
0
11/06/08
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<1.0
<1.0
BDL
0
10/30/09
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<1.0
<1.0
Bromoform (2.5),
Chlorodibromomethane (0.571)
3.07
11/02/10
-
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
-2.0
<2.0
<1.0
<1.0
BDL
0
2237
11/01/11
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<1.0
<1.0
BDL
0
Alamac
11/02/12
a
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<1.0
<1.0
BDL
0
Road
11/06/13
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
10.50
<0.50
<0.50
<1.0
Chloroform (0.51)
0.51
12/09/14
Z
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<1.0
BDL
0
11/10/15
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<1.0
BDL
0
11/03/16
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<1.0
Acetone (8.4), 2-Butanone (15)
23.4
11/27/17
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<1.0
BDL
0
12/04/18
<0.098
<0.078
<0.061
<0.066
<0.083
<0.083
<0.056
<0.094
<0.097
<0.044
<0.19
Acetone (37), 2-Butanone (33)
70
Notes:
pg/L= micrograms per liter
NC 2L Standards = 15A NCAC 2L Groundwater Quality Standards (April 1, 2013)
NS - Not Sampled
BDL= Below Reporting Limit
Shaded cells represent concentrations exceeding the 15A NCAC 2L Standard
Values in bold represent concetraticns exceeding the reporting limit.
1 = Estimated value between the Reporting Limit and the Method Detection Limit.
< - Constituent concentration less than the reporting limit shown
Days after startup indicate number of days groundwater recovery system has been in operation since system was started on November 8,1999.
N/A - Not Applicable
* = NC 2L Standard changed in Jan 2010 from 70 pg/L to 6 pg/L.
*= NC 2L Standard changed in Jan 2010 from 0.015 pg/L to 0.03 pg/L.
* *= NC 2L Standard changed in April 2013 from 7 pg/L to 350 pg/L.
Page 4 of 11

TABLE 4-1
OPERATIONAL DATA SUMMARY FOR GROUNDWATER RECOVERY WELLS
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
Rec ery Well Data
Flow Rates (gpm)
Cumulative Volume (gal)
Date
Days of
Operation
RW-1
RW-2
RW-3
Total from all RWs
RW-1 Meter
Reading
RW-1
RW-2
FZ
Total from all RWs "
Avg. Instantaneous Flow Rate Reading pm - 1999-2005
a)
Q
0
Z
Av . Flow Rate pm for 1999 - 2005
2.35 0.92 7.63 10.9
1.52 0.75 8.49 10.76
Avg. Instantaneous Flow Rate Reading (gpm) - 2006
Avg. Flow Rate (gpm) for year 2006
2.01 1.06 7.17 10.24
1.46 1.03 7.37 9.85
Av . Instantaneous Flow Rate Reading pm - 2007
Avg. Flow Rate pm for year 2007
2.18 1.38 7.73 11.28
1.19 1.38 7.66 10.23
Avg.
Instantaneous Flow Rate Reading (gpm) - 2008
Avg. Flow Rate (gpm) for year 2008
1.35
1.32 1 8.07 10.74
0.97 1.28 1 8.09 1 10.34
Av
. Instantaneous Flow Rate Readin pm - 2009
Avg. Flow Rate pm for
year 2009
1.46
1.45
8.33
11.12
1.05
1.34
8.21
10.60
01/01/10
3707
1.45
1.40
8.60
11.5
<
0
Z
7,342,062
5,100,890
43,955,425
56,398,377
02/01/10
3738
1.37
1.47
8.51
11.4
7,388,086
5,165,365
44,334,467
56,887,918
03/01/10
3766
1.71
1.99
8.92
12.6
7,425,792
5,225,243
44,661,950
57,312,985
04/01/10
3797
1.43
1.33
8.31
11.1
7,464,876
5,287,751
45,042,637
57,795,264
05/01/10
3827
1.52
1.29
7.45
10.3
7,508,624
5,345,077
45,400,963
58,254,664
06/01/10
3858
1.55
1.33
8.50
11.4
7,559,139
5,392,209
1 45,742,796
58,694,144
07/01/10
3888
1.60
1.43
8.37
11.4
7,608,764
5,450,720
46,103,208
59,162,692
08/01/10
3919
1.32
1.37
8.41
11.1
7,656,330
5,510,839
46,467,111
59,634,280
09/01/10
3950
1.71
1.27
9.61
12.6
7,702,429
5,568,519
46,852,245
60,123,193
10/01/10
3980
1.64
1.30
7.55
10.5
7,754,455
5,623,672
47,246,402
60,624,529
11/01/10
4011
1.55
1.32
1 9.23
12.1
7,806,155
5,682,554
47,632,579
61,121,288
12/01/10
4041
1.23
1.26
1 8.00
10.5
7,844,010
5,733,056
47,986,685
61,563,751
2010
Avg.
Instantaneous Flow Rate Readin m - 2010
Avg. Flow Rate m for
year 2010
1.51
1.40
8.46
11.36
1.05
1.33
8.39
10.77
01/01/11
4072
1.23
1.43
8.02
10.7
Q
0
Z
7,881,904
5,791,701
48,336,780
62,010,385
02/01/11
4103
1.22
1.37
9.53
12.1
7,920,407
5,852,064
48,713,585
62,486,056
03/01/11
4131
1.57
1.30
8.99
11.9
7,955,505
5,904,817
49,076,488
62,936,810
04/01/11
4162
1.59
1.59
8.86
12.0
8,005,792
5,962,539
49,455,019
63,423,350
05/01/11
4192
1.60
1.20
8.36
11.2
8,055,020
6,015,670
49,817,677
63,888,367
06/01/11
4223
1.48
1.15
8.08
10.7
8,102,989
6,067,589
50,205,623
64,376,201
07/01/11
4253
1.42
1.61
7.69
10.7
8,147,336
6,131,828
50,570,575
64,849,739
08/01/11
4284
1.39
1.72
8.01
11.1
8,191,167
6,207,959
50,947,697
65,346,823
09/01/11
4315
1.36
1.53
8.87
11.8
8,234,854
6,280,082
51,308,976
65,823,912
10/01/11
4345
1.59
1.50
8.32
11.4
8,282,127
6,346,046
51,666,952
66,295,125
11/01/11
4376
1.70
1 1.43
7.70
10.8
8,335,752
6,412,079
51,992,167
66,739,998
12/01/11
4406
1.22
1.46
7.39
10.1
8,388,578
6,474,994
52,311,543
1 67,175,115
2011
Av
. Instantaneous Flow Rate Reading pm - 2011
Avg. Flow Rate pm for
year 2011
1.45
1 1.44 8.32 1 11.21
1.04 1.41 1 8.23
1 10.68
Page 5 of 11

TABLE 4-1
OPERATIONAL DATA SUMMARY FOR GROUNDWATER RECOVERY WELLS
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
Rec ery Well Data
Flow Rates (gpm)
Cumulative Volume (gal)
Date
Days of
Operation
RW-1
RW-2
RW-3
Total from all RWs
RW-1 Meter
Reading
RW-1
RW-2
RW-3
Total from all RWs
01/01/12
4437
1.52
1.50
8.38
11.4
N
m
Q'
0
Z
8,440,248
6,541,093
52,666,916
67,648,257
02/01/12
4468
1.45
1.58
8.56
11.6
8,523,580
6,606,462
53,048,874
68,178,916
03/01/12
4497
1.35
1.63
8.77
11.9
8,644,583
6,668,241
53,384,479
68,697,303
04/01/12
4528
1.17
1.52
9.15
11.8
8,724,975
6,736,965
53,797,932
69,259,872
05/01/12
4558
1.29
1.46
9.00
11.8
8,763,365
1 6,800,509
54,195,559
69,759,433
06/01/12
4589
1.11
1.42
9.06
11.6
8,849,796
6,862,724
54,588,741
70,301,261
07/01/12
4619
1.03
1.33
9.43
11.8
8,883,163
6,922,435
54,984,102
70,789,700
08/01/12
4650
1.33
1.60
8.13
11.1
8,962,072
6,983,797
55,379,577
71,325,446
09/01/12
4681
1.30
1.76
8.04
11.1
9,004,641
7,055,241
55,724,287
71,784,169
10/01/12
4711
1.24
1.61
8.78
11.6
9,043,657
7,123,051
55,982,283
72,148,991
11/01/12
4742
1.24
1.57
6.51
9.3
9,081,834
7,202,089
56,325,888
72,609,811
12/01/12
4772
1.17
1.56
7.91
10.6
9,120,157
7,275,594
1 56,631,219
1 73,026,970
2012
Avg.
Instantaneous Flow Rate Reading
(gpm) - 2012
Avg. Flow Rate (gpm) for
year 2012
1.27
1.55
8.48
11.30
1.39
1.52
8.20
11.10
01/01/13
4803
1.23
2.72
8.52
12.5
9,957,993
9,957,993
7,349,106
56,964,491
74,271,590
02/01/13
4834
1.75
1.47
8.37
11.6
9,996,772
9,996,772
7,427,642
57,343,383
74,767,797
03/01/13
4862
1.33
1.62
8.67
11.6
10,034,260
10,034,260
7,490,303
57,684,356
75,208,919
04/01/13
4893
1.45
1.61
8.42
11.5
10,074,226
10,074,226
7,559,998
58,064,904
75,699,128
05/01/13
4923
1.37
1.68
8.24
11.3
10,038,990
10,038,990
7,629,268
58,422,405
76,090,663
06/01/13
4954
1.34
1.49
8.40
11.2
10,082,973
10,082,973
7,698,122
58,806,001
76,587,096
07/01/13
4984
1.48
1.63
8.13
11.2
10,047,309
10,047,309
7,764,930
59,165,099
76,977,338
07/24/13
5007
1.36
1.65
7.60
10.6
10,081,376
10,081,376
7,818,785
59,444,656
77,344,817
07/25/13
5008
off - reset
1.69
8.68
10.4
90,882,823
10,081,376
7,821,168
59,457,161
77,359,705
08/01/13
5015
1.39
1.60
8.51
11.5
90,892,895
10,091,448
7,838,103
59,542,874
77,472,425
09/01/13
5046
1.29
1 1.66
1 8.34
1 11.3
90,937,199
10,135,752
1 7,912,433
1 59,914,826
77,963,011
10/01/13
5076
1.12
1.69
7.41
10.2
90,974,086
10,172,639
7,983,116
60,251,240
78,406,995
11/01/13
5107
1.32
1.56
6.72
9.6
91,014,083
10,212,636
8,060,326
60,533,019
78,805,981
12/01/13
5137
1.16
1.59
6.51
9.3
91,053,606
10,252,159
8,127,392
60,786,729
79,166,280
2013
Avg.
Instantaneous Flow Rate Reading
(gpm) - 2013
Avg. Flow Rate (gpm) for
year 2013
1.35
1.69 8.04
10.98
2.15 1.62 7.91
11.68
Page 6 of 11

TABLE 4-1
OPERATIONAL DATA SUMMARY FOR GROUNDWATER RECOVERY WELLS
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
Rec ery Well Data
Flow Rates (gpm)
Cumulative Volume (gal)
Date
Days of
Operation
RW-1
RW-2
RW-3
Total from all RWs
RW-1 Meter
Reading
RW-1
RW-2
RW-3
Total from all RWs
01/01/14
5168
1.37
1.78
8.43
11.6
91,884,677
11,083,230
8,203,889
61,089,774
80,376,893
02/01/14
5199
1.31
1.85
9.03
12.2
91,927,944
11,126,497
8,283,445
61,450,102
80,860,044
03/01/14
5227
1.22
1.73
8.03
11.0
93,005,327
12,203,880
8,351,045
61,775,099
82,330,024
03/12/14
5238
1.28
1.69
7.95
10.9
93,019,145
12,217,698
8,377,901
61,905,552
82,501,151
03/13/14
5239
off - reset
1.60
8.49
10.1
13,264,273
12,217,698
8,380,256
1 61,917,205
82,515,159
03/21/14
5247
1.04
1.68
9.61
12.3
13,272,862
12,226,287
8,399,904
62,018,261
82,644,452
03/22/14
5248
off - reset
1.70
8.81
10.5
999,756
12,226,287
8,402,259
62,031,040
82,659,586
04/01/14
5258
1.67
1.56
8.63
11.9
1,028,895
12,255,426
8,425,898
62,155,314
82,836,638
05/01/14
5288
1.36
1.68
9.31
12.4
1,091,349
12,317,880
8,495,272
62,554,218
83,367,370
06/01/14
5319
0.93
1.47
8.99
11.4
1,147,219
12,373,750
8,564,461
62,970,849
83,909,060
07/01/14
5349
1.83
1.57
6.23
9.6
1,237,785
12,464,316
8,632,416
63,284,007
84,380,739
08/01/14
5380
2.37
1.93
8.90
13.2
1,304,965
12,531,496
81703,545
63,564,385
84,799,426
09/01/14
5411
2.42
1.89
8.11
12.4
1,410,254
12,636,785
8,787,912
63,907,799
85,332,496
10/01/14
5441
2.28
1.92
7.52
11.7
1,505,963
12,732,494
8,868,461
64,231,610
85,832,565
11/01/14
5472
2.49
1.83
7.12
11.4
1,686,671
12,913,202
8,951,247
64,532,604
86,397,053
12/01/14
5502
2.15
1.84
6.91
10.9
1,783,980
13,010,511
9,030,272
64,806,070
86,846,853
2014
Avg.
Instantaneous Flow Rate Reading
(gpm) - 2014
Avg. Flow Rate (gpm) for
year 2014
1.69
1.73
8.25
11.47
5.25
1.72
7.65
14.61
01/01/15
5533
2.04
1.87
8.47
12.4
1,879,450
13,105,981
9,114,129
65,119,618
87,339,728
02/01/15
5564
2.36
1.54
8.55
12.5
1,976,329
13,202,860
9,197,473
65,492,729
87,893,062
03/01/15
5592
2.99
1.64
9.51
14.1
2,064,626
13,291,157
9,260,960
65,832,354
88,384,471
04/01/15
5623
0.06
1.51
9.97
11.5
2,067,123
13,293,654
9,331,994
66,254,329
88,879,977
05/01/15
5653
0.11
1.53
9.47
11.1
2,071,889
13,298,420
9,398,153
66,672,485
89,369,058
06/01/15
5684
0.15
1.47
8.61
10.2
2,078,786
13,305,317
9,464,636
67,084,530
89,854,483
07/01/15
5714
0.10
1.54
7.96
9.6
2,083,005
13,309,536
9,530,699
67,384,958
90,225,193
08/01/15
5745
0.05
1.54
6.58
8.2
2,085,050
13,311,581
9,599,640
67,706,925
90,618,146
09/01/15
5776
0.03
1.57
6.35
8.0
2,086,486
13,313,017
9,668,736
68,004,536
90,986,289
10/01/15
5806
0.00
1.54
6.85
8.4
2,086,487
13,313,018
9,736,047
68,278,076
91,327,141
11/01/15
5837
0.00
1.52
7.15
8.7
2,086,542
13,313,073
9,804,333
68,609,326
91,726,732
12/01/15
5867
1 0.00
1.58
7.88
9.5
2,086,543
13,313,074
9,872,666
68,984,922
92,170,662
2015
Av
. Instantaneous Flow Rate Reading m - 2015
Avg. Flow Rate m for
year 2015
0.66
1 1.57 1 8.11 1 10.34
0.58 1.34 1 6.61
1 8.52
Page 7 of 11

TABLE 4-1
OPERATIONAL DATA SUMMARY FOR GROUNDWATER RECOVERY WELLS
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
Rec ery Well Data
Flow Rates (gpm)
Cumulative Volume (gal)
Date
Days of
Operation
RW-1
RW-2
RW-3
Total from all RWs
RW-1 Meter
Reading
RW-1
RW-2
RW-3
Total from all RWs
01/01/16
5898
2.19
1.73
9.92
13.8
2,151,351
13,377,882
9,949,910
69,392,733
92,720,525
02/01/16
5929
1.91
1.63
9.89
13.4
2,253,366
13,479,897
10,024,621
69,830,431
93,334,949
03/01/16
5958
2.61
1.68
9.40
13.7
2,353,947
13,580,478
10,096,062
70,245,846
93,922,386
04/01/16
5989
2.33
1.67
10.33
14.3
2,442,383
13,668,914
10,171,801
70,688,001
94,528,716
05/01/16
6019
2.24
1.82
10.54
14.6
2,533,003
13,759,534
10,245,507
1 71,130,249
95,135,290
06/01/16
6050
2.07
1.76
8.89
12.7
2,625,046
13,851,577
10,324,299
71,509,233
95,685,109
07/01/16
6080
1.70
1.64
8.34
11.7
2,705,668
13,932,199
10,396,730
71,893,326
96,222,255
08/01/16
1 6111
2.36
1.55
7.84
11.8
2,785,924
14,012,455
10,467,663
72,286,242
96,766,360
09/01/16
6142
2.31
1.47
7.04
10.8
2,908,133
14,134,664
10,535,304
72,613,757
97,283,725
10/01/16
6172
2.04
1.53
7.21
10.8
2,990,641
14,217,172
10,599,752
72,919,702
97,736,626
11/01/16
6203
2.19
1.23
7.67
11.1
3,058,422
14,284,953
10,641,854
73,157,298
98,084,105
12/01/16
6233
1.19
1.90
7.07
10.2
3,147,039
14,373,570
1 10,719,264
73,477,860
98,570,694
2016
Avg.
Instantaneous Flow Rate Readin m - 2016
Avg. Flow Rate m for
jear 2016
2.10
1.63
8.68
12.41
2.01
1.61
8.52
12.14
01/01/17
6264
2.97
1.86
5.98
10.8
3,244,281
14,470,812
10,803,604
73,782,146
99,056,562
02/01/17
6295
2.77
2.04
3.36
8.2
3,357,696
14,584,227
10,874,680
73,984,218
99,443,125
03/01/17
6323
2.35
2.44
2.73
7.5
3,455,097
14,681,628
10,950,508
74,113,414
99,745,550
04/01/17
6354
2.05
2.30
2.75
7.1
3,553,508
14,780,039
11,038,565
74,241,062
100,059,666
05/01/17
6384
2.16
1.59
2.63
6.4
3,604,422
14,830,953
11,139,653
74,361,418
100,332,024
06/01/17
6415
2.26
1.64
2.91
6.8
3,679,341
14,905,872
11,214,653
74,482,929
100,603,454
07/01/17
6445
1.38
1.95
4.15
7.5
3,770,922
14,997,453
11,289,653
74,633,745
100,920,851
08/01/17
6476
2.18
1.99
4.52
8.7
3,850,643
15,077,174
11,364,653
74,840,785
101,282,612
09/01/17
6507
2.49
1.95
4.79
9.2
3,948,548
15,175,079
11,439,653
75,042,853
101,657,585
10/01/17
6537
1.83
3.05
5.67
10.6
4,042,217
15,268,748
11,514,653
75,276,759
102,060,160
11/01/17
6568
2.28
3.54
1 5.35
11.2
4,150,395
15,376,926
11,589,653
75,529,663
102,496,242
12/01/17
6598
2.31
3.65
5.49
11.5
4,258,325
15,484,856
11,664,653
75,763,937
102,913,446
2017
Avg.
Instantaneous Flow Rate Reading
(gpm) - 2017
Avg. Flow Rate (gpm) for
year 2017
2.25
2.33
4.19
8.78
2.11
1.80
4.35
8.26
01/01/18
6629
1.55
4.03
6.06
11.6
4,344,915
15,571,446
11,769,482
76,025,468
103,366,396
02/01/18
6660
1.72
4.02
5.97
11.7
4,436,060
15,662,591
11,877,975
76,293,700
103,834,266
03/01/18
6688
2.16
3.71
6.01
11.9
4,521,559
15,748,090
11,969,954
76,534,834
104,252,878
04/01/18
6719
0.00
3.69
5.86
9.6
4,540,473
15,767,004
12,071,442
76,797,660
104,636,106
05/01/18
6749
0.00
3.14
5.83
9.0
4,540,473
15,767,004
12,159,266
77,050,381
104,976,651
06/01/18
6780
0.00
3.14
5.84
9.0
4,540,473
15,767,004
12,241,690
77,313,879
105,322,573
07/01/18
6810
0.00
4.31
5.92
10.2
4,540,475
15,767,006
12,305,252
77,571,332
105,643,590
08/01/18
6841
3.77
2.77
6.29
12.8
4,655,935
15,882,466
12,392,326
77,843,588
106,118,380
09/01/18
6872
2.80
4.67
5.98
13.5
4,806,626
16,033,157
12,504,858
78,116,560
106,654,575
10/01/18
6902
3.41
2.55
6.80
12.8
4,855,539
16,082,070
12,555,400
78,231,197
106,868,667
11/01/18
6933
3.21
2.21
6.71
12.1
1 5,020,270
1 16,246,801
12,610,050
78,534,353
107,391,204
12/01/18
6963
1 2.66
1 2.04
1 6.47
1 11.2
5,140,462
16,366,993
1 12,669,889
78,818,339
107,855,221
2018
Avg.
Instantaneous Flow Rate Reading
(gpm) - 2018
Avg. Flow Rate (gpm) for
year 2018
1.77
1 3.36 1 6.15
1 11.28
1.65 1 1.87 1 5.81
1 9.33
11,484,819 gallons added to monthly totals in "Total from all RW's" due to meter change in RW-2.
Page 8 of 11

TABLE 4-2
CALCULATION OF MASS OF VOLATILE ORGANIC COMPOUNDS REMOVED FROM GROUNDWATER BY THE RECOVERY WELL NETWORK
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
Sampling Date
Days after
Startup
Total VOCs
Recovery Wells
Calculated Mass Removal
(Ng/L)
(Gallons)
Pounds (Ibs) Removed
RW-1
RW-2
RW-3
RW-1
RW-2**
RW-3
Recovered Per
Period
Cumulative
Total
RW-1
RW-2
RW 3
Removed Per
Period
Cumulative
Total
11/03/99
-5
2,479
51,020
517
0
0
0
0
0
11/08/99
0
NA
NA
NA
583
728
1,584
2,895
2,895
0.0
0.3
0.0
0.3
0.3
02/03/00
87
4,562
44,255
6,837
178,297
224,078
1,454,751
1,854,231
1,857,126
6.7
82.2
82.6
172.0
171.9
04/26/00
170
3,863
41,256
7,127
296,738
314,213
2,879,623
1,633,448
3,490,574
3.8
30.9
84.4
119.0
291.1
07/24/00
259
NA
NA
NA
390,980
375,625
4,454,671
1,730,702
5,221,276
07/25/00
260
5,330
34,977
5,820
4.2
17.9
76.2
98.0
389.3
10/24/00
351
6,945
34,480
7,733
02/15/01
465
10,155
43,171
9,346
872,959
557,930
7,366,871
3,576,484
8,797,760
34.3
58.9
206.8
300.0
689.3
05/22/01
561
2,385
34,140
6,519
1,010,268
574,573
8,468,793
1,255,874
10,053,634
2.7
4.7
59.7
67.0
756.5
08/28/01
659
3,145
17,771
5,930
1,168,399
609,243
9,659,466
1,383,474
11,437,108
4.1
5.1
58.7
68.0
824.4
11/14/01
737
4,434
20,913
2,536
11/15/01
738
NA
NA
NA
1,301,866
693,357
10,525,149
1,083,264
12,520,372
4.9
14.6
18.3
38.0
862.2
02/13/02
828
5,844
24,033
3,938
1,465,100
803,303
11,598,264
1,346,295
13,866,667
7.9
22.0
35.1
65.0
927.3
05/20/02
924
NA
NA
NA
1,652,612
902,321
12,813,585
1,501,851
15,368,518
8.2
24.5
44.1
77.0
1,004.0
05/21/02
925
5,234
29,700
4,364
08/05/02
1001
NA
NA
NA
1,806,428
981,799
13,821,493
1,241,202
16,609,720
6.3
18.6
32.7
58.0
1,061.6
08/06/02
1002
4,920
28,136
3,900
11/13/02
1101
5,113
37,791
3,410
2,001,703
1,120,943
14,950,240
1,463,166
18,072,886
8.3
43.7
32.0
84.0
1,145.6
02/11/03
1191
6,372
28,468
3,079
02/12/03
1192
NA
NA
NA
2,186,278
1,236,577
15,988,242
1,338,211
19,411,097
9.8
27.4
26.6
64.0
1,209.4
05/13/03
1282
5,010
24,850
2,292
5/14/2003
1283
NA
NA
NA
2,422,769
1,342,694
17,035,269
1,389,635
20,800,732
9.9
21.9
20.0
52.0
1,261.1
8/26/2003
1387
4,630
24,350
3,318
8/27/2003
1388
NA
NA
NA
2,727,875
1,453,090
18,205,959
1,586,192
22,386,924
11.7
22.4
32.3
66.0
1,327.5
11/3/2003
1456
5,105
29,193
3,474
11/7/2003
1460
NA
NA
NA
2,930,785
1,536,824
18,971,934
1,052,619
23,439,543
8.6
20.3
22.1
51.1
1,378.6
2/20/2004
1565
5,864
33,969
2,523
3,225,285
1,655,701
20,113,454
1,554,897
24,994,440
14.4
33.6
24.0
71.9
1,450.5
11/1/2004
1820
5,485
28,698
3,061
3,865,038
1,928,465
22,797,606
3,596,669
28,591,109
29.2
65.1
68.3
162.6
1,613.1
10/25/2005
2178
5,093
23,723
1,964
4,834,285
2,390,003
27,092,242
5,725,421
34,316,530
41.1
91.1
70.1
202.2
1,815.3
11/28/2006
2577
6,449
20,870
2,090
5,601,019
2,930,821
30,964,147
5,179,457
39,495,987
41.1
93.9
67.3
202.3
2,017.6
10/25/2007
2908
5,199
20,720
1,111
6,189,583
3,596,820
34,647,851
4,938,267
44,434,254
25.4
114.8
34.0
174.2
2,191.8
11/30/2008
3310
6,889
18,810
1,867
6,736,628
4,340,176
39,236,323
5,878,873
50,313,127
31.3
116.3
71.2
218.9
2,410.7
10/30/2009
3644
7,179
16,308
1,253
7,243,173
4,969,241
43,208,854
5,108,141
55,421,268
30.2
85.3
41.4
156.9
2,567.6
11/2/2010
4012
7,290
14,724
1,471
7,806,155
5,682,554
47,632,579
5,700,020
61,121,288
34.1
87.3
54.1
175.6
2,743.2
11/1/2011
4376
5,930
13,754
1,494
8,335,752
6,412,079
51,992,167
5,618,710
66,739,998
26.1
83.4
54.2
163.7
2,906.9
11/2/2012
4743
8,540
12,680
1,342
9,083,145
7,204,409
56,334,951
5,882,507
72,622,505
53.1
83.5
48.5
185.1
3,092.0
11/6/2013
5112
11,071
10,630
1,320
10,219,624
8,071,379
60,571,451
6,239,949
78,862,454
104.6
76.6
46.5
227.8
3,319.8
12/9/2014
5510
8,780
10,136
782
13,032,819
9,052,141
64,880,526
8,103,032
86,965,486
205.4
82.7
28.0
316.1
3,635.9
11/1/2015
5837
100
9,449
1,488
2,086,542*
9,804,333
68,609,326
4,759,246
91,724,732
0.231
59.1
46.2
105.5
3,741.4
11/3/2016
6205
10,767
7,093
1,260
3,064,750
10,645,398
73,179,273
6,389,220
98,113,952
87.6
49.6
47.9
185.1
3,926.5
11/27/2017
6594
14,261
9,073
956
4,242,969
11,651,232
75,731,396
4,736,176
102,850,128
255.7
75.9
20.3
351.9
4,278.4
12/4/2018
6966
9,503
7,304
1,724
5,151,201
12,677,120
78,845,535
5,048,259
107,898,387
71.8
62.3
44.6
178.7
4,457.1
Total Pounds Removed Since Startup by Recovery Well
1,182.8
11675.9
1,598.3
Cumulative
of All RWs
4,457
NA = Not analyzed. *Totalizer changed. Value subtracted from initial reading of 1,808,288 ** 11,484,819 gallons added to each reading for RW-2 in 2018 due to meter change
Page 9 of 11

TABLE 4-3
HISTORICAL SUMMARY OF VOLATILE ORGANIC COMPOUNDS IN ON -SITE
WASTEWATER TREATMENT PLANT EFFLUENT
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
WWTP
Effluent
Sample
Date
Tetrachloroethene
(N9/L)
Trichloroethene
(N9/L)
cis -1,2-
Dichloroethene
(N9/L)
Vinyl Chloride
(N9/L)
1999
11/09/99
<5
<5
<5
<5
2000
04/13/00
<5
<5
<5
<10
2001
09/04/01
<5
<5
<5
<10
2002
11/05/02
<5
<5
<5
<10
2003
12/01/03
<5
<5
<5
<10
2004
12/07/04
<5
<5
0.8
<10
2005
10/04/05
<0.01
<0.01
<0.01
<0.01
2006
12/11/06
<1.0
<1.0
<1.0
<2.0
2007
12/04/07
<5.0
<5.0
<5.0
<10.0
2008
09/16/08
<2.0
<1.0
<1.0
<2.0
2009
12/15/09
<1.0
<1.0
<1.0
<2.0
2010
12/14/10
<1.0
<1.0
<1.0
<2.0
03/11/11
<1.0
<1.0
<1.0
<2.0
06/14/11
<1.0
<1.0
<1.0
<2.0
N
09/13/11
<1.0
<1.0
<1.0
<2.0
12/13/11
<1.0
<1.0
<1.0
<2.0
03/12/12
<1.0
<1.0
<1.0
<2.0
N
06/12/12
<1.0
<1.0
<1.0
<2.0
N
09/11/12
<1.0
<1.0
<1.0
<2.0
12/04/12
<1.0
<1.0
<1.0
<2.0
Page 10 of 11

TABLE 4-3
HISTORICAL SUMMARY OF VOLATILE ORGANIC COMPOUNDS IN ON -SITE
WASTEWATER TREATMENT PLANT EFFLUENT
ALAMAC AMERICAN KNITS LLC
LUMBERTON, NORTH CAROLINA
DAA PROJECT NO: 18110178
WWTP
Effluent
Sample
Date
Tetrachloroethene
(Ng/L)
Trichloroethene
(Ng/L)
cis -1,2
Dichloroethene
(Ng/L)
Vinyl Chloride
(Ng/L)
r^
N
03/05/13
<1.0
<1.0
<1.0
<2.0
06/11/13
<1.0
<1.0
<1.0
<2.0
09/10/13
<1.0
<1.0
<1.0
<2.0
12/10/13
<1.0
<1.0
<1.0
<2.0
N
03/11/14
<1.0
<1.0
<1.0
<2.0
06/10/14
<1.0
<1.0
<1.0
<2.0
09/23/14
<1.0
<1.0
<1.0
<2.0
12/17/14
<1.0
<1.0
<1.0
<2.0
Ln
N
03/17/15
<1.0
<1.0
<1.0
<2.0
06/09/15
<0.250
<0.250
<0.250
<0.250
09/15/15
<0.250
<0.250
<0.250
<0.250
12/08/15
<0.250
<0.250
<0.250
<0.250
N
03/15/16
<0.250
<0.250
<0.250
<0.250
06/07/16
<0.250
<0.250
<0.250
<0.250
09/13/16
<0.250
<0.250
<0.250
<0.250
12/13/16
<0.250
<0.250
0.335
<0.250
N
N
03/14/17
<0.250
<0.250
<0.250
<0.250
06/20/17
<0.250
<0.250
<0.250
<0.250
09/26/17
<0.250
<0.250
<0.250
<0.250
12/12/17
<0.250
<0.250
<0.250
<0.250
00
N N
03/20/18
<0.250
<0.250
<0.250
<0.250
06/19/18
<0.250
<0.250
1 <0.250
<0.250
10/23/18
<0.250
<0.250
<0.250
<0.250
12/04/18
<0.250
<0.250
<0.250
<0.250
Notes:
All samples were collected by Ala mac as part of their monthly NPDES permit monitoring.
Quarterly data for 1999 through 2010 included in prior Groundwater Monitoring Reports.
Bold indicates value exceeded laboratory method detection limit.
< = Constituentdid not exceed the method detection limit shown
Page 11 of 11

FIGURES

FILE lamac American Knits.dwq DATE 12/5/2018 PROJECSMANAGER CHECKED KJY DRAFTER PROJECT
181� 0i78-010701
FIGURE:
SITE LOCATION
ALAMAC AMERICAN KNITS, LLC
%Solutions-IES1101 NOWELLROAD LUMBERTON, NC 1
RAL.GH, NC 27607
$ .: (919)873-10
a division of ODraper Aden AssociateFAX.: [phone]

FILE DATE PROJECT MANAGER CHECKED BY DRAFTER PROJECT NUMBER
Alamac American Knits.dwg 12/5/2018 SKJ SKJ KTS 18110178-010701
V&DON
Uzi POND
FIRE
HOUSE qq
❑ t
WATER O
P9606 LOCATION TA FOPoAER POE RW-3
TAW
TANKK CUSED NFNF PAD
FORMERLYUSED INFILTRATKIN 5
GALLERY
WATER &IEDDNT
MW-3 UNPAVED DrmE O
MW-14
T —1 —16 M —15 T P►xKD+� MW— O MW 3
Mw-7
PovIFR w 11 WATER Ra
RW-2 TANK O AW
a ® 0
RNIPs _ MW-1 LEGEND
n❑ O TYPE II MONITORING WELL (SHALLOW 0-20 FT BGS)
RW-1 O eRlai 0 TYPE III MONITORING WELL (DEEP 20-75 FT BGS)
O El 61UDW ® RECOVER( WELL
O ® W-21O O �E RESIDENTIAL SUPPLY WELL
GONG MW-23. MW-22,
PAD
SOURCE AREA ❑0 1AW-60M MW-20
—9
MANUFACTURING �j Mw-12
BUILDING ,� f r, _ GRAPHIC SCALE IN FEET
OFICES
ASgIALT PIRONC �'
%Solutions-IES RAL IGH, NC ROAD
RALEIGH, NC 27607
a division of o Draper Aden Associates TEL.: [phone]
FAX.: [phone]
O MW-19
CIE RESIDENTIAL SUPPLY WELL
(APPROXIMATE LOCATION)
ALAN1AC ROAD NOTES:
1) BASE MAP FROM S&ME, FEBRUARY 2001.
2) LOCATIONS OF MW-21, MW-22, AND MW-23 ARE ESTIMATED FROM
ENVIRONMENTAL STRATEGIES CORP (FIGURE 1, FEBRUARY 2002.)
FIGURE:
FACILITY LAYOUT AND GROUNDWATER SAMPLING LOCATIONS
ALAMAC AMERICAN KNITS, LLC
LUMBERTON,NC 2

16, 000
14,000
J 12,000
10,000
c
8,000
c�
L
= 6,000
d
v
4,000
0
2,000
0
0
1400
1200
1000
u 800
O
IA
600
400
200
0
0
Figure 3. Performance Monitoring in RW-1
Figure 3a. Chlorinated Ethene Concentrations
1,000 2,000 3,000 4,000 5,000
Days Since Startup
—4—PCE tTCE fcis-1,2-DCE
6,000 7,000 8,000
VC --#—Total VOCs
Figure 3b. VOC Removal
1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000
Days Since Start Up
TRW-1 fRW-1 Cumul. Lbs VOCs

J
':"40,000
c
0
v 30,000
c
020,000
V
10,000
U
Figure 4. Performance Monitoring in RW-2
Figure 4a. Chlorinated Ethene Concentrations
0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000
Days Since Startup
�PCE fTCE fcis-1,2-DCE VC --)K--Total VOCs
Figure 4b. VOC Removal
1,800
1,600
1,400
1,200
1,000
800
600
400
200
0
0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000
Days Since Start Up
TRW-2 fRW-2 Cumul. Lbs VOCs

Figure 5. Performance Monitoring in RW-3
Figure 5a. Chlorinated Ethene Concentrations
10,000
9,000
8,000
J
a, 7,000
c 6,000
0
5,000
4,000
c
0 3,000
2,000
1,000
0
0
1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000
Days Since Startup
--*-PCE fTCE fcis-1,2-DCE VC --X--Total VOCs
Figure 5b. VOC Removal
1,800
1,600
1,400
1,200
0
1,000
800
600
400
200
0IF
0
1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000
Days Since Start Up
TRW-3 fRW-3 Cumul. Lbs VOCs

APPENDIX A
FIELD NOTES

APPENDIX B
LABORATORY ANALYTICAL REPORTS

Case Narrative
PRISM
`,. LABORATORIES, INC.
Draper Arden
Sean K. Jarvah
1101 Nowell Road
Raleigh, NC 27607
NC Certification No. 402
Full -Service Analytical & NC Drinking Water Cert No. 37735
Environmental Solutions SC Certification No. 99012
Project: ALAMAC
Lab Submittal Date: 12/06/2018
Prism Work Order: 8120115
12/20/2018
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
Please call if you have any questions relating to this analytical report.
Respectfully,
PRISM LABORATORIES, INC.
a,j
Angela D. Overcash
VP Laboratory Services
Data Qualifiers Key Reference:
Reviewed By Terri W. Cole For Angela D. Overcash
Project Manager
D RPD value outside of the control limits.
J Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
BRL Below Reporting Limit
MDL Method Detection Limit
RPD Relative Percent Difference
* Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 1 of 20

Receipt Summary
Full -Service Analytical R
PRISMSample
Environmental Solutions
12/20/2018
LABORATORIES INC.
Prism Work Order: 8120115
Client Sample ID
Lab Sample ID
Matrix
Date/Time Sampled Date/Time Received
RW-1
8120115-01
Water
12/04/18 9:55 12/06/18 12:25
RW-2
8120115-02
Water
12/04/18 10:05 12/06/18 12:25
RW-3
8120115-03
Water
12/04/18 10:15 12/06/18 12:25
2237 Alamac
8120115-04
Water
12/04/18 10:40 12/06/18 12:25
Trip Blank
8120115-05
Water
12/04/18 0:00 12/06/18 12:25
Samples were received in good condition at 2.3 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 2 of 20

A&P R I S M Full Service Analytical &
Environmental Solutions
1LABORATORIES, INC.
Summary of Detections
12/20/2018
Prism Work Order: 8120115
Prism ID
Client ID
Parameter
Method
Result
Units
8120115-01
RW-1
1,1-Dichloroethylene
8260E
19
ug/L
8120115-01
RW-1
cis- 1,2-Dichloroethylene
8260B
5700
ug/L
8120115-01
RW-1
Naphthalene
8260E
20
ug/L
8120115-01
RW-1
Tetrachloroethylene
8260B
970
ug/L
8120115-01
RW-1
Toluene
8260E
4.1
1
ug/L
8120115-01
RW-1
trans- 1,2-Dichloroethylene
8260E
50
ug/L
8120115-01
RW-1
Trichloroethylene
8260B
2600
ug/L
8120115-01
RW-1
Vinyl chloride
8260E
140
ug/L
8120115-02
RW-2
1,1-Dichloroethylene
8260E
22
ug/L
8120115-02
RW-2
cis- 1,2-Dichloroethylene
8260E
6600
ug/L
8120115-02
RW-2
Naphthalene
8260B
9.1
J
ug/L
8120115-02
RW-2
Tetrachloroethylene
8260E
140
ug/L
8120115-02
RW-2
trans- 1,2-Dichloroethylene
8260E
33
ug/L
8120115-02
RW-2
Trichloroethylene
8260B
250
ug/L
8120115-02
RW-2
Vinyl chloride
8260E
250
ug/L
8120115-03
RW-3
1, 1, 1 -Trichloroethane
8260E
1.2
ug/L
8120115-03
RW-3
1,1-Dichloroethane
8260B
0.70
ug/L
8120115-03
RW-3
1,1-Dichloroethylene
8260E
4.3
ug/L
8120115-03
RW-3
1,2,4-Trichlorobenzene
8260E
0.34
1
ug/L
8120115-03
RW-3
1,4-Dichlorobenzene
8260E
0.82
ug/L
8120115-03
RW-3
2-Chlorotoluene
8260B
0.51
ug/L
8120115-03
RW-3
Benzene
8260E
0.71
ug/L
8120115-03
RW-3
Chlorobenzene
8260E
0.89
ug/L
8120115-03
RW-3
cis- 1,2-Dichloroethylene
8260B
1500
ug/L
8120115-03
RW-3
m,p-Xylenes
8260E
0.47
.1
ug/L
8120115-03
RW-3
Naphthalene
8260B
5.2
ug/L
8120115-03
RW-3
o-Xylene
8260B
0.43
1
ug/L
8120115-03
RW-3
Tetrachloroethylene
8260B
7.2
ug/L
8120115-03
RW-3
Toluene
8260E
0.37
1
ug/L
8120115-03
RW-3
trans- 1,2-Dichloroethylene
8260E
10
ug/L
8120115-03
RW-3
Trichloroethylene
8260B
11
ug/L
8120115-03
RW-3
Vinyl chloride
8260E
180
ug/L
8120115-03
RW-3
Xylenes, total
8260E
0.90
1
ug/L
8120115-04
2237 Alamac
Acetone
8260E
37
ug/L
8120115-04
2237 Alamac
Methyl Ethyl Ketone (2-Butanone)
8260B
33
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 3 of 20

P R S M Laboratory Report
` Full -Service Analytical &
/ environmental Solutions 12/20/2018
LABORATORIES INC.
Draper Arden Project: ALAMAC Client Sample ID: RW-1
Attn: Sean K. Jarvah Prism Sample ID: 8120115-01
1101 Nowell Road Prism Work Order: 8120115
Raleigh, NC 27607 Sample Matrix: Water Time Collected: 12/04/18 09:55
Time Submitted: 12/06/18 12:25
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GC/MS
1,1,1,2-Tetrachloroethane
BRL
ug/L
5.0
1.1
10
8260B
12/13/18 22:23
KDM
P81-0183
1,1,1-Trichloroethane
BRL
ug/L
5.0
0.61
10
8260B
12/13/18 22:23
KDM
P81-0183
1,1,2,2-Tetrachloroethane
BRL
ug/L
5.0
0.36
10
8260B
12/13/18 22:23
KDM
P81-0183
1,1,2-Trichloroethane
BRL
ug/L
5.0
0.66
10
8260B
12/13/18 22:23
KDM
P81-0183
1,1-Dichloroethane
BRL
ug/L
5.0
0.83
10
8260B
12/13/18 22:23
KDM
P81-0183
1,1-Dichloroethylene
19
ug/L
5.0
0.83
10
8260B
12/13/18 22:23
KDM
P81-0183
1,1-Dichloropropylene
BRL
ug/L
5.0
0.51
10
8260B
12/13/18 22:23
KDM
P81-0183
1,2,3-Trichlorobenzene
BRL
ug/L
20
4.0
10
8260B
12/13/18 22:23
KDM
P81-0183
1,2,3-Trichloropropane
BRL
ug/L
10
1.4
10
8260B
12/13/18 22:23
KDM
P81-0183
1,2,4-Trichlorobenzene
BRL
ug/L
10
1.3
10
8260B
12/13/18 22:23
KDM
P81-0183
1,2,4-Trimethyl benzene
BRL
ug/L
5.0
0.54
10
8260B
12/13/18 22:23
KDM
P81-0183
1,2-Dibromo-3-chloropropane
BRL
ug/L
20
1.7
10
8260B
12/13/18 22:23
KDM
P81-0183
1,2-Dibromoethane
BRL
ug/L
5.0
0.51
10
8260B
12/13/18 22:23
KDM
P81-0183
1,2-Dichlorobenzene
BRL
ug/L
5.0
0.76
10
8260B
12/13/18 22:23
KDM
P81-0183
1,2-Dichloroethane
BRL
ug/L
5.0
0.66
10
8260B
12/13/18 22:23
KDM
P81-0183
1,2-Dichloropropane
BRL
ug/L
5.0
1.1
10
8260B
12/13/18 22:23
KDM
P81-0183
1,3,5-Trimethyl benzene
BRL
ug/L
5.0
0.76
10
8260B
12/13/18 22:23
KDM
P81-0183
1,3-Dichlorobenzene
BRL
ug/L
5.0
0.54
10
8260B
12/13/18 22:23
KDM
P81-0183
1,3-Dichloropropane
BRL
ug/L
5.0
0.43
10
8260B
12/13/18 22:23
KDM
P81-0183
II A-Dichlorobenzene
BRL
ug/L
5.0
0.50
10
8260B
12/13/18 22:23
KDM
P81-0183
2,2-Dichloropropane
BRL
ug/L
20
1.1
10
8260B
12/13/18 22:23
KDM
P81-0183
2-Chlorotoluene
BRL
ug/L
5.0
0.66
10
8260B
12/13/18 22:23
KDM
P81-0183
4-Chlorotoluene
BRL
ug/L
5.0
0.50
10
8260B
12/13/18 22:23
KDM
P81-0183
4-Isopropyltoluene
BRL
ug/L
5.0
0.89
10
8260B
12/13/18 22:23
KDM
P81-0183
Acetone
BRL
ug/L
50
3.1
10
8260B
12/13/18 22:23
KDM
P81-0183
Acrolein
BRL
ug/L
200
2.0
10
8260B
12/13/18 22:23
KDM
P81-0183
Acrylonitrile
BRL
ug/L
200
2.0
10
8260B
12/13/18 22:23
KDM
P81-0183
Benzene
BRL
ug/L
5.0
0.48
10
8260B
12/13/18 22:23
KDM
P81-0183
Bromobenzene
BRL
ug/L
5.0
0.57
10
8260B
12/13/18 22:23
KDM
P81-0183
Bromochloromethane
BRL
ug/L
5.0
1.4
10
8260B
12/13/18 22:23
KDM
P81-0183
Bromodichloromethane
BRL
ug/L
5.0
0.62
10
8260B
12/13/18 22:23
KDM
P81-0183
Bromoform
BRL
ug/L
10
0.40
10
8260B
12/13/18 22:23
KDM
P81-0183
Bromomethane
BRL
ug/L
10
1.8
10
8260B
12/13/18 22:23
KDM
P81-0183
Carbon disulfide
BRL
ug/L
50
0.75
10
8260B
12/13/18 22:23
KDM
P81-0183
Carbon Tetrachloride
BRL
ug/L
5.0
1.1
10
8260B
12/13/18 22:23
KDM
P81-0183
Chlorobenzene
BRL
ug/L
5.0
0.62
10
8260B
12/13/18 22:23
KDM
P81-0183
Chloroethane
BRL
ug/L
5.0
2.2
10
8260B
12/13/18 22:23
KDM
P81-0183
Chloroform
BRL
ug/L
5.0
0.76
10
8260B
12/13/18 22:23
KDM
P81-0183
Chloromethane
BRL
ug/L
5.0
0.79
10
8260B
12/13/18 22:23
KDM
P81-0183
cis-1,2-Dichloroethylene
5700
ug/L
50
5.6
100
8260B
12/13/18 22:49
KDM
P81-0183
cis-1,3-Dichloropropylene
BRL
ug/L
5.0
0.79
10
8260B
12/13/18 22:23
KDM
P81-0183
Dibromochloromethane
BRL
ug/L
5.0
0.81
10
8260B
12/13/18 22:23
KDM
P81-0183
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 4 of 20

P R S M Laboratory Report
` Full -Service Analytical &
/ Environmental Solutions 12/20/2018
LABORATORIES INC.
Draper Arden Project: ALAMAC Client Sample ID: RW-1
Attn: Sean K. Jarvah Prism Sample ID: 8120115-01
1101 Nowell Road Prism Work Order: 8120115
Raleigh, NC 27607 Sample Matrix: Water Time Collected: 12/04/18 09:55
Time Submitted: 12/06/18 12:25
Parameter
Result
Units
Report
Limit
MDL
Dilution
Factor
Method
Analysis Analyst
Date/Time
Batch
ID
Dibromomethane
BRL
ug/L
5.0
0.65
10
8260B
12/13/18 22:23
KDM
P81-0183
Dichlorodifluoromethane
BRL
ug/L
10
1.1
10
8260B
12/13/18 22:23
KDM
P81-0183
Ethylbenzene
BRL
ug/L
5.0
0.61
10
8260B
12/13/18 22:23
KDM
P81-0183
Hexachlorobutadiene
BRL
ug/L
20
1.6
10
8260B
12/13/18 22:23
KDM
P81-0183
Isopropyl Ether
BRL
ug/L
5.0
0.50
10
8260B
12/13/18 22:23
KDM
P81-0183
Isopropylbenzene (Cumene)
BRL
ug/L
5.0
0.54
10
8260B
12/13/18 22:23
KDM
P81-0183
m,p-Xylenes
BRL
ug/L
10
1.2
10
8260B
12/13/18 22:23
KDM
P81-0183
Methyl Butyl Ketone (2-Hexanone)
BRL
ug/L
50
0.65
10
8260B
12/13/18 22:23
KDM
P81-0183
Methyl Ethyl Ketone (2-Butanone)
BRL
ug/L
50
2.4
10
8260B
12/13/18 22:23
KDM
P81-0183
Methyl Isobutyl Ketone
BRL
ug/L
50
0.78
10
8260B
12/13/18 22:23
KDM
P81-0183
Methylene Chloride
BRL
ug/L
10
0.83
10
8260B
12/13/18 22:23
KDM
P81-0183
Methyl-tert-Butyl Ether
BRL
ug/L
5.0
0.42
10
8260B
12/13/18 22:23
KDM
P81-0183
Naphthalene
20
ug/L
10
1.9
10
8260B
12/13/18 22:23
KDM
P81-0183
n-Butylbenzene
BRL
ug/L
10
0.76
10
8260B
12/13/18 22:23
KDM
P81-0183
n-Propylbenzene
BRL
ug/L
5.0
0.87
10
8260B
12/13/18 22:23
KDM
P81-0183
o-Xylene
BRL
ug/L
5.0
0.44
10
8260B
12/13/18 22:23
KDM
P81-0183
sec-Butylbenzene
BRL
ug/L
5.0
0.76
10
8260B
12/13/18 22:23
KDM
P81-0183
Styrene
BRL
ug/L
5.0
0.47
10
8260B
12/13/18 22:23
KDM
P81-0183
tert-Butylbenzene
BRL
ug/L
5.0
0.88
10
8260B
12/13/18 22:23
KDM
P81-0183
Tetrachloroethylene
970
ug/L
5.0
0.98
10
8260B
12/13/18 22:23
KDM
P81-0183
Toluene
4.1 J
ug/L
5.0
0.44
10
8260B
12/13/18 22:23
KDM
P81-0183
trans-1,2-Dichloroethylene
50
ug/L
5.0
0.94
10
8260B
12/13/18 22:23
KDM
P81-0183
trans- 1,3-Dichloropropylene
BRL
ug/L
5.0
0.70
10
8260B
12/13/18 22:23
KDM
P81-0183
Trichloroethylene
2600
ug/L
50
7.8
100
8260B
12/13/18 22:49
KDM
P81-0183
Trichlorofluoromethane
BRL
ug/L
5.0
0.62
10
8260B
12/13/18 22:23
KDM
P81-0183
Vinyl acetate
BRL
ug/L
20
0.60
10
8260B
12/13/18 22:23
KDM
P81-0183
Vinyl chloride
140
ug/L
5.0
0.97
10
8260B
12/13/18 22:23
KDM
P81-0183
Xylenes, total
BRL
ug/L
15
1.5
10
8260B
12/13/18 22:23
KDM
P81-0183
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
107 %
80-124
Dibromofluoromethane
101 %
75-129
Toluene-d8
100 %
77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 5 of 20

P R S M Laboratory Report
` Full -Service Analytical &
/ environmental Solutions 12/20/2018
LABORATORIES INC.
Draper Arden Project: ALAMAC Client Sample ID: RW-2
Attn: Sean K. Jarvah Prism Sample ID: 8120115-02
1101 Nowell Road Prism Work Order: 8120115
Raleigh, NC 27607 Sample Matrix: Water Time Collected: 12/04/18 10:05
Time Submitted: 12/06/18 12:25
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GC/MS
1,1,1,2-Tetrachloroethane
BRL
ug/L
5.0
1.1
10
8260B
12/13/18 23:15
KDM
P81-0183
1,1,1-Trichloroethane
BRL
ug/L
5.0
0.61
10
8260B
12/13/18 23:15
KDM
P81-0183
1,1,2,2-Tetrachloroethane
BRL
ug/L
5.0
0.36
10
8260B
12/13/18 23:15
KDM
P81-0183
1,1,2-Trichloroethane
BRL
ug/L
5.0
0.66
10
8260B
12/13/18 23:15
KDM
P81-0183
1,1-Dichloroethane
BRL
ug/L
5.0
0.83
10
8260B
12/13/18 23:15
KDM
P81-0183
1,1-Dichloroethylene
22
ug/L
5.0
0.83
10
8260B
12/13/18 23:15
KDM
P81-0183
1,1-Dichloropropylene
BRL
ug/L
5.0
0.51
10
8260B
12/13/18 23:15
KDM
P81-0183
1,2,3-Trichlorobenzene
BRL
ug/L
20
4.0
10
8260B
12/13/18 23:15
KDM
P81-0183
1,2,3-Trichloropropane
BRL
ug/L
10
1.4
10
8260B
12/13/18 23:15
KDM
P81-0183
1,2,4-Trichlorobenzene
BRL
ug/L
10
1.3
10
8260B
12/13/18 23:15
KDM
P81-0183
1,2,4-Trimethyl benzene
BRL
ug/L
5.0
0.54
10
8260B
12/13/18 23:15
KDM
P81-0183
1,2-Dibromo-3-chloropropane
BRL
ug/L
20
1.7
10
8260B
12/13/18 23:15
KDM
P81-0183
1,2-Dibromoethane
BRL
ug/L
5.0
0.51
10
8260B
12/13/18 23:15
KDM
P81-0183
1,2-Dichlorobenzene
BRL
ug/L
5.0
0.76
10
8260B
12/13/18 23:15
KDM
P81-0183
1,2-Dichloroethane
BRL
ug/L
5.0
0.66
10
8260B
12/13/18 23:15
KDM
P81-0183
1,2-Dichloropropane
BRL
ug/L
5.0
1.1
10
8260B
12/13/18 23:15
KDM
P81-0183
1,3,5-Trimethyl benzene
BRL
ug/L
5.0
0.76
10
8260B
12/13/18 23:15
KDM
P81-0183
1,3-Dichlorobenzene
BRL
ug/L
5.0
0.54
10
8260B
12/13/18 23:15
KDM
P81-0183
1,3-Dichloropropane
BRL
ug/L
5.0
0.43
10
8260B
12/13/18 23:15
KDM
P81-0183
II A-Dichlorobenzene
BRL
ug/L
5.0
0.50
10
8260B
12/13/18 23:15
KDM
P81-0183
2,2-Dichloropropane
BRL
ug/L
20
1.1
10
8260B
12/13/18 23:15
KDM
P81-0183
2-Chlorotoluene
BRL
ug/L
5.0
0.66
10
8260B
12/13/18 23:15
KDM
P81-0183
4-Chlorotoluene
BRL
ug/L
5.0
0.50
10
8260B
12/13/18 23:15
KDM
P81-0183
4-Isopropyltoluene
BRL
ug/L
5.0
0.89
10
8260B
12/13/18 23:15
KDM
P81-0183
Acetone
BRL
ug/L
50
3.1
10
8260B
12/13/18 23:15
KDM
P81-0183
Acrolein
BRL
ug/L
200
2.0
10
8260B
12/13/18 23:15
KDM
P81-0183
Acrylonitrile
BRL
ug/L
200
2.0
10
8260B
12/13/18 23:15
KDM
P81-0183
Benzene
BRL
ug/L
5.0
0.48
10
8260B
12/13/18 23:15
KDM
P81-0183
Bromobenzene
BRL
ug/L
5.0
0.57
10
8260B
12/13/18 23:15
KDM
P81-0183
Bromochloromethane
BRL
ug/L
5.0
1.4
10
8260B
12/13/18 23:15
KDM
P81-0183
Bromodichloromethane
BRL
ug/L
5.0
0.62
10
8260B
12/13/18 23:15
KDM
P81-0183
Bromoform
BRL
ug/L
10
0.40
10
8260B
12/13/18 23:15
KDM
P81-0183
Bromomethane
BRL
ug/L
10
1.8
10
8260B
12/13/18 23:15
KDM
P81-0183
Carbon disulfide
BRL
ug/L
50
0.75
10
8260B
12/13/18 23:15
KDM
P81-0183
Carbon Tetrachloride
BRL
ug/L
5.0
1.1
10
8260B
12/13/18 23:15
KDM
P81-0183
Chlorobenzene
BRL
ug/L
5.0
0.62
10
8260B
12/13/18 23:15
KDM
P81-0183
Chloroethane
BRL
ug/L
5.0
2.2
10
8260B
12/13/18 23:15
KDM
P81-0183
Chloroform
BRL
ug/L
5.0
0.76
10
8260B
12/13/18 23:15
KDM
P81-0183
Chloromethane
BRL
ug/L
5.0
0.79
10
8260B
12/13/18 23:15
KDM
P81-0183
cis-1,2-Dichloroethylene
6600
ug/L
50
5.6
100
8260B
12/13/18 23:41
KDM
P81-0183
cis-1,3-Dichloropropylene
BRL
ug/L
5.0
0.79
10
8260B
12/13/18 23:15
KDM
P81-0183
Dibromochloromethane
BRL
ug/L
5.0
0.81
10
8260B
12/13/18 23:15
KDM
P81-0183
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 6 of 20

P R S M Laboratory Report
` Full -Service Analytical &
/ Environmental Solutions 12/20/2018
LABORATORIES INC.
Draper Arden Project: ALAMAC Client Sample ID: RW-2
Attn: Sean K. Jarvah Prism Sample ID: 8120115-02
1101 Nowell Road Prism Work Order: 8120115
Raleigh, NC 27607 Sample Matrix: Water Time Collected: 12/04/18 10:05
Time Submitted: 12/06/18 12:25
Parameter
Result
Units
Report
Limit
MDL
Dilution
Factor
Method
Analysis Analyst
Date/Time
Batch
ID
Dibromomethane
BRL
ug/L
5.0
0.65
10
8260B
12/13/18 23:15
KDM
P81-0183
Dichlorodifluoromethane
BRL
ug/L
10
1.1
10
8260B
12/13/18 23:15
KDM
P81-0183
Ethylbenzene
BRL
ug/L
5.0
0.61
10
8260B
12/13/18 23:15
KDM
P81-0183
Hexachlorobutadiene
BRL
ug/L
20
1.6
10
8260B
12/13/18 23:15
KDM
P81-0183
Isopropyl Ether
BRL
ug/L
5.0
0.50
10
8260B
12/13/18 23:15
KDM
P81-0183
Isopropylbenzene (Cumene)
BRL
ug/L
5.0
0.54
10
8260B
12/13/18 23:15
KDM
P81-0183
m,p-Xylenes
BRL
ug/L
10
1.2
10
8260B
12/13/18 23:15
KDM
P81-0183
Methyl Butyl Ketone (2-Hexanone)
BRL
ug/L
50
0.65
10
8260B
12/13/18 23:15
KDM
P81-0183
Methyl Ethyl Ketone (2-Butanone)
BRL
ug/L
50
2.4
10
8260B
12/13/18 23:15
KDM
P81-0183
Methyl Isobutyl Ketone
BRL
ug/L
50
0.78
10
8260B
12/13/18 23:15
KDM
P81-0183
Methylene Chloride
BRL
ug/L
10
0.83
10
8260B
12/13/18 23:15
KDM
P81-0183
Methyl-tert-Butyl Ether
BRL
ug/L
5.0
0.42
10
8260B
12/13/18 23:15
KDM
P81-0183
Naphthalene
9.1 J
ug/L
10
1.9
10
8260B
12/13/18 23:15
KDM
P81-0183
n-Butylbenzene
BRL
ug/L
10
0.76
10
8260B
12/13/18 23:15
KDM
P81-0183
n-Propylbenzene
BRL
ug/L
5.0
0.87
10
8260B
12/13/18 23:15
KDM
P81-0183
o-Xylene
BRL
ug/L
5.0
0.44
10
8260B
12/13/18 23:15
KDM
P81-0183
sec-Butylbenzene
BRL
ug/L
5.0
0.76
10
8260B
12/13/18 23:15
KDM
P81-0183
Styrene
BRL
ug/L
5.0
0.47
10
8260B
12/13/18 23:15
KDM
P81-0183
tert-Butylbenzene
BRL
ug/L
5.0
0.88
10
8260B
12/13/18 23:15
KDM
P81-0183
Tetrachloroethylene
140
ug/L
5.0
0.98
10
8260B
12/13/18 23:15
KDM
P81-0183
Toluene
BRL
ug/L
5.0
0.44
10
8260B
12/13/18 23:15
KDM
P81-0183
trans-1,2-Dichloroethylene
33
ug/L
5.0
0.94
10
8260B
12/13/18 23:15
KDM
P81-0183
trans-1,3-Dichloropropylene
BRL
ug/L
5.0
0.70
10
8260B
12/13/18 23:15
KDM
P81-0183
Trichloroethylene
250
ug/L
5.0
0.78
10
8260B
12/13/18 23:15
KDM
P81-0183
Trichlorofluoromethane
BRL
ug/L
5.0
0.62
10
8260B
12/13/18 23:15
KDM
P81-0183
Vinyl acetate
BRL
ug/L
20
0.60
10
8260B
12/13/18 23:15
KDM
P81-0183
Vinyl chloride
250
ug/L
5.0
0.97
10
8260B
12/13/18 23:15
KDM
P81-0183
Xylenes, total
BRL
ug/L
15
1.5
10
8260B
12/13/18 23:15
KDM
P81-0183
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
105 %
80-124
Dibromofluoromethane
101 %
75-129
Toluene-d8
100 %
77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 7 of 20

P R S M Laboratory Report
` Full -Service Analytical &
/ environmental Solutions 12/20/2018
LABORATORIES INC.
Draper Arden Project: ALAMAC Client Sample ID: RW-3
Attn: Sean K. Jarvah Prism Sample ID: 8120115-03
1101 Nowell Road Prism Work Order: 8120115
Raleigh, NC 27607 Sample Matrix: Water Time Collected: 12/04/18 10:15
Time Submitted: 12/06/18 12:25
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GC/MS
1,1,1,2-Tetrachloroethane
BRL
ug/L
0.50
0.11
1
8260B
12/13/18 21:31
KDM
P81-0183
1,1,1-Trichloroethane
1.2
ug/L
0.50
0.061
1
8260B
12/13/18 21:31
KDM
P81-0183
1,1,2,2-Tetrachloroethane
BRL
ug/L
0.50
0.036
1
8260B
12/13/18 21:31
KDM
P81-0183
1,1,2-Trichloroethane
BRL
ug/L
0.50
0.066
1
8260B
12/13/18 21:31
KDM
P81-0183
1,1-Dichloroethane
0.70
ug/L
0.50
0.083
1
8260B
12/13/18 21:31
KDM
P81-0183
1,1-Dichloroethylene
4.3
ug/L
0.50
0.083
1
8260B
12/13/18 21:31
KDM
P81-0183
1,1-Dichloropropylene
BRL
ug/L
0.50
0.051
1
8260B
12/13/18 21:31
KDM
P81-0183
1,2,3-Trichlorobenzene
BRL
ug/L
2.0
0.40
1
8260B
12/13/18 21:31
KDM
P81-0183
1,2,3-Trichloropropane
BRL
ug/L
1.0
0.14
1
8260B
12/13/18 21:31
KDM
P81-0183
1,2,4-Trichlorobenzene
0.34 J
ug/L
1.0
0.13
1
8260B
12/13/18 21:31
KDM
P81-0183
1,2,4-Trimethyl benzene
BRL
ug/L
0.50
0.054
1
8260B
12/13/18 21:31
KDM
P81-0183
1,2-Dibromo-3-chloropropane
BRL
ug/L
2.0
0.17
1
8260B
12/13/18 21:31
KDM
P81-0183
1,2-Dibromoethane
BRL
ug/L
0.50
0.051
1
8260B
12/13/18 21:31
KDM
P81-0183
1,2-Dichlorobenzene
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 21:31
KDM
P81-0183
1,2-Dichloroethane
BRL
ug/L
0.50
0.066
1
8260B
12/13/18 21:31
KDM
P81-0183
1,2-Dichloropropane
BRL
ug/L
0.50
0.11
1
8260B
12/13/18 21:31
KDM
P81-0183
1,3,5-Trimethyl benzene
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 21:31
KDM
P81-0183
1,3-Dichlorobenzene
BRL
ug/L
0.50
0.054
1
8260B
12/13/18 21:31
KDM
P81-0183
1,3-Dichloropropane
BRL
ug/L
0.50
0.043
1
8260B
12/13/18 21:31
KDM
P81-0183
1,4-Dichlorobenzene
0.82
ug/L
0.50
0.050
1
8260B
12/13/18 21:31
KDM
P81-0183
2,2-Dichloropropane
BRL
ug/L
2.0
0.11
1
8260B
12/13/18 21:31
KDM
P81-0183
2-Chlorotoluene
0.51
ug/L
0.50
0.066
1
8260B
12/13/18 21:31
KDM
P81-0183
4-Chlorotoluene
BRL
ug/L
0.50
0.050
1
8260B
12/13/18 21:31
KDM
P81-0183
4-Isopropyltoluene
BRL
ug/L
0.50
0.089
1
8260B
12/13/18 21:31
KDM
P81-0183
Acetone
BRL
ug/L
5.0
0.31
1
8260B
12/13/18 21:31
KDM
P81-0183
Acrolein
BRL
ug/L
20
0.20
1
8260B
12/13/18 21:31
KDM
P81-0183
Acrylonitrile
BRL
ug/L
20
0.20
1
8260B
12/13/18 21:31
KDM
P81-0183
Benzene
0.71
ug/L
0.50
0.048
1
8260B
12/13/18 21:31
KDM
P81-0183
Bromobenzene
BRL
ug/L
0.50
0.057
1
8260B
12/13/18 21:31
KDM
P81-0183
Bromochloromethane
BRL
ug/L
0.50
0.14
1
8260B
12/13/18 21:31
KDM
P81-0183
Bromodichloromethane
BRL
ug/L
0.50
0.062
1
8260B
12/13/18 21:31
KDM
P81-0183
Bromoform
BRL
ug/L
1.0
0.040
1
8260B
12/13/18 21:31
KDM
P81-0183
Bromomethane
BRL
ug/L
1.0
0.18
1
8260B
12/13/18 21:31
KDM
P81-0183
Carbon disulfide
BRL
ug/L
5.0
0.075
1
8260B
12/13/18 21:31
KDM
P81-0183
Carbon Tetrachloride
BRL
ug/L
0.50
0.11
1
8260B
12/13/18 21:31
KDM
P81-0183
Chlorobenzene
0.89
ug/L
0.50
0.062
1
8260B
12/13/18 21:31
KDM
P81-0183
Chloroethane
BRL
ug/L
0.50
0.22
1
8260B
12/13/18 21:31
KDM
P81-0183
Chloroform
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 21:31
KDM
P81-0183
Chloromethane
BRL
ug/L
0.50
0.079
1
8260B
12/13/18 21:31
KDM
P81-0183
cis-1,2-Dichloroethylene
1500
ug/L
25
2.8
50
8260B
12/14/18 22:09
KDM
P81-0183
cis-1,3-Dichloropropylene
BRL
ug/L
0.50
0.079
1
8260B
12/13/18 21:31
KDM
P81-0183
Dibromochloromethane
BRL
ug/L
0.50
0.081
1
8260B
12/13/18 21:31
KDM
P81-0183
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 8 of 20

P R S M Laboratory Report
` Full -Service Analytical &
/ Environmental Solutions 12/20/2018
LABORATORIES INC.
Draper Arden Project: ALAMAC Client Sample ID: RW-3
Attn: Sean K. Jarvah Prism Sample ID: 8120115-03
1101 Nowell Road Prism Work Order: 8120115
Raleigh, NC 27607 Sample Matrix: Water Time Collected: 12/04/18 10:15
Time Submitted: 12/06/18 12:25
Parameter
Result
Units
Report
Limit
MDL
Dilution
Factor
Method
Analysis Analyst
Date/Time
Batch
ID
Dibromomethane
BRL
ug/L
0.50
0.065
1
8260B
12/13/18 21:31
KDM
P81-0183
Dichlorodifluoromethane
BRL
ug/L
1.0
0.11
1
8260B
12/13/18 21:31
KDM
P81-0183
Ethylbenzene
BRL
ug/L
0.50
0.061
1
8260B
12/13/18 21:31
KDM
P81-0183
Hexachlorobutadiene
BRL
ug/L
2.0
0.16
1
8260B
12/13/18 21:31
KDM
P81-0183
Isopropyl Ether
BRL
ug/L
0.50
0.050
1
8260B
12/13/18 21:31
KDM
P81-0183
Isopropylbenzene (Cumene)
BRL
ug/L
0.50
0.054
1
8260B
12/13/18 21:31
KDM
P81-0183
m,p-Xylenes
0.47 J
ug/L
1.0
0.12
1
8260B
12/13/18 21:31
KDM
1381-0183
Methyl Butyl Ketone (2-Hexanone)
BRL
ug/L
5.0
0.065
1
8260B
12/13/18 21:31
KDM
P81-0183
Methyl Ethyl Ketone (2-Butanone)
BRL
ug/L
5.0
0.24
1
8260B
12/13/18 21:31
KDM
P81-0183
Methyl Isobutyl Ketone
BRL
ug/L
5.0
0.078
1
8260B
12/13/18 21:31
KDM
P81-0183
Methylene Chloride
BRL
ug/L
1.0
0.083
1
8260B
12/13/18 21:31
KDM
P81-0183
Methyl-tert-Butyl Ether
BRL
ug/L
0.50
0.042
1
8260B
12/13/18 21:31
KDM
P81-0183
Naphthalene
5.2
ug/L
1.0
0.19
1
8260B
12/13/18 21:31
KDM
P81-0183
n-Butylbenzene
BRL
ug/L
1.0
0.076
1
8260B
12/13/18 21:31
KDM
P81-0183
n-Propylbenzene
BRL
ug/L
0.50
0.087
1
8260B
12/13/18 21:31
KDM
P81-0183
o-Xylene
0.43 J
ug/L
0.50
0.044
1
8260B
12/13/18 21:31
KDM
P81-0183
sec-Butylbenzene
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 21:31
KDM
P81-0183
Styrene
BRL
ug/L
0.50
0.047
1
8260B
12/13/18 21:31
KDM
P81-0183
tert-Butylbenzene
BRL
ug/L
0.50
0.088
1
8260B
12/13/18 21:31
KDM
P81-0183
Tetrachloroethylene
7.2
ug/L
0.50
0.098
1
8260B
12/13/18 21:31
KDM
P81-0183
Toluene
0.37 J
ug/L
0.50
0.044
1
8260B
12/13/18 21:31
KDM
P81-0183
trans-1,2-Dichloroethylene
10
ug/L
0.50
0.094
1
8260B
12/13/18 21:31
KDM
P81-0183
trans-1,3-Dichloropropylene
BRL
ug/L
0.50
0.070
1
8260B
12/13/18 21:31
KDM
P81-0183
Trichloroethylene
11
ug/L
0.50
0.078
1
8260B
12/13/18 21:31
KDM
P81-0183
Trichlorofluoromethane
BRL
ug/L
0.50
0.062
1
8260B
12/13/18 21:31
KDM
P81-0183
Vinyl acetate
BRL
ug/L
2.0
0.060
1
8260B
12/13/18 21:31
KDM
P81-0183
Vinyl chloride
180
ug/L
5.0
0.97
10
8260B
12/13/18 21:57
KDM
P81-0183
Xylenes, total
0.90 J
ug/L
1.5
0.15
1
8260B
12/13/18 21:31
KDM
P81-0183
Surrogate
Recovery
Control Limits
4-Bromofluorobenzene
109 %
80-124
Dibromofluoromethane
100 %
75-129
Toluene-d8
101 %
77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 9 of 20

P R S M Laboratory Report
` Full -Service Analytical &
/ environmental Solutions 12/20/2018
LABORATORIES INC.
Draper Arden
Project: ALAMAC Client Sample ID: 2237 Alamac
Attn: Sean K. Jarvah
Prism Sample ID: 8120115-04
1101 Nowell Road
Prism Work Order: 8120115
Raleigh, NC 27607
Sample Matrix: Water Time Collected: 12/04/18 10:40
Time Submitted: 12/06/18 12:25
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GC/MS
1,1,1,2-Tetrachloroethane
BRL
ug/L
0.50
0.11
1
8260B
12/13/18 18:28
KDM
P81-0183
1,1,1-Trichloroethane
BRL
ug/L
0.50
0.061
1
8260B
12/13/18 18:28
KDM
P81-0183
1,1,2,2-Tetrachloroethane
BRL
ug/L
0.50
0.036
1
8260B
12/13/18 18:28
KDM
P81-0183
1,1,2-Trichloroethane
BRL
ug/L
0.50
0.066
1
8260B
12/13/18 18:28
KDM
P81-0183
1,1-Dichloroethane
BRL
ug/L
0.50
0.083
1
8260B
12/13/18 18:28
KDM
P81-0183
1,1-Dichloroethylene
BRL
ug/L
0.50
0.083
1
8260B
12/13/18 18:28
KDM
P81-0183
1,1-Dichloropropylene
BRL
ug/L
0.50
0.051
1
8260B
12/13/18 18:28
KDM
P81-0183
1,2,3-Trichlorobenzene
BRL
ug/L
2.0
0.40
1
8260B
12/13/18 18:28
KDM
P81-0183
1,2,3-Trichloropropane
BRL
ug/L
1.0
0.14
1
8260B
12/13/18 18:28
KDM
P81-0183
1,2,4-Trichlorobenzene
BRL
ug/L
1.0
0.13
1
8260B
12/13/18 18:28
KDM
P81-0183
1,2,4-Trimethyl benzene
BRL
ug/L
0.50
0.054
1
8260B
12/13/18 18:28
KDM
P81-0183
1,2-Dibromo-3-chloropropane
BRL
ug/L
2.0
0.17
1
8260B
12/13/18 18:28
KDM
P81-0183
1,2-Dibromoethane
BRL
ug/L
0.50
0.051
1
8260B
12/13/18 18:28
KDM
P81-0183
1,2-Dichlorobenzene
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 18:28
KDM
P81-0183
1,2-Dichloroethane
BRL
ug/L
0.50
0.066
1
8260B
12/13/18 18:28
KDM
P81-0183
1,2-Dichloropropane
BRL
ug/L
0.50
0.11
1
8260B
12/13/18 18:28
KDM
P81-0183
1,3,5-Trimethyl benzene
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 18:28
KDM
P81-0183
1,3-Dichlorobenzene
BRL
ug/L
0.50
0.054
1
8260B
12/13/18 18:28
KDM
P81-0183
1,3-Dichloropropane
BRL
ug/L
0.50
0.043
1
8260B
12/13/18 18:28
KDM
P81-0183
1,4-Dichlorobenzene
BRL
ug/L
0.50
0.050
1
8260B
12/13/18 18:28
KDM
P81-0183
2,2-Dichloropropane
BRL
ug/L
2.0
0.11
1
8260B
12/13/18 18:28
KDM
P81-0183
2-Chlorotoluene
BRL
ug/L
0.50
0.066
1
8260B
12/13/18 18:28
KDM
P81-0183
4-Chlorotoluene
BRL
ug/L
0.50
0.050
1
8260B
12/13/18 18:28
KDM
P81-0183
4-Isopropyltoluene
BRL
ug/L
0.50
0.089
1
8260B
12/13/18 18:28
KDM
P81-0183
Acetone
37
ug/L
5.0
0.31
1
8260B
12/13/18 18:28
KDM
P81-0183
Acrolein
BRL
ug/L
20
0.20
1
8260B
12/13/18 18:28
KDM
P81-0183
Acrylonitrile
BRL
ug/L
20
0.20
1
8260B
12/13/18 18:28
KDM
P81-0183
Benzene
BRL
ug/L
0.50
0.048
1
8260B
12/13/18 18:28
KDM
P81-0183
Bromobenzene
BRL
ug/L
0.50
0.057
1
8260B
12/13/18 18:28
KDM
P81-0183
Bromochloromethane
BRL
ug/L
0.50
0.14
1
8260B
12/13/18 18:28
KDM
P81-0183
Bromodichloromethane
BRL
ug/L
0.50
0.062
1
8260B
12/13/18 18:28
KDM
P81-0183
Bromoform
BRL
ug/L
1.0
0.040
1
8260B
12/13/18 18:28
KDM
P81-0183
Bromomethane
BRL
ug/L
1.0
0.18
1
8260B
12/13/18 18:28
KDM
P81-0183
Carbon disulfide
BRL
ug/L
5.0
0.075
1
8260B
12/13/18 18:28
KDM
P81-0183
Carbon Tetrachloride
BRL
ug/L
0.50
0.11
1
8260B
12/13/18 18:28
KDM
P81-0183
Chlorobenzene
BRL
ug/L
0.50
0.062
1
8260B
12/13/18 18:28
KDM
P81-0183
Chloroethane
BRL
ug/L
0.50
0.22
1
8260B
12/13/18 18:28
KDM
P81-0183
Chloroform
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 18:28
KDM
P81-0183
Chloromethane
BRL
ug/L
0.50
0.079
1
8260B
12/13/18 18:28
KDM
P81-0183
cis-1,2-Dichloroethylene
BRL
ug/L
0.50
0.056
1
8260B
12/13/18 18:28
KDM
P81-0183
cis-1,3-Dichloropropylene
BRL
ug/L
0.50
0.079
1
8260B
12/13/18 18:28
KDM
P81-0183
Dibromochloromethane
BRL
ug/L
0.50
0.081
1
8260B
12/13/18 18:28
KDM
P81-0183
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 10 of 20

P R S M Laboratory Report
` Full -Service Analytical &
/ Environmental Solutions 12/20/2018
LABORATORIES INC.
Draper Arden
Project: ALAMAC Client Sample ID: 2237 Alamac
Attn: Sean K. Jarvah
Prism Sample ID: 8120115-04
1101 Nowell Road
Prism Work Order: 8120115
Raleigh, NC 27607
Sample Matrix: Water Time Collected: 12/04/18 10:40
Time Submitted: 12/06/18 12:25
Parameter
Result
Units
Report
Limit
MDL
Dilution
Factor
Method
Analysis Analyst
Date/Time
Batch
ID
Dibromomethane
BRL
ug/L
0.50
0.065
1
8260B
12/13/18 18:28
KDM
P81-0183
Dichlorodifluoromethane
BRL
ug/L
1.0
0.11
1
8260B
12/13/18 18:28
KDM
P81-0183
Ethylbenzene
BRL
ug/L
0.50
0.061
1
8260B
12/13/18 18:28
KDM
P81-0183
Hexachlorobutadiene
BRL
ug/L
2.0
0.16
1
8260B
12/13/18 18:28
KDM
P81-0183
Isopropyl Ether
BRL
ug/L
0.50
0.050
1
8260B
12/13/18 18:28
KDM
P81-0183
Isopropylbenzene (Cumene)
BRL
ug/L
0.50
0.054
1
8260B
12/13/18 18:28
KDM
P81-0183
m,p-Xylenes
BRL
ug/L
1.0
0.12
1
8260B
12/13/18 18:28
KDM
P81-0183
Methyl Butyl Ketone (2-Hexanone)
BRL
ug/L
5.0
0.065
1
8260B
12/13/18 18:28
KDM
P81-0183
Methyl Ethyl Ketone (2-Butanone)
33
ug/L
5.0
0.24
1
8260B
12/13/18 18:28
KDM
P81-0183
Methyl Isobutyl Ketone
BRL
ug/L
5.0
0.078
1
8260B
12/13/18 18:28
KDM
P81-0183
Methylene Chloride
BRL
ug/L
1.0
0.083
1
8260B
12/13/18 18:28
KDM
P81-0183
Methyl-tert-Butyl Ether
BRL
ug/L
0.50
0.042
1
8260B
12/13/18 18:28
KDM
P81-0183
Naphthalene
BRL
ug/L
1.0
0.19
1
8260B
12/13/18 18:28
KDM
P81-0183
n-Butylbenzene
BRL
ug/L
1.0
0.076
1
8260B
12/13/18 18:28
KDM
P81-0183
n-Propylbenzene
BRL
ug/L
0.50
0.087
1
8260B
12/13/18 18:28
KDM
P81-0183
o-Xylene
BRL
ug/L
0.50
0.044
1
8260B
12/13/18 18:28
KDM
P81-0183
sec-Butylbenzene
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 18:28
KDM
P81-0183
Styrene
BRL
ug/L
0.50
0.047
1
8260B
12/13/18 18:28
KDM
P81-0183
tert-Butylbenzene
BRL
ug/L
0.50
0.088
1
8260B
12/13/18 18:28
KDM
P81-0183
Tetrachloroethylene
BRL
ug/L
0.50
0.098
1
8260B
12/13/18 18:28
KDM
P81-0183
Toluene
BRL
ug/L
0.50
0.044
1
8260B
12/13/18 18:28
KDM
P81-0183
trans-1,2-Dichloroethylene
BRL
ug/L
0.50
0.094
1
8260B
12/13/18 18:28
KDM
P81-0183
trans- 1,3-Dichloropropylene
BRL
ug/L
0.50
0.070
1
8260B
12/13/18 18:28
KDM
P81-0183
Trichloroethylene
BRL
ug/L
0.50
0.078
1
8260B
12/13/18 18:28
KDM
P81-0183
Trichlorofluoromethane
BRL
ug/L
0.50
0.062
1
8260B
12/13/18 18:28
KDM
P81-0183
Vinyl acetate
BRL
ug/L
2.0
0.060
1
8260B
12/13/18 18:28
KDM
P81-0183
Vinyl chloride
BRL
ug/L
0.50
0.097
1
8260B
12/13/18 18:28
KDM
P81-0183
Xylenes, total
BRL
ug/L
1.5
0.15
1
8260B
12/13/18 18:28
KDM
P81-0183
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
106 %
80-124
Dibromofluoromethane
95 %
75-129
Toluene-d8
101 %
77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 11 of 20

PRISMLaboratory Report
Full -Service Analytical &
Environmental Solutions 12/20/2018
LABORATORIES, INC.
Draper Arden Project: ALAMAC Client Sample ID: Trip Blank
Attn: Sean K. Jarvah Prism Sample ID: 8120115-05
1101 Nowell Road Prism Work Order: 8120115
Raleigh, NC 27607 Sample Matrix: Water Time Collected: 12/04/18 00:00
Time Submitted: 12/06/18 12:25
Parameter
Result
Units
Report
Limit
MDL
Dilution
Factor
Method
Analysis Analyst
Date/Time
Batch
ID
Volatile Organic Compounds by GC/MS
1, 1, 1,2-Tetrachloroethane
BRL
ug/L
0.50
0.11
1
8260B
12/13/18 15:26
KDM
P81-0183
1, 1, 1 -Trichloroethane
BRL
ug/L
0.50
0.061
1
8260B
12/13/18 15:26
KDM
P81-0183
1,1,2,2-Tetrachloroethane
BRL
ug/L
0.50
0.036
1
8260B
12/13/18 15:26
KDM
P81-0183
1,1,2-Trichloroethane
BRL
ug/L
0.50
0.066
1
8260B
12/13/18 15:26
KDM
P81-0183
1,1-Dichloroethane
BRL
ug/L
0.50
0.083
1
8260B
12/13/18 15:26
KDM
P81-0183
1,1-Dichloroethylene
BRL
ug/L
0.50
0.083
1
8260B
12/13/18 15:26
KDM
P81-0183
1, 1 -Dichloropropylene
BRL
ug/L
0.50
0.051
1
8260B
12/13/18 15:26
KDM
P81-0183
1,2,3-Trichlorobenzene
BRL
ug/L
2.0
0.40
1
8260B
12/13/18 15:26
KDM
P81-0183
1,2,3-Trichloropropane
BRL
ug/L
1.0
0.14
1
8260B
12/13/18 15:26
KDM
P81-0183
1,2,4-Trichlorobenzene
BRL
ug/L
1.0
0.13
1
8260B
12/13/18 15:26
KDM
P81-0183
1,2,4-Trimethylbenzene
BRL
ug/L
0.50
0.054
1
8260B
12/13/18 15:26
KDM
P81-0183
1,2-Dibromo-3-chloropropane
BRL
ug/L
2.0
0.17
1
8260B
12/13/18 15:26
KDM
P81-0183
1,2-Dibromoethane
BRL
ug/L
0.50
0.051
1
8260B
12/13/18 15:26
KDM
P81-0183
1,2-Dichlorobenzene
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 15:26
KDM
P81-0183
1,2-Dichloroethane
BRL
ug/L
0.50
0.066
1
8260B
12/13/18 15:26
KDM
P81-0183
1,2-Dichloropropane
BRL
ug/L
0.50
0.11
1
8260B
12/13/18 15:26
KDM
P81-0183
1,3,5-Trimethylbenzene
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 15:26
KDM
P81-0183
1,3-Dichlorobenzene
BRL
ug/L
0.50
0.054
1
8260B
12/13/18 15:26
KDM
P81-0183
1,3-Dichloropropane
BRL
ug/L
0.50
0.043
1
8260B
12/13/18 15:26
KDM
P81-0183
1,4-Dichlorobenzene
BRL
ug/L
0.50
0.050
1
8260B
12/13/18 15:26
KDM
P81-0183
2,2-Dichloropropane
BRL
ug/L
2.0
0.11
1
8260B
12/13/18 15:26
KDM
P81-0183
2-Chlorotoluene
BRL
ug/L
0.50
0.066
1
8260B
12/13/18 15:26
KDM
P81-0183
4-Chlorotoluene
BRL
ug/L
0.50
0.050
1
8260B
12/13/18 15:26
KDM
P81-0183
4-Isopropyltoluene
BRL
ug/L
0.50
0.089
1
8260B
12/13/18 15:26
KDM
P81-0183
Acetone
BRL
ug/L
5.0
0.31
1
8260B
12/13/18 15:26
KDM
P81-0183
Acrolein
BRL
ug/L
20
0.20
1
8260B
12/13/18 15:26
KDM
P81-0183
Acrylonitrile
BRL
ug/L
20
0.20
1
8260B
12/13/18 15:26
KDM
P81-0183
Benzene
BRL
ug/L
0.50
0.048
1
8260B
12/13/18 15:26
KDM
P81-0183
Bromobenzene
BRL
ug/L
0.50
0.057
1
8260B
12/13/18 15:26
KDM
P81-0183
Bromochloromethane
BRL
ug/L
0.50
0.14
1
8260B
12/13/18 15:26
KDM
P81-0183
Bromodichloromethane
BRL
ug/L
0.50
0.062
1
8260B
12/13/18 15:26
KDM
P81-0183
Bromoform
BRL
ug/L
1.0
0.040
1
8260B
12/13/18 15:26
KDM
P81-0183
Bromomethane
BRL
ug/L
1.0
0.18
1
8260B
12/13/18 15:26
KDM
P81-0183
Carbon disulfide
BRL
ug/L
5.0
0.075
1
8260B
12/13/18 15:26
KDM
P81-0183
Carbon Tetrachloride
BRL
ug/L
0.50
0.11
1
8260B
12/13/18 15:26
KDM
P81-0183
Chlorobenzene
BRL
ug/L
0.50
0.062
1
8260B
12/13/18 15:26
KDM
P81-0183
Chloroethane
BRL
ug/L
0.50
0.22
1
8260B
12/13/18 15:26
KDM
P81-0183
Chloroform
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 15:26
KDM
P81-0183
Chloromethane
BRL
ug/L
0.50
0.079
1
8260B
12/13/18 15:26
KDM
P81-0183
cis-1,2-Dichloroethylene
BRL
ug/L
0.50
0.056
1
8260B
12/13/18 15:26
KDM
P81-0183
cis-1,3-Dichloropropylene
BRL
ug/L
0.50
0.079
1
8260B
12/13/18 15:26
KDM
P81-0183
Dibromochloromethane
BRL
ug/L
0.50
0.081
1
8260B
12/13/18 15:26
KDM
P81-0183
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 12 of 20

P R S M Laboratory Report
` Full -Service Analytical &
/ Environmental Solutions 12/20/2018
LABORATORIES INC.
Draper Arden
Project: ALAMAC Client Sample ID: Trip Blank
Attn: Sean K. Jarvah
Prism Sample ID: 8120115-05
1101 Nowell Road
Prism Work Order: 8120115
Raleigh, NC 27607
Sample Matrix: Water Time Collected: 12/04/18 00:00
Time Submitted: 12/06/18 12:25
Parameter
Result
Units
Report
Limit
MDL
Dilution
Factor
Method
Analysis Analyst
Date/Time
Batch
ID
Dibromomethane
BRL
ug/L
0.50
0.065
1
8260B
12/13/18 15:26
KDM
P81-0183
Dichlorodifluoromethane
BRL
ug/L
1.0
0.11
1
8260B
12/13/18 15:26
KDM
P81-0183
Ethylbenzene
BRL
ug/L
0.50
0.061
1
8260B
12/13/18 15:26
KDM
P81-0183
Hexachlorobutadiene
BRL
ug/L
2.0
0.16
1
8260B
12/13/18 15:26
KDM
P81-0183
Isopropyl Ether
BRL
ug/L
0.50
0.050
1
8260B
12/13/18 15:26
KDM
P81-0183
Isopropylbenzene (Cumene)
BRL
ug/L
0.50
0.054
1
8260B
12/13/18 15:26
KDM
P81-0183
m,p-Xylenes
BRL
ug/L
1.0
0.12
1
8260B
12/13/18 15:26
KDM
P81-0183
Methyl Butyl Ketone (2-Hexanone)
BRL
ug/L
5.0
0.065
1
8260B
12/13/18 15:26
KDM
P81-0183
Methyl Ethyl Ketone (2-Butanone)
BRL
ug/L
5.0
0.24
1
8260B
12/13/18 15:26
KDM
P81-0183
Methyl Isobutyl Ketone
BRL
ug/L
5.0
0.078
1
8260B
12/13/18 15:26
KDM
P81-0183
Methylene Chloride
BRL
ug/L
1.0
0.083
1
8260B
12/13/18 15:26
KDM
P81-0183
Methyl-tert-Butyl Ether
BRL
ug/L
0.50
0.042
1
8260B
12/13/18 15:26
KDM
P81-0183
Naphthalene
BRL
ug/L
1.0
0.19
1
8260B
12/13/18 15:26
KDM
P81-0183
n-Butylbenzene
BRL
ug/L
1.0
0.076
1
8260B
12/13/18 15:26
KDM
P81-0183
n-Propylbenzene
BRL
ug/L
0.50
0.087
1
8260B
12/13/18 15:26
KDM
P81-0183
o-Xylene
BRL
ug/L
0.50
0.044
1
8260B
12/13/18 15:26
KDM
P81-0183
sec-Butylbenzene
BRL
ug/L
0.50
0.076
1
8260B
12/13/18 15:26
KDM
P81-0183
Styrene
BRL
ug/L
0.50
0.047
1
8260B
12/13/18 15:26
KDM
P81-0183
tert-Butylbenzene
BRL
ug/L
0.50
0.088
1
8260B
12/13/18 15:26
KDM
P81-0183
Tetrachloroethylene
BRL
ug/L
0.50
0.098
1
8260B
12/13/18 15:26
KDM
P81-0183
Toluene
BRL
ug/L
0.50
0.044
1
8260B
12/13/18 15:26
KDM
P81-0183
trans-1,2-Dichloroethylene
BRL
ug/L
0.50
0.094
1
8260B
12/13/18 15:26
KDM
P81-0183
trans-1,3-Dichloropropylene
BRL
ug/L
0.50
0.070
1
8260B
12/13/18 15:26
KDM
P81-0183
Trichloroethylene
BRL
ug/L
0.50
0.078
1
8260B
12/13/18 15:26
KDM
P81-0183
Trichlorofluoromethane
BRL
ug/L
0.50
0.062
1
8260B
12/13/18 15:26
KDM
P81-0183
Vinyl acetate
BRL
ug/L
2.0
0.060
1
8260B
12/13/18 15:26
KDM
P81-0183
Vinyl chloride
BRL
ug/L
0.50
0.097
1
8260B
12/13/18 15:26
KDM
P81-0183
Xylenes, total
BRL
ug/L
1.5
0.15
1
8260B
12/13/18 15:26
KDM
P81-0183
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
103 %
80-124
Dibromofluoromethane
97 %
75-129
Toluene-d8
98 %
77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 13 of 20

/r Full
-Service R I IS M Service Analytical
Environmental Solutions
LABORATORIES, INC.
Level II QC Report
12/20/18
Draper Arden Project: ALAMAC
Attn: Sean K. Jarvah
1101 Nowell Road
Raleigh, NC 27607
Volatile Organic Compounds by GC/MS - Quality Control
Prism Work Order: 8120115
Time Submitted: 12/6/2018 12:25:OOPM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P811_0183 - 5030B
Blank (P8L0183-BLK1)
Prepared & Analyzed: 12/13/18
1,1,1,2-Tetrachloroethane
BRL
0.50
ug/L
1,1,1-Trichloroethane
BRL
0.50
ug/L
1,1,2,2-Tetrachloroethane
BRL
0.50
ug/L
1,1,2-Trichloroethane
BRL
0.50
ug/L
1,1-Dichloroethane
BRL
0.50
ug/L
1,1-Dichloroethylene
BRL
0.50
ug/L
1,1-Dichloropropylene
BRL
0.50
ug/L
1,2,3-Trichlorobenzene
BRL
2.0
ug/L
1,2,3-Trichloropropane
BRL
1.0
ug/L
1,2,4-Trichlorobenzene
BRL
1.0
ug/L
1,2,4-Trimethyl benzene
BRL
0.50
ug/L
1,2-Dibromo-3-chloropropane
BRL
2.0
ug/L
1,2-Dibromoethane
BRL
0.50
ug/L
1,2-Dichlorobenzene
BRL
0.50
ug/L
1,2-Dichloroethane
BRL
0.50
ug/L
1,2-Dichloropropane
BRL
0.50
ug/L
1,3,5-Trimethyl benzene
BRL
0.50
ug/L
1,3-Dichlorobenzene
BRL
0.50
ug/L
1,3-Dichloropropane
BRL
0.50
ug/L
1,4-Dichlorobenzene
BRL
0.50
ug/L
2,2-Dichloropropane
BRL
2.0
ug/L
2-Chlorotoluene
BRL
0.50
ug/L
4-Chlorotoluene
BRL
0.50
ug/L
4-Isopropyltoluene
BRL
0.50
ug/L
Acetone
BRL
5.0
ug/L
Acrolein
BRL
20
ug/L
Acrylonitrile
BRL
20
ug/L
Benzene
BRL
0.50
ug/L
Bromobenzene
BRL
0.50
ug/L
Bromochloromethane
BRL
0.50
ug/L
Bromodichloromethane
BRL
0.50
ug/L
Bromoform
BRL
1.0
ug/L
Bromomethane
BRL
1.0
ug/L
Carbon disulfide
BRL
5.0
ug/L
Carbon Tetrachloride
BRL
0.50
ug/L
Chlorobenzene
BRL
0.50
ug/L
Chloroethane
BRL
0.50
ug/L
Chloroform
BRL
0.50
ug/L
Chloromethane
BRL
0.50
ug/L
cis-1,2-Dichloroethylene
BRL
0.50
ug/L
cis-1,3-Dichloropropylene
BRL
0.50
ug/L
Dibromochloromethane
BRL
0.50
ug/L
Dibromomethane
BRL
0.50
ug/L
Dichlorodifluoromethane
BRL
1.0
ug/L
Ethylbenzene
BRL
0.50
ug/L
Hexachlorobutadiene
BRL
2.0
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 14 of 20

P R 1 S M Full -Service Analytical s
Environmental Solutions
LABORATOR,
Level II QC Report
12/20/18
Draper Arden Project: ALAMAC Prism Work Order: 8120115
Attn: Sean K. Jarvah Time Submitted: 12/6/2018 12:25:OOPM
1101 Nowell Road
Raleigh, NC 27607
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch HUM - 5030B
Blank (1281-0183-BLK1)
Prepared & Analyzed: 12/13/18
Isopropyl Ether
BRL
0.50
ug/L
Isopropylbenzene (Cumene)
BRL
0.50
ug/L
m,p-Xylenes
BRL
1.0
ug/L
Methyl Butyl Ketone (2-Hexanone)
BRL
5.0
ug/L
Methyl Ethyl Ketone (2-Butanone)
BRL
5.0
ug/L
Methyl Isobutyl Ketone
BRL
5.0
ug/L
Methylene Chloride
BRL
1.0
ug/L
Methyl-tert-Butyl Ether
BRL
0.50
ug/L
Naphthalene
BRL
1.0
ug/L
n-Butylbenzene
BRL
1.0
ug/L
n-Propylbenzene
BRL
0.50
ug/L
o-Xylene
BRL
0.50
ug/L
sec-Butylbenzene
BRL
0.50
ug/L
Styrene
BRL
0.50
ug/L
tert-Butylbenzene
BRL
0.50
ug/L
Tetrachloroethylene
BRL
0.50
ug/L
Toluene
BRL
0.50
ug/L
trans-1,2-Dichloroethylene
BRL
0.50
ug/L
trans- 1,3-Dichloropropylene
BRL
0.50
ug/L
Trichloroethylene
BRL
0.50
ug/L
Trichlorofluoromethane
BRL
0.50
ug/L
Vinyl acetate
BRL
2.0
ug/L
Vinyl chloride
BRL
0.50
ug/L
Xylenes, total
BRL
1.5
ug/L
Surrogate:4-Bromofluorobenzene
51.6
ug/L
50.00 103 80-124
Surrogate: Dibromofluoromethane
48.1
ug/L
50.00 96 75-129
Surrogate: Toluene-d8
49.9
ug/L
50.00 100 77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 15 of 20

P R I IS M Full -Service Analytical &
Environmental Solutions
LABORATORIES, INC.
Level II QC Report
12/20/18
Draper Arden Project: ALAMAC Prism Work Order: 8120115
Attn: Sean K. Jarvah Time Submitted: 12/6/2018 12:25:OOPM
1101 Nowell Road
Raleigh, NC 27607
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P811-0183 - 5030B
LCS (P8L0183-BS1)
Prepared & Analyzed: 12/13/18
1,1,1,2-Tetrachloroethane
19.9
0.50
ug/L
20.00
99
79-134
1,1,1-Trichloroethane
18.7
0.50
ug/L
20.00
93
75-136
1,1,2,2-Tetrachloroethane
20.9
0.50
ug/L
20.00
105
62-127
1,1,2-Trichloroethane
21.6
0.50
ug/L
20.00
108
70-140
1,1-Dichloroethane
19.3
0.50
ug/L
20.00
96
78-130
1,1-Dichloroethylene
18.5
0.50
ug/L
20.00
92
70-154
1, 1 -Dichloropropylene
18.8
0.50
ug/L
20.00
94
71-136
1,2,3-Trichlorobenzene
19.5
2.0
ug/L
20.00
98
58-144
1,2,3-Trichloropropane
19.6
1.0
ug/L
20.00
98
71-127
1,2,4-Trichlorobenzene
20.3
1.0
ug/L
20.00
102
66-139
1,2,4-Trimethylbenzene
21.6
0.50
ug/L
20.00
108
75-133
1,2-Dibromo-3-chloropropane
18.0
2.0
ug/L
20.00
90
63-134
1,2-Dibromoethane
20.8
0.50
ug/L
20.00
104
77-135
1,2-Dichlorobenzene
20.2
0.50
ug/L
20.00
101
78-128
1,2-Dichloroethane
20.7
0.50
ug/L
20.00
103
68-131
1,2-Dichloropropane
21.0
0.50
ug/L
20.00
105
77-130
1,3,5-Trimethylbenzene
20.8
0.50
ug/L
20.00
104
75-131
1,3-Dichlorobenzene
20.1
0.50
ug/L
20.00
101
77-125
1,3-Dichloropropane
20.8
0.50
ug/L
20.00
104
76-132
1,4-Dichlorobenzene
20.0
0.50
ug/L
20.00
100
75-126
2,2-Dichloropropane
19.3
2.0
ug/L
20.00
96
29-149
2-Chlorotoluene
20.4
0.50
ug/L
20.00
102
74-126
4-Chlorotoluene
21.5
0.50
ug/L
20.00
108
78-129
4-Isopropyltoluene
20.8
0.50
ug/L
20.00
104
69-132
Acetone
38.3
5.0
ug/L
40.00
96
40-166
Acrolein
33.5
20
ug/L
40.00
84
70-130
Acrylonitrile
41.1
20
ug/L
40.00
103
81-127
Benzene
20.8
0.50
ug/L
20.00
104
77-128
Bromobenzene
20.6
0.50
ug/L
20.00
103
78-129
Bromochloromethane
20.0
0.50
ug/L
20.00
100
78-135
Bromodichloromethane
21.0
0.50
ug/L
20.00
105
76-138
Bromoform
18.7
1.0
ug/L
20.00
93
71-135
Bromomethane
16.9
1.0
ug/L
20.00
85
41-168
Carbon disulfide
19.8
5.0
ug/L
20.00
99
59-135
Carbon Tetrachloride
19.0
0.50
ug/L
20.00
95
72-142
Chlorobenzene
19.9
0.50
ug/L
20.00
99
78-119
Chloroethane
23.6
0.50
ug/L
20.00
118
57-142
Chloroform
21.6
0.50
ug/L
20.00
108
77-130
Chloromethane
17.3
0.50
ug/L
20.00
87
47-145
cis-1,2-Dichloroethylene
20.7
0.50
ug/L
20.00
104
76-141
cis-1,3-Dichloropropylene
19.7
0.50
ug/L
20.00
98
65-140
Dibromochloromethane
19.6
0.50
ug/L
20.00
98
75-134
Dibromomethane
21.2
0.50
ug/L
20.00
106
76-138
Dichlorodifluoromethane
15.5
1.0
ug/L
20.00
78
28-163
Ethylbenzene
20.4
0.50
ug/L
20.00
102
80-127
Hexachlorobutadiene
18.9
2.0
ug/L
20.00
95
61-134
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 16 of 20

P R 1 S M Full -Service Analytical s
Environmental Solutions
LABORATOR,
Level II QC Report
12/20/18
Draper Arden Project: ALAMAC
Attn: Sean K. Jarvah
1101 Nowell Road
Raleigh, NC 27607
Volatile Organic Compounds by GC/MS - Quality Control
Analyte
Batch HUM - 5030B
Reporting
Result Limit Units
Prism Work Order: 8120115
Time Submitted: 12/6/2018 12:25:OOPM
Spike Source %REC RPD
Level Result %REC Limits RPD Limit Notes
LCS (P8L0183-BS1)
Prepared & Analyzed: 12/13/18
Isopropyl Ether
20.2
0.50
ug/L
20.00
101
60-154
Isopropylbenzene (Cumene)
21.1
0.50
ug/L
20.00
105
70-130
m,p-Xylenes
41.2
1.0
ug/L
40.00
103
77-133
Methyl Butyl Ketone (2-Hexanone)
19.2
5.0
ug/L
20.00
96
64-137
Methyl Ethyl Ketone (2-Butanone)
20.2
5.0
ug/L
20.00
101
71-134
Methyl Isobutyl Ketone
19.9
5.0
ug/L
20.00
100
69-134
Methylene Chloride
20.3
1.0
ug/L
20.00
102
73-131
Methyl-tert-Butyl Ether
20.8
0.50
ug/L
20.00
104
68-135
Naphthalene
20.1
1.0
ug/L
20.00
101
64-136
n-Butylbenzene
21.8
1.0
ug/L
20.00
109
68-134
n-Propylbenzene
21.4
0.50
ug/L
20.00
107
72-132
o-Xylene
21.0
0.50
ug/L
20.00
105
78-128
sec-Butylbenzene
21.6
0.50
ug/L
20.00
108
71-131
Styrene
21.0
0.50
ug/L
20.00
105
78-129
tert-Butylbenzene
20.7
0.50
ug/L
20.00
103
70-132
Tetrachloroethylene
18.7
0.50
ug/L
20.00
93
80-129
Toluene
20.9
0.50
ug/L
20.00
105
76-131
trans-1,2-Dichloroethylene
20.8
0.50
ug/L
20.00
104
76-135
trans- 1,3-Dichloropropylene
19.3
0.50
ug/L
20.00
96
67-140
Trichloroethylene
20.5
0.50
ug/L
20.00
102
77-133
Trichlorofluoromethane
17.5
0.50
ug/L
20.00
88
62-148
Vinyl acetate
18.0
2.0
ug/L
20.00
90
34-167
Vinyl chloride
17.5
0.50
ug/L
20.00
88
57-141
Xylenes, total
62.3
1.5
ug/L
60.00
104
77-133
Surrogate:4-Bromofluorobenzene
51.4
ug/L
50.00
103
80-124
Surrogate: Dibromofluoromethane
50.3
ug/L
50.00
101
75-129
Surrogate: Toluene-d8
49.7
ug/L
50.00
99
77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 17 of 20

P R I IS M Full -Service Analytical &
Environmental Solutions
LABORATORIES, INC.
Level II QC Report
12/20/18
Draper Arden Project: ALAMAC Prism Work Order: 8120115
Attn: Sean K. Jarvah Time Submitted: 12/6/2018 12:25:OOPM
1101 Nowell Road
Raleigh, NC 27607
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P811-0183 - 5030B
LCS Dup (P81-0183-13SD1)
Prepared & Analyzed: 12/13/18
1,1,1,2-Tetrachloroethane
19.4
0.50
ug/L
20.00
97
79-134
3
20
1,1,1-Trichloroethane
18.2
0.50
ug/L
20.00
91
75-136
3
20
1,1,2,2-Tetrachloroethane
21.2
0.50
ug/L
20.00
106
62-127
1
20
1,1,2-Trichloroethane
21.7
0.50
ug/L
20.00
109
70-140
0.4
20
1,1-Dichloroethane
18.8
0.50
ug/L
20.00
94
78-130
3
20
1,1-Dichloroethylene
17.8
0.50
ug/L
20.00
89
70-154
4
20
1, 1 -Dichloropropylene
18.5
0.50
ug/L
20.00
92
71-136
2
20
1,2,3-Trichlorobenzene
20.1
2.0
ug/L
20.00
100
58-144
3
20
1,2,3-Trichloropropane
19.7
1.0
ug/L
20.00
98
71-127
0.7
20
1,2,4-Trichlorobenzene
19.6
1.0
ug/L
20.00
98
66-139
4
20
1,2,4-Trimethylbenzene
20.7
0.50
ug/L
20.00
104
75-133
4
20
1,2-Dibromo-3-chloropropane
18.6
2.0
ug/L
20.00
93
63-134
4
20
1,2-Dibromoethane
20.8
0.50
ug/L
20.00
104
77-135
0.3
20
1,2-Dichlorobenzene
19.5
0.50
ug/L
20.00
97
78-128
3
20
1,2-Dichloroethane
20.5
0.50
ug/L
20.00
102
68-131
0.8
20
1,2-Dichloropropane
20.5
0.50
ug/L
20.00
103
77-130
2
20
1,3,5-Trimethylbenzene
19.9
0.50
ug/L
20.00
99
75-131
5
20
1,3-Dichlorobenzene
20.0
0.50
ug/L
20.00
100
77-125
0.8
20
1,3-Dichloropropane
20.7
0.50
ug/L
20.00
103
76-132
0.4
20
1,4-Dichlorobenzene
19.3
0.50
ug/L
20.00
96
75-126
3
20
2,2-Dichloropropane
17.6
2.0
ug/L
20.00
88
29-149
9
20
2-Chlorotoluene
19.6
0.50
ug/L
20.00
98
74-126
4
20
4-Chlorotoluene
20.3
0.50
ug/L
20.00
102
78-129
6
20
4-Isopropyltoluene
20.0
0.50
ug/L
20.00
100
69-132
4
20
Acetone
40.8
5.0
ug/L
40.00
102
40-166
6
20
Acrolein
33.0
20
ug/L
40.00
83
70-130
1
20
Acrylonitrile
42.2
20
ug/L
40.00
105
81-127
2
20
Benzene
20.4
0.50
ug/L
20.00
102
77-128
2
20
Bromobenzene
20.0
0.50
ug/L
20.00
100
78-129
3
20
Bromochloromethane
20.5
0.50
ug/L
20.00
102
78-135
2
20
Bromodichloromethane
20.4
0.50
ug/L
20.00
102
76-138
3
20
Bromoform
18.4
1.0
ug/L
20.00
92
71-135
1
20
Bromomethane
18.9
1.0
ug/L
20.00
95
41-168
11
20
Carbon disulfide
18.6
5.0
ug/L
20.00
93
59-135
6
20
Carbon Tetrachloride
18.5
0.50
ug/L
20.00
92
72-142
3
20
Chlorobenzene
19.6
0.50
ug/L
20.00
98
78-119
1
20
Chloroethane
22.2
0.50
ug/L
20.00
111
57-142
6
20
Chloroform
20.9
0.50
ug/L
20.00
104
77-130
3
20
Chloromethane
13.9
0.50
ug/L
20.00
69
47-145
22
20 D
cis-1,2-Dichloroethylene
20.2
0.50
ug/L
20.00
101
76-141
2
20
cis-1,3-Dichloropropylene
19.2
0.50
ug/L
20.00
96
65-140
2
20
Dibromochloromethane
19.8
0.50
ug/L
20.00
99
75-134
0.7
20
Dibromomethane
20.6
0.50
ug/L
20.00
103
76-138
3
20
Dichlorodifluoromethane
15.1
1.0
ug/L
20.00
76
28-163
2
20
Ethylbenzene
20.1
0.50
ug/L
20.00
101
80-127
1
20
Hexachlorobutadiene
18.4
2.0
ug/L
20.00
92
61-134
3
20
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 18 of 20

P R 1 S M Full -Service Analytical s
Environmental Solutions
LABORATOR,
Level II QC Report
12/20/18
Draper Arden Project: ALAMAC Prism Work Order: 8120115
Attn: Sean K. Jarvah Time Submitted: 12/6/2018 12:25:OOPM
1101 Nowell Road
Raleigh, NC 27607
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch HUM - 5030B
LCS Dup (P8L0183-BSD1)
Prepared & Analyzed: 12/13/18
Isopropyl Ether
19.6
0.50
ug/L
20.00
98
60-154
3
20
Isopropylbenzene (Cumene)
19.9
0.50
ug/L
20.00
100
70-130
6
20
m,p-Xylenes
41.0
1.0
ug/L
40.00
102
77-133
0.7
20
Methyl Butyl Ketone (2-Hexanone)
20.8
5.0
ug/L
20.00
104
64-137
8
20
Methyl Ethyl Ketone (2-Butanone)
21.6
5.0
ug/L
20.00
108
71-134
7
20
Methyl Isobutyl Ketone
21.4
5.0
ug/L
20.00
107
69-134
7
20
Methylene Chloride
19.4
1.0
ug/L
20.00
97
73-131
5
20
Methyl-tert-Butyl Ether
21.0
0.50
ug/L
20.00
105
68-135
1
20
Naphthalene
20.5
1.0
ug/L
20.00
102
64-136
2
20
n-Butylbenzene
20.7
1.0
ug/L
20.00
103
68-134
5
20
n-Propylbenzene
20.5
0.50
ug/L
20.00
102
72-132
4
20
o-Xylene
20.4
0.50
ug/L
20.00
102
78-128
3
20
sec-Butylbenzene
20.2
0.50
ug/L
20.00
101
71-131
7
20
Styrene
20.8
0.50
ug/L
20.00
104
78-129
0.5
20
tert-Butylbenzene
20.1
0.50
ug/L
20.00
100
70-132
3
20
Tetrachloroethylene
18.4
0.50
ug/L
20.00
92
80-129
1
20
Toluene
20.2
0.50
ug/L
20.00
101
76-131
4
20
trans-1,2-Dichloroethylene
20.3
0.50
ug/L
20.00
102
76-135
3
20
trans- 1,3-Dichloropropylene
19.1
0.50
ug/L
20.00
96
67-140
1
20
Trichloroethylene
20.1
0.50
ug/L
20.00
100
77-133
2
20
Trichlorofluoromethane
17.5
0.50
ug/L
20.00
87
62-148
0.2
20
Vinyl acetate
18.1
2.0
ug/L
20.00
90
34-167
0.5
20
Vinyl chloride
17.3
0.50
ug/L
20.00
87
57-141
1
20
Xylenes, total
61.4
1.5
ug/L
60.00
102
77-133
1
20
Surrogate:4-Bromofluorobenzene
51.7
ug/L
50.00
103
80-124
Surrogate: Dibromofluoromethane
50.2
ug/L
50.00
100
75-129
Surrogate: Toluene-d8
49.8
ug/L
50.00
100
77-123
Sample Extraction Data
Prep Method: 5030B
Lab Number Batch Initial Final DatelTime
8120115-01
P81_0183
10
mL
10 mL
12/13/18 10:05
8120115-01
P81_0183
10
mL
10 mL
12/13/18 10:05
8120115-02
P81_0183
10
mL
10 mL
12/13/18 10:05
8120115-02
P81_0183
10
mL
10 mL
12/13/18 10:05
8120115-03
P81_0183
10
mL
10 mL
12/13/18 10:05
8120115-03
P81_0183
10
mL
10 mL
12/13/18 10:05
8120115-03
P81_0183
10
mL
10 mL
12/13/18 10:05
8120115-04
P81_0183
10
mL
10 mL
12/13/18 10:05
8120115-05
P81_0183
10
mL
10 mL
12/13/18 10:05
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 19 of 20

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C
Microbac Laboratories, Inc. - Fayetteville
CERTIFICATE OF ANALYSIS
K8C0073
Alamac American Knits - Lumb
Mr. Cleve Collins
Post Office Box 1347
Lumberton, NC 28359
Analytical Testing Parameters
Client Sample ID: Effluent 001, Composite
Sample Matrix: Aqueous
Lab Sample ID: K800073-01
Metals Result
Method: Metals Aqueous/EPA 200.7 Rev 4.4 1994
Chromium 0.0005
Project Name: WW samples - Qrtly, 001
Project / PO Number: 2041451
Received: 03/20/2018
Reported: 04/04/2018
Collected By: Collins
Collection Date: 03/20/2018 8:15
MDL RL Units Note Prepared Analyzed Analyst
0.0003 0.001 mg/L 03/26/18 1528 03/26/18 1528 TAB
Client Sample ID: Effluent 001, Grab
Sample Matrix: Aqueous Collected By: Collins
Lab Sample ID: KBC0073-02 Collection Date: 03/20/2018 8:15
Metals Result MDL
Method: Metals Aqueous/EPA 200.7 Rev 4.4 1994
Copper <0.001 0.001
Zinc 0.021 0.005
RL
Units
Note Prepared
Analyzed
Analyst
0.005
mg/L
03/26/18 1532
03/26/18 1532
TAB
0.010
mg/L
03/26/18 1532
03/26/18 1532
TAB
Analyses Subcontracted to: ECI
Wet Chemistry Result MDL RL Units Note Prepared Analyzed Analyst
Method: *** DEFAULT SPECIFIC METHOD ***
Sulfide 0.02 0.0088 0.01 mg/L 03/26/18 0000 TD
__volatile Organics-Spec/MS
Method: E624
1,1,1-Trichloroethane
Carbon tetrachloride
cis-1,2-Dichloroethene
Tetra chloroethene
Trichloroethene
Vinyl chloride
Surrogate: 1,2-Dichloroethane-d4
Surrogate: 4-Bromofluorobenzene
Surrogate: Toluene-d8
Analyses Subcontracted to: Microbac Laboratories, Inc. - Ohio Valley
Result
MDL
RL
Units Note
Prepared Analyzed
Analyst
<0.250
0.250
1.00
ug/L
03/22/18 1757
TMB
<0.250
0.250
1.00
ug/L
03/22/18 1757
TMB
<0.250
0.250
1.00
ug/L
03/22/18 1757
TMB
<0.250
0.250
1.00
ug/L
03/22/18 1757
TMB
<0.250
0.250
1.00
ug/L
03/22/18 1757
TMB
<0.250
0.250
1.00
ug/L
03/22/18 1757
TMB
109
Limit: 63-140
% Rec
03/22/18 1757
TMB
98.2
Limit: 54-123
% Rec
03/22/18 1757
TMB
100
Limit: 53-142
% Rec
03/22/18 1757
TMB
Microbac Laboratories, Inc.
2592 Hope Mills Rd I Fayetteville, NC 28306 1910.864.1920 p I www.microbac.com Page 1 of 3

Alamac American Knits - Lumb
Mr. Cleve Collins
Post Office Box 1347
Lumberton, NC 28359
Analytical Testing Parameters
MICRO "'
Microbac Laboratories, Inc. - Fayetteville
CERTIFICATE OF ANALYSIS
K8F0211
Project Name: WW samples - Qrtly, 001
Project / PO Number: 2041451
Received: 06/19/2018
Reported: 06/29/2018
Client Sample ID: Effluent 001, Composite
Sample Matrix: Aqueous Collected By: C:;ollins
Lab Sample ID: K8F0211-01 Collection Date: 06/19/2018 8:10
Method: E200.7
Chromium, Total
Analyses Subcontracted to: Microbac Laboratories, Inc. - Ohio Valley
Result MDL RL Units Note Prepared Analyzed Analyst
<0.00250 0.00250 0.00500 mg/L 06/26/18 0657 06/27/18 1754 LSJ
Client Sample ID: Effluent 001, Grab
Sample Matrix: Aqueous
Lab Sample ID: KBF021'1-02
Method: E200.7
Copper, Total
Zinc, Total
Method: E420.1
Phenolics, Total
Sulfide
Method: A450OF
Sulfide
Collected By: Collins
Collection Date: 06/19/2018 8:30
I
Analyses Subcontracted to: Microbac Laboratories, Inc. - Ohio Valley
Result MDL RL Units
Note Prepared Analyzed Analyst
0.0184 0.00250 0.00500 mg/L
06/26/18 0657 06/27/18 1758 LSJ
0.0205 0.0100 0,0200 mg/L
06/26/18 0657 06/27/18 1758 LSJ
<3.00
3.00
5.00
ug/L
06/26/18 1345
EPT
Result
MDL
RL
Units
Note Prepared Analyzed
Analyst
<1.00
1.00
1.00
mg/L
06/26/18 0825
DLP
Volatile Organics-Spec/MS
Result
MDL
RL
Units Note
Prepared Analyzed
Analyst
Method: 624.1
1,1,1-Trichloroethane
<0.250
0.250
1.00
ug/L
06/26/18 1745
TMB
Carbon tetrachloride
<0.250
0.250
1.00
ug/L
06/26/18 1745
TMB
cis-1,2-Dichloroethene
<0.250
0.250
1.00
t/g/L
06/26/18 1745
TMB
Tetra chloroethene
<0.250
0.250
1.00
ug/L
06/26/18 1745
TMB
Trichloroethene
<0.250
0.250
1.00
ug/L
061261181745
TMB
Vinyl chloride
<0.250
0.250
1.00
ug/L
06/26/18 1745
TMB
Surrogate: 1,2-Dichloroethane-d4
100
Limit: 63-140
% Rec
06/26/18 1745
TMB
Surrogate: 4-Bromofluorobenzene
104
Limit: 60-140
% Rec
06/26/18 1745
TMB
Surrogate: Toluene-d8
101
Limit: 60-140
% Rec
06/26/18 1745
TMB
Microbac Laboratories, Inc.
2592 Hope Mills Rd I Fayetteville, NC 28306 1910.864.1920 p I www.microbac.com Page 1 of 2

iCB.`
Microbac Laboratories, Inc. - Fayetteville
CERTIFICATE OF ANALYSIS
K810119
Alamac American Knits - Lumb Project Name: WW samples - Qrtly, 001
Mr. Cleve Collins Project / PO Number: 2041451
Post Office Box 1347 Received: 10/23/2018
Lumberton. NC 28359 Reported: 11/12/2018
Analytical Testing Parameters
Client Sample ID: Elfluenl 001, Composite
Sample Matrix: Aqueous Collected By: Collins
Lab Sample ID: K8101,19-01 Collection Date: 10/23/2018 8:17
Analyses Subcontracted to: Microbac Laboratories, Inc. - Ohio Valley
Result MDL RL Units Note Prepared Analyzed Analyst
Method: EPA200.7
Chromium, Total
<0.00250
0.00250
0.00500
mg/L
10/29/18 0706
11/01/18 0326
LSJ
Client Sample ID: Effluent 001, Crab
Sample Matrix: Aqueous
Collected By: Collins
Lab Sample ID: K810119-02
Collection Date: 10/23/2018 8:30
Analyses Subcontracted to: ECI
Wet Chemistry
Result
MDL
RL
Units
Note Prepared
Analyzed
Analyst
Method: *** DEFAULT SPECIFIC METHOD ***
Sulfide
<0.01
mg/L
11/07/18 0000
MO
Analyses
Subcontracted
to: Microbac Laboratories,
Inc.
- Ohio Valley
Result
MDL
RL
Units
Note Prepared
Analyzed
Analyst
Method: EPA200.7
Copper, Total
0.0122
0.00250
0.00500
mg/L
10/29/18 0706
11/01/18 0337
LSJ
Zinc, Total
0.0139
0.0100
0.0200
mg/L
J 10/29/18 0706
11/01/18 0337
LSJ
Method: EPA420.1
Phenolics, Total
14.2
3.33
5.56
ug/L
10/23/18 0830
11/08/18 1015
DLP
Volatile Organics-Spec/MS
Result
MDL
RL
Units
Note Prepared
Analyzed
Analyst
Method: EPA624.1
1,1,1-Trichloroethane
<0.250
0.250
1.00
ug/L
10/23/18 0830
10/30/18 0108
JDS
Carbon tetrachloride
<0.250
0.250
1.00
ug/L
10/23/18 0830
10/30/18 0108
JDS
CIS-1,2-Dichloroethene
<0.250
0.250
1.00
ug/L
10/23/18 0830
10/30/18 0108
JDS
Tetrachloroethene
<0.250
0.250
1.00
ug/L
10/23/18 0830
10/30/18 0108
JDS
Trichloroethene
<0.250
0.250
1.00
ug/L
10/23/18 0830
10/30/18 0108
JDS
Vinyl chloride
<0.250
0.250
1.00
ug/L
10/23/18 0830
10/30/18 0108
JDS
Surrogate: 1,2-Dichloroethane-d4
104
Limit: 63-140
% Rec
10/23/18 0830
10/30/18 0108
JDS
Surrogate: 4-13romofluorobenzene
105
Limit: 60-140
% Rec
10/23/18 0830
10/30/18 0108
JDS
Surrogate: Toluene-d8
105
Limit: 60-140
% Rec
10/23/18 0830
10/30/18 0108
JDS
Microbac Laboratories,
Inc.
2692 Hope Mills
Rd I Fayetteville, NC
28306 1910.864.1920 p
I www.microbac.com
I Page 1 of 3

Microbac Laboratories, Inc. - Fayetteville
CERTIFICATE OF ANALYSIS
KBL0078
Ala mac American Knits - Lumb
Mr. Cleve Collins
Post Office Box 1347
Lumberton, NC 2B359
Analytical Testing Parameters
C11ant Sample ID: �Lflluen1 0G'7 , CnmVo,,iie - -
Sample Matrlx: Aqueous
Lab Sample 10, K6L007845t
Project Name: WW samples - Ortly, 001
Project t PO Number:2041451
Received-. 12/0412018
Reported: 1213112018
Collected By: Collin
Collection Date: 12,11422018 3:15
Volatile Organics-SpeclAlS T
!
Result
MDL
RL
Units Note— Prepared
Analyzed
Andfyst
Method: EPA624.1
"-
1,1,1-Trichlorcethane
<0.250
0.250
1,00
ugfL
121 WIS 200e
Jos
Carbon telrachloride
<0.250
0.250
1.00
uglL
12010/10 2009
JDS
cis-1,2-CichDoroethene
<0.250
0.250
1.00
ugA-
12l10l10 2009
JOS
Telrachloroelhene
a0.250
0.250
1.00
uglL
121108 2009
JDS
Trlchkwoethene
c0,250
0,250
1.00
uglL
12(T0118 2000
JDS
Vinyl chloride
<0,250
0,250
1-00
ugrL
IV10118 2009
JDS
Surrogate; 1,2-❑ichlornethane-d4
102
Limit- 63.140
% Rec
12l10118 2008
JDS
Surrogate. 4-Bromoiluorobenaene
97.2
Limit 60-140
% Rec
12110J1$ 2009
Jos
Microbac
Lahoratories,
Inc.
2592 Hope
Mills Rd I Fayetteville, NC
26306 1910.854,1920 p I www.microbac.com
Page 1 of 3
r

APPENDIX C
MONTHLY RECOVERY WELL FLOW REPORTS

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: January
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2 WELL #3 WELL #3
INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM
4342889
281564
76017875
01
0825
4344915
2056 / 1.55
284663
3099 / 4.03
76025468
7593 / 6.06
02
0750
4347212
2297 / 1.67
288259
3596 / 4.11
76034135
8667 / 5.97
03
0755
4349714
2502/1.53
292192
3933/4.36
76043513
9378/6.03
04
0725
4351583
1869/1.45
295427
3235/4.35
76051138
7625/5.95
05
0800
4353620
2037 / 1.47
299298
3871 / 4.27
76059758
8620 / 5.93
06
1035
4355921
2301 / 1.46
303262
3964 / 4.33
76069492
9734 / 5.96
07
1040
4357775
1854 / 1.09
306854
3592 / 4.51
76077869
8377 / 6.02
08
0740
4359188
1413 / 0.98
310544
3690 / 4.35
76086462
8593 / 5.96
09
0800
4362338
3150 / 2.42
313974
3430 / 4.33
76094492
8030 / 5.97
10
0800
4365859
3521 / 2.49
317551
3577 / 4.27
76102987
8495 / 5.97
11
0750
4369477
3618 / 2.44
321151
3600 / 4.15
76111654
8667 / 6.02
12
0750
4372918
3441 / 2.50
324602
3451 / 4,15
76120063
8409 / 5.96
13
1010
4376813
3895 / 2.43
328403
3801 / 3.99
76129626
10437 / 5.96
14
1038
4380376
3563 / 2.36
331774
3371 / 3.80
76138388
8762 / 6.02
15
0745
4383522
3146 / 2.43
334803
3029 / 3.99
76146130
7742 / 5.98
16
0750
4387201
3679 / 2.44
338417
3614 / 4.11
76155205
9075 / 6.01
17
0750
4390553
3352 / 2.44
341683
3266 / 4.22
76163414
8209 / 6.03
18
0756
4394308
3755 / 2.56
345338
3655 / 4.09
76172531
9117 / 6.00
19
0800
4397717
3409 / 2.33
348711
3373 / 4.21
76180877
8346 / 6.05
20
0800
4401113
3396 / 2.31
352239
3528 / 4.12
76189591
8714 / 5.97
21
1050
4404914
3801 / 2.40
356241
4002 / 4.04
76199501
9910 / 5.99
22
0800
4407880
2966 / 2.40
359307
3066 / 4.09
76207182
7681 / 6.01
23
0750
4411129
3249 / 2.16
362716
3409 / 4.10
76215824
8642 / 6.01
24
0801
4414174
3045 / 2.11
366072
3356 / 4.03
76224457
8633 / 5.94
25
0752
4417241
3067 / 2.09
369466
3394 / 3.91
76233181
8724 / 6.01
26
0754
4420078
2837 / 2.06
372664
3198 / 3 84
76241366
8185 / 6.04
27
0955
4423296
3218 / 1.82
376548
3884 / 4.05
76251283
9917 / 6.02
28
1055
4426094
2798 / 1.77
380079
3531 / 3 91
76260413
9130 / 6.02
29
0755
4428523
2429 / 1.80
383167
3088 / 4.10
76268363
7950 / 6.01
30
0700
4430952
2429 / 1.79
386255
3088 / 4.03
76276312
7949 / 6.05
31
0751
4433594
2642 / 1.79
389722
3467 / 4.14
76285072
8760 / 6.04
COMMENTS:
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: February
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2 WELL #3 WELL #3
INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM
4433594
389722
76285072
01 0750
4436060
2466 / 1.72
393156
3434 / 4.02
76293700
8628 / 5.97
02 0948
4438591
2531 / 1.71
396654
3498 / 4.02
76302502
8802 / 5.96
03 0920
4441204
2613 / 1.67
400203
3549 / 4.02
76311421
8919 / 6.01
04 1005
4444070
2866 / 2.14
403854
3651 / 3.94
76320504
9083 / 5.99
05 0744
4446711
2641 / 2.17
406835
2981 / 3.95
76327852
7348 / 5.94
06 0750
4450065
3354 / 1.99
410664
3829 / 4.13
76337336
9484 / 5.94
07 0747
4452883
2818 / 1.99
413915
3251 / 3.88
76345488
8152 / 5.94
08 0752
4455622
2739 / 1.90
417277
3362 / 3.86
76354009
8521 / 5.86
09 0800
4458267
2645 / 1.79
420626
3349 / 4.14
76362568
8559 / 5.95
10 0830
4461817
3550 / 2.55
423929
3303 / 3.96
76370985
8417 / 5.96
11 0955
4465507
3690 / 2.49
427446
3517 / 3.79
76380047
9062 / 5.93
12 0750
4468516
3009 / 2.15
430405
2959 / 3.59
76387824
7777 / 5.96
13 0800
4471866
3350 / 2.15
433860
3455 / 3.77
76397029
9205 / 5.96
14 0750
4474823
2957 / 2.11
437044
3184 / 3.91
76405437
8408 / 5.98
15 0750
4477899
3076 / 2.05
440415
3371 / 3.91
76414280
8843 / 6.01
16 0758
4480819
2920 / 2.05
443639
3224 / 3.73
76422805
8525 / 5.97
17 0801
4483630
2811 / 2.03
446750
3111 / 3.75
76431101
8296 / 5.93
18 0950
4486676
3046 / 2.04
450278
3528 / 3.76
76440486
9385 / 6.01
19 0759
4489277
2601 / 2.10
453231
2953 / 3.61
76448753
8267 / 6.01
20 0750
4492334
3057 / 1.97
456722
3491 / 3.66
76457592
8839 / 6.01
21 0750
4495795
3461 / 2.36
459793
3071 / 3.74
76465795
8203 / 6.00
22 0740
4499205
3410 / 2.36
463024
3231 / 3.65
76474549
8754 / 6.00
23 0750
4502419
3214 / 2.06
466191
3167 / 3.50
76483221
8672 / 6.05
24 0750
4505578
3159 / 2.16
469379
3188 / 3.63
76491958
8737 / 6.00
25 1210
4509245
3667 / 2.29
472981
3602 / 3.54
76501867
9909 / 5.95
26 0758
4511994
2749 / 2.23
475656
2675 / 3.67
76509234
7367 / 5.97
27 0750
4515179
3185 / 2.25
478851
3195 / 3.78
76517967
8733 / 5.99
28 0750
4518279
3100 / 2.24
481913
3062 / 3.67
76526215
8248 / 5.97
COMMENTS:
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: March
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2 WELL #3 WELL #3
INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM
4518279
481913
76526215
01
0746
4521559
3280 / 2.16
485135
3222 / 3.71
76534834
8619 / 6.01
02
0747
4524836
3277 / 2.28
488398
3263 / 3.60
76543589
8755 / 6.01
03
0920
4528308
3472 / 2.29
491773
3375 / 3.75
76552603
9014 / 5.97
04
1158
4531864
3556 / 2.19
495327
3554 / 3.67
76561940
9337 / 5.96
05
0745
4534746
2882 / 2.00
498503
3176 / 3.80
76570207
8267 / 5.90
06
0745
4537628
2882/1.86
501679
3176/3.92
76578474
8267/5.91
07
0744
4540303
2675 / 1.93
504819
3140 / 3.87
76586568
8094 / 5.93
08
0742
4540473
0170 / 0.00
508035
3216 / 4.04
76594826
8258 / 5.93
09
0750
4540473
0000 / 0.00
511471
3436 / 4.08
76603444
8618 / 5.91
10
1040
4540473
0000 / 0.00
515211
3740 / 5.92
76612770
9326 / 5.92
11
1045
4540473
0000 / 0.00
518325
3114 / 3.79
76620633
7863 / 5.84
12
0740
4540473
0000 / 0.00
521279
2954 / 3.80
76628152
7519 / 5.97
13
0747
4540473
0000 / 0.00
524941
3662 / 3.94
76637197
9045 / 5.85
14
0741
4540473
0000 / 0.00
528290
3349 / 3.92
76645401
8204 / 5.81
15
0758
4540473
0000 / 0.00
531666
3376 / 4.16
76653774
8373 / 5.82
16
0745
4540473
0000 / 0.00
535139
3473 / 3.97
76662387
8613 / 5.83
17
1100
4540473
0000 / 0.00
538547
3408 / 3.86
76670969
8582 / 5.91
18
1100
4540473
0000 / 0.00
542203
3656 / 3.79
76679397
8428 / 5.83
19
0741
4540473
0000 / 0.00
545084
2881 / 3.57
76687826
8429 / 5.84
20
0744
4540473
0000 / 0.00
548166
3082 / 3.72
76695884
8058 / 5 96
21
0740
4540473
0000 / 0.00
551580
3414 / 3.72
76704872
8988 / 5.91
22
0744
4540473
0000 / 0.00
554734
3154 / 4.07
76712984
8112 / 5.90
23
0742
4540473
0000 / 0.00
558048
3314 / 3.87
76721461
8477 / 5.84
24
1015
4540473
0000 / 0.00
561637
3589 / 3.84
76730673
9212 / 5.84
25
1057
4540473
0000 / 0.00
565122
3485 / 3.84
76739565
8892 / 5.81
26
0742
4540473
0000 / 0.00
567764
2642 / 3.56
76746473
3908 / 5.83
27
0746
4540473
0000 / 0.00
571291
3527 / 5.87
76755783
9310 / 5 87
28
0741
4540473
0000 / 0.00
574281
2990 / 3.72
76763700
7917 / 5.83
29
0740
4540473
0000 / 0.00
577508
3227 / 3.67
76772355
8655 / 5.84
30
0744
4540473
0000 / 0.00
580391
2883 / 3.54
76780283
7928 / 5.82
31
1058
4540473
0000 / 0.00
583847
3456 / 3.56
76789900
9617 / 5.84
COMMENTS: REMEDIATION WELL #1 REMOVED FOR REPAIRS 3/16/18.
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: April
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2 WELL #3 WELL #3
INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM
4540473
583847
76789900
01
0950
4540473
0.00 / 0000
586623
2776 / 3.69
76797660
7760 / 5.86
02
0740
4540473
0.00 / 0000
589553
2930 / 3.53
76805887
8227 / 5.86
03
0744
4540473
0.00 / 0000
592770
3217 / 3.51
76815036
9149 / 5.80
04
0744
4540473
0.00 / 0000
595302
2532 / 3.34
76822320
7284 / 5.87
05
0741
4540473
0.00 / 0000
598375
3073 / 3.45
76831262
8924 / 5.79
06
0747
4540473
0.00 / 0000
601264
2889 / 3.41
73839639
8377 / 5.83
07
0825
4540473
0.00 / 0000
604033
2769 / 3.43
76847631
7992 / 5.86
08
1120
4540473
0.00 / 0000
607432
3399 / 3.68
76857267
9636 / 5.93
09
0747
4540473
0.00 / 0000
610139
2707 / 3.43
76864801
7534 / 5.67
10
0746
4540473
0.00 / 0000
613181
3042 / 3.59
76873139
8338 / 5.92
11
0744
4540473
0.00 / 0000
616247
3066 / 3.69
76881532
8393 / 5.84
12
0742
4540473
0.00 / 0000
619451
3204 / 3.52
76890349
8817 / 5.81
13
0744
4540473
0.00 / 0000
622307
2856 / 3.52
76898331
7982 / 5.78
14
1025
4540473
0.00 / 0000
625570
3263 / 3.50
76907540
9209 / 5.82
15
1257
4540473
0.00 / 0000
628790
3220 / 3.47
76916796
9256 / 5.86
16
1600
4540473
0.00 / 0000
632102
3312 / 3.24
76926421
9626 / 5.89
17
0746
4540473
0.00 / 0000
634128
2026 / 3.49
76932281
5860 / 5.90
18
0741
4540473
0.00 / 0000
637058
2930 / 3.59
76940730
8449 / 5.85
19
0740
4540473
0.00 / 0000
640022
2964 / 3.57
76949306
8576 / 5.86
20
0744
4540473
0.00 / 0000
642817
2795 / 3.37
76957561
8255 / 5.92
21
1100
4540473
0.00 / 0000
645946
3129 / 3.31
76966739
9178 / 5.86
22
1256
4540473
0.00 / 0000
649059
3113 / 3.20
76975895
9156 / 5.83
23
0740
4540473
0.00 / 0000
651187
2128 / 3.25
76982192
6297 / 5.86
24
0755
4540473
0.00 / 0000
654257
3070 / 3.44
76991051
8859 / 5.89
25
0750
4540473
0.00 / 0000
657301
3044 / 3.43
76999712
8661 / 5.91
26
0741
4540473
0.00 / 0000
660390
3089 / 3.39
77008594
8882 / 5.87
27
0740
4540473
0.00 / 0000
663152
2762 / 3.31
77016695
8101 / 5.86
28
0825
4540473
0.00 / 0000
665914
2762 / 3.29
77024796
8101 / 5.81
29
1040
4540473
0.00 / 0000
668927
3013 / 3.20
77033774
8978 / 5.82
30
0742
4540473
0.00 / 0000
671650
2723 / 3.37
77041960
8186 / 5.85
COMMENTS:
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: May
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2 WELL #3 WELL #3
INTEGRAT. GPD / GPM INTEGRAT, GPD / GPM INTEGRAT. GPD / GPM
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
4540473
671650
77041965
0747
4540473
MAFUNCTION
674447
2827 / 3.14
77050381
8416 / 5.83
0747
4540473
MAFUNCTION
377228
2781 / 3.19
77058784
8403 / 5.82
0740
4540473
MAFUNCTION
679968
2740 / 3.22
77067149
8365 / 5.86
0802
4540473
MAFUNCTION
682903
2935 / 3.11
77075772
8623 / 5.80
0950
4540473
MAFUNCTION
685537
2634 / 3.12
77084394
8622 / 5.80
1025
4540473
MAFUNCTION
688407
2870 / 3.17
77093377
8983 / 5.82
0748
4540473
MAFUNCTION
690697
2290 / 3.03
77100576
7199 / 5.83
0740
4540473
MAFUNCTION
693404
2707 / 3.28
77109049
8473 / 5.97
0747
4540473
MAFUNCTION
696200
2796 / 3.12
77117811
8762 / 5.82
0742
4540473
MAFUNCTION
698946
2746 / 3.08
77126472
8661 / 5.86
0751
4540473
MAFUNCTION
701520
2574 / 3.09
77134663
8191 / 5.98
0850
4540473
MAFUNCTION
704272
2752 / 3.03
77143527
8864 / 5.90
0856
4540473
MAFUNCTION
706836
2564 / 3.09
77151883
8356 / 5.92
0748
4540473
MAFUNCTION
709545
2709 / 2.95
77160797
8914 / 5.91
0745
4540473
MAFUNCTION
712122
2577 / 2.93
77169299
8502 / 5.85
0804
4540473
MAFUNCTION
714700
2578 / 3.05
77177801
8502 / 5.86
0747
4540473
MAFUNCTION
717206
2506 / 3.10
77185940
8129 / 5.93
0756
4540473
MAFUNCTION
720000
2794 / 3.15
77194866
8926 / 5.94
1130
4540473
MAFUNCTION
722846
2846 / 3.13
77203862
8996 / 5.93
1058
4540473
MAFUNCTION
725661
2815 / 3.25
77212670
8808 / 5.90
0748
4540473
MAFUNCTION
727830
2169 / 3.04
77219530
6860 / 5.91
0741
4540473
MAFUNCTION
731226
3396 / 3.04
77228320
3790 / 5.91
0747
4540473
MAFUNCTION
733299
2073 / 2.90
77237109
8789 / 5.88
0750
4540473
MAFUNCTION
735753
2454 / 3.10
77245125
8016 / 5.84
0740
4540473
MAFUNCTION
738438
2685 / 3.81
77253842
8717 / 5.84
1300
4540473
MAFUNCTION
741412
2974 / 3.09
77263603
9761 / 5.87
1025
4540473
MAFUNCTION
743998
2586 / 2.95
77272104
8501 / 5.89
1040
4540473
MAFUNCTION
746518
2520 / 2.91
77280397
8293 / 5.87
0748
4540473
MAFUNCTION
748779
2261 / 3.04
77287707
7310 / 5.96
0745
4540473
MAFUNCTION
751427
2648 / 3.01
77296317
8610 / 5.94
0750
4540473
MAFUNCTION
754054
2627 / 3.13
77304782
8465 / 5.92
COMMENTS:
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: June
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2 WELL #3 WELL #3
INTEGRAT. GPD/GPM INTEGRAT. GPD/GPM INTEGRAT, GPD/GPM
4540473
754054
77304782
01
0751
4540473
MALFUNCTION
756871
2817 / 3.14
77313879
9097 / 5.84
02
1058
4540473
MALFUNCTION
759697
2826 / 3.04
77323154
9275 / 5.98
03
1147
4540473
MALFUNCTION
762337
2640 / 2.89
77331972
8818 / 5.86
04
0750
4540473
MALFUNCTION
764470
2133 / 2.99
77339173
7201 / 5.84
05
0740
4540473
MALFUNCTION
766790
2320 / 2.98
77347058
7885 / 5.81
06
0744
4540473
MALFUNCTION
769488
2698 / 5.77
77356085
9027 / 5.77
07
0745
4540473
MALFUNCTION
771960
2472 / 5.78
77364479
8394 / 5.76
08
0747
4540473
MALFUNCTION
774433
2473 / 2.90
77372873
8394 / 5.77
09
1129
4540473
MALFUNCTION
777013
2580 / 2.92
77381604
8731 / 5.75
10
1158
4540473
MALFUNCTION
779542
2529 / 2.95
77390274
8670 / 5.93
11
0744
4540473
MALFUNCTION
781603
2061 / 2.99
77397423
7149 / 5.89
12
0740
4540475
MALFUNCTION
784460
2857 / 3.12
77407251
9828 / 5.97
13
0740
4540475
MALFUNCTION
786714
2254 / 3.01
77414712
7461 / 6.04
14
0741
4540475
MALFUNCTION
788894
2180 / 2.52
77423380
8668 / 5.97
15
0752
4540475
MALFUNCTION
791038
2144 / 2.44
77432180
8800 / 5.97
16
1105
4540475
MALFUNCTION
793294
2256 / 2.30
77441676
8866 / 6.02
17
0759
4540475
MALFUNCTION
795454
2160 / 2.32
77450945
9269 / 5.98
18
0747
4540475
MALFUNCTION
797148
1694 / 2.17
77458319
7374 / 5.97
19
0744
4540475
MALFUNCTION
797148
0000 / 0.00
77467322
9003 / 5.98
20
0744
4540475
MALFUNCTION
798062
09145 / 0.00
77476325
9003 / 7.00
21
0746
4540475
MALFUNCTION
799644
3582 / 1.65
77486057
9732 / 5.99
22
0744
4540475
MALFUNCTION
801622
1978 / 2.42
77492940
6883 / 5.98
23
0850
4540475
MALFUNCTION
803763
2141 / 3.01
77501094
8154 / 5.91
24
1200
4540475
MALFUNCTION
806053
2290 / 2.15
77511170
10076 / 5.91
25
0740
4540475
MALFUNCTION
807996
1943 / 2.57
77518779
7609 / 5.90
26
0744
4540475
MALFUNCTION
809938
1942 / 2.57
77526388
7609 / 5.91
27
0742
4540475
MALFUNCTION
812188
2250 / 2.37
77535560
9172 / 5.93
28
0744
4540475
MALFUNCTION
813881
1693 / 1.69
77543908
8348 / 5.97
29
0758
4540475
MALFUNCTION
814956
1075 / 2.26
77552485
8577 / 5.91
30
0855
4540475
MALFUNCTION
816198
1242 / 0.00
77561098
8613 / 5.91
COMMENTS:
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH:
July
DATE
TIME
WELL #1
WELL #1
WELL #2
WELL #2
WELL #3
WELL #3
INTEGRAT.
GPD / GPM
INTEGRAT.
GPD / GPM
INTEGRAT.
GPD / GPM
4540475
816198
77561098
01
0740
4540475
0.00 / 0000
820433
4235 / 4.31
77571332
10234 / 5.92
02
0750
4540475
0.00 / 0000
823589
3156 / 3.83
77578904
7572 / 6.00
03
0740
4540475
0.00 / 0000
826700
3111 / 3.76
77587043
8139 / 5.96
04
0744
4540475
0.00 / 0000
829694
2994 / 3.69
77594950
7907 / 5.92
05
0747
4540475
0.00 / 0000
832937
3243 / 3.82
77603445
8495 / 5.92
06
0745
4540475
0.00 / 0000
836592
3655 / 4.04
77612581
9136 / 6.00
07
1020
4540475
0.00 / 0000
840057
3465 / 3.62
77621506
8925 / 5.94
08
1155
4540477
0.00 / 0000
843252
3195 / 3.62
77630386
8880 / 5.92
09
0734
4540477
0.00 / 0000
845730
2478 / 2.99
77637429
7043 / 5.89
10
0741
4540477
0.00 / 0000
848412
2682 / 5.77
77646289
8860 / 5.77
11
0800
4540475
0.00 / 0000
851322
2910 / 5.70
77655808
9519 / 5.90
12
1400
4540475
0.00 / 0000
854232
2910 / 3.84
77665327
9519 / 6.14
13
0747
4546926
6451 / 4.57
856260
2028 / 2.77
77672210
6883 / 6.36
14
0955
4553938
7012 / 4.34
858795
2535 / 2.91
77682169
9959 / 6.24
15
1215
4560694
6756 / 4.29
861484
2689 / 2.85
77691798
9629 / 6.22
16
0750
4565473
4779 / 4.14
863470
1986 / 3.34
77698803
7005 / 6.23
17
0755
4571440
5967 / 4.06
866160
2690 / 3.03
77707842
9039 / 6.09
18
0742
4577391
5951 / 4.04
868853
2693 / 3.11
77717030
9188 / 6.32
19
0745
4583230
5839 / 4.03
871511
2658 / 3.19
77726100
9070 / 6.27
20
0740
4588932
5693 / 3.83
874191
2680 / 3.01
77735083
8983 / 6.29
21
1000
4594844
5912 / 4.00
877067
2876 / 3.25
77744454
9371 / 6.24
22
1057
4600428
5584 / 3.92
879747
2680 / 3.16
77753297
8843 / 6.24
23
0740
4606012
5584 / 390
882426
2679 / 3.06
77762141
8844 / 6.24
24
0742
4611958
5946 / 3.88
885470
3044 / 3.42
77771746
9605 / 6.30
25
0740
4617238
5280 / 3.83
888216
2746 / 3.39
77780316
8570 / 6.11
26
0741
4622573
5335 / 3 89
891001
2785 / 3.43
77788869
8553 / 6.11
27
0744
4628274
5701 / 3.85
893995
2994 / 3.32
77797996
9127 / 6.13
28
1410
4635070
6796 / 3.86
897581
3586 / 3.61
77808884
10888 / 6.17
29
1355
4640224
5154 / 3.75
900170
2589 / 3.10
77817386
8502 / 6.42
30
0743
4645670
5446 / 3.84
902834
2664 / 2.91
77826567
9181 / 6.41
31
0748
4650049
4379 / 3.82
904826
1992 / 3.06
77833838
7271 / 6.37
COMMENTS:
REMEDIATION WELL #1 RETURNED TO SERVICE 7/13/18
REPLACED
MOTOR AND PUMPEND.
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: August
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2 WELL #3 WELL #3
INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM
4650049
904826
77833838
01 0745
4655935
5886 / 3.77
907507
2681 / 2.77
77843588
09750 / 6.29
02 0740
4661190
5255 / 3.54
909856
2349 / 3.12
77852203
08615 / 6.16
03 0745
4666337
5147 / 3.61
912493
2637 / 3.11
77861316
09113 / 6.26
04 1044
4672033
5696 / 3.52
915495
3002 / 3.17
77871519
10203 / 6.41
05 1050
4677536
5503 / 3.86
918105
2610 / 2.93
77880610
09091 / 6.28
06 0740
4682685
5149 / 3.81
920494
2389 / 3.21
77889031
08421 / 6.21
07 0748
4688461
5776 / 3.76
923137
2643 / 2.98
77898549
09518 / 6.17
08 0744
4688978
0517 / 3.88
923371
0234 / 3.18
77899407
00858 / 7.16
09 0744
4694037
5059 / 3.79
926320
2949 / 3.99
77908536
09129 / 6.80
10 0744
4700085
6048 / 3.55
930509
4189 / 3.98
77919424
01088 / 7.10
11 1355
4706134
6049 / 3.75
934699
4190 / 4.51
77930312
01088 / 7.10
12 1358
4711326
5192 / 3.63
938568
3869 / 4.72
77939615
09303 / 6.54
13 0746
4715399
4073 / 3.70
941651
3083 / 4.99
77947052
07437 / 6.76
14 0740
4720912
5513 / 3.67
946032
4381 / 4.93
77957159
10107 / 6.62
15 0742
4725942
5030 / 3.64
950075
4043 / 4.76
77966294
09135 / 6.57
16 0741
4731309
5367 / 3.56
954330
4255 / 4.84
77976010
09716 / 6.52
17 0751
4736926
5617 / 3.59
958750
4420 / 4.84
77986262
10252 / 6.59
18 1355
4742775
5849 / 3.56
963365
4615 / 4.79
77996974
10712 / 6.52
19 1257
4747626
4851 / 3.50
967232
3867 / 4.74
78005963
08989 / 6.52
20 0740
4751550
3924 / 3.49
970389
3157 / 4.77
78013399
07436 / 6.62
21 0740
4756510
4960 / 3.50
974434
4045 / 4.61
78022771
09372 / 6.62
22 0744
4761657
5147 / 3.43
978718
4284 / 4.95
78032587
09816 / 6.56
23 0740
4766129
4472 / 3.22
982655
3937 / 4.91
78041429
08842 / 6.36
24 0745
4771366
5237 / 3.28
987333
4678 / 3.28
78051860
1043 / 6.61
25 1357
4776959
5593 / 3.23
992354
5021 / 4.65
78061178
14339 / 6.74
26 1258
4778592
1633 / 3.14
996529
4175 / 4.80
78070347
09169 / 5.86
27 0741
4784879
6287 / 3.18
999533
3004 / 4.83
78078620
08273 / 6.37
28 0748
4789463
4584 / 3.17
1003896
4363 / 4.74
78087902
09282 / 6.29
29 0740
4794073
4610 / 2.92
1008130
4234 / 4.56
78097332
09430 / 6.17
30 0740
4798288
4215 / 2.95
1012065
3935 / 4.50
78106098
087696 / 6.15
31 1410
4803303
5015 / 2.92
1016850
4785 / 4.62
78116560
10462 / 6.04
COMMENTS:
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: September
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2 WELL #3 WELL #3
INTEGRAT. GPD / GPM INTEGRAT, GPD / GPM INTEGRAT. GPD / GPM
4803303
1016850
78116560
01 0930 4806626 3323 / 2.80
1020039 3189 / 4.67
78123558 06998 / 5.98
02 0950 4810871 4245 / 2.78
1024262 4223 / 4.67
78132803 09245 / 6.00
03 0958 4814643 3772 / 2.64
1026090 1828 / 4.82
78141133 08330 / 5.92
04 0742 4818427 3784 / 2.57
1031982 5892 / 4.57
78149497 08364 / 5.91
05 0740 4821987 3560 / 2.67
1035681 3699 / 4.70
78157379 07882 / 5.76
06 0740 4825894 3907/2.69
1039551 3870/4.76
78165988 08609/5.84
07 0743 4829657 3763 / 2.62
1043701 4150 / 4.78
78174294 08306 / 5.73
08 1000 4833441 3784 / 2.00
1047717 4016 / 4.55
78182654 08360 / 5.65
09 1050 4837471 4030 / 2.51
1051979 4262 / 4.44
78191490 08836 / 5.53
10 0744 4840740 2999 / 21.53
1055387 3408 / 4.36
78198694 07204 / 5.65
11 0751 4844478 3738 / 2.50
1059323 3936 / 4.38
78206907 08213 / 4.62
12 0751 4848055 3577 / 2.046
1063136 3813 / 4.41
78214779 07872 / 4.43
13 0750 4851886 3831 / 2.45
1067270 4134 / 4.76
78223231 08452 / 4.33
14 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
15 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
16 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
17 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
18 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
19 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
20 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
21 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
22 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
23 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
24 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
25 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
26 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
27 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
28 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
29 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
30 HURRICANE FLORENCE / ELECTRICAL
POWER FAILURE
COMMENTS:
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: October
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2 WELL #3 WELL #3
INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM
4851886
1067270
78223231
01
1130
4855539
3653 / 3.41
1070581
3311 / 2 55
78231197
07966 / 6.80
02
0758
4859192
3653 / 3.41
1073893
3312 / 2.51
78239163
07966 / 6.85
03
0745
4864509
5317/3.60
1076174
2281/2.61
78249427
10264/6.84
04
0742
4869622
5113 / 3.56
1078243
2069 / 2.30
78259255
09828 / 6.85
05
0740
4874780
5158 / 3.61
1080245
2002 / 2.19
78269093
09838 / 6.77
06
1250
4881190
6410 / 3.60
1082667
2412 / 2.31
78281398
12305 / 6.91
07
1148
4885935
4745 / 3.57
1084482
1826 / 2.77
78290540
09142 / 6.85
08
0742
4889964
4029 / 3.52
1086037
1555 / 2.28
78298328
07788 / 6.92
09
0741
4895056
5092 / 3.50
1087781
1744 / 2.00
78308194
098966 / 6.92
10
0740
4900149
5093 / 3 53
1089524
1743 / 1.91
78318060
09866 / 6.90
11
0745
4905532
5383 / 3.56
1091256
1732 / 1.87
78328438
10378 / 6.88
12
0744
4911196
5664/4.56
1092926
1670/1.87
78338657
10219/6.88
13
0955
4917998
6802 / 4.42
1094680
1754 / 1.94
78349211
10564 / 6.90
14
1126
4924317
6319 / 4.34
1096295
1615 / 1.84
78359093
09882 / 6.83
15
0750
4929751
5434 / 4.25
1097646
1351 / 1.71
78367700
08607 / 6.84
16
0741
4936317
6566 / 4.26
1099198
1552 / 1.67
78378226
10526 / 6.83
17
0743
4942328
6011 / 4.27
1100553
1355 / 1.65
78387953
09727 / 6.92
18
0741
4948183
5855 / 4.17
1101886
1333 / 1.63
78397517
09564 / 6 84
19
0741
4954293
6110 / 4.09
1103337
1451 / 1.77
78407506
09989 / 6.85
20
0958
4960500
6207 / 4.10
1104847
1510 / 1.69
78417793
10287 / 6.84
21
1256
4966793
6293 / 3.70
1106476
1629 / 1.73
78428986
11193 / 6.83
22
0744
4971150
4357 / 3.68
1107697
1221 11.66
78436980
07994 / 6.85
23
0740
4976183
5033 / 3.61
1109132
1435 / 1.75
78446395
09415 / 6.81
24
0740
4981511
5328 / 3.64
1110648
1516 / 1.75
78456415
10020 / 6.81
25
0740
4986647
5136 / 3.64
1112136
1488 / 1.84
78466162
09747 / 6.79
26
0745
4991976
5329 / 3.64
1113743
1607 / 1 96
78476225
10163 / 6 77
27
1000
4997082
5106 / 3.33
1115643
1900 / 2.07
78486529
10304 / 6.94
28
1300
5002675
5593 / 3.19
1117786
2143 / 2.40
78497960
11431 / 6.77
29
0754
5006196
3521 / 3.27
1119329
1543 / 2.31
78505217
07257 / 6.74
30
0740
5010976
4780 / 3.20
1121362
2067 / 2.37
78515073
09856 / 6.77
31
0745
5015644
4668 / 3.29
1123322
1960 / 2.32
78524739
09666 / 6.79
COMMENTS:
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: November
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2 WELL #3 WELL #3
INTEGRAT, GPD / GPM INTEGRAT. GPD / GPM INTEGRAT. GPD / GPM
5015644
1123322
78524739
01
0748
5020270
4626 / 3.21
1125231
1909 / 2.21
78534353
09614 / 6.71
02
0745
5024813
4543 / 3.20
1127113
1882 / 2.13
78543905
09552 / 6.74
03
1058
5030012
5199 / 2.13
1129161
2048 / 2.13
78554855
10950 / 6.69
04
1257
5035313
5301 / 3.18
1131555
2394 / 2.42
78566038
11183 / 6.79
05
0750
5039242
3929 / 2.11
113298
1743 / 2.20
78574337
08299 / 6 55
06
0745
5043171
3929 / 3.15
1135040
1742 / 2,23
78582637
08300 / 6.51
07
0750
5047714
4543 / 3.12
1136979
1939 / 2.17
78592156
09519 / 6.49
08
0750
5052077
4363 / 3.08
1138855
1876 / 2.27
78601455
09299 / 6.53
09
0740
5056629
4552 / 3.03
1140848
1993 / 2.23
78611237
09782 / 6.46
10
1258
5060895
4266 / 2.60
1142894
2046 / 2.20
78621072
09835 / 6.56
11
1157
5065160
4265 / 2.61
1144941
2047 / 2.26
78630908
09836 / 6.46
12
0750
5068902
3742 / 2 84
1146839
18898 / 2 35
78639704
08796 / 6.50
13
0800
5072721
3819 / 2.77
1148819
1980 / 2.40
78648667
08963 / 6.58
14
0800
5076660
3939 / 2.60
1150893
2074 / 2 35
78658267
09600 / 6.52
15
0750
5080424
3764 / 2.60
1153051
2158 / 2.30
78667624
09357 / 6.50
16
0759
5084189
3765 / 2.61
1155210
2159 / 2.36
78676981
09357 / 6.52
17
1150
5088408
4219 / 2.58
1157420
2210 / 2.19
78687538
10557 / 6.52
18
1258
5092317
3909 / 2.59
1159449
2029 / 2.23
78697326
09788 / 6.49
19
0800
5095410
3093 / 2.58
1161027
1578 / 2.24
78705070
07744 / 6.53
20
0759
5098974
3564 / 2.57
1162837
1810 / 2.16
78714094
09024 / 6.56
21
0804
5103001
4027 / 2.61
1164889
2052 / 2.27
78724319
10225 / 6.53
22
1058
5106879
3878 / 2 55
1166893
2004 / 2.10
78734184
09865 / 6.51
23
0825
5110257
3378 / 2.59
1168654
1761 / 2.24
78742774
08590 / 6.57
24
1157
5114422
4165 . 2.63
1170870
2216 / 2.34
78753366
10592 / 6.48
25
1125
5118196
3774 / 2.48
1172874
2004 / 2.28
78763073
09707 / 6.55
26
0800
5121504
3308 / 2.66
1174615
1741 / 2.34
78771591
08518 / 6.74
27
0750
5125119
3615 / 2.70
1176517
1902 / 2.36
78780517
08926 / 6.55
28
0751
5128879
3760 / 2.62
1178526
2009 / 2.42
78789785
09268 / 6.57
29
0750
5132669
3790 / 2 63
1180604
2078 / 2.31
78799197
09412 / 6.54
30
0750
5136345
3676 / 2.64
1182688
2084 / 2 51
78808242
09045 / 6 57
COMMENTS:
ANALYST:

ALAMAC AMERICAN KNITS
REMEDIATION WELL REPORT 2018
MONTH: December
DATE TIME WELL #1 WELL #1 WELL #2 WELL #2
INTEGRAT. GIRD / GPM INTEGRAT. GIRD I GPM
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
5136345
1182688
1000
5140462
4117/2.66
1185070
2382/2.04
1250
5144620
0558 / 2.57
1187646
2576 / 2.74
0751
5147850
3230 / 2.55
1189815
2169 / 3.09
0758
5151201
3351/2.41
1192301
2486/2.93
COMMENTS:
ANALYST:
WELL #3 WELL #3
INTEGRAT. GPD / GPM
78808242
78818339 10097 / 6.47
78828595 10256/6.55
78836770 08175/6.52
78845535 08765/6.50