WQ0008907_Regional Office Historical File Pre 2018

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'I
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ANK-WAA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Governor Director Secretary
May 14, 2013
Gaston Co. Dyeing Machine Company
Post Office Box 308
Stanley, NC 28164
Attention: Jim Medlin
RE: Acknowledgement
Remediation Monitoring Reports — 2011 & 2012
Non -discharge Permit No. WQ0008907
Gaston County, NC
Dear Mr. Medlin:
The referenced reports were received in this office on April 22, 2013. 1 have reviewed the
reports and have placed them in the Aquifer Protection's permit files. The next report is
due in this office by November 30, 2013.
Should you have any questions, feel free to call me or Andrew Pitner at 704/663-1699.
Sincerely,
Peggy Finley
Environmental Specialist
Mooresville Regional Office/ division of Water Quality/Aquifer Protection Section
610 E. Center Ave., Mooresville, NC 28115
Phone: [phone] FAX: [phone]
Internet: www.nuvatergualityorg
An Equal Opportunity 1 Affirmative Action Employer
One
NnrthCarolina
atimaljif

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Global
Complex Issues • Solid Solutions
Project No. 94705-04780.1
April 10, 2013
Attn: Peggy Findley
NCDENR - Central Office
1636 Mail Service Center
Raleigh, NC 27699-1636
RE: NPDES Permit No. WQ0008907
Gaston County Dyeing Machine Company
Stanley Facility
Stanley, NC
Dear Sir:
9307 Monroe Road
Suite M
Charlotte, NC 28270
Tel: [phone]
Fax: [phone]
www.efiiglobal.com
;y
APR 2 2 2013 i
Attached are the 2011 and 2012 Active Remediation Monitoring Reports for the Gaston County
Dyeing Machine (GCDM) facility in Stanley. According to NPDES Permit No. WQ0008907,
sampling should be completed at the facility in October of each year. However, as indicated in
the 2012 report, samples were collected in January 2013 due to a misunderstanding WITH THE
Inactive Hazardous Waste Branch (IHWSB). Based on a conversation with the Inactive
IHWSB, GCDM was told they did not need to follow any further instruction from NCDENR until
the IHWSB got back to them. After conversations with Andrew Pitner in the NCDENR
Mooresville office, GCDM realized that the information from the IHWSB was incorrect and they
are required to continue sampling per the NPDES permit.
GCDM conducted sampling in 2011 and January 2013 to verify the system was operating
properly. Moving forward, GCDM will follow the requirements of the permit. GCDM will file to
renew the permit in May 2013. If you have questions, please contact Robert Hird at 704-246-
2420 or James Medlin at GCDM at 704-822-5022. .
Sincerely,
EFI Global, Inc.
Robert Hird, P.G.
Director of Assessment Services
CC: Andrew Pitner- NCDENR Moorseville

ACTIVE REMEDIATION
MONITORING REPORT
Gaston County Dying Machine Company
Stanley Facility
Gaston County, North Carolina „
NPDES Permit No.WQ0008907s
4 APR 2 2 2013
Prepared for:
Gaston County Dyeing Machine Company
P.O. Box 308,
Stanley, NC 28164
Prepared By:
EFI Global, Inc.
9307 Monroe Road, Suite M
Charlotte, NC 28270
EFI Project No. 94705-04780
March 28, 2013
EFI 0
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Complex Issues • Solid Solutions

ACTIVE REMEDIATION MONITORING REPORT
March 28, 2013
Gaston County Dyeing Machine Company
Stanley Facility
Gaston County, North Carolina
NPDES Permit No. WQ0008907
This report was prepared by EFI Global Inc. and A&W Professional Services, PLLC
(Collectively EFI)
,�N'GAR0l��i
0=�t�ESS%pZo-��yp'%
SEAL T�.
034411
1!!il!111
Austin Hewitt, P.E.
A&W Professional Services, PLLC
North Carolina Licensed Engineer No. 034411
This report was reviewed by:
Robert S. Hird, P.G.
EFI Global, Inc.
4-9-13
Date
�41 f // )
Date

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TABLE OF CONTENTS
1.0
INTRODUCTION 1
2.0
ANNUAL GROUND WATER MONITORING 1
3.0
SYSTEM SAMPLING AND OPERATION AND MAINTENANCE 2
3.1 System Sampling 2
3.2 Operation and Maintenance 3
4.0
CONCLUSIONS AND RECOMMENDATIONS 3
5.0
REMARKS 4
TABLES
Table 1 Ground Water Elevation Data
Table 2 Summary of Ground Water Analytical Results
Table 3 Summary of Ground Water Remediation System Influent and
Effluent Analytical Results
FIGURES
Figure 1 Topographic Location Map
Figure 2 Site Map
Figure 3 Shallow Ground Water Potentiomfetric Map, January 21, 2013
Figure 4 Tetrachloroethene Concentration Map, January 21, 2013
APPENDICES
Appendix A: Laboratory Analytical Report — January & March 2013
Appendix B: GW-59 and GW-59A Forms

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Complex Issues. Solid Solutions
1.0 INTRODUCTION
EFI Global Inc. and A&W Professional Services, PLLC (collectively EFI) prepared this Active
Remediation Monitoring Report on behalf of Gaston County Dyeing Machine (GCDMC). This
report summarizes current treatment system operational data obtained on January 21, 2013and
March 19, 2013. The site is located in the town of Stanley, Gaston County, North Carolina.
Figure 1 is a Topographic Map of the property and surrounding area.
EFI prepared this report in general accordance with the North Carolina Department of
Environment and Natural Resources (NCDENR), Division of Environmental Management
(DEM), Non -Discharge Permit Number WQ0008907. The permit requires monitoring wells
MW-3, MW-5, MW-7 (formerly MW-713), MW-14 and MW-16 to be sampled in October of each
year. Regulatory management of the site was transferred to the Inactive Hazardous Waste
Branch (IHWB) in 2010. The IHWB did not require sampling in October 2010-12, however, to
meet the requirements of the Non -Discharge Permit, GCDMC requested EFIAo complete the
annual sampling. Therefore, EFI conducted the last annual sampling event in January 21,
2013.
Please note that MW-7B (intermediate depth well) will be referred to as MW-7 in accordance
with the NCDENR, Permits and Compliance Unit. Recently, due to signs of breakthrough
during the January 21, 2013 system sampling the carbon was replaced in February 2013 and
influent and effluent samples, as well as in-between carbon were collected to evaluate the
system performance on March 19, 2013. The spent Carbon was manifested for disposal
through OMNI a licensed disposal company. Figure 2 is a Site Map detailing pertinent site
features and monitoring well locations.
2.0 ANNUAL GROUND WATER MONITORING
EFI measured the depth to the water table in the on -site and off -site monitoring wells on
January 21, 2013. The historical static water level measurements and elevation data are
presented in Table 1. The static water level measurements at this site indicate the direction of
ground water flow is generally toward the west and southwest. Figure 3 is a Potentiometric
Map that illustrates the direction of ground water flow.

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EFI collected water samples from monitoring- wells MW-3, MW-5, MW-7, MW-14, and MW-16
on January 21, 2013. EFI submitted the ground water samples to Pace Analytical Services, Inc.
(Pace) for laboratory analyses for standard pH and volatile organic compounds (VOCs) by EPA
Methods 9040 and 624, respectively. According to the laboratory analytical report,
tetrachloroethene was detected at concentrations of 6.8 micrograms per liter (ug/1), 9.7 ug/I
and 8.5 ug/I in the ground water samples that were collected from monitoring wells MW-3, MW-
14 and MW-16, respectively. A summary of the most recent and historical ground water
analytical results are included in Table 2. The laboratory report for the 2013 sampling event is
included in Appendix A.
Figure 4 is a Tetrachloroethene Concentration Map from the January 2013 sampling event.
This map also includes the laboratory analytical results for the influent sample that was
collected from recovery well RW-1. According to the report, tetrachloroethene was detected in
this sample Below the Detection Limit. The tetrachloroethene concentration that was detected
in MW-3 showed up at a low concentration of 6.8 ug/I and the concentrations detected in
samples from monitoring wells MW-14 and MW-16.remained relatively stable. See Table 2 and
Figure 4 for the tetrachloroethene concentrations.
EFI completed the required GW-59 forms for each well and will submitted them to the DEM
Groundwater Section, Permits and Compliance Units, as required by the non -discharge permit.
Copies of the GW-59 and GW-59A forms are included in Appendix B.
3.0 SYSTEM SAMPLING AND OPERATION AND MAINTENANCE
3.1 System Sampling
EFI collected samples from the influent, before the carbon canisters, between the carbon
canisters (carbon), and from the effluent on January 21, 2013. During this sampling event the
influent sample showed no detectable VOC concentrations however, the between sample
showed 5.2 ug/L and the Effluent showed 6.5ug/L present of tetrachloroethene. The sample
was immediately shut down and the carbon was replaced in February 2013. The system was
F

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Complex Issues • Solid Solutions
resampled on March 19, 2013 and no concentrations were detected in the influent, between
and Effluent samples and the system was turned back on. The samples were submitted to
Pace for laboratory analysis of nitrates, standard pH, and VOCs in accordance with EPA
Methods 352.2, 9040, and 624. Additionally, nitrates were not detected at concentrations
exceeding the ground water standards in any of the samples collected. Table 3 presents the
historic influent and effluent sample analytical results. The laboratory analytical report is
provided in Appendix A.
3.2 Operation and Maintenance
Between May of 2011 and January 21, 2013, the remediation system operated an estimated
600 days. During the reporting period, approximately 421,561 gallons of water were treated by
the remediation system. The total quantity of water that has been treated since remediation
commenced at this site is 6,955,728 gallons. The average flow rate for this period was
approximately 702.60 gallons per day. The effluent water was injected at an average rate of
approximately 1 gallon per minute with the injection well pressure readings generally ranged
between 2 and 4 pounds per square inch (psi). The psi is below the injection well permit
maximum of 5 psi.
During the January sampling event it was determined that the carbon was spent as
tetrachloroethene was detected in the between carbon samples and effluent samples. Gaston
County then proceeded to shut the system down and replace the spent carbon. Therefore, the
system was turned off immediately on January 21, 2013, the system remained off until the
carbon was replaced and the system resampled on March 19, 2013.
4.0 CONCLUSIONS AND RECOMMENDATIONS
Tetra ch lo roethene (PCE) has historically been detected at concentrations exceeding state
standards in ground water samples that have been collected at the site. However, these
concentrations have reduced over time in the area of impact near the former lagoon. Recent
sampling indicated concentrations of .0068 mg/I in MW-3, .0097mg/I in MW-14 and .0085 in
MW-16. No impact was detected of PCE in MW-5 and MW-7 or the influent sample from RW-1.
The geometric plume shape has remained fairly stationary and the contaminant concentrations
3

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have been reduced through a combination of natural attenuation and removal by the
remediation system.
Impact was detected in the January 21, 2013 sampling event that prompted the system to be
shut down until the carbon was replaced and resampling confirmed the system operated
properly. During the march 19, 2103 sampling event no concentrations of contaminates were
detected in the influent, between carbon and effluent samples.
CGDM will continue to operate the remediation system until the plume boundaries can be re-
established and tetra ch loroethene is reduced sufficiently to justify turning off the remediation
system. GCDM will conduct the next monitoring event in October 2013 per the permit
requirements. The current NPDES permit expires on November 30, 2013. GCDM will submit a
renewal application in May 2013.
5.0 REMARKS
The analyses contained in this report represent EFI's professional opinions and are based upon
the finding of this investigation and the investigation performed by others. These opinions are
arrived in accordance with the currently accepted hydrogeologic and engineering practices at
this time and location and no warranties or guarantees are intended or implied.
Many of the opinions in this report are based upon the work and statements of others, including
but limited to laboratory reports and previous environmental investigations reports. EFI
assumes this work and these statements to be accurate, but accepts no responsibility for the
quality and inaccuracies of this work and these statements.
Gaston County Dye Machine/Stanley Annual Report -January 2013 report.doc
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TABLES

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 18OF18
WELL NO: RW-1
TOC ELEV: 75.35
TOTAL DEPTH: 50.00
LS ELEV: 74.43
CREEN SECTION: UNK
DEPTH FROM DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
NM
NA
U N K
09/28/94
NM
NA
LINK
01 /17/95
27.30
26.38
48.05
04/11 /95
26.62
25.70
48.73
07/12/95
NM
NA
UNK
10/11 /95
27.41
26.49
47.94
04/25/96
25.48
24.56
49.87
10/17/96
27.53
26.61
47.82
04/04/97
25.61
24.69
49.74
10/02/97
28.25
27.33
47.10
04/09/98
25.70
24.78
49.65
10/13/98
28.75
27.83
46.60
04/08/99
27.82
26.90
47.53
10/14/99
NM
NM
NM
10/17/00
28.95
28.03
46.40
10/16/01
NM
NM
NM
10/29/02
NM
NM
NM
10/17/03
NM
NM
NM
10/29/04
NM
NM
NM
10/29/05
NM
NM
NM
11 /20/06
NM
NM
NM
10/24/07
30.18
29.26
45.17
11 /03/08
NM
NM
NM
12/23/09
NM
NM
NM
04/30/11
NM
NM
NM
01/21/13
NM
NM
NM
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 1 OF 18
WELL NO: PZ-1
TOC ELEV: 78.57 TOTAL DEPTH: 35.00
LS ELEV: 78.87 CREEN SECTION: 25 FEET
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93
NA
NA
NA
09/28/94
30.94
31.24
47.63
01 /17/95
27.55
27.85
51.02
04/11 /95
26.85
27.15
51.72
07/12/95
28.09
28.39
50.48
10/11 /95
30.66
30.96 -
47.91
04/25/96
28.80
29.10
49.77
10/17/96
29.81
30.11
48.76
04/04/97
28.65
28.95
49.92
10/02/97
29.11
29.41
49.46
04/09/98
27.18
27.48
51.39
10/13/98
29.55
29.85
49.02
04/08/99
31.25
31.55
47.32
10/14/99
33.51
33.81
45.06
10/17/00
32.69
32.99
45.88
10/16/01
33.69
33.99
44.88
10/29/02
34.67
34.97
43.90
10/17/03
27.70
28.00
50.87
10/29/04
30.58
30.88
47.99
10/29/05
30.07
30.37
48.50
11 /20/06
30.86
31.16
47.71
10/24/07
31.95
32.25
46.62
11 /03/08
30.86
31.16
47.71
12/23/09
30.41
30.71
48.16
04/30/11
31.13
31.43
47.44
01 /21 /13
NS
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 2OF18
WELL NO: MW-1
TOC ELEV: 78.49
TOTAL DEPTH:
35.30
LS ELEV: 77.93
CREEN SECTION:
25 FEET
DEPTH FROM
'DEPTH FROM
GROUND WATER
DATE
TOC
LS
ELEVATION
07/22/93
DRY
NA
U N K
09/28/94
DRY
NA
UNK
01 /17/95
DRY
NA
UNK
04/11 /95
DRY
NA
UNK
07/12/95
NM
NA
UNK
10/11 /95
NM
NA
UNK
04/25/96
NM
NA
UNK
10/17/96
DRY
NA
UNK
04/04/97
28.77
28.21
49.72
10/02/97
DRY
NA
UNK
04/09/98
28.10
27.54
50.39
10/13/98
Dry
NA
NA
04/08/99
31.19
30.63
47.30
10/14/99
DRY
DRY
>43.19
10/17/00
32.50
31.94
45.99
10/16/01
DRY
NA
UNK
10/29/02
DRY
NA
UNK
10/17/03
29.20
28.64
49.29
10/29/04
31.70
31.14
46.79
10/29/05
31.08
30.52
47.41
11 /20/06
31.22
30.66
47.27
10/24/07
32.68
32.12
45.81
11 /03/08
31.76
31.20
46.73
12/23/09
31.11
30.55
47.38
04/30/11
31.42
30.86
47.07
01/21/13
NS
WELL NO: MW-2
Monitoring well abandoned
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 3OF18.
WELL NO: MW-3
TOC ELEV: 78.71
TOTAL DEPTH: 42.90
LS ELEV: 78.14
CREEN SECTION: UNK
DEPTH FROM DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
31.00
30.43
47.71
09/28/94
32.90
32.33
45.81
01 /17/95
30.52
29.95
48.19
04111 /95
29.48.
28.91
49.23
07/12/95
30.17
29.60
48.54
10/11 /95
31.52
30.95
47.19
04/25/96
29.59
29.02
49.12
10/17/96
30.96
30.39
47.75
04/04/97
29.55
28.98
49.16
10/02/97
31.39
30.82
47.32
04/09/98
28.97
28.40
49.74
10/13/98
31.79
31.22
46.92
04/08/99
31.92
31.35
46.79
10/14/99
33.85
33.28
44.86
10/17/00
33.25
32.68
45.46
10/16/01
34.61
34.04
44.10
10/29/02
35.24
34.67
43.47
10/17/03
30.00
29.43
48.71
10/29/04
31.40
30.83
47.31
10/29/05
31.96
31.39
46.75
11 /20/06
31.83
31.26
46.88
10/24/07
33.65
33.08
45.06
11 /03/08
32.33
31.76
46.38
12/23/09
31.59
31.02
47.12
04/30/11
32.01
31.44
46.70
01 /21 /13
33.35
32.78
45.36
WELL NO: MW-4 Monitoring well abandoned
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 4 OF 18
WELL NO: MW-5
TOC ELEV: 92.26 TOTAL DEPTH: 65
LS ELEV: 90.95 CREEN SECTION: UNK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
38.55
37.24
53.71
09/28/94
40.00
38.69
52.26
01 /17/95
39.95
38.64
52.31
04/11 /95
38.96
37.65
53.30
07/12/95
39.05
37.74
53.21
10/11 /95
40.05
38.74
52.21
04/25/96
38.24
36.93
54.02
10/17/96
39.02
37.71
53.24
04/04/97
38.43
37.12
53.83
10/02/97
39.84
38.53
52.42
04/09/98
38.26
36.95
54.00
10/13/98
40.25
38.94
52.01
04/08/99
40.96
39.65
51.30
10/14/99
42.47
41.16
49.79
10/17/00
42.31
41.00
49.95
10/16/01
43.41
42.10
48.85
10/29/02
44.71
43.40
47.55
10/17/03
39.30
37.99
52.96
10/29/04
40.33
39.02
51.93
10/29/05
40.98
39.67
51.28
11 /20/06
41.02
39.71
51.24
10/24/07
42.35
41.04
49.91
11 /03/08
41.87
40.56
50.39
12/23/09
41.26
39.95
51.00
04/30/11
41.33
40.02
50.93
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 5OF18
WELL NO: MW-6
TOC ELEV: 77.12 TOTAL DEPTH: 39.38
LS ELEV: 76.50 CREEN SECTION: 10 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
32.20
31.58
44.92
09/28/94
32.81
32.19
44.31
01 /17/95
32.67
32.05
44.45
04/11 /95
31.17
30.55
45.95
07/12/95
31.89
31.27
45.23
10/11 /95
32.34
31.72
44.78
04/25/96
30.52
29.90
46.60
10/17/96
32.41
31.79
44.71
04/04/97
31.17
30.55
45.95
10/02/97
33.36
32.74
43.76
04/09/98
31.04
30.42
46.08
10/13/98
34.27
33.65
42.85
04/08/99
33.50
32.88
43.62
10/14/99
34.61
33.99
42.51
10/17/00
35.19
34.57
41.93
10/16/01
36.82
36.20
40.30
10/29/02
37.23
36.61
39.89
10/17/03
31.00
30.38
46.12
10/29/04
33.71
33.09
43.41
10/29/05
34.67
34.05
42.45
11 /20/06
34.08
33.46
43.04
10/24/07
36.55
35.93
40.57
11 /03/08
35.37
34.75
41.75
12/23/09
34.00
33.38
43.12
04/30/11
34.01
33.39
43.11
01/21/13
NS
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 6 OF 18
WELL NO: RW-7 (Formerly MW-7)
TOC ELEV: 72.31 TOTAL DEPTH: 40.00
LS ELEV: 71.07 CREEN SECTION: UNK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
NM
NA
U N K
09/28/94
NM
NA
UNK
01 /17/95
24.72
23.48
47.59
04/11 /95
23.74
22.50
48.57
07/12/95
24.78
23.54
47.53
10/11 /95
24.70
23.46
47.61
04/25/96
2038
19.14
51.93
10/17/96
27.44
26.20
44.87
04/04/97
29.25
28.01
43.06
10/02/97
27.12
25.88
45.19
04/09/98
27.79
26.55
44.52
10/13/98
30.82
29.58
41.49
04/08/99
30.70
29.46
41.61
10/14/99
26.49
25.25
45.82
10/17/00
25.94
24.70
46.37
10/16/01
28.46
27.22
43.85
10/29/02
28.33
27.09
43.98
10/17/03
17.78
16.54
54.53
10/29/04
21.13
19.89
51.18
10/29/05
23.05
21.81
49.26
11 /20/06
36.06
34.82
36.25
10/24/07
25.15
23.91
47.16
11 /03/08
25.50
24.26
46.81
12/23/09
32.00
30.76
40.31
04/30/11
25.31
24.07
47.00
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS 7 Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 7OF18
WELL NO: MW-7 (Formerly MW-713)
TOC ELEV: 77.78 TOTAL DEPTH: 56.50
LS ELEV: 75.35 CREEN SECTION: 5 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
30.76
28.33
47.02
09/28/94
31.33
28.90
46.45
01 /17/95
31.30
28.87
46.48
04/11 /95
30.57
28.14
47.21
07/12/95
30.93
28.50
46.85
10/11 /95
31.24
28.81
46.54
04/25/96
29.42
26.99
48.36
10/17/96
31.06
28.63
46.72
04/04/97
29.55
27.12
48.23
10/02/97
32.23
29.80
45.55
04/09/98
29.63
27.20
48.15
10/13/98
32.67
30.24
45.11
04/08/99
31.69
29.26
46.09
10/14/99
33.43
31.00
44.35
10/17/00
32.19
29.76
45.59
10/16/01
34.53
32.10
.43.25
10/29/02
34.85
32.42
42.93
10/17/03
31.36
28.93
46.42
10/29/04
31.54
29.11
46.24
10/29/05
32.89
30.46
44.89
11 /20/06
30.54
28.11
47.24
10/24/07
34.35
31.92
43.43
11 /03/08
33.08
30.65
44.70
12/23/09
24.59
22.16
53.19
04/30/11
32.36
29.93
45.42
01 /21 /13
26.24
23.81
51.54
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 8OF18
WELL NO: MW-7C
TOC ELEV: 76.54 TOTAL DEPTH: 101.50�
LS ELEV: 74.25 CREEN SECTION: UNK
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93
29.25
26.96
47.29
09/28/94
29.87
27.58
46.67
01 /17195
29.78
27.49
46.76
04/11 /95
29.04
26.75
47.50
0 7 /12/95
29.39
27.10
47.15
10111 /95
29.80
27.51
46.74
04/25/96
27.96
25.67
48.58
10/17/96
29.53
27.24
47.01
04/04/97
28.10
25.81
48.44
W/02/97
30.67
28.38
45.87
/09/98
28.11
25.82
48.43
nD113/98
31.11
28.82
45.43
/08/99
30.26
27.97
46.28
'sue /14/99
31.95
29.66
44.59
%!17/00
31.64
29.35
44.90
10/1:6/01
33.04
30.75
43.50
'I 0/29/02
33.42
31.13
43.12
10/17/03
29.75
27.46
46.79
10%29/04
30.05
27.76
46.49
10/29/05
31.32
29.03
45.22
11/20/06
30.54
28.25
46.00
10124/07
32.70
30.41
43.84
11103/08
31.46
29.17
45.08
12123.10
30.43
28.14
46.11
04/30/11
30.81
28.52
45.73
NM - Not Measured
TOC easing NA - Not Applicable
LS - l,s, }_ UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 6 OF 18
WELL NO: RW-7 (Formerly MW-7)
TOC ELEV: 72.31 TOTAL DEPTH: 40.00
LS ELEV: 71.07 CREEN SECTION: LINK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
NM
NA
LINK
09/28/94
NM
NA
LINK
01 /17/95
24.72
23.48
47.59
04/11 /95
23.74
22.50
48.57
07/12/95
24.78
23.54
47.53
10/11 /95
24.70
23.46
47.61
04/25/96
20.38
19.14
51.93
10/17/96
27.44
26.20
44.87
04/04/97
29.25
28.01
43.06
10/02/97
27.12
25.88
45.19
04/09/98
27.79
26.55
44.52
10/13/98
30.82
29.58
41.49
04/08/99
30.70
29.46
41.61
10/14/99
26.49
25.25
45.82
10/17/00
25.94
24.70
46.37
10/16/01
28.46
27.22
43.85
10/29/02
28.33
27.09
43.98
10/17/03
17.78
16.54
54.53
10/29/04
21.13
19.89
51.18
10/29/05
23.05
21.81
49.26
11 /20/06
36.06
34.82
36.25
10/24/07
25.15
23.91
47.16
11 /03/08
25.50
24.26
46.81
12/23/09
32.00
30.76
40.31
04/30/11
25.31
24.07
47.00
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 7OF18
WELL NO: MW-7 (Formerly MW-713)
TOC ELEV: 77.78 TOTAL DEPTH: 56.50
LS ELEV: 75.35 CREEN SECTION: 5 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
30.76
28.33
47.02
09/28/94
31.33
28.90
46.45
01 /17/95
31.30
28.87
46.48
04/11 /95
30.57
28.14
47.21
07/12/95
30.93
28.50
46.85
10/11 /95
31.24
28.81
46.54
04/25/96
29.42
26.99
48.36
10/17/96
31.06
28.63
46.72
04/04/97
29.55
27.12
48.23
10/02/97
32.23
29.80
45.55
04/09/98
29.63
27.20
48.15
10/13/98
32.67
30.24
45.11
04/08/99
31.69
29.26
46.09
10/14/99
33.43
31.00
44.35
10/17/00
32.19
29.76
45.59
10/16/01
34.53
32.10
43.25
10/29/02
34.85
32.42
42.93
10/17/03
31.36
28.93
46.42
10/29/04
31.54
29.11
46.24
10/29/05
32.89
30.46
44.89
11 /20/06
30.54
28.11
47.24
10/24/07
34.35
31.92
43.43
11 /03/08
33.08
30.65
44.70
12/23/09
24.59
22.16
53.19-
04/30/11
32.36
29.93
45.42
01 /21 /13
26.24
23.81
51.54
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 8 OF 18
WELL NO: MW-7C
TOC ELEV: 76.54 TOTAL DEPTH: 101.50
LS ELEV: 74.25 CREEN SECTION: LINK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
29.25
26.96
47.29
09/28/94
29.87
27.58
46.67
01 /17/95
29.78
27.49
46.76
04/11 /95
29.04
26.75
47.50
07/12/95
29.39
27.10
47.15
10/11 /95
29.80
27.51
46.74
04/25/96
27.96
25.67
48.58
10/17/96
29.53
27.24
47.01
04/04/97
28.10
25.81
48.44
10/02/97
30.67
28.38
45.87
04/09/98
28.11
25.82
48.43
10/13/98
31.11
28.82
45.43
04/08/99
30.26
27.97
46.28
10/14/99
31.95
29.66
44.59
10/17/00
31.64
29.35
44.90
10/16/01
33.04
30.75
43.50
10/29/02
33.42
31.13
43.12
10/17/03
29.75
27.46
46.79
10/29/04
30.05
27.76
46.49
10/29/05
31.32
29.03
45.22
11 /20/06
30.54
28.25
46.00
10/24/07
32.70
30.41
43.84
11 /03/08
31.46
29.17
45.08
12/23/09
30.43
28.14
46.11
04/30/11
30.81
28.52
45.73
NM - Not Measured
TOC-- Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 9OF18
WELL NO: MW-8
TOC ELEV: 72.80 TOTAL DEPTH: 38.50
LS ELEV: 72.30 CREEK SECTION: LINK
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93
21.92
21.42
50.88
09/28/94
20.62
20.12
52.18
01 /17/95
21.61
21.11
51.19
04/11 /95
20.30
19.80
52.50
07/12/95
21.04
20.54
51.76
10/11 /95
22.14
21.64
50.66
04/25/96
19.83
19.33
52.97
10/17/96
21.48
20.98
51.32
04/04/97
19.94
19.44
52.86
10/02/97
22.14
21.64
50.66
04/09/98
20.07
19.57
52.73
10/13/98
23.80
23.30
49.00
04/09/99
21.84
21.34
50.96
10/14/99
24.25
23.75
48.55
10/17/00
23.49
22.99
49.31
10/16/01
24.16
23.66
48.64
10/29/02
26.17
25.67
46.63
10/17/03
21.18
20.68
51.62
10/29/04
23.92
23.42
48.88
10/29/05
23.53
23.03
49.27
11 /20/06
22.44
21.94
50.36
10/24/07
25.38
24.88
47.42
11 /03/08
22.87
22.37
49.93
12/23/09
21.70
21.20
51.10
04/30/11
22.36
21.86
50.44
01/21/13
NS
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 10OF18
WELL NO: MW-9
TOC ELEV: 69.45
TOTAL DEPTH:
25:50
LS ELEV: 66.64
CREEN SECTION:
10 FEET
DEPTH FROM
DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
19.94
17.13
49.51
09/28/94
19.64
16.83
49.81
01 /17/95
18.61
15.80
50.84
04/11 /95
18.31
15.50
51.14
07/12/95
18.94
16.13
50.51
10/11 /95
19.55
16.74
49.90
04/25/96
17.43
14.62
52.02
10/17/96
19.40
16.59
50.05
04/04/97
17.43
14.62
52.02
10/02/97
20.71
17.90
48.74
04/09/98
17.20
14.39
52.25
10/13/98
21.29
18.48
48.16
04/08/99
19.85
17.04
49.60
10/14/99
22.26
19.45
47.19
10/17/00
20.98
18.17
48.47
10/16/01
23.36
20.55
46.09
10/29/02
23.62
20.81
45.83
10/17/03
18.60
15.79
50.85
10/29/04
20.11
17.30
49.34
10/29/05
20.88
18.07
48.57
11 /20/06
19.59
16.78
49.86
10/24/07
22.93
20.12
46.52
11 /03/08
20.20
17.39
49.25
12/23/09
18.99
16.18
50.46
04/30/11
19.44
16.63
50.01
01/21/13
NS
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 11 OF 18
WELL NO: MW-10
TOC ELEV: 69.18 TOTAL DEPTH: 29.00
LS ELEV: 67.69 CREEN SECTION: 15 FEET
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93
22.37
20.88
46.81
09/28/94
22.39
20.90
46.79
01 /17/95
21.39
19.90
47.79
04/11 /95
20.81
19.32
48.37
07/12/95
21.65
20.16
47.53
10/11 /95
22.29
20.80
46.89
04/25/96
20.05
18.56
49.13
10/17/96
22.11
20.62
47.07
04/04/97
20.29
18.80
48.89
10/02/97
23.05
21.56
46.13
04/09/98
19.84
18.35
49.34
10/13/98
23.53
22.04
45.65
04/08/99
22.33
20.84
46.85
10/14/99
24.44
22.95
44.74
10/17/00
23.29
21.80
45.89
10/16/01
25.61
24.12
43.57
10/29/02
25.72
24.23
43.46
10/17/03
21.32
19.83
47.86
10/29/04
22.49
21.00
46.69
10/29/05
DRY
DRY
DRY
11 /20/06
21.64
.20.15
47.54
10/24/07
22.78
21.29
46.40
11 /03/08
22.72
21.23
46.46
12/23/09
21.45
19.96
47.73
04/30/11
22.03
20.54
47.15
01/21/13
NS
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 12OF18
WELL NO: MW-11
TOC ELEV: 76.23 TOTAL DEPTH: 34.00
LS ELEV: 73.68 CREEN SECTION: 25 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
26.80
24.25
49.43
00/28/94
27.41
24.86
48.82
01 /17/95
27.27
24.72
48.96
04/11 /95
26.50
23.95
49.73
07/12/95
26.88
24.33
49.35
10/11 /95
27.37
24.82
48.86
04/25/96
25.39
22.84
50.84
10/17/96
27.02
24.47
49.21
04/04/97
25.57
23.02
50.66
10/02/97
28.36
25.81
47.87
04/09/98
25.62
23.07
50.61
10/13/98
28.82
26.27
47.41
04/08/99
27.95
25.40
48.28
10/14/99
29.52
26.97
46.71
10/17/00
29.03
26.48
47.20
10/16/01
30.69
28.14
45.54
10/29/02
30.88
28.33
45.35
10/17/03
27.44
24.89
48.79
10/29/04
NM
NM
NM
10/29/05
28.98
26.43
47.25
11 /20/06
28.24
25.69
47.99
10/24/07
30.44
27.89
45.79
11 /03/08
29.21
26.66
47.02
12/23/09
27.99
25.44
48.24
04/30/11
28.48
25.93
47.75
01/21/13
NS
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 13 OF 18
WELL NO: MW-12
TOC ELEV: 77.45 TOTAL DEPTH: 34.06
LS ELEV: 75.99 CREEK SECTION: 25 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
30.69
29.23
46.76
09/28/94
31.00
29.54
46.45
01 /17/95
30.11
28.65
47.34
04/11 /95
29.28
27.82
48.17
07/12/95
30.12
28.66
47.33
10/11 /95
30.94
29.48
46.51
04/25/96
28.66
27.20
48.79
10/17/96
30.71
29.25
46.74
04/04/97
28.81
27.35
48.64
10/02/97
31.61
30.15
45.84
04/09/98
28.40
26.94
49.05
10/13/98
32.10
30.64
45.35
04/08/99
33.03
31.57
44.42
10/14/99
NM
NM
NM
10/17/00
32.25
30.79
45.20
10/16/01
34.41
32.95,
43.04
10/29/02
34.60
33.14
42.85
10/17/03
DRY
DRY
DRY
10/29/04
DRY
DRY
DRY
10/29/05
DRY
DRY
DRY
11 /20/06
DRY
DRY
DRY
10/24/07
DRY
DRY
DRY
11 /03/08
DRY
DRY
DRY
12/23/09
DRY
DRY
DRY
04/30/11
29.16
27.70
48.29
01/21/13
NS
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS.- Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 14 OF 18
WELL NO: MW-13
TOC ELEV: 58.87 TOTAL DEPTH: 27.00
LS ELEV: 58.90 CREEN SECTION: 15 FEET
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93
12.48
12.51
46.39
09/28/94
12.33
12.36
46.54
01 /17/95
10.95
10.98
47.92
04111 /95
10.73
10.76
48.14
07/12/95
11.60
11.63
47.27
10/11 /95
11.02
11.05
47.85
04/25/96
9.87
9.90
49.00
10/17/96
12.04
12.07
46.83
04/04/97
10.00
10.03
48.87
10/02/97 '
12.91
12.94
45.96
04/09/98
10.70
10.73
48.17
10/13/98
13.39
13.42
45.48
04/08/99
12.03
12.06
46.84
10/14/99
NM
NM
NM
10/17/00
13.04
13.07
45.83
10/16/01
15.55
15.58
43.32
10/29/02
15.38
15.41
43.49
10/17/03
11.27
11.30
47.60
10/29/04
NM
NM
NM
10/29/05
12.85
1.2.88
46.02
11 /20/06
11.81
11.84
47.06
10/24/07
14.89
14.92
43.98
11 /03/08
12.54
12.57
46.33
12/23/09
11.21
11.24
47.66
04/30/11
11.78
11.81
47.09
01/21/13
NS
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 15 OF 18
WELL NO: MW-14
TOC ELEV: 52.31 TOTAL DEPTH: 25.00
LS ELEV: 52.46 CREEK SECTION: 15 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
12.00
12.15
40.31
09/28/94
12.12
12.27
40.19
01/17/95
11.00
11.15
41.31
04/11 /95
11.08
11.23
41.23
07/12/95
11.66
11.81
40.65
10/11 /95
11.84
11.99
40.47
04/25/96
10.26
10.41
42.05
10/17/96
11.85
12.00
40.46
04/04/97
10.34
10.49
41.97
10/02/97
12.76
12.91
39.55
04/09/98
10.56
10.71
41.75
10/13/98
13.12
13.27
39.19
04/08/99
12.44
12.59
39.87
10/14/99
13.34
13.49
38.97
10/17/00
13.32
13.47
38.99
10/16/01
14.88
15.03
37.43
10/29/02
14.37
14.52
37.94
10/20/03
12.15
12.30
40.16
10/29/04
12.51
12.66
39.80
10/29/05
13.15
13.30
39.16
11 /20/06
12.19
12.34
40.12
10/24/07
14.84
14.99
37.47
11 /03/08
13.44
13.59
38.87
12/23/09
11.73
11.88
40.58
04/30/11
12.67
12.82
39.64
01 /21 /13
12.83
12.98
39.48
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 16 OF 18
WELL NO: MW-15
TOC ELEV: 61.92
TOTAL DEPTH:
26.65
LS ELEV: 62.27
CREEN SECTION:
10 FEET
DEPTH FROM
DEPTH FROM
GROUND WATER
DATE
TOC
LS
ELEVATION
07/22/93
19.83
20.18
42.09
09/28/94
20.48
20.83
41.44
01 /17/95
20.03
20.38
41.89
04/11 /95
19.06
19.41
42.86
07/12/95
19.36
19.71
42.56
10/11 /95
20.40
20.75
41.52
04/25/96
18.09
18.44
43.83
10/17/96
19.95
20.10
41.97
04/04/97
18.45
18.60
43.47
10/02/97
21.15
21.30
40.77
04/09/98
18.63
18.78
43.29
10/13/98
21.83
21.98
40.09
04/08/99
21.57
21.72
40.35
10/14/99
DRY
DRY
>35.27
10/17/00
DRY
DRY
>35.27
10/16/01
DRY
DRY
>35.27
10/29/02
DRY
DRY
>35.27
10/17/03
20.46
20.61
41.46
10/29/04
NM
NM
NM
10/29/05
22.66
22.81
39.26
11 /20/06
22.95
23.10
38.97
10/24/07
DRY
DRY
DRY
11 /03/08
23.83
23.98
38.09
12/23/09
21.78
21.93
40.14
04/30/11
22.11
22.26
39.81
01/21/13
NS
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 17OF18
WELL NO: MW-16
TOC ELEV: 38.86 TOTAL DEPTH: 29.00
LS ELEV: 39.00 CREEN SECTION: UNK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
4.89
5.03
33.97
09/28/94
4.52
4.66
34.34
01 /17/95
3.74
3.88
35.12
04/11 /95
3.87
4.01
34.99
07/12/95
4.50
4.64
34.36
10/11 /95
4.46
4.60
34.40
04/25/96
3.50
3.64
35.36
10/17/96
4.60
4.74
34.26
04/04/97
3.54
3.68
35.32
10/02/97
5.07
5.21
33.79
04/09/98
3.41
3.55
35.45
10/13/98
5.26
5.40
33.60
04/08/99
4.78
4.92
34.08
10/14/99
5.18
5.32
33.68
10/17/00
5.04
5.18
33.82
10/16/01
6.03
6.17
32.83
10/29/02
5.35
5.49
33.51
10/20/03
4.72
4.86
34.14
10/29/04
4.78
4.92
34.08
11 /01 /05
5.13
5.27
33.73
11 /20/06
4.61
4.75
34.25
10/24/07
6.10
6.24
32.76
11 /03/08
5.22
5.36
33.64
12/23/09
4.16
4.30
34.70
04/30/11
4.80
.4.94
34.06
01 /21 /13
4.85
4.99
34.01
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 18 OF 18
WELL NO: RW-1
TOC ELEV: 75.35
TOTAL DEPTH: 50.00
LS ELEV: 74.43
CREEN SECTION: UNK
DEPTH FROM DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
NM
NA
LINK
09/28/94
NM
NA
UNK
01 /17/95
27.30
26.38
48.05
04/11 /95
26.62
25.70
48.73
07/12/95
NM
NA
UNK
10/11 /95
27.41
26.49
47.94
04/25/96
25.48
24.56
49.87
10/17/96
27.53
26.61
47.82
04/04/97
25.61
24.69
49.74
10/02/97
28.25
27.33
47.10
04/09/98
25.70
24.78
49.65
10/13/98
28.75
27.83
46.60
04/08/99
27.82
26.90
47.53
10/14/99
NM
NM
NM
10/17/00
28.95
28.03
46.40
10/16/01
NM
NM
NM
10/29/02
NM
NM
NM
10/17/03
NM
NM
NM
10/29/04
NM
NM
NM
10/29/05
NM
NM
NM
11 /20/06
NM
NM
NM
10/24/07
30.18
29.26
45.17
11 /03/08
NM
NM
NM
12/23/09
NM
NM
NM
04/30/11
NM
NM
NM
01/21/13
NM
NM
NM
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

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TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 2 of 16
MW-3
Field
Laboratory
1,1,1
1,1
1,1
Methylene
Total
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane
Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
Date Sampled
SU
(SU)
Imu
IMSU
m /L
m IL
m /L
m /L
m /L
m /L
m /L
m /L
1/91
NA
NA
62
NA
BQL
BQL
BQL
10.0000
BQL
BQL
BQL
10.0000
7/23/93
NA
NA
NA
NA
BQL
BQL
BQL
2.2000
BQL
BQL
BQL
2.2000
9/28/94
7
6.20
30
0.04
BDL
BDL
BDL
1.3850
BDL
BDL
BDL
1.3850
1/17/95
6
6.26
14
<0.02
BDL
BDL
BDL
0.2980
BDL
BDL
BDL
0.2980
4/12/95
6
6.39
14
<0.02
BDL
BDL
BDL
0.1290
BDL
BDL
BDL
0.1290
7/12/95
6
6.32
13.6
<0.02
BDL
BDL
BDL
0.1010
BDL
BDL
BDL
0.1010
10/11/95
6
6.10
13
0.01
BDL
BDL
BDL
0.0627
BDL
BDL
BDL
0.0627
4/25/96
5
6.12
18
0.01
BDL
BDL
BDL
0.2600
BDL
BDL
BDL
0.2600
10/17/96
6.06
6.11
11
NA
BDL
BDL
BDL
0.0630
BDL
BDL
BDL
0.0630
4/4/97
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/2/97
6
5.87
12
NA
BDL
BDL
BDL
0.0110
BDL
BDL
BDL
0.0110
4/9/98
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/13/98
6.5
5.70
7.2
NA
BDL
BDL
BDL
0.0091
BDL
BDL
BDL
0.0091
4/8/99
6
5.81
7.0
NA
BDL
BDL
BDL
0.0110
BDL
BDL
BDL
0.0110
10/14/99
6
5.92
7.7
NA
BDL
BDL
BDL
0.0130
BDL
BDL
BDL
0.0130
10/17/00
7
5.70
8.7
NA
BDL
BDL
BDL
0.0160
BDL
BDL
BDL
0.0160
10/16/01
7
5.67
7.8
NA
BDL
BDL
BDL
0.0200
BDL
BDL
BDL
0.0200
10/29/02
NA
5.64
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/17/03
6
6.10
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/29/04
5
5.60
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/29/05
NA
6.08
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
11/20/06
NA
6.07
4.3
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/25/07
NA
6.00
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
11/3/08
NA
6.40
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
12/23/09
NA
6.00
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/30/11
NA
6.00
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1/21/13
6
6.40
NA
NA
BDI
BDL
BDL
0.0068
BDL
BDL
BDL
0.0068
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
0.0050
0.00019
0.0028

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TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 4 of 16
M W-6
Field
Laboratory
1,1,1
1,1
1,1
Methylene
Total
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
Date Sampled
(SU)
(SU
m /L
m /L
m /L
m /L
m /L
m /L
m /L
m L
m /L
m /L
1/91
NA
NA
0.015
NA
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
7/23/93
NA
NA
NA
NA
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
9/28/94
6
5.78
0.37
<0.02
BDL
BDL
BDL
0.0080
BDL
BDL
BDL
0.0080
1/17/95
4
5.24
0.09
0.46
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/12/95
6
5.72
0.38
<0.02
BDL
BDL
BDL
0.0029
BDL
BDL
BDL
0.0029
7/12/95
6
5.79
0.39
0.02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/11/95
6
5.70
0.47
<0.01
BDL
BDL
BDL
0.0033
BDL
BDL
BDL
0.0033
4/25/96
6
5.56
1.30
0.02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/17/96
5.73
5.80
0.82
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/4/97
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/2/97
6
5.57
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/9/98
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/13198
6
5.58
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/8/99
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/14/99
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/17/00
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/16/01
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/02
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA.
NA
NA
10/17/03
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/04
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/05
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA '
NA
NA
11/20/06
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/24/07
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11 /3/08
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/23/09
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
4/30/11
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1121/13
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
0.0050
0.00019
0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 5 of 16
RW-7 (Formerly MW-7)
Field
Laboratory
1,1,1
1,1
1,1
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Date Sampled
SU
(SU)
m /L
m IL
m /L
m IL
m IL
m IL
1/91
NA
NA
150
NA
0.170
BQL
BQL
3.6000
7/23/93
NA
NA
NA
NA
NA
NA
NA
NA
9/28/94
NA
NA
NA
NA
NA
NA
NA
NA
1/17/95
NA
NA
NA
NA
NA
NA
NA
NA
4/12/95
NA
NA
NA
NA
NA
NA
NA
NA
7/12/95
NA
NA
NA
NA
NA
NA
NA
NA
10/11/95
NA
NA
NA
NA
NA
NA
NA
NA
4/25/96
NA
NA
NA
NA
NA
NA
NA
NA
10/17/96
NA
NA
NA
NA
NA
NA
NA
NA
4/4/97
NA
NA
NA
NA
NA
NA
NA
NA
10/2/97
NA
NA
NA
NA
NA
NA
NA
NA
4/9/98
NA
NA
NA
NA
NA
NA
NA
NA
10/13/98
NA
NA
NA
NA
NA
NA
NA
NA
418/99
NA
NA
NA
NA
NA
NA
NA
NA
10/14/99
NA
NA
NA
NA
NA
NA
NA
NA
10/17/00
NA
NA
NA
NA
NA
NA
NA
NA
10/16/01
NA
NA
NA
NA
NA
NA
NA
NA
10/29/02
NA
NA
NA
NA
NA
NA
NA
NA
10/17/03
NA
NA
NA
NA
NA
NA
NA
NA
10/29/04
NA
NA
NA
NA
NA
NA
NA
NA
10/29/05
NA
NA
NA
NA
NA
NA
NA
NA
11/20/06
NA
NA
NA
NA
NA
NA
NA
NA
10/24/07
NA
NA
NA
NA
NA
NA
NA
NA
11/3/08
NA
NA
NA
NA
NA
NA
NA
NA
12/23/09
NA
NA
NA
NA
NA
NA
NA
NA
4/30/11
NA
NA
NA
NA
NA
NA
NA
NA
1/21/13
NA
NA
NA
NA
NA
NA
NA
NA
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
Methylene
Total
Chloride
Chloroform Trichloroethene
VOC
(mall-)
m IL
m IL
m /L
BQL
BQL
BQL
3,7700
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
0.0050
0.00019
0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 6 of 16
MW-7 (Formerly MW-7B)
Field
Laboratory
1,1,1
1,1
1,1
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Date Sampled
(SU)
(SU)
(m /L
m IL
m /L
m /L
m /L
m /L
1/91
NA
NA
6.29
NA
BQL
BQL
BQL
0.270
7/23/93
NA
NA
NA
NA
BQL
BQL
BQL
1.500
9/28/94
6
5.89
43
0.17
0.0260
0.0210
BDL
1.900
1/17/95
6
5.69
1.9
<0.02
BDL
BDL
0.0150
1.680
4/12/95
6
6.01
32
0.03
0.0070
0.0080
BDL
0.8440
7/12/95
6
5.91
23.6
0.07
BDL
BDL
BDL
0.4640
10/11/95
6
5.80
18
0.10
0.0036
0.0029
BDL
0.2650
4/25/96
5
6.14
16
0.09
BDL
BDL
BDL
0.1400
10/17/96
5.99
6.07
14
NA
BDL
BDL
BDL
0.1700
4/4/97
NA
NA
NA
NA
NA
NA
NA
NA
10/2/97
6
6.08
15
NA
BDL
BDL
BDL
0.1100
4/9/98
NA
NA
NA
NA
NA
NA
NA
NA
10/13/98
7
5.92
8.6
NA
BDL
BDL
BDL
0.0710
4/8/99
6
6.07
8.6
NA
BDL
BDL
BDL
0.0530
10/14/99
6
6.42
4.7
NA
BDL
BDL
BDL
0.0290
10/17/00
7
6.41
4.8
NA
BDL
BDL
BDL
0.0280
10/16/01
7
5.93
6.3
NA
BDL
BDL
BDL
0.0390
10/29/02
NA
5.73
NA
NA
BDL
BDL
BDL
0.0290
10/17/03
6
6.10
NA
NA
BDL
BDL
BDL
0.0220
10/29/04
6
5.93
NA
NA
BDL
BDL
BDL
0.0077
10/29/05
NA
6.09
NA
NA
BDL
BDL
BDL
0.0061
11/20/06
NA
6.42
NA
NA
BDL
BDL
BDL
0.0058
10/24/07
NA
6.00
NA
NA
BDL
BDL
BDL
0.0082
11/3/08
NA
5.90
NA
NA
BDL
BDL
BDL
BDL
12/23/09
NA
5.80
NA
NA
BDL
BDL
BDL
0.0111
4/30/11
NA
6.30
NA
NA
BDL
BDL
BDL
BDL
1/21/13
6
6.80
NA
NA
BDL
BDL
BDL
BDL
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
Methylene
Total
Chloride
Chloroform Trichloroethene
VOC
m /L
m /L
m /L
m L
BQL
0.0690
BQL
0.3390
BQL
BQL
BQL
1.5000
BDL
BDL
BDL
1.9470
BDL
BDL
BDL
1.6950
BDL
BDL
BDL
0.8590
BDL
BDL
BDL
0.4640
BDL
BDL
BDL
0.2715
BDL
BDL
BDL
0.1400
BDL
BDL
BDL
0.1700
NA
NA
NA
NA
BDL
BDL
BDL
0.1100
NA
NA
NA
NA
BDL
BDL
BDL
0.0710
BDL
BDL
BDL
0.0530
BDL
BDL
BDL
0.0290
BDL
BDL
BDL
0.0280
BDL
BDL
BDL
0.3900
BDL
BDL
BDL
0.0290
BDL
BDL
BDL
0.0220
BDL
BDL
BDL
0.0077
BDL
BDL
BDL
0.0061
BDL
BDL
BDL
0.0058
BDL,
BDL
BDL
0.0082
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0.0111
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0.0050
0.00019
0.0028

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0 0 0 0 0 0 0 0 0 0 0
K N
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TABLE 2
Summary Of. Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 11 of 16
M W-11
Field
Laboratory
1,1,1
1,1
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Date Sampled
(SU)
(SU)
Im IL
IMSLQ
(ma/0
m /L
1/91
NA
NA
64
NA
0.071
BQL
1 /91
NA
NA
67
NA
NA
NA
7/23/93
NA
NA
NA
NA
BQL
BQL
9/28/94
6
5.16
15
0.09
0.012
BDL
1/17/95
5.5
5.13
32
0.14
0.007
BDL
4/12/95
6
5.49
44
<0.02
0.0067
BDL
7/12/95
6
5.84
37.4
<0.02
BDL
BDL
10/11/95
6
5.40
23
<0.01
0.007
BDL
4/25/96
6
5.53
23
<0.02
BDL
BDL
10/17/96
5.53
5.49
16
NA
BDL
BDL
4/4/97
6
5.54
18
NA
BDL .
BDL
10/2/97
6
5.46
22
NA
BDL
BDL
4/3/98
NA
5.25
17
NA
BDL
BDL
10/13/98
6.5
5.61
16
NA
BDL
BDL
4/8/99
NA
NA
NA
NA
NA
NA
10/14/99
NA
NA
NA
NA
NA
NA
10/17/00
NA
NA
NA
NA
NA
NA
10/16/01
NA
NA
NA
NA
NA
NA
10/29/02
NA
NA
NA
NA
NA
NA
10/17/03
NA
NA
NA
NA
NA
NA
10/29/04
NA
NA
NA
NA
NA
NA
10/29/05
NA
NA
NA
NA
NA
NA
11/20/06
NA
NA
NA
NA
NA
NA
10/24/07
NA
NA
NA
NA
NA
NA
11/3/08
NA
NA
NA
NA
NA
NA
12/23/09
NA
NA
NA
NA
NA
NA
4/30/11
NA
NA
NA
NA
NA
NA
1/21/13
NA
NA
NA
NA
NA
NA
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
1,1
Methylene
Total
Dichloroethane Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
m /L
(mg/L)
m /L
m /L
m /L
m /L
BQL
1.7000
BQL
BQL
BQL
1.7710
NA
NA
NA
NA
NA
NA
BQL
0.8200
BQL
BQL
BQL
0.8200
BDL
0.4460
BDL
BDL
BDL
0.4580
BDL
0.8280
BDL
BDL
BDL
0.8350
BDL
0.9830
BDL
BDL
BDL
0.9897
BDL
0.8600
BDL
BDL
BDL
0.8600
BDL
0.7040
BDL
BDL
BDL
0.7110
BDL
0,4400
BDL
BDL
BDL
0.4400
BDL
0.3600
BDL
BDL
BDL
0.3600
BDL
0.3600
BDL
BDL
BDL
0.3600
BDL
0.3100
BDL
BDL
BDL
0.3100
BDL
0.1800
BDL
BDL
BDL
0.1800
BDL
0.1900
BDL
BDL
BDL
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
0.7000
0.0007
0.0050
0.00019
0.0028

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� m
N

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 14 of 16
M W-14
Field
Laboratory
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Date Sampled
(SU)
(SU)
Im 1L
Iffiqu
m /L
m 1L
1/91
NA
NA
10.7
NA
BQL
BQL
7123/93
NA
NA
NA
NA
BQL
BQL
9/28/94
6
5.70
8.8
<0.02
0.0078
BDL
1/17/95
5.5
1.89
10
0.21
0.0045
BDL
4/12/95
6
5.43
11
<0.02
BDL
BDL
7/12/95
6
5.48
12.4
<0.02
BDL
BDL
10/11/95
6
5.60
11
<0.01
0.004
BDL
4/25/96
6
5.51
10
<0.01
BDL
BDL
10/17/96
5.53
5.55
8.4
NA
BDL
BDL
4/4/97
6
5.54
8.2
NA
BDL
BDL
10/2/97
6
5.84
7.4
NA
BDL
BDL
4/9/98
NA
5.13
6.6
NA
BDL
BDL
10/13/98
6
5.79
6.4
NA
BDL
BDL
4/8/99
6
5.69
5.3
NA
BDL
BDL
10/14/99
6
5.84
NA
NA
BDL
BDL
10/17/00
6.5
5.82
NA
NA
BDL
BDL
10/16/01
7
5.69
4.4
NA
BDL
BDL
10/29/02
NA
5.67
NA
NA
BDL
BDL
10/20/03
NA
6.00
NA
NA
BDL
BDL
10/29/04
5
5.43
NA
NA
BDL
BDL
10/29/05
NA
5.89
NA
NA
BDL
BDL
11/20/06
NA
5.78
3.8
NA
BDL
BDL
10/24/07
NA
5.90
NA
NA
BDL
BDL
11/3/08
NA
5.90
NA
NA
BDL
BDL
12/23/09
NA
5.70
NA
NA
BDL
BDL
4/30/11
6.1
5.80
NA
NA
BDL
BDL
1/21/13
6
7.50
NA
NA
BDL
BDL
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
1,1
Methylene
Total
Dichloroethane Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
(mglL)
(mgIL1
m 1L
m /L
m /L
m /L
0.010
10.500
BQL
BQL
BQL
10.5100
BQL
0.3900
BQL
BQL
BQL
0.3900
BDL
0.2080
BDL
BDL
BDL
0.2158
BDL
0.2180
BDL
BDL
0.002
0.2245
BDL
0.2370
BDL
BDL
BDL
0.2370
BDL
0.2100
BDL
BDL
BDL
0.2100
BDL
0.2240
BDL
BDL
BDL
0.2280
BDL
0.1600
BDL
BDL
BDL
0.1600
BDL
0.1300
BDL
BDL
BDL
0.1300
BDL
0.1600
BDL
BDL
BDL
0.1600
BDL
0.1200
BDL
BDL
BDL
0.1200
BDL
0.1400
BDL
BDL
BDL
0.1400
BDL
0.1000
BDL
BDL
BDL
0.1000
BDL
0.0890
BDL
BDL
BDL
0.0890
BDL
0.0700
BDL
BDL
BDL
0.0700
BDL
0.0630
BDL
BDL
BDL
0.0630
BDL
0.0340
BDL
BDL
BDL
0.0340
BDL
0.0390
BDL
BDL
BDL
0.0390
BDL
0.0360
BDL
BDL
BDL
0.0360
BDL
0.0310
BDL
BDL
BDL
0.0310
BDL
0.0210
BDL
BDL
BDL
0.0210
BDL
0.0170
BDL
BDL
BDL
0.0170
BDL
0.0200
BDL
BDL
BDL
0.2000
BDL
0.0157
BDL
BDL
BDL
0.0157
BDL
0.0128
BDL
BDL
BDL
0.0128
BDL
0.0095
BDL
BDL
BDL
0.0095
BDL
0.0097
BDL
BDL
BDL
0.0097
0.7000
0.0007
0.0050
0.00019
0.0028

w U J J J J J J J Cl) J J¢ J J J Q¢ Q¢¢¢¢¢ Q¢¢¢¢¢
6 0 d d°°°❑ o°❑ z°°° z z z z z z z z z z z z z z
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J J J J J J J J J J ¢ J J J co
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t ��IIIII
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fi N N N O N N N N N N M
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N
ry

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 16 of 16
MW-16
Field
Laboratory
1,1,1
1,1
1,1
Methylene
Total
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
Date Sampled
SSUUj.
(SU)
m /L
m IL
m /L
m /L
m /L
m /L
m /L
m /L
m /L
m /L
1/91
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/91
NA
NA
NA
NA
0.0055
BQL
BQL
BQL
BQL
BQL
BQL
0.1035
7/23/93
NA
NA
NA
NA
BDL
BQL
BQL
0.044
BQL
BQL
BQL
0.0440
9128/94
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1/17/95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
4/12/95
5
5.74
1.9
<0.02
BDL
BDL
BDL
0.0115
BDL
BDL
BDL
0.0115
7/12/95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/11/95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/7/95
NA
NA
NA
NA
BDL
BDL
BDL
0.0399
BDL
BDL
BDL
0.0399
4125/96
6
5.94
1.8
<0.01
BDL
BDL
BDL
0.0074
BDL
BDL
BDL
0.0074
10/17/96
5.8
5.92
2.2
NA
BDL
BDL
BDL
0.0300
BDL
BDL
BDL
0.0300
4/4/97
7
5.90
1.6
NA
BDL
BDL
BDL
0.0120
BDL
BDL
BDL
0.0120
10/2/97
6
6.60
3.6
NA
BDL
BDL
BDL
0.0560
BDL
BDL
BDL
0.0560
4/9/98
NA
5.55
1.3
NA
BDL
BDL
BDL
0.0062
BDL
BDL
BDL
0.0062
10/13/98
6.5
5.91
3.4
NA
BDL
BDL
BDL
0.0550
BDL
BDL
BDL
0.0550
4/8/99
6
5.89
1.5
NA
BDL
BDL
BDL
0.0220
BDL
BDL
BDL
0.0220
10/14/99
6
5.82
NA
NA
BDL
BDL
BDL
0.0640
BDL
BDL
BDL
0.0640
10/17/00
7
5.93
NA
NA
BDL
BDL
BDL
0.0250
BDL
BDL
BDL
0.0250
10/16/01
7
5.69
3.4
NA
BDL
BDL
BDL
0.0300
BDL
BDL
BDL
0.0300
10/29/02
NA
5.73
NA
NA
BDL
BDL
BDL
0.0430
BDL
BDL
BDL
0.0430
10/20/03
NA
5.90
NA
NA
BDL
BDL
BDL
0.0050
BDL
BDL
BDL
0.0050
10/29/04
6
5.62
NA
NA
BDL
BDL
BDL
0.0110
BDL
BDL
BDL
0.0110
11/1/05
NA
5.39.
NA
NA
BDL
BDL
BDL
0.0220
BDL
BDL
BDL
0.0220
11/20/06
NA
6.17
1.7
NA
BDL
BDL
BDL
0.0081
BDL
BDL
BDL
0.0081
10/24/07
NA
5.90
NA
NA
BDL
BDL
BDL
0.0169
BDL
BDL
BDL
0,0169
11/3/08
NA
6.10
NA
NA
BDL
BDL
BDL
0.0133
BDL
BDL
BDL
0.0133
12/23/09
NA
5.90
NA
NA
BDL
BDL
BDL
0.0098
BDL
BDL
BDL
0.0098
4/30/11
6.4
6.10
NA
NA
BDL
BDL
BDL
0.0061
BDL
BDL
BDL
0.0061
1/21/13
6
6.60
NA
AN
BDL
BDL
BDL
0.0085
BDL
BDL
BDL
0.0085
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
0.0050
0.00019
0.0028
Laboratory results from 1191 sampling event for MW-16 detected 0.098 mg/L of 1,1,2-Trichloroethane
All concentrations are shown as milligrams per liter which is roughly equivalent to parts per million.
pH concentrations are in Standard Units
NA - not analyzed
BdL - below detection limits
BOLD represents concentrations exceeding the NCAC 15A 2L standards.
All analytical results prior to April 1996 were taken from the Conceptual Corrective Action plan and the previous Quarterly Monitoring reports.
Only VOC concentrations presented in the table are included in the total VOC calculations. A&W assigned the value of zero for concentrations below the laboratory detection limit.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0528
Page 1 of 4
Sample
Date
pH
(SU)
Nitrates
(mg/L)
1,1,1
Trichloroethane
(mg/L)
1,1,2
Trichloroethane
(mg/L)
Tetrachloroethene
(mg/L)
Methylene
Chloride
(mg/L)
Chloroform
(mg/L)
Influent
10/1411994
NA
31
BDL
BDL
BDL
BDL
BDL
Effluent (Between Carbons)
10/14/1994
NA
44
BDL
BDL
BDL
BDL
BDL
Influent
10/25/1994
NA
17
BDL
BDL
0.222
BDL
BDL
** Effluent (Between carbons)
10/25/1994
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
11/8/1994
NA
16
0.0060
BDL
0.260
BDL
BDL
Effluent (Between Carbons)
11/8/1994
NA
16
BDL
BDL
BDL
BDL
BDL
Influent
11/21/1994
NA
11
0.0033
BDL
0.239
BDL
BDL
Effluent (Between Carbons)
11/21/1994
NA
15
BDL
BDL
BDL
BDL
BDL
Influent
12/7/1994
NA
13
0.0048
BDL
0.300
BDL
BDL
Effluent (Between Carbons)
12/7/1994
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
12/21/1994
NA
30
0.0050
BDL
0.277
BDL
BDL
Effluent (Between Carbons)
12/21/1994
NA
27
BDL
BDL
BDL
BDL
BDL
Influent
1/17/1995
NA
11
0.0025
BDL
0.196
BDL
BDL
Effluent (Between Carbons)
1/17/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
2/22/1995
NA
15
0.0070
BDL
0.380
BDL
BDL
Effluent (Between Carbons)
2/22/1995
NA
17
BDL
BDL
0.009
BDL
BDL
Influent
3/14/1995
NA
16
0.0030
BDL
0.232
BDL
BDL
Effluent (Between Carbons)
3/14/1995
NA
NA
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
3/14/1995
NA
19
BDL
BDL
BDL
BDL
BDL
Influent
4/11/1995
NA
12
BDL
BDL
0.200
BDL
BDL
Effluent (Between Carbons)
4/11/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
5/18/1995
NA
14
BDL
BDL
0.208
BDL
BDL
Effluent (Between Carbons)
5/18/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
6/2/1995
NA
12.4
BDL
BDL
0.304
BDL
BDL
Effluent (Between Carbons)
6/2/1995
NA
12
BDL
BDL
BDL
BDL
BDL
Influent
7/17/1995
NA
11
BDL
BDL
0.021
BDL
BDL
Effluent (Between Carbons)
7/17/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
8/9/1995
NA
103
BDL
BDL
0.166
BDL
BDL
Effluent (Between Carbons)
8/9/1995
NA
115
BDL
BDL
BDL
BDL
BDL
Influent
9/13/1995
NA
11
BDL
BDL
0.0596
BDL
BDL
Effluent (Between Carbons)
9/13/1995
NA
20
BDL
BDL
BDL
BDL
BDL
2L Standard
6.5-8.5
10
0.2000
NL
0.0007
0.0050
0.0002
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0528
Page 2 of 4
Sample
Date
pH
(SU)
Nitrates
(mg/L)
1,1,1
Trichloroethane
(mg/L)
1,1,2
Trichloroethane
(mg/L)
Tetrachloroethene
(mg/L)
Methylene
Chloride
(mg/L)
Chloroform
(mg/L)
Influent
10/21995
NA
12
SB
SB
SB
SB
SB
Ettluent(Between Carbons
Influent
117/1995
NS
NS
BDL
BDL
0.143
BDL
BDL
Ettluent(Between Carbons)
Influent
11/1519 5
-NA
8.5
BDL
BDL
0.016
BDL
BDL
Effluent (Between ar ons
Influent
12/2 119 6
-NA
16
BDL
BDL
0.018
BDL
BDL
Ettluent(Between Carbons
Influent
1/31/1996
NA
7.92
BDL
BDL
0.055
BDL
BDL
Effluent (Between Carbons
Influent
4/9/1996
NA
NA
BDL
BDL
0.011
BDL
BDL
Effluent
Between Carbons
4/9/1996
NA
NA
BDL
BDL
BDL
BDL
BDL
uen(After
Both Carbons)
Influent
5/13/1996
NA
11
NA
NA
NA
NA
NA
Effluent (Between Carbons
Influent
7181996
NA
11
BDL
BDL
0.180
BDL
BDL
Effluent (Between Carbons)
7/18/1996
NA
11
BDL
BDL
BDL
BDL
BDL
uen(After o ar ons
Influent
10/18/1996
NA
9.1
BDL
BDL
0.140
BDL
BDL
Effluent Between Carbons)
10/18/1996
NA
8.7
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
10/18/1996
NA
8.4
BDL
BDL
BDL
BDL
BDL
Influent
1/15/1997
6.28
15
BDL
BDL
0.150
BDL
BDL
Effluent (Between Carbons)
1/15/1997
6.20
17
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
1/15/1997
6.43
14
BDL
BDL
BDL
BDL
BDL
Influent
4/4/1997
7.00
11
BDL
BDL
0.046
BDL
BDL
Effluent (Between Carbons)
4/4/1997
6.65
12
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
4/4/1997
6.36
12
BDL
BDL
BDL
BDL
BDL
Influent
10/3/1997
6.6
8
BDL
BDL
0.100
BDL
BDL
Effluent (Between Carbons)
10/3/1997
6.5
9.4
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
10/3/1997
6.6
8.8
BDL
BDL
BDL
BDL
BDL
Standard
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
SB - Samples broken; resampled on 11/07/95 NS - Not Sampled
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0528
Page 3 of 4
Sample
Date
pH
(SU)
Nitrates
(mg/L).
1,1,1
Trichloroethane
(mg/L)
1,1,2
Trichloroethane
(mg/L)
Tetrachloroethene
(mg/L)
Methylene
Chloride
(mg/L)
Chloroform
(mg/L)
Influent
4 9/1998
5.45
8.1
BDL
BDL
0.1400
BDL
BDL
Effluent (Between
Carbons)-4/9/1998
5.65
8.2
BDL
BDL
0.0100
BDL
BDL
uen (Alter
Carbons)
Influent
1013/1998
5.80
6.8
BDL
BDL
0.0840
BDL
BDL
Effluent
Between Carbons
10/13/1998
5.82
6.1
BDL
BDL
0.0360
BDL
BDL
uent (Alter
Carbons)
Influent
4 8/1999
7.46
7.0
BDL
BDL
0.0085
BDL
BDL
Effluent (Between Carbons)
4/8/1999Z6.1
8.5
BDL
BDL
0.0560
BDL
BDL
Effluent(AfterBoth Carbons)
Influent
1014/1999
9.0
BDL
BDL
BDL
BDL
BDL
Effluent (Between Carbons
10/14/1999
15.0
BDL
BDL
0.0081
BDL
BDL
uen er o ar ons
<
BDL
BDL
t3lJL
---7M3E-
Influent
10/17/20 00
NA
NA
NA
NA
NA
NA
Effluent (Between Carbons)
10/17/2000 1
NA
NA
NA
NA
NA
NA
NA
Effluent (Alter Carbons)
Influent
10/16/2001
5.94
5.3
BDL
BDL
0.0200
BDL
BDL
Effluent
(Between Carbons)
10/16/2001
NA
NA
NA
NA
NA
NA
NA
Effluent
(After ar ons
Influent
712/2002
5.76
5.9
BDL
BDL
0.0380
BDL
BDL
Effluent Between Carbons)
7/12/2002
NA
NA
NA
NA
NA
NA
NA
Effluent er Carbons)
Influent
10/312002
6.17
5.2
BDL
BDL
0.0220
BDL
BDL
Effluent (Between Carbons)
10/31/2002
NA
NA
NA
NA
NA
NA
NA
Effluent(Alter Carbons)
Influent
10 7/2003
6.60
4.7
BDL
BDL
0.0062
BDL
.BDL
Effluent
(Between Carbons)
10/17/2003
7.10
NA
BDL
BDL
BDL
BDL
BDL
uen(Alter
Carbons)
Influent
10/29/2004
5.74
4.8
BDL
BDL
0.0084
BDL
BDL
Effluent
Between Carbons)
10/29/2004
6.33
6.8
BDL
BDL
BDL
BDL
BDL
Effluent
(Alter ao ons
Influent
12 2/2005
6.94
4.4
BDL
BDL
0.0058
BDL
BDL
Effluent
Between Carbons)
11/10/2005
6.67
4.5
BDL
BDL
BDL
BDL
BDL
Effluent
(Alter Carbons)
Influent
1720/2006
6.68
4.3
BDL
BDL
0.0056
BDL
BDL
Effluent Between Carbons)
11/20/2006
6.28
3.9
BDL
BDL
0.0100
BDL
BDL
uen(Alter Carbons)
JZL Standard
-
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
SB - Samples broken; resampled on 11/07/95 NS - Not Sampled
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0528
Page 4 of 4
Sample
Influent
Date
10/2007
5 2
pH
(SU)
6.40
Nitrates
(mg/L)
3.7
1,1,1
Trichloroethane
(mg/L)
BDL
1,1,2
Trichloroethane
(mg/L)
BDL
Tetrachloroethene
(mg/L)
BDL
Methylene
Chloride
(mg/L)
BDL
Chloroform
(mg/L)
BDL
Effluent (Between Carbons
10/25/2007
6.40
3.7
BDL
BDL
0.0086
BDL
BDL
Effluent(Alter Carbons)
Influent
11/3/2008
6.50
3.7
BDL
BDL
0.0059
BDL
BDL
Effluent
(Between Carbons)
11/3/2008
6.70
3.8
BDL
BDL
BDL
BDL
BDL
Effluent
(After Carbons)
Influent
12/23/2009
6.60
4.0
BDL
BDL
0.0063
BDL
BDL
Effluent Between Carbons)
12/23/2009
6.80
4.1
BDL
BDL
BDL
BDL
BDL
Effluent (Alter Carbons)
Influent
4 30/2011
6.30
NA
BDL
BDL
0.0050
BDL
BDL
Influent (Before Carbons)
4/30/2011
6.20
4.0*
BDL
BDL
BDL
BDL
BDL
Effluent
Between Carbons
4/30/2011
6.20
3.9*
BDL
BDL
BDL
BDL
BDL
Effluent
(Alter Carbons)
Influent Before Carbons)
5 8/2011
NA
4.0
NA
NA
NA
NA
NA
Influent (Between Carbons)
5/8/2011
NA
4.1
NA
NA
NA
NA
NA
n uen(After Carbons)
n uent a ore Carbons)
Inflfuent( Between Carbons)
Eflleunt (After Carbons)
1/21/2013
1/21/21013
7.60
7.20
3.6
3.6
ND
ND
ND
ND
0.0076
0.0062
ND
ND
ND
ND
Influent
(Before Carbons)
Influent
(Between Carbons)
3/14/2013
7.40
1.6
ND
ND
ND
ND
ND
Effluent er Carbons)
ZL Standard
-
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits " out of hold time
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

EFI 0
Global
Complex Issues • Solid Solutions
FIGURES

TOPOGRAPHIC MAP
Global
lex Issues • Solid Solutions
DRAWING NOT TO SCALE
Source: USGS 7.5 Minute Topographic Map
Quadrangle 1995
N1
Site Name: Gaston County Dyeing Machine Company
Stanley Facility
Stanley, North Carolina

LEGEND
0
MONITORING WELL
N
PIEZOMETER
ER
RECOVERY WELL
INJECTION WELL
0 MW-16
Y
a
MW-15,
W.CARPENTER ST
MW-14
I
I I
I I
I I
MW 0! J I
I IW-1 I
J PZ-1 ■ I
— — MW-6 Q _ I
0MW-11 MW
0 0
MW-7 MW-12 d —
MW-7C MW y
RW-1 IMRW-7 I
-----I MW-9 I
� I I
I ��J
L-----�MW _13 —�
EF1
Global
Complex Issues a Solid Solutions
MONITORING WELL LOCATION MAP
FIGURE 2 p
DATE: 7-7-11
SCALE: 1"=100'
03
c
r7
D
W. CARPENTER ST
GASTON CO DYE MACHINE
SOUTH BUCKOAK STREET
STANLEY, NORTH CAROLINA

LEGEND
0 MONITORING WELL
19
PIEZOMETER
0}
RECOVERY WELL
0
INJECTION WELL
(50.93) GROUNDWATER ELEVATION
POTENTIOMETRIC LINE
W.CARPENTER ST
MW-14
(39.48)4
w
F>-1
Y
a
BMW-5 `%
\ (50.93)
I I \ I
I I I
I I
- I
I MW-10 � I
m
IW-1
MW-11 MW-3�
10 (47.75) (45.36)
M <MMW-12
MW-7C (48.29) MW-
I�RW-7 (50.4) I
I RW"1 LI � / I
I M W-9 I
I I I
I
�---� Jam_---
MW-13
o 21
.O
0
.00
03
C
n
x
0
D
W. CARPENTER ST
SHALLOW GROUNDWATER POTENTIOMETRIC MAP - JANUARY 2013
FIGURE 3 N
GASTON CO DYE MACHINE
DATE: 4-1-13 SOUTH BUCKOAK STREET
STANLEY, NORTH CAROLINA
SCALE: 1"=100'

Complex Issues • Solid Solutions
APPENDIX A
Laboratory Analytical Report

aceAnalytical
www.pacelabs.com
January 29, 2013
Mr. John Burkart
EFI Global
9307 Monroe Road
Suite M
Charlotte, NC 28270
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
RE: Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Dear Mr. Burkart:
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
Enclosed are the analytical results for sample(s) received by the laboratory on January 21, 2013.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TN standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
@ a,4
Tabitha M Dacal for
Kevin Herring
[e-mail]
Project Manager
Enclosures
cc: Accounts Payable, EFI Global
4 pCCR f0
r�.
)
.9BORAT00
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
[phone]
Page 1 of 18

aceAnalytical
—pacslabs.com
I
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Certification #: 99006001
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
West Virginia Certification #: 357
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
West Virginia Certification #: 356
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 18

laceAnaljdical"
/ www.pacelabs com
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite'100
Huntersville, NC 28078
[phone]
Project:
Pace Project No.:
Gaston Co. Pipeline
92145482
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92145482001
MW-16
EPA 624
CAH
35
PASI-C
EPA 9040
KCS
1
PASI-A
92145482002
MW-14
EPA 624
CAH
35
PASI-C
EPA 9040
KCS
1
PASI-A
92145482003
MW-5
EPA 624
CAH
35
PASI-C
EPA 9040
KCS
1
PASI-A
92145482004
MW-7
EPA 624
CAH
35
PASI-C
EPA 9040
KCS
1
PASI-A
92145482005
MW-3
EPA 624
CAH
35
PASI-C
EPA 9040
KCS
1
PASI-A
92145482007
Influent
EPA 624
CAH
35
PASI-C
EPA 9040
KCS
1
PASI-A
EPA 353.2
DMN
1
PASI-A ,
92145482008
Between
EPA 624
CAH
35
PASI-C
EPA 9040
KCS
1
PASI-A
EPA 353.2
DMN
1
PASI-A
92145482009
Effluent
EPA 624
CAH
35
PASI-C
EPA 9040
KCS
1
PASI-A
EPA 353.2
DMN
1
PASI-A
REPORT OF LABORATORY ANALYSIS Page 3 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
wvmpacelabs.com
I
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Sample: MW-16
Lab ID: 92145482001 Collected: 01/21/13 11:10
Received: 01/21/13 17:03 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed
CAS No. Qual
624 Volatile Organics
Analytical Method: EPA 624
Benzene
ND ug/L
5.0
1
01/24/13 00:17
71-43-2
Bromodichloromethane
ND ug/L
5.0
1
01/24/13 00:17
75-27-4
Bromoform
ND ug/L
5.0
1
01/24/13 00:17
75-25-2
Bromomethane
ND ug/L
10.0
1
01/24/13 00:17
74-83-9
Carbon tetrachloride
ND ug/L
5.0
1
01/24/13 00:17
56-23-5
Chlorobenzene
ND ug/L
5.0
1
01/24/13 00:17
108-90-7
Chloroethane
ND ug/L
10.0
1
01/24/13 00:17
75-00-3
Chloroform
ND ug/L
5.0
1
01/24/13 00:17
67-66-3
Chloromethane
ND ug/L
5.0
1
01/24/13 00:17
74-87-3
Dibromochloromethane
ND ug/L
5.0
1
01/24/13 00:17
124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
01/24/13 00:17
95-50=1
1,3-Dichlorobenzene
ND ug/L
5.0
1
01/24/13 00:17
541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
1
01/24/13 00:17
106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
01/24/13 00:17
75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
01/24/13 00:17
107-06-2
1,1-Dichloroethene
ND ug/L
5.0
1
01/24/13 00:17
75-35-4
cis-1,2-Dichloroethene
ND ug/L
5.0
1
01/24/13 00:17
156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
1
01/24/13 00:17
156-60-5
1,2-Dichloropropane
ND ug/L
5.0
1
01/24/13 00:17
78-87-5
cis- 1,3-Dichloropropene
ND ug/L
5.0
1
01/24/13 00:17
10061-01-5
trans- 1,3-Dichloropropene
ND ug/L
5.0
1
01/24/13 00:17
10061-02-6
Ethylbenzene
ND ug/L
5.0
1
01/24/13 00:17
100-41-4
Methylene Chloride
ND ug/L
5.0
1
01/24/13 00:17
75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
01/24/13 00:17
79-34-5
Tetrachloroethene
8.5 ug/L
5.0
1
01/24/13 00:17
127-18-4
Toluene
ND ug/L
5.0
1
01/24/13 00:17
108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
1
01/24/13 00:17
71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
01/24/13 00:17
79-00-5
Trichloroethene
ND ug/L
5.0
1
01/24/13 00:17
79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
01/24/13 00:17
75-69-4
Vinyl chloride
ND ug/L
5.0
1
01/24/13 00:17
75-01-4
Surrogates .
Dibromofluoromethane (S)
110 %
70-130
1
01/24/13 00:17
1868-53-7
4-Bromofluorobenzene (S)
95 %
70-130
1
01/24/13 00:17
460-00-4
Toluene-d8 (S)
100 %
70-130
1
01/24/13 00:17
2037-26-5
1,2-Dichloroethane-d4 (S)
114 %
70-130
1
01/24/13 00:17
17060-07-0
9040 pH
Analytical Method: EPA 9040
pH
6.6 Std. Units
0.10
1
01/28/13 12:16
H6
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 4 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalyiical
-Pacefabs.com
1
i
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Sample: MW-14
Parameters
624 Volatile Organics
Benzene
Bromodich loromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1, 2,2-Tetrach loroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trich lorofl uoromethane
Vinyl chloride
Surrogates
Dibromocuoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 92145482002 Collected: 01/21/13 11:45 Received: 01/21/13 17:03 Matrix: Water
Results Units
Analytical Method: EPA 624
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
NO ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
9.7 ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
114 %
95 %
98 %
117 %
Analytical Method: EPA 9040
7.5 Sid. Units
Report Limit OF Prepared Analyzed CAS No. Qual
5.0
1
01/24/13 00:36
71-43-2
5.0
1
01/24/13 00:36
75-27-4
5.0
1
01/24/13 00:36
75-25-2
10.0
1
01/24/13 00:36
74-83-9
5.0
1
01/24/13 00:36
56-23-5
5.0
1
01/24/13 00:36
108-90-7
10.0
1
01/24/13 00:36
75-00-3
5.0
1
01/24/13 00:36
67-66-3
5.0
1
01/24/13 00:36
74-87-3
5.0
1
01/24/13 00:36
124-48-1
5.0
1
01/24/13 00:36
95-50-1
5.0
1
01/24/13 00:36
541-73-1
5.0
1
01/24/13 00:36
106-46-7
5.0
1
01/24/13 00:36
75-34-3
5.0
1
01/24/13 00:36
107-06-2
5.0
1
01/24/13 00:36
75-35-4
5.0
1
01/24/13 00:36
156-59-2
5.0
1
01/24/13 00:36
156-60-5
5.0
1
01/24/13 00:36
78-87-5
5.0
1
01/24/13 00:36
10061-01-5
5.0
1
01/24/13 00:36
10061-02-6
5.0
1
01/24/13 00:36
100-41-4
5.0
1
01/24/13 00:36
75-09-2
5.0
1
01/24/13 00:36
79-34-5
5.0
1
01/24/13 00:36
127-18-4
5.0
1
01/24/13 00:36
108-88-3
5.0
1
01/24/13 00:36
71-55-6
5.0
1
01/24/13 00:36
79-00-5
5.0
1
01/24/13 00:36
79-01-6
10.0
1
01/24/13 00:36
75-69-4
5.0
1
01/24/13 00:36
75-01-4
70-130
1
01/24/13 00:36
1868-53-7
70-130
1
01/24/13 00:36
460-00-4
70-130
1
01/24/13 00:36
2037-26-5
70-130
1
01/24/13 00:36
17060-07-0
0.10 1
01128/13 12:25
H6
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 5 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

an
eAnalytical
wmpacefabs.com
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Sample: MW-5
Parameters
624 Volatile Organics
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromoch loromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dich loroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1, 1, 1 -Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Surrogates
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 92145482003 Collected: 01/21/13 12:30 Received: 01/21/13 17:03 Matrix: Water
Results Units Report Limit DF Prepared
Analytical Method: EPA 624
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
10.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
10.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
5.0
1
ND ug/L
10.0
1
ND ug/L
5.0
1
111 %
70-130
1
98 %
70-130
1
101 %
70-130
1
117 %
70-130
1
Analytical Method: EPA 9040
7.3 Std. Units 0.10 1
Analyzed CAS No. Qual
01/24/13 00:54 71-43-2
01/24/13 00:54 75-27-4
01/24/13 00:54 75-25-2
01/24/13 00:54 74-83-9
01/24/13 00:54 56-23-5
01/24/13 00:54 108-90-7
01/24/13 00:54 75-00-3
01/24/13 00:54 67-66-3
01/24/13 00:54 74-87-3
01/24/13 00:54 124-48-1
01/24/13 00:54 95-50-1
01/24/13 00:54 541-73-1
01/24/13 00:54 106-46-7
01/24/13 00:54 75-34-3
01/24/13 00:54 107-06-2
01/24/13 00:54 75-35-4
01/24/13 00:54 156-59-2
01/24/13 00:54 156-60-5
01/24/13 00:54 78-87-5
01/24/13 00:54 10061-01-5
01/24/13 00:54 10061-02-6
01/24/13 00:54 100-41-4
01/24/13 00:54 75-09-2
01/24/13 00:54 79-34-5
01/24/13 00:54 127-18-4
01/24/13 00:54 108-88-3
01/24/13 00:54 71-55-6
01 /24113 00:54 79-00-5
01/24/13 00:54 79-01-6
01/24/13 00:54 75-69-4
01/24/13 00:54 75-01-4
01/24/13 00:54 1868-53-7
01/24/13 00:54 460-00-4
01/24/13 00:54 2037-26-5
01/24/13 00:54 17060-07-0
01/28/1312:48 H6
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 6 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnaiytical
/ www.pacelabs.com
I
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-7 Lab ID: 92145482004 Collected: 01/21/13 15:20 Received: 01/21/13 17:03 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics
Benzene
Bromodichlorom ethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Di bromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1, 2-Dich loroethene
trans- 1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1, 2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Tdchloroethane
1,1,2-Trichloroethane
Trichloroethene
Trich lorofl uoromethane
Vinyl chloride
Surrogates
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
Analytical Method: EPA 624
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
113 %
96 %
98 %
117 %
Analytical Method: EPA 9040
6.8 Std. Units
5.0
5.0
5.0
10.0
5:0
5.0
10.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
10.0
5.0
1
1
1
1
1
1
1
1
1
1
70-130 1
70-130 1
70-130 1
70-130 1
0.10 1
01/24/13 01:12 71-43-2
01/24/13 01:12 75-27-4
01/24/13 01:12 75-25-2
01/24/13 01:12 74-83-9
01/24/13 01:12 56-23-5
01/24/13 01:12 108-90-7
01/24/13 01:12 75-00-3
01/24/13 01:12 67-66-3
01/24/13 01:12 74-87-3
01/24/13 01:12 124-48-1
01/24/13 01:12 95-50-1
01/24/13 01:12 541-73-1
01/24/13 01:12 106-46-7
01/24/13 01:12 75-34-3
01/24/13 01:12 107-06-2
01/24/13 01:12 75-35-4
01/24/13 01:12 156-59-2
01/24/13 01:12 156-60-5
01/24/13 01:12 78-87-5
01/24/13 01:12. 10061-01-5
01/24/13 01:12 10061-02-6
01/24/13 01:12 100-41-4
01 /24113 01:12 75-09-2
01/24/13 01:12 79-34-5
01/24/13 01:12 127-18-4
01/24/13 01:12 108-88-3
01/24/13 01:12 71-55-6
01/24/13 01:12 79-00-5
01/24/13 01:12 79-01-6
01/24/13 01:12 75-69-4
01/24/13 01:12 75-01-4
01/24/13 01:12 1868-53-7
01/24/13 01:12 460-00-4
01/24/13 01:12 2037-26-5
01/24/13 01:12 17060-07-0
01 /28/13 13:43
H6
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 7 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
ewnvPacelabs.com
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
. [phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Sample: MW-3
Lab ID: 92145482005 Collected: 01/21/13 15:40
Received: 01/21/13 17:03 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed
CAS No. Qual
624 Volatile Organics
Analytical Method: EPA 624
Benzene
ND ug/L
5.0
1
01/24/13 01:31
71-43-2
Bromodichloromethane
ND ug/L
5.0
1
01/24/13 01:31
75-27-4
Bromoform
ND ug/L
5.0
1
01/24/13 01:31
75-25-2
Bromomethane
ND ug/L
10.0
1
01/24/13 01:31
74-83-9
Carbon tetrachloride
ND ug/L
5.0
1
01/24/13 01:31
56-23-5
Chlorobenzene
ND ug/L
5.0
1
01/24/13 01:31
108-90-7
Chloroethane
ND ug/L
10.0
1
01/24/13 01:31
75-00-3
Chloroform
ND ug/L
5.0
1
01/24/13 01:31
67-66-3
Chloromethane
ND ug/L
5.0
1
01/24/13 01:31
74-87-3
Dibromochloromethane
ND ug/L
5.0
1
01/24/13 01:31
124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
01/24/13 01:31
95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
1
01/24/13 01:31
541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
1
01/24/13 01:31
106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
01/24/13 01:31
75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
01/24/13 01:31
107-06-2
1,1-Dichloroethene
ND ug/L
5.0
1
01/24/13 01:31
75-35-4
cis-1,2-Dichloroethene
ND ug/L
5.0
1
01/24/13 01:31
156-59-2
trans- 1,2-Dichloroethene
ND ug/L
5.0
1
01/24/13 01:31
156-60-5
1,2-Dichloropropane
ND ug/L
5.0
1
01/24/13 01:31
78-87-5
cis- 1,3-Dichloropropene
ND ug/L
5.0
1
01/24/13 01:31
10061-01-5
trans- 1,3-Dichloropropene
ND ug/L
5.0
1
01/24/13 01:31
10061-02-6
Ethylbenzene
ND ug/L
5.0
1
01/24/13 01:31
100-41-4
Methylene Chloride
ND ug/L
5.0
1
01/24/13 01:31
75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
01/24/13 01:31
79-34-5
Tetrachloroethene
6.8 ug/L
5.0
1
01/24/13 01:31
127-18-4
Toluene
ND ug/L
5.0
1
01/24/13 01:31
108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
1
01/24/13 01:31
71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
'1
01/24/13 01:31
79-00-5
Trichloroethene
ND ug/L
5.0
1
01/24/13 01:31
79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
01/24/13 01:31
75-69-4
Vinyl chloride
ND ug/L
5.0
1
01/24/13 01:31
75-01-4
Surrogates
Dibromofluoromethane (S)
113 %
70-130
1
01/24/13 01:31
1868-53-7
4-Bromofluorobenzene (S)
98 %
70-130
1
01/24/13 01:31
460-00-4
Toluene-d8 (S)
99 %
70-130
1
01/24/13 01:31
2037-26-5
1,2-Dichloroethane-d4 (S)
119 %
70-130
1
01/24/13 01:31
17060-07-0
9040 pH
Analytical Method: EPA 9040
pH
6.4 Std. Units
0.10
1
01/28/13 13:49
H6
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 8 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

1�;a'neAnalytical
www.pecolabs.com
I
I
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Sample: Influent Lab ID: 92145482007 Collected: 01/21/13 14:10 Received: 01/21/13 17:03 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics
Analytical Method: EPA 624
Benzene
ND ug/L
5.0
1
01/24/13 01:49 71-43-2
Bromodichloromethane
ND ug/L
5.0
1
01/24/13 01:49 75-27-4
Bromoform
ND ug/L
5.0
1
01/24/13 01:49 75-25-2
Bromomethane
ND ug/L
10.0
1
01/24/13 01:49 74-83-9
Carbon tetrachloride
ND ug/L
5.0
1
01/24/13 01:49 56-23-5
Chlorobenzene
ND ug/L
5.0
1
01/24/13 01:49 108-90-7
Chloroethane
ND ug/L
10.0
1
01/24/13 01:49 75-00-3
Chloroform
ND ug/L
5.0
1
01/24/13 01:49 67-66-3
Chloromethane
ND ug/L
5.0
1
01/24/13 01:49 74-87-3
Dibromochloromethane
ND ug/L
5.0
1
01/24/13 01:49 124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
01/24/13 01:49 95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
1
01/24/13 01:49 541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
1
01/24/13 01:49 106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
01/24/13 01:49 75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
01/24/13 01:49 107-06-2
1,1-Dichloroethene
ND ug/L
5.0
1
01/24/13 01:49 75-35-4
cis-1,2-Dichloroethene
ND ug/L
5.0
1
01/24/13 01:49 156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
1
01/24/13 01:49 156-60-5
1,2-Dichloropropene
ND ug/L
5.0
1
01/24/13 01:49 78-87-5
cis- 1,3-Dichloropropene
ND ug/L
5.0
1
01/24/13 01:49 10061-01-5
trans- 1,3-Dichloropropene
ND ug/L
5.0
1
01/24/13 01:49 10061-02-6
Ethylbenzene
ND ug/L
5.0
1
01/24/13 01:49 100-41-4
Methylene Chloride
ND ug/L
5.0
1
01/24/13 01:49 75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
01/24/13 01:49 79-34-5
Tetrachloroethene
ND ug/L
5.0
1
01/24/13 01:49 127-18-4
Toluene
ND ug/L
5.0
1
01/24/13 01:49 108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
1
01/24/13 01:49 71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
01/24/13 01:49 79-00-5
Trichloroethene
ND ug/L
5.0
1
01/24/13 01:49 79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
01/24/13 01:49 75-69-4
Vinyl chloride
ND ug/L
5.0
1
01/24/13 01:49 75-01-4
Surrogates
Dibromofluoromethane (S)
115 %
70-130
1
01/24/13 01:49 1868-53-7
4-Bromofluorobenzene (S)
96 %
70-130
1
01/24/13 01:49 460-00-4
Toluene-d8 (S)
99 %
70-130
1
01/24/13 01:49 2037-26-5
1,2-Dichloroethane-d4 (S)
122 %
70-130
1
01/24/13 01:49 17060-07-0
9040 pH Analytical Method: EPA 9040
pH 7.3 Std. Units 0.10 1 01/28/13 12:54 H6
353.2 Nitrogen, NO2/NO3 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate 3.5 mg/L 0.020 1 01/22/13 22:24
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 9 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
..pacelabs.com
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: Between Lab ID: 92145482008 Collected: 01/21/13 14:20 Received: 01/21/13 17:03 Matrix: Water
Parameters Results Units Report Limit DF Prepared. Analyzed CAS No. Qual
624 Volatile Organics
Benzene
Bromodich loromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis- 1,2-Dichloroethene
trans- 1,2-Dichloroethene
1,2-Dichloropropane
cis-1, 3-Dichloropropene
trans-1, 3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1, 2, 2-Tetrach loroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trich lorofluoromethane
Vinyl chloride
Surrogates
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
Analytical Method: EPA 624
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
5.2 ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
115 %
95 %
98 %
121
Analytical Method: EPA 9040
7.6 Std. Units
Analytical Method: EPA 353.2
3.6 mg/L
5.0
1
01/24/13 02:07 71-43-2
5.0
1
01/24/13 02:07 75-27-4
5.0
1
01/24/13 02:07 75-25-2
10.0
1
01/24/13 02:07 74-83-9
5.0
1
01/24/13 02:07 56-23-5
5.0
1
01/24/13 02:07 108-90-7
10.0
1
01/24/13 02:07 75-00-3
5.0
1
01/24/13 02:07 67-66-3
5.0
1
01/24/13 02:07 74-87-3
5.0
1
01/24/13 02:07 124-48-1
5.0
1
01/24/13 02:07 95-50-1
5.0
1
01/24/13 02:07 541-73-1
5.0
1
01/24/13 02:07 106-46-7
5.0
1
01/24/13 02:07 75-34-3
5.0
1
01/24/13 02:07 107-06-2
5.0
1
01/24/13 02:07 75-35-4
5.0
1
01/24/13 02:07 156-59-2
5.0
1
01/24/13 02:07 156-60-5
5.0
1
01/24/13 02:07 78-87-5
5.0
1
01/24/13 02:07 10061-01-5
5.0
1
01/24/13 02:07 10061-02-6
5.0
1
01/24/13 02:07 100-41-4
5.0
1
01/24/13 02:07 75-09-2
5.0
1
01/24/13 02:07 79-34-5
5.0
1
01/24/13 02:07 127-18-4
5.0
1
01/24/13 02:07 108-88-3
5.0
1
01/24/13 02:07 71-55-6
5.0
1
01/24/13 02:07 79-00-5
5.0
1
01/24/13 02:07 79-01-6
10.0
1
01/24/13 02:07 75-69-4
5.0
1
01/24/13 02:07 75-01-4
70-130
1
01/24/13 02:07 1868-53-7
70-130
1
01/24/13 02:07 460-00-4
70-130
1
01/24/13 02:07 2037-26-5
70-130
1
01/24/13 02:07 17060-07-0
0.10
1
01 /28/13 13:05
0.020
1
01/22/13 22:29
H6
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 10 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
www.pacelabs.com
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: Effluent Lab ID: 92145482009 Collected: 01/21/13 14:30 Received: 01/21/13 17:03 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis- 1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1, 3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trich lorofl uoromethane
Vinyl chloride
Surrogates
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
Analytical Method: EPA 624
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
6.2 ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
117 %
90 %
99 %
125 %
Analytical Method: EPA 9040
7.2 Std. Units
Analytical Method: EPA 353.2
3.6 mg/L
5.0
1
01/24/13 02:26
71-43-2
5.0
1
01/24/13 02:26
75-27-4
5.0
1
01/24/13 02:26
75-25-2
10.0
1
01/24/13 02:26
74-83-9
5.0
1
01/24/13 02:26
56-23-5
5.0
1
01/24/13 02:26
108-90-7
10.0
1
01/24/13 02:26
75-00-3
5.0
1
01/24/13 02:26
67-66-3
5.0
1
01/24/13 02:26
74-87-3
5.0
1
01/24/13 02:26
124-48-1
5.0
1
01/24/13 02:26
95-50-1
5.0
1
01/24/13 02:26
541-73-1
5.0
1
01/24/13 02:26
106-46-7
5.0
1
01/24/13 02:26
75-34-3
5.0
1
01/24/13 02:26
107-06-2
5.0
1
01/24/13 02:26
75-35-4
5.0
1
01/24/13 02:26
156-59-2
5.0
1
01/24/13 02:26
156-60-5
5.0
1
01/24/13 02:26
78-87-5
5.0
1
01/24/13 02:26
10061-01-5
5.0
1
01/24/13 02:26
10061-02-6
5.0
1
01 /24113 02:26
100-41-4
5.0
1
01/24/13 02:26
75-09-2
5.0
1
01/24/13 02:26
79-34-5
5.0
1
01/24/13 02:26
127-18-4
5.0
1
01/24/13 02:26
108-88-3
5.0
1
01/24/13 02:26
71-55-6
5.0
1
01/24/13 02:26
79-00-5
5.0
1
01/24/13 02:26
79-01-6
10.0
1
01/24/13 02:26
75-69-4
5.0
1
01/24/13 02:26
75-01-4
70-130
1
01/24/13 02:26
1868-53-7
70-130
1
01/24/13 02:26
460-00-4
70-130
1
01/24/13 02:26
2037-26-5
70-130
1
01/24/13 02:26
17060-07-0
0.10
1
01 /28/13 13:29
0.020
1
01/22/13 22:30
ZI
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 11 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

_ aceAnalytical
www.pacelabs.com
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Batch: MSV/21796 Analysis Method: EPA624
QC Batch Method: EPA624 Analysis Description: 624 MSV
Associated Lab Samples: 92145482001, 92145482002, 92145482003, 92145482004, 92145482005, 92145482007, 92145482008,
92145482009
METHOD BLANK: 910018 Matrix: Water
Associated Lab Samples: 92145482001, 92145482002, 92145482003, 92145482004, 92145482005, 92145482007, 92145482008,
92145482009
Parameter
Units
Blank
Result
Reporting
Limit
Analyzed Qualifiers
1,1,1-Trichloroethane
ug/L
ND
5.0
01/23/13 21:13
1,1,2,2-Tetrachloroethane
ug/L
ND
5.0
01/23/13 21:13
1,1,2-Trichloroethane
ug/L
ND
5.0
01/23/13 21:13
1,1-Dichloroethane
ug/L
ND
5.0
01/23/13 21:13
1,1-Dichloroethene
ug/L
ND
5.0
01/23/13 21:13
1,2-Dichlorobenzene
ug/L
ND
5.0
01/23/13 21:13
1,2-Dichloroethane
ug/L
ND
5.0
01/23/13 21:13
1,2-Dichloropropane
ug/L
ND
5.0
01123/13 21:13
1,3-Dichlorobenzene
ug/L
ND
5.0
01/23/13 21:13
1,4-Dichlorobenzene
ug/L
ND
5.0
01/23/13 21:13
Benzene
ug/L
ND
5.0
01/23/13 21:13
Bromodichloromethane
ug/L
ND
5.0
01/23/13 21:13
Bromoform
ug/L
ND
5.0
01/23/13 21:13
Bromomethane
ug/L
ND
10.0
01/23/13 21:13
Carbon tetrachloride
ug/L
ND
5.0
01/23/13 21:13
Chlorobenzene
ug/L
ND
5.0
01/23/13 21:13
Chloroethane
ug/L
ND
10.0
01/23/13 21:13
Chloroform
ug/L
ND
5.0
01/23/13 21:13
Chloromethane
ug/L
ND
5.0
01/23/13 21:13
cis- 1,2-Dichloroethene
ug/L
ND
5.0
01/23/13 21:13
cis- 1,3-Dichloropropene
ug/L
ND
5.0
01/23/13 21:13
Dibromochloromethane
ug/L
ND
5.0
01/23/13 21:13
Ethylbenzene
ug/L
ND
5.0
01/23/13 21:13
Methylene Chloride
ug/L
ND
5.0
01/23/13 21:13
Tetrachloroethene
ug/L
NO
5.0
01/23/13 21:13
Toluene
ug/L
ND
5.0
01/23/13 21:13
trans-1,2-Dichloroethene
ug/L
ND
5.0
01/23/13 21:13
trans- 1,3-Dichloropropene
ug/L
ND
5.0
01/23/13 21:13
Trichloroethene
ug/L
ND
5.0
01/23/13 21:13
Trichlorofluoromethane
ug/L
ND
10.0
01/23/13 21:13
Vinyl chloride
ug/L
ND
5.0
01/23/13 21:13
1,2-Dichloroethane-d4 (S)
%
109
70-130
01/23/13 21:13
4-Bromofluorobenzene (S)
%
94
70-130
01/23/13 21:13
Dibromocuoromethane (S)
%
108
70-130
01/23/13 21:13
Toluene-d8 (S)
%
99
70-130
01/23/13 21:13
LABORATORY CONTROL SAMPLE: 910019
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
1,1,1-Trichloroethane ug/L 20 20.1 101 52-162
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 12 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalyiical
wwwpacelabs.com
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: . Gaston Co. Pipeline
Pace Project No.: 92145482
LABORATORY CONTROL SAMPLE:
910019
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
1,1,2,2-Tetrachloroethane
ug/L
20
19.1
96
46-157
1,1,2-Trichloroethane
ug/L
20
21.8
109
52-150
1,1-Dichloroethane
ug/L
20
20.4
102.
59-155
1,1-Dichloroethene
ug/L
20
19.0
95
1-234
1,2-Dichlorobenzene
ug/L
20
21.6
108
18-190
1,2-Dichloroethane
ug/L
20
20.8
104
49-155
1,2-Dichloropropane
ug/L
20
20.3
101
1-210
1,3-Dichlorobenzene
ug/L
20
20.8
104
59-156
1,4-Dichlorobenzene
ug/L
20
21.3
107
18-190
Benzene
ug/L
20
20.9
104
37-151
Bromodichloromethane
ug/L
20
20.4
102
35-155
Bromoform
ug/L
20
18.3
92
45-169
Bromomethane
ug/L
20
15.1
76
1-242
Carbon tetrachloride
ug/L
20
19.0
95
70-140
Chlorobenzene
ug/L
20
21.0
105
37-160
Chloroethane
ug/L
20
21.4
107
14-230
Chloroform
ug/L
20
20.5
102
51-138
Chloromethane
ug/L
20
17.9
90
1-273
cis- 1,2-Dichloroethene
ug/L
20
20.1
100
68-146
cis- 1,3-Dichloropropene
ug/L
20
20.3
101
1-227
Dibromochloromethane
ug/L
20
19.9
99
53-149
Ethylbenzene
ug/L
20
20.2
101
37-162
Methylene Chloride
ug/L
20
21.3
107
1-221
Tetrachloroethene
ug/L
20
20.1
101
64-148
Toluene
ug/L
20
21.0
105
47-150
trans- 1,2-Dichloroethene
ug/L
20
19.4
97
54-156
trans- 1,3-Dichloropropene
ug/L
20
20.1
100
17-183
Trichloroethene
ug/L
20
19.9
100
71-157
Trichlorofluoromethane
ug/L
20
18.7
94
17-181
Vinyl chloride
ug/L
20
19.9
99
1-251
1,2-Dichloroethane-d4 (S)
%
101
70-130
4-Bromofluorobenzene (S)
%
90
70-130
Dibromofluoromethane (S)
%
102
70-130
Toluene-d8 (S)
%
101
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
910020
910021
MS
MSD
92145401001
Spike
Spike
MS
MSD
MS MSD % Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec % Rec Limits RPD Qual
1,1,1-Trichloroethane
ug/L
ND
20
20
24.0
23.0
120
115 46-171 4
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
19.9
20.0
99
100 73-159 0
1,1,2-Trichloroethane
ug/L
ND
20
20
22.4
22.8
112
114 64-152 2
1,1-Dichloroethane
ug/L
ND
20
20
22.7
22.2
114
111 43-172 3
1,1-Dichloroethene
ug/L
ND
20
20
23.6
22.3
118
112 48-189 6
1,2-Dichlorobenzene
ug/L
ND
20
20
23.3
22.7
117
114 54-154 3
1,2-Dichloroethane
ug/L
ND
20
20
22.6
22.9
113
114 42-171 1
1,2-Dichloropropane
ug/L
ND
20
20
21.8
21.6
109
108 55-157 1
Date: 01/29/2013 05:23 PM
REPORT OF LABORATORY ANALYSIS
Page 13 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc

aceAnalytical
/ www.pacelab&rom
1
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
910020
910021
MS
MSD
92145401001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1,3-Dichlorobenzene
ug/L
ND
20
20
23.1
22.1
116
111
57-148
4
1,4-Dichlorobenzene
ug/L
ND
20
20
23.8
22.7
119
113
58-149
5
Benzene
ug/L
ND
20
20
22.4
21.8
112
109
54-163
2
Bromodichloromethane
ug/L
ND
20
20
22.6
22.4
113
112
56-152
1
Bromoform
ug/L
ND
20
20
20.9
20.8
104
104
53-151
0
Bromomethane
ug/L
ND
20
20
21.5
18.8
107
94
10-200
13
Carbon tetrachloride
ug/L
ND
20
20
24.5
23.1
122
116
41-175
6
Chlorobenzene
ug/L
ND
20
20
22.7
22.5
113
112
67-152
1
Chloroethane
ug/L
ND
20
20
23.1
22.6
115
113
23-200
2
Chloroform
ug/L
ND
20
20
22.8
22.7
114
113
51-166
1
Chloromethane
ug/L
ND
20
20
20.7
21.1
104
106
40-175
2
cis-1,2-Dichloroethene
ug/L
ND
20
20
21.8
21.4
109
107
45-174
2
cis- 1,3-Dichloropropene
ug/L
ND
20
20
22.8
22.1
114
111
38-146
3
Dibromochloromethane
ug/L
ND
20
20
22.5
22.3
113
112
65-144
1
Ethylbenzene
ug/L
ND
20
20
22.6
21.9
113
109
57-152
3
Methylene Chloride
ug/L
ND
20
20
22.7
22.2
112
109
40-167
2
Tetrachloroethene
ug/L
ND
20
20
23.6
22.6
118
113
59-155
4
Toluene
ug/L
ND
20
20
22.5
22.1
113
111
47-162
2
trans- 1,2-Dichloroethene
ug/L
ND
20
20
21.9
21.2
110
106
47-178
3
trans- 1,3-Dichloropropene
ug/L
ND
20
20
22.1
21.9
111
109
39-148
1
Trichloroethene
ug/L
ND
20
20
22.4
22.1
112
110
60-153
2
Trichlorofluoromethane
ug/L
ND
26
20
25.1
23.8
125
119
42-199
5
Vinyl chloride
ug/L
ND
20
20
22.1
21.8
111
109
46-176
2
1,2-Dichloroethane-d4 (S)
%
105
105
70-130
4-Bromofluorobenzene (S)
%
91
91
70-130
Dibromofluoromethane (S)
%
103
104
70-130
Toluene-d8 (S)
ova
100
100
70-130
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 14 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

�- aceAnalytical
wnmvpacelabs.com
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
205 East Meadow Road - Suite A 2225 Riverside Dr.
Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Batch: WET/23964 Analysis Method: EPA 9040
QC Batch Method: EPA 9040 Analysis Description: 9040 pH
Associated Lab Samples: 92145482001, 92145482002, 92145482003, 92145482004, 92145482005, 92145482007, 92145482008,
92145482009
SAMPLE DUPLICATE: 911790
92144875001 Dup
Parameter Units Result Result RPD Qualifiers
pH Std. Units 7.4 7.4 0 H6
SAMPLE DUPLICATE: 911791
Parameter
pH
92145482008 Dup
Units Result Result
Std. Units 7.6 7.6
RPD Qualifiers
1 H6
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 15 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

�,FalceAnalyfical'
/ www.pace;abs.com
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WETA/14328 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92145482007, 92145482008, 92145482009
METHOD BLANK: 909419 Matrix: Water
Associated Lab Samples: 92145482007, 92145482008, 92145482009
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.020 01/22/13 22:21
LABORATORY CONTROL SAMPLE:
909420
Parameter
Units
Nitrogen, Nitrate
mg/L
MATRIX SPIKE SAMPLE:
90942.1
Parameter
Units
Nitrogen, Nitrate
mg/L
SAMPLE DUPLICATE: 909422
Parameter
Units
Nitrogen, Nitrate
mg/L
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
2.5 2.4 95 90-110
92145482007 Spike MS MS
Result Conc. Result % Rec
3.5 2.5 5.9 96
92145482007 Dup
Result Result RPD Qualifiers
3.5 3.2 11
% Rec
Limits Qualifiers
90-110
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 16 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
www.pacelabs.com
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
DEFINITIONS
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
QUALIFIERS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PRL - Pace Reporting Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes toAzobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Acid preservation may not be appropriate for 2-Chloroethylvinyl ether, Styrene, and Vinyl chloride.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services - Asheville
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
H6 Analysis initiated outside of the 15 minute EPA recommended holding time.
[phone]
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 17 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
www.pacelabs.com
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Gaston Co. Pipeline
Pace Project No.: 92145482
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
92145482001
MW-16
EPA 624
MSV/21796
92145482002
MW-14
EPA 624
MSV/21796
92145482003
MW-5
EPA 624
MSV/21796
92145482004
MW-7
EPA 624
MSV/21796
92145482005
MW-3
EPA 624
MSV/21796
92145482007
Influent
EPA 624
MSV/21796
92145482008
Between
EPA 624
MSV/21796
92145482009
Effluent
EPA 624
MSV/21796
92145482001
MW-16
EPA 9040
WET/23964
92145482002
MW-14
EPA 9040
WET/23964
92145482003
MW-5
EPA 9040
WET/23964
92145482004
MW-7
EPA 9040
WET/23964
92145482005
MW-3
EPA 9040
WET/23964
92145482007
Influent
EPA 9040
W ET/23964
92145482008
Between
EPA 9040
WET/23964
92145482009
Effluent
EPA 9040
WET/23964
92145482007
Influent
EPA 353.2
WETA/14328
92145482008
Between
EPA 353.2
WETA/14328
92145482009
Effluent
EPA 353.2
WETA/14328
Analytical
Batch
Date: 01/29/2013 05:23 PM REPORT OF LABORATORY ANALYSIS Page 18 of 18
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

Document Name: Document Revised: October 31, 2012
eNtG K�/' Sam le Condition U on Recei SCUR Paoe 1 of 2
Document Number:
F-CHR-CS-03-rev.08 Pace
Client Name: i Project # CfA sw�
Where Received. Guntersville ❑ As viile ❑ Eden Raleigh
Courier: Fed Ex UPS❑ USPS❑ Client�CommerciaCl Pace Other
❑
Custody Seal on CooledBox Present: ❑ yes no Seals intact: ❑ yes ❑ no
Office
Packing Material: ❑ Bubble Wrap Ibble Bags ❑ None ❑ Other ���
Thermometer Used: IR Gun T1101 t11D02 Type of Ice:e�et, Blue None .E]samples on ice, cooling process has begun
C.—* .. T44.n4• 1 nrrcnfinn T4n (`nrrortinn
Corrected Cooler Temp.: C
Biological Tissue Is Frozen: Yes No NIA
Date an Initials of pe
contents:_
fining
Temp should be above freezing -to 6°C
Comments:
Chain of Custody Present:
Yes ❑No
❑NIA
1.
Chain of Custody Filled Out
es ❑No
❑NIA
2.
Chain of Custody Relinquished:
Ye ❑No
❑NIA
3.
Sampler Name & Signature on COC:
dir, ❑No
❑NIA
4.
Samples Arrived within Hold Time:
6Yas ❑No
❑PYA
5.
Short Hold Time Analysis (<72hr):
res ❑No
❑wA
6.
Rush Turn Around Time Requested:
❑Yes No
❑wA
7.
Sufficient Volume:
es ON.
❑WA
8.
Correct Containers Used:
e<s [IN,
DNA
9.
-Pace Containers Used:
Sires QNo
❑NIA
Containers Intact:
❑ es ❑No
ON16,
JO.
Filtered volume received for Dissolved tests
[]Yes ❑N
NIA
11.
Sample Labels match COC:
Dyes No
❑N/A
12.
bbAZO 'v" H ,
-Includes dateMme/lD/Anal sis Matrix,
All containers needing_ preservation have been checked.
QYes ❑NoiA
13.
All containers needing preservation are found to be in
❑Yes ❑No
!A
compliance with EPA recommendation.
exceptions: VOA, collrorm, TOC, O&G, WI-DRO (water)
❑Yes ❑No
Initial when completed
Samples checked for dechlorination:
es ❑No
❑NIA
14.
Heads ace in VOA Vials >6mm :
❑Yes 0'.
❑wA
15.
Trip Blank Present:
❑Yes ❑No
w
16.
Trip Blank Custody Seals Present
❑Yes ❑No
❑wA
Pace Trip Blank Lot# if purchaseft.
Client Notification/ Resolution: Field Data Required? Y ! N
Person Contacted: Date/Time:
Comments/ Resolution:
SCURF Review: Date: 1 ill' SRF Review: / Date:
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office ( i.e out of hold, incorrect preservative, out of temp, Incorrect containers)

,1 �aceAnalydcal
.r alw4mcelabs.com
CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A
Section B
Section C
Page:
of
Required Client Information:
Company:
Required Project Information:
ReportTo: J
Invoice Information:
Attention:
a A
2 6
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Address:,, ,t
Copy To:
Company Name:
REGULATORY AGENCY
r' f 114
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Address:
r NPDES 1- GROUNDWATER
r UST j- RCRA
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r OTHER
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Purchase Order No.:
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Site Location
STATE.,
Requested Due Date/TAT;
Protect Number. 1.
Pace Profile &
Requested
Analysis
Filtered
(YIN)
Section D Matrix Codes
g
RequiredCflenl Information MATRIX r CODE
8
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COLLECTED
PreservafiveS
Y'
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Drinking Water DW
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Water
Waste Weter
WT
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IDs MUST BE UNIQUE Tissue
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ADDITIONAL CONIMFNTS
RELINQUISHED BY I AFFILIATION
DATE
TIME
ACCEPTED BY AFFILIATION
DATE
TIME
SAMPLE CONDITIONS
SAMPLER NAME AND SIGNATURE
ORIGINAL
PRINT Name of SAMPLER S .. �.I
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SIGNATURE of SAMPLER �2 l
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•Impartant Note: By signing this form you are accepting Pace's NET 30 day payment terms and agreeing to late charges of 1.5% per month for any invokes not paid wilhin 30 days. - F-ALL-Q-020rev.07, 1SMay-2007

aceAnalytical
wmpacelabs.com
March 26, 2013
Mr. John Burkart
EFI Global
9307 Monroe Road
Suite M
Charlotte, NC 28270
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
RE: Project: Gaston County - Stanley
Pace Project No.: 92151546
Dear Mr. Burkart:
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on March 19, 2013. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Jon D Bradley for
Kevin Herring
[e-mail]
Project Manager
Enclosures
cc: Accounts Payable, ER Global
QPC:c
9BQRy�p4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
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® Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalXical 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
www.pacefa6s.com
Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone] [phone]
CERTIFICATIONS .
Project: Gaston County - Stanley
Pace Project No.: 92151546
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Florida/NELAP Certification #: E87627
North Carolina Drinking Water Certification #: 37706
Kentucky UST Certification #: 84
North Carolina Field Services Certification #: 5342
West Virginia Certification #: 357
North Carolina Wastewater Certification #: 12
Virginia/VELAP Certification #: 460221
South Carolina Certification #: 99006001
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804 North Carolina Wastewater Certification #: 40
Florida/NELAP Certification #: E87648 South Carolina Certification #: 99030001
Massachusetts Certification #: M-NC030 West Virginia Certification #: 356
North Carolina Drinking Water Certification #: 37712 Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS Page 2 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
2225 Riverside Dr.
9800 Kincey Ave. Suite 100
Eden, NC 27288
Asheville, NC 28804
Huntersville, NC 28078
,�aceAnalydcal"
wwwpacelatu.com
i
[phone]
[phone]
[phone]
SAMPLE ANALYTE
COUNT
Project: Gaston County - Stanley
Pace Project No.: 92151546
Analytes
Lab ID Sample ID
Method
Analysts
Reported Laboratory
92151546001 Influent
EPA 624
MCK
35 PASI-C
EPA 9040
KCS
1 PASI-A
EPA 353.2
DMN
1 PASI-A
92151546002 Between Carbon
EPA624
MCK
35 PASI-C
EPA 9040
KCS
1 PASI-A
EPA 353.2
DMN
1 PASI-A
92151546003 Effluent
EPA624
MCK
35 PASI-C
EPA 9040
KCS
1 PASI-A
EPA 353.2
DMN
1 PASI-A
REPORT OF LABORATORY ANALYSIS Page 3 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

® Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceMalytical 205 East Meadow Road - Suite A 2225 Riverside Dr.
wwrtpacelabs.com Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
ANALYTICAL RESULTS
Project: Gaston County - Stanley
Pace Project No.: 92151546
Sample: Influent
Parameters
624 Volatile Organics
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1, 2-Dichloroethene
trans- l,2-Dichloroethene
1,2-Dichloropropane
cis- 1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachioroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Surrogates
Dibromocuoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 92151546001 Collected: 03/14/13 09:05 - Received: 03/19/13 10:30 Matrix: watei
Results Units
Analytical Method: EPA 624
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
103 %
109 %
99 %
108 %
Analytical Method: EPA 9040
7.3 Std. Units
Analytical Method: EPA 353.2
3.7 mg/L
Report Limit DF Prepared Analyzed CAS No. Qual
5.0
1
03/23/13 00:39 71-43-2
5.0
1
03/23/13 00:39 75-27-4
5.0
1
03/23/13 00:39 75-25-2
10.0
1
03/23/13 00:39 74-83-9
5.0
1
03/23/13 00:39 56-23-5
5.0
1
03/23/13 00:39 108-90-7
10.0
1
03/23/13 00:39 75-00-3
5.0
1
03/23/13 00:39 67-66-3
5.0
1
03/23/13 00:39 74-87-3
5.0
1
03/23/13 00:39 124-48-1
5.0
1
03/23/13 00:39 95-50-1
5.0
1
03/23/13 00:39 541-73-1
5.0
1
03/23/13 00:39 106-46-7
5.0
1
03/23/13 00:39 75-34-3
5.0
1
03/23/13 00:39 107-06-2
5.0
1
03/23/13 00:39 75-35-4
5.0
1
03/23/13 00:39 156-59-2
5.0
1
03/23/13 00:39 156-60-5
5.0
1
03/23/13 00:39 78-87-5
5.0
1
03/23/13 00:39 10061-01-5
5.0
1
03/23/13 00:39 10061-02-6
5.0
1
03/23/13 00:39 100-41-4
5.0
1
03/23/13 00:39 75-09-2
5.0
1
03/23/13 00:39 79-34-5
5.0
1
03/23/13 00:39 127-18-4
5.0
1
03/23/13 00:39 108-88-3
5.0
1
03/23/13 00:39 71-55-6
5.0
1
03/23/13 00:39 79-00-5
5.0
1
03/23/13 00:39 79-01-6
10.0
1
03/23/13 00:39 75-69-4
5.0
1
03/23/13 00:39 75-01-4
70-130
1
03/23/13 00:39 1868-53-7
70-130
1
03/23/13 00:39 460-00-4
70-130
1
03/23/13 00:39 2037-26-5
70-130
1
03/23/13 00:39 17060-07-0
0.10
1
03/21 /13 16:58
0.020
1
03/19/13 22:58
H6
H3
Date: 03/26/2013 06:08 PM REPORT OF LABORATORY ANALYSIS Page 4 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

® Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dr.
www.pacelabs.com Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
ANALYTICAL RESULTS
Project: Gaston County - Stanley
Pace Project No.: 92151546
Sample: Between Carbon
Parameters
624 Volatile Organics
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis- 1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1, 3-Dich loropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1'-Trichloroethane
1,1, 2-Trichloroethane
Trichloroethene
Trichlorofluorometh ane
Vinyl chloride
Surrogates
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 92151546002 Collected: 03/14/13 09:10 Received: 03/19/13 10:30 Matrix: Water
Results Units Report Limit
Analytical Method: EPA 624
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
102 %
70-130
111 %
70-130
98 %
70-130
107 %
70-130
Analytical Method: EPA 9040
7.4 Std. Units
0.10
Analytical Method: EPA 353.2
1.6 mg/L
DF Prepared Analyzed CAS No. Qual
1 03/23/13 00:55
71-43-2
1 03/23/13 00:55
75-27-4
1 03/23/13 00:55
75-25-2
1 03/23/13 00:55
74-83-9
1 03/23/13 00:55
56-23-5
1 03/23/13 00:55
108-90-7
1 03/23/13 00:55
75-00-3
1 03/23/13 00:55
67-66-3
1 03/23/13 00:55
74-87-3
1 03/23/13 00:55
124-48-1
1 03/23/13 00:55
95-50-1
1 03/23/13 00:55
541-73-1
1 03/23/13 00:55
106-46-7
1 03/23/13 00:55
75-34-3
1 03/23/13 00:55
107-06-2
1 03/23/13 00:55
75-35-4
1 03/23/13 00:55
156-59-2
1 03/23/13 00:55
156-60-5
1 03/23/13 00:55
78-87-5
1 03/23/13 00:55
10061-01-5
1 03/23/13 00:55
10061-02-6
1 03/23/13 00:55
100-41-4
1 03/23/13 00:55
75-09-2
1 03/23/13 00:55
79-34-5
1 03/23/13 00:55
127-18-4
1 03/23/13 00:55
108-88-3
1 03/23/13 00:55
71-55-6
1 03/23/13 00:55
79-00-5
1 03/23/13 00:55
79-01-6
1 03/23/13 00:55
75-69-4
1 03/23/13 00:55
75-01-4
1 03/23/13 00:55
1868-53-7
1 03/23/13 00:55
460-00-4
1 03/23/13 00:55
2037-26-5
1 03/23/13 00:55
17060-07-0
1 03/21/1317:12
H6
0.020 1
03/19/13 22:59
H3
Date: 03/26/2013 06:08 PM REPORT OF LABORATORY ANALYSIS Page 5 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

® Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dr.
wympacela6scom Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
ANALYTICAL RESULTS
Project: Gaston County - Stanley
Pace Project No.: 92151546
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: Effluent Lab ID: 92151546003 Collected: 03/14/13 09:20 Received: 03/19/13 10:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics
Analytical Method: EPA 624
Benzene
ND ug/L
5.0
1
03/23/13 01:11
71-43-2
Bromodichloromethane
ND ug/L
5.0
1
03/23/13 01:11
75-27-4
Bromoform
ND ug/L
5.0
1
03/23/13 01:11
75-25-2
Bromomethane
ND ug/L
10.0
1
03/23/13 01:11
74-83-9
Carbon tetrachloride
ND ug/L
5.0
1
03/23/13 01:11
56-23-5
Chlorobenzene
ND ug/L
5.0
1
03/23/13 01:11
108-90-7
Chloroethane
ND ug/L
10.0
1
03/23/13 01:11
75-00-3
Chloroform
ND ug/L
5.0
1
03/23/13 01:11
67-66-3
Chloromethane
ND ug/L
5.0
1
03/23/13 01:11
74-87-3
Dibromochloromethane
ND ug/L
5.0
1
03/23/13 01:11
124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
03/23/13 01:11
95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
1
03/23/13 01:11
541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
1
03/23/13 01:11
106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
03/23/13 01:11
75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
03/23/13 01:11
107-06-2
1,1-Dichloroethene
ND ug/L
5.0
1
03/23/13 01:11
75-35-4
cis-1,2-Dichloroethene
ND ug/L
5.0
1
03/23/13 01:11
156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
1
03/23/13 01:11
156-60-5
1,2-Dichloropropene
ND ug/L
5.0
1
03/23/13 01:11
78-87-5
cis- 1,3-Dichloropropene
ND ug/L
5.0
1
03/23/13 01:11
10061-01-5
trans- 1,3-Dichloropropene
ND ug/L
5.0
1
03/23/13 01:11
10061-02-6
Ethylbenzene
ND ug/L
5.0
1
03/23/13 01:11
100-41-4
Methylene Chloride
ND ug/L
5.0
1
03/23/13 01:11
75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
03/23/13 01:11
79-34-5
Tetrachloroethene
ND ug/L
5.0
1
03/23/13 01:11
127-18-4
Toluene
ND ug/L
5.0
1
03/23/13 01:11
108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
1
03/23/13 01:11
71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
03/23/13 01:11
79-00-5
Trichloroethene
ND ug/L
5.0
1
03/23/13 01:11
79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
03/23/13 01:11
75-69-4
Vinyl chloride
ND ug/L
5.0
1
03/23/13 01:11
75-01-4
Surrogates
Dibromofluoromethane (S)
101 %
70-130
1
03/23/13 01:11
1868-53-7
4-Bromofluorobenzene (S)
108 %
70-130
1
03/23/13 01:11
460-00-4
Toluene-d8 (S)
99 %
70-130
1
03/23/13 01:11
2037-26-5
1,2-Dichloroethane-d4 (S)
108 %
70-130
1
03/23/13 01:11
17060-07-0
9040 pH Analytical Method: EPA 9040
pH 7.3 Std. Units 0.10 1 03/21/13 17:29
353.2 Nitrogen, NO2/NO3 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate ND mg/L 0.020 1 03/19/13 23:00
H6
H3
Date: 03/26/2013 06:08 PM REPORT OF LABORATORY ANALYSIS Page 6 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

e
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
Malt j ical
205 East Meadow Road - Suite A
2225 Riverside Dr.
9800 Kincey Ave. Suite 100
www,''pacelabs.corn
Eden, NC 27288
Asheville, NC 28804
Huntersville, NC 28078
[phone]
[phone]
[phone]
QUALITY CONTROL DATA
Project: Gaston County
- Stanley
Pace Project No.: 92151546
QC Batch: MSV/22402
Analysis Method:
EPA 624
QC Batch Method: EPA 624
Analysis Description: 624 MSV
Associated Lab Samples: 92151546001, 92151546002, 92151546003
METHOD BLANK: 943572
Matrix: Water
Associated Lab Samples: 92151546001, 92151546002, 92151546003
Blank Reporting
Parameter
Units Result
Limit
Analyzed Qualifiers
1, 1, 1 -Trichloroethane
ug/L
ND
5.0
03/22/13 21:42
1,1,2,2-Tetrachloroethane
ug/L
ND
5.0
03/22/13 21:42
1,1,2-Trichloroethane
ug/L
ND
5.0
03/22/13 21:42
1,1-Dichloroethane
ug/L
ND
5.0
03/22/13 21:42
1,1-Dichloroethene
ug/L
ND
5.0
03/22/13 21:42
1,2-Dichlorobenzene
ug/L
ND
5.0
03/22/13 21:42
1,2-Dichloroethane
ug/L
ND
5.0
03/22/13 21:42
1,2-Dichloropropane
ug/L
ND
5.0
03/22/13 21:42
1,3-Dichlorobenzene
ug/L
ND
5.0
03/22/13 21:42
1,4-Dichlorobenzene
ug/L
ND
5.0
03/22/13 21:42
Benzene
ug/L
ND
5.0
03/22/13 21:42
Bromodichloromethane
ug/L
ND
5.0
03/22/13 21:42
Bromoform
ug/L
ND
5.0
03/22/13 21:42
Bromomethane
ug/L
ND
10.0
03/22/13 21:42
Carbon tetrachloride
ug/L
ND
5.0
03/22/13 21:42
Chlorobenzene
ug/L
ND
5.0
03/22/13 21:42
Chloroethane
ug/L
ND
10.0
03/22/13 21:42
Chloroform
ug/L
ND
5.0
03/22/13 21:42
Chloromethane
ug/L
ND
5.0
03/22/13 21:42
cis-1,2-Dichloroethene
ug/L
ND
5.0
03/22/13 21:42
cis- 1,3-Dichloropropene
ug/L
ND
5.0
03/22/13 21:42
Dibromochloromethane
ug/L
ND
5.0
03/22/13 21:42
Ethylbenzene
ug/L
ND
5.0
03/22/13 21:42
Methylene Chloride
ug/L
ND
5.0
03/22/13 21:42
Tetrachloroethene
ug/L
ND
5.0
03/22/13 21:42
Toluene
ug/L
ND
5.0
03/22/13 21:42
trans-1,2-Dichloroethene
ug/L
ND
5.0
03/22/13 21:42
trans-1,3-Dichloropropene
ug/L
ND
5.0
03/22/13 21:42
Trichloroethene
ug/L
ND
5.0
03/22/13 21:42
Trichlorofluoromethane
ug/L
ND
10.0
03/22/13 21:42
Vinyl chloride
ug/L
ND
5.0
03/22/13 21:42
1,2-Dichloroethane-d4 (S)
%
106
70-130
03/22/13 21:42
4-Bromofluorobenzene (S)
%
111
70-130
03/22/13 21:42
Dibromofluoromethane (S)
%
103
70-130
03/22/13 21:42
Toluene-d8 (S)
%
98
70-130
03/22/13 21:42
LABORATORY CONTROL SAMPLE:
943573
Spike LCS
LCS % Rec
Parameter
Units Conc. Result
% Rec Limits
Qualifiers
1,1,1-Trichloroethane
ug/L
20
19.8
99 52-162
1,1,2,2-Tetrachloroethane
ug/L
20
19.9
100 46-157
Date: 03/26/2013 06:08 PM
REPORT OF LABORATORY ANALYSIS
Page 7 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc

7 ac
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
®
Analytical
205
East Meadow Road - Suite A
2225 Riverside Dr.
9800 Kincey Ave. Suite 100
Eden, NC 27288
Asheville, NC 28804
Huntersville, NC 28078
mmr,pacelabs.com
1
[phone]
[phone]
[phone]
QUALITY CONTROL DATA
Project: Gaston County - Stanley
Pace Project No.: 92151546
LABORATORY CONTROL SAMPLE:
943573
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits
Qualifiers
1,1,2-Trichloroethane
ug/L
20
20.6
103
52-150
1,1-Dichloroethane
ug/L
20
19.0
95
59-155
1,1-Dichloroethene
ug/L
20
19.1
95
1-234
1,2-Dichlorobenzene
ug/L
20
21.2
106
18-190
1,2-Dichloroethane
ug/L
20
19.6
98
49-155
1,2-Dichloropropane
ug/L
20
19.7
98
1-210
1,3-Dichlorobenzene
ug/L
20
20.8
104
59-156
1,4-Dichlorobenzene
ug/L
20
20.7
104
18-190
Benzene
ug/L
20
20.6
103
37-151
Bromodichloromethane
ug/L
20
20.0
100
35-155
Bromoform
ug/L
20
20.7
103
45-169
Bromomethane
ug/L
20
21.9
110
1-242
Carbon tetrachloride
ug/L
20
21.3
107
70-140
Chlorobenzene
ug/L
20
21.6
108
37-160
Chloroethane
ug/L
20
22.5
113
14-230
Chloroform
ug/L
20
19.8
99
51-138
Chloromethane
ug/L
20
18.2
91
1-273
cis- 1,2-Dichloroethene
ug/L
20
18.3
91
68-146
cis-1,3-Dichloropropene
ug/L
20
19.8
99
1-227
Dibromochloromethane
ug/L
20
20.6
103
53-149
Ethylbenzene
ug/L
20
21.3
107
37-162
Methylene Chloride
ug/L
20
18.6
93
1-221
Tetrachloroethene
ug/L
20
21.6
108
64-148
Toluene
ug/L
20
20.5
103
47-150
trans-1,2-Dichloroethene
ug/L
20
18.5
92
54-156
trans- 1,3-Dichloropropene
ug/L
20
19.6
98
17-183
Trichloroethene
ug/L
20
20.4
102
71-157
Trichlorofluoromethane
ug/L
20
19.4
97
17-181
Vinyl chloride
ug/L
20
19.0
95
1-251
1,2-Dichloroethane-d4 (S)
%
99
70-130
4-Bromofluorobenzene (S)
%
101
70-130
Dibromofluoromethane (S)
%
98
70-130
Toluene-d8 (S)
%
98
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
943574
943575
MS MSD
92151776001
Spike Spike
MS
MSD
Ms MSD
% Rec
Parameter
Units
Result
Conc. Conc.
Result
Result
% Rec % Rec Limits RPD Qual
1,1,1-Trichloroethane
ug/L
NO
20 20
26.6
28.3
133
142 46-171 6
1,1,2,2-Tetrachloroethane
ug/L
ND
20 20
24.5
24.0
123
120 73-159 2
1,1,2-Trichloroethane
ug/L
ND
20 20
26.8
26.5
134
132 64-152 1
1,1-Dichloroethane
ug/L
NO
20 20
25.0
25.8
125
129 43-172 3
1,1-Dichloroethene
ug/L
ND
20 20
25.5
28.7
128
143 48-189 12
1,2-Dichlorobenzene
ug/L
ND
20 20
24.9
26.2
124
131 54-154 5
1,2-Dichloroethane
ug/L
ND
20 20
26.1
25.4
130
127 42-171 2
1,2-Dichloropropane
ug/L
NO
20 20
25.6
25.6
128
128 55-157 0
1,3-Dichlorobenzene
ug/L
ND
20 20
24.6
26.4
123
132 57-148 7
Date: 03/26/2013 06:08 PM
REPORT OF LABORATORY ANALYSIS
Page 8 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc

® Pace Analytical Services, Inc. Pace Analytical Services, Inc.
Analytical 205 East Meadow Road - Suite A 2225 Riverside Dr.
mvw.pacelabs.com Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
QUALITY CONTROL DATA
Project: Gaston County - Stanley
Pace Project No.: 92151546
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
943574
943575
MS MSD.
92151776001
Spike Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc. Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qua]
1,4-Dich]orobenzene
ug/L
ND
20
20
25.4
26.3
127
131
58-149
4
Benzene
ug/L
ND
20
20
27.2
28.1
136
141
54-163
3
Bromodichloromethane
ug/L
ND
20
20
26.2
26.3
131
132
56-152
1
Bromoform
ug/L
ND
20
20
26.6
26.8
133
134
53-151
1
Bromomethane
ug/L
ND
20
20
26.5
30.3
132
151
10-200
13
Carbon tetrachloride
ug/L
ND
20
20
28.0
29.7
140
148
41-175
6
Chlorobenzene
ug/L
ND
20
20
27.2
28.2
136
141
67-152
4
Chloroethane
ug/L
ND
20
20
32.4
34.0
162
170
23-200
5
Chloroform
ug/L
ND
20
20
26.9
28.6
135
143
51-166
6
Chloromethane
ug/L
ND
20
20'
27.0
27.6
135
138
40-175
2
cis-1,2-Dichloroethene
ug/L
ND
20
20
24.1
24.7
121
123
45-174
2
cis- 1,3-Dich]oropropene
ug/L
ND
20
20
26.1
26.1
130
131
38-146
0
Dibromochloromethane
ug/L
ND
20
20
26.6
•27.0
133
135
65-144
1
Ethylbenzene
ug/L
ND
20
20
26.7
28.0
133
140
57-152
5
Methylene Chloride
ug/L
2.86J
20
20
25.6
26.6
114
119
40-167
4
Tetrachloroethene
ug/L
ND
20
20
27.9
28.5
139
143
59-155
2
Toluene
ug/L
ND
20
20
26.0
27.1
130
136
47-162
4
trans- 1,2-Dichloroethene
ug/L
ND
20
20
24.3
25.7
122
129
47-178
5
trans- 1,3-Dichloropropene
ug/L
ND
20
20
25.4
25.1
127
126
39-148
1
Trichloroethene
ug/L
ND
20
20
27.8
28.4
139
142
60-153
2
Trichlorofluoromethane
ug/L
ND
20
20
26.1
28.3
131
142
42-199
8
Vinyl chloride
ug/L
ND
20
20
25.2
26.9
126
135
46-176
7
1,2-Dichloroethane-d4 (S)
%
99
100
70-130
4-Bromofluorobenzene (S)
%
103
102
70-130
Dibromofluoromethane (S)
%
96
96
70-130
Toluene-d8 (S)
%
99
97
70-130
ace
Date: 03/26/2013 06:08 PM REPORT OF LABORATORY ANALYSIS Page 9 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dr.
www.pacelabs.corrm Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
QUALITY CONTROL DATA
Project: Gaston County - Stanley
Pace Project No.: 92151546
QC Batch: WET/24655 Analysis Method: EPA 9040
QC Batch Method: EPA 9040 Analysis Description: 9040 pH
Associated Lab Samples: 92151546001, 92151546002, 92151546003
SAMPLE DUPLICATE: 942614
Parameter
pH
SAMPLE DUPLICATE: 942615
Parameter
pH
92151087001 Dup
Units Result Result
Std. Units 7.9 7.9
92151549001 Dup
Units Result Result
Std. Units 7.8 7.8
RPD Qualifiers
0 H6
RPD Qualifiers
0 H6
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Date: 03/26/2013 06:08 PM REPORT OF LABORATORY ANALYSIS Page 10 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

® Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnaiyiicai 205 East Meadow Road - Suite A 2225 Riverside Dr.
�wrw.pacelaica Eden, NC 27288 Asheville, NC 28804
/ [phone] [phone]
QUALITY CONTROL DATA
Project: Gaston County - Stanley
Pace Project No.: 92151546
QC Batch: WETA/14792 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92151546001, 92151546002, 92151546003
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
METHOD BLANK: 941377
Matrix: Water
Associated Lab Samples:
92151546001, 92151546002, 92151546003
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Nitrogen, Nitrate
mg/L
ND 0.020
03/19/13 22:51
LABORATORY CONTROL SAMPLE: 941378
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
Nitrogen, Nitrate
mg/L
2.5 2.5
102 90-110
MATRIX SPIKE SAMPLE:
941379
92151544003
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg/L
NO
2.5
2.4
95
90-110
MATRIX SPIKE SAMPLE:
941381
92151544001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg/L
4.5
2.5
6.9
95
90-110
SAMPLE DUPLICATE: 941380
92151544003
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
Nitrogen, Nitrate
mg/L
ND
ND
SAMPLE DUPLICATE: 941382
92151544001
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
Nitrogen, Nitrate
mg/L
4.5
4.5
0
Date: 03/26/2013 06:08 PM REPORT OF LABORATORY ANALYSIS Page 11 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

® Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
www.pacefabs.com Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone] [phone]
QUALIFIERS
Project: Gaston County - Stanley
Pace Project No.: 92151546
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PRL - Pace Reporting Limit.
RL- Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes toAzobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Acid preservation may not be appropriate for 2-Chloroethylvinyl ether, Styrene, and Vinyl chloride.
Pace Analytical is TN accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services - Asheville
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
H3 Sample was received or analysis requested beyond the recognized method holding time.
H6 Analysis initiated outside of the 15 minute EPA recommended holding time.
Date: 03/26/2013 06:08 PM REPORT OF LABORATORY ANALYSIS Page 12 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
wwwpacelabs.com
I
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Gaston County - Stanley
Pace Project No.: 92151546
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID
Sample ID
QC Batch Method
Analytical
QC Batch Analytical Method Batch
92151546001
Influent
EPA 624
MSV/22402
92151546002
Between Carbon
EPA 624
MSV/22402
92151546003
Effluent
EPA 624
MSV/22402
92151546001
Influent
EPA 9040
WET/24655
92151546002
Between Carbon
EPA 9040
WET/24655
92151546003
Effluent
EPA 9040
WET/24655
92151546001
Influent
EPA 353.2
WETA/14792
92151546002
Between Carbon
EPA 353.2
WETA/14792
92151546003
Effluent
EPA 353.2
WETA/14792
Date: 03/26/2013 06:08 PM REPORT OF LABORATORY ANALYSIS Page 13 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

UUCUfnefil Nallie. UUGU111CI11 RGVIJCU. inai%n i.r1 cU i.r
aceAf)alyt/cal Sample Condition Upon Receipt (SCUR) Page 1 of 2
Document Number: Issuing Authority:
I F-CHR-CS-03-rev.10 Pace Huntersville Quality Office
Client Name:
Where Received: Huntersville ❑ Asheville ❑ Eden ❑ Raleigh
r Courier: ❑Fed Ex ❑ UPS❑ USPS❑ Clien�L�'J Commercial❑ Pace Other rO ttollal y J
,_ Prof 2Due'Oate � �h
i Custody Seal on Cooler/Box Present: El yes [Z/ no Seals intact: [Iyes Elno pro ;Name
Packing Material: ❑ Bubble Wrap 0.4fubble Bags ❑ None ❑ Other
Thermometer Used: IR Gun T1101 T1t1 j Type of Ice: 5t Blue None ❑isamples on ice, cooling process has begun
74 d n9 • KIn r'nrrcrrfinn
Corrected Cooler Temp.:, C
Biological Tissue is Frozen: Yes No NIA
Date and I1" s fr o ekamining
contents:
Temp should be above freezing to 6°C
Comments:
Chain of Custody Present:
As ❑No
❑N/A
1.
Chain of Custody Filled Out:
Y s ❑No
❑N/A
2.
Chain of Custody Relinquished:
Ies ❑No
❑N/A
3.
Sampler Name & Signature on COC:
es ❑No
❑N/A
4.
Samples Arrived within Hold Time:
Ye ❑
❑N/A
5.
Short Hold Time Analysis (<72hr):
es
❑N/A
6.
Rush Turn Around Time Requested:
❑Yes YNO
❑N/A
7.
Sufficient Volume:
es []-No
❑N/A
8.
Correct Containers Used:
t. 4s ❑No
! /
❑N/A
9.
-Pace Containers Used:
Y s ❑No
❑N/A
Containers Intact:
Yes ❑No
❑ A
10.
Filtered volume received for Dissolved tests
❑Yes ❑No
N/A
11.
Sample Labels match COC:
,f�les ❑No
❑NIA
12.
-Includes date/time/ID/Analysis Matrix:
All containers needing preservation have been checked.
❑Yes ❑No
❑>fA
13.
All containers needing preservation are found to be in
compliance with EPA recommendation.
[]Yes ❑No
N/A
exceptions: VOA, coliform, TOC, O&G, WI-DRO (water)
/
❑yes [IN.
Samples checked for dechlorination:
es ON.
l
1
Headspace in VOA Vials ( >6mm):
Dyes ❑N6" ❑N/A
15.
Trip Blank Present:
❑Yes ❑No
❑rX
16.
Trip Blank Custody Seals Present
❑Yes ❑No
❑NI
Pace Trip Blank Lot # if purchased):
Client Notification/ Resolution: Field Data Required? Y / N
Person Contacted: Date/Time:
Comments/ Resolution:
SCURF Review: Date:,�)'r'r WQ# a ,92151546 -
SRF Review: ! Date: Zli) 1
Note: Whenever there is a discrepancy affecting North Carolina compliance II
samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office ( i.e out of hold, incorrect preservative, out of temp, 3,
incorrect containers)

PaceAnalyrical "
wtwi.pacelabs.cem
CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section B Section C
Page: of
Required Client Information: Required Project Information: Invoice Information:
--y
Company: _ r Report To: I Attention:
760
Address:
'7 g
Co To:
Copy
Company Name:
p
REGULATORY AGENCY
�r All1 . � � "r �r /3�
Address:
NPDES r` GROUND WATER I DRINKING WATER
--
UST 7 RCRA OTHER
Email o:.
Purchase Order No.: _ y
Pace Quote
Reference:
Phone: c Fax:
YG%,`f ._Z r! f "� % J r0,: _7 jr/..-t 5't Y
Project Name: S f
G`° �.n i'G•ri b�s J`�Ci
Pare Project
Manager:
Site Location
STATE:
Requested Due Date/TAT:
Project Number:
Pace Prople #: -ry f ��
LJ
Requested
Analysis
Filtered
(YIN)
Section D Matrix Codes
�
z
Required Client Information MATRIX I CODE
c
a
COLLECTED
Preservatives
Y
Drinking Water UW
()
zz
Water WT
Waste Water WW
o
a
O
COMPOSITE
COMPOSITE
H
Product (>
m
rn
START
ENU1GRAe
w
J
Z
_
Soil/Solid SL
0
r
SAMPLE E ID oil OL
"
0
a)
Wipe
(A-Z, 0-91 ;) Air AR
W
`..
U.1
¢ W
rn
N
J
`o
Sample IDS MUST BE UNIQUE Tissue TS
O
w Z
Z
N
\ ,
�j
G ,•7 I ���L 1 -
Other OT
X
w O
Om
a
A
s
¢
¢ O
a
0)
z
U
m
m
d
.�
N
DATE
TIME
DATE
TIME
u) #
_
_
=
Z
z
�
O
y
iY
Pace Project No./ Lab I.D.
/
d
5
6
7
8
9
19
11
12
ADDITIONAL COMMENTS
RELINQUISHED BY I AFFILIATION
DATE TIME
ACCEPTED BY I AFFILIATION
DATE
TIME
SAMPLE CONDITIONS
11 ^^
SAMPLER NAME AND SIGNATURE
V
o
m
m
r_,
(.1 i L. i,
, �i_
E
u
V
PRINT Name of SAMPLER:
SIGNATURE of SAMPLER: / /
_ -- -_�i e:./
DATE Signed ? /
f % / Z t/ -3
is
F.
�
N
E
E
rn
'Important Note: By signing this form you are accepting Pace's NET 30 day payment terms and agreeing to late charges of 1.5% per month for any Invoices not paid within 30 days. F-ALL-Q-020rev.07, 15-May-2007

EF1 l
Global
Complex Issues - Solid Solutions
APPENDIX B
GW-59 and GW-59A Forms

1 - get me
nttp://portal.ncaennorg/c/oocument library/get tile-!uu1d=19cdc3'/4-...
GNV-59A COMPLIANCE REPORT FORM Permit # c9 v ez;, k for
(Snhijdt one each moniro7Tng period nwitl: GIV- 9fon.,m.)
1
Enter date monitoring results were due. (J� - . A , i ) Will this monitoring report (GW-59 and GW-59A)
11S
NO
be submitted after the established due date?
2
Was any required utforination inissing on tide GNV--59 report forans?
YES
O
1F the answer to question 1 or 2 is "YES'; Hst in the space provided below the well identification number(s) and
explain the problems encountered In obtaining the required infonnation.
3
?ire miy of the monitor wells Jin need of repair or maintenance (damaged casing, indociced or ndssing cap, missing
YES
NO
identfiication plate, area overp•oi-vu, etc.)? Ifthe answer is "Yes'; contact the Regional Office forguidance.
4
Are any monitored constituents equal to or above the established standards?
YE4
NO
If the answer to question 4 is "NO". skip to section 8.
If the answer to question 4 is "YES" list the affected wells individually with constituent(s) and concentration(s)
exceeding standards in the space provided below:
/VI w - 3 C - e � /c / f % jAA U- - 1( - 8,1,
AA `I 7 7 A
For the constituents identified in question 4 above. have standards been exceeded previously for the
kS/
NO
same constituents) in the same well(s) in the last two years?
If the answer to question 5 is "NO" skip to section 8.
If the answer to question 5 is "YES", list in the space provided below, each well with constituent(s) exceeding
standards. concentration(s) reporter(. and sample collection date for each occunence (for the last two years).
6 Y ✓) /G F'f i:` i ! 2 / /! f
6
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YES
NO
If the answer is "YES'; a groundwater quality problem maybe occurring. CONTACT THE REGIONAL
OFFICE IMMEDIATELY FOR GUIDANCE. if the answer is "NO". monitoring wells may be improperly
located; contact the Regional Office.
7
Is the permittee implementing previously approved actions required by the Division involving this
ES
NO
groundwater quality problem?
if the answer to question 7 is "YES': describe those actions in the space provided below.
If the answer to question 7 is "NO" contact the Regional Office within 90 days; an evaluation may be
required to determine the Impact the waste disposal system is having at the review and compliance
boundaries surrounding this facility. Failure to do so may subject the permittee to a Notice of Violation,
fines, and/or penalties.
1177�hrf
g
The person completing this portion (GIN-59A) of the monitoring report should sign below and submit this
fort with GW--59 forms for required wells to the address provided at the top of the current OW-59 form.
hereby acknowledge that the above information was evaluated and the information submitted in this
report (Compliance Report GW-59A) is true and complete to the best of my knowledge.
Signature of Permittee (or Authorized Agent) Date
Gam'-59 A 12/3/2003
1 of 2 4/11/2013 4:26 PM

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dt� 1i59 cic7 a'i Er?r � Sir u n 0J 1'' 4,1 ia31'
Art aa►w eS tar gan,sitor IveIEsat tt•Ped oil' a'ry ua or mazrrnumce (dau-.21v-d exsnsexsnt�, o.,at�ckrsl �x :n:;xzTa,• rap,
ldrsto' catir.rs Erfaee. arts a.'rrz rams. rtr,_)Y ;i'At ana-er
Gr abo ;e
d JT u:8 emmor L-0 Cc'(Mcin 4 b "A10 ..T'k 3 to .;e . psj c_ "". _...-...�..,........�. ...r
It the artswmr fO 9UCvzicn 4 f3 "Y1=S09 &:t riiia a:fcyLi�;,d weakt ir,4t&evs,3.�;,r w*h cot?s La er'*T) BfrtS CQt�:e f ,G7 ` ;��Si
r�v1e'acd bc��
� J'fi �— � S' • d' ;� %L dv P js !X/� 1:r � /er r ,y , S' .:3 f � I 4 _
For t#ie t:s4;*ia?n.^3 ldecE��t7etP !rE ese:�sZ;�t� : b�s3�a. 6far:5 stsrt-ri�ttis b+�on �xcae ?d r-av Ous Yf4r t;;iq
{ sarrt? CO i tifnrsnt(s) in th } SJEYh? w-mMOst In the la , tLgo ye;ar:o?
{ li atC e -ASFElYfit,lw7•''Zora J h: 'I,ji
.o
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ACTIVE REMEDIATION MONITORING REPORT
JAN UARY 1, 2010 — MAY S, 2011
Gaston County Dyeing Machine Company
Stanley Facility
Gaston County, North Carolina
Ground Water Incident Number 0528
July 26, 2011

ACTIVE REMEDIATION MONITORING REPORT
JANUARY 1, 2010 - MAY 8, 2011
Gaston County Dyeing Machine Company
Stanley Facility
Gaston County, North Carolina
Ground Water Incident Number 0528
This report wad
C LAyy\
lip
This report was re' J by
July 26, 2011
Dale Lanier, PG of A&W Professional Services, PLLC.
Robert Hird, PG of A&W Professional Services, PLLC.

TABLE OF CONTENTS
1.0 INTRODUCTION 1
2.0 ANNUAL GROUND WATER MONITORING I
3.0 SYSTEM SAMPLING AND OPERATION AND MAINTENANCE 2
3.1 System Sampling 2
3.2 Operation and Maintenance 3
4.0 CONCLUSIONS AND RECOMMENDATIONS 3
5.0 REMARKS 3
TABLES
Table 1 Ground Water Elevation Data
Table 2 Summary of Ground Water Analytical Results
Table 3 Summary of Ground Water Remediation System Influent and
Effluent Analytical Results
FIGURES
Figure 1 Topographic Location Map
Figure 2 Site Map
Figure 3 Shallow Ground Water Potentiometric Map, April 30, 2011
Figure 4 Tetrachloroethene Concentration Map, April 30, 2011
APPENDICES
Appendix A: Laboratory Analytical Report — April 30 and May 8, 2011
Appendix B: GW-59 and GW-59A Forms

1.0 INTRODUCTION
A&W Professional Services, PLLC (A&W) prepared this Active Remediation Monitoring Report on
behalf of Gaston County Dyeing Machine (GCDMC). This report summarizes ground water monitoring
and treatment system operational data obtained between January 1, 2010 and May 8, 2011. Also
included in the report are the results of annual ground water sampling. The site is located in the town of
Stanley, Gaston County, North Carolina. Figure 1 is a Topographic Map of the property and surrounding
area.
A&W prepared this report in accordance with the North Carolina Department of Environment and
Natural Resources (NCDENR), Division of Environmental Management (DEM), Non -Discharge Permit
Number WQ0008907. The permit requires monitoring wells MW-3, MW-5, MW-7 (formerly MW-7B),
MW-14 and MW-16 to be sampled in October of each year. Regulatory management of the site was
transferred to the Inactive Hazardous Waste Branch (H-IWB) in 2010. The IhIWB did not require
sampling in October 2010, however, to meet the requirements of the Non -Discharge Permit, GCDMC
requested A&W to complete the annual sampling. Therefore, A&W conducted the annual sampling
event on April 30, 2011.
Please note that MW-7B (intermediate depth well) will be referred to as MW-7 in accordance with the
NCDENR, Permits and Compliance Unit. In addition, influent and effluent samples are collected
annually to evaluate the system performance. Figure 2 is a Site Map detailing pertinent site features and
monitoring well locations.
2.0 ANNUAL GROUND WATER MONITORING
A&W measured the depth to the water table in the on -site and off -site monitoring wells on April 30,
2011. The historical static water level measurements and elevation data are presented in Table 1. The
static water level measurements at this site indicate the direction of ground water flow is generally
toward the west and southwest. Figure 3 is a Potentiometric Map that illustrates the direction of ground
water flow.
A&W collected water samples from monitoring wells MW-3, MW-5, MW-7, MW-14, and MW-16 on
April 30, 2011. A&W submitted the ground water samples to Pace Analytical Services, Inc. (Pace) for

laboratory analyses for standard pH and volatile organic compounds (VOCs) by EPA Methods 9040 and
624, respectively. According to the laboratory analytical report, tetrachloroethene was detected at
concentrations of 9.5 micrograms per liter (µg/I) and 5.5 µg/1 in the ground water samples that were
collected from monitoring wells MW-14 and MW-16, respectively. A summary of the most recent and
historical ground water analytical results are included in Table 2. The laboratory report for the 2011
sampling event is included in Appendix A.
Figure 4 is a Tetrachloroethene Concentration Map from the April 2011 sampling event. This map also
includes the laboratory analytical results for the influent sample that was collected from recovery well
RW-1. According to the report, tetrachloroethene was detected in this sample at 5.0 ug/l. The
tetrachloroethene concentrations that were detected in samples from monitoring wells MW-14 and MW-
16 and recovery well RW-1 decreased slightly. See Table 2 and Figure 4 for the tetrachloroethene
concentrations.
A&W completed the required GW-59 forms for each well and submitted them to the DEM Groundwater
Section, Permits and Compliance Units, as required by the non -discharge permit. Copies of the GW-59
and GW-59A forms are included in Appendix B.
3.0 SYSTEM SAWLING AND OPERATION AND MAINTENANCE
3.1 System Sampling
A&W collected samples from the influent, before the carbon canisters, between the carbon canisters
(carbon), and from the effluent on April 30, 2011. The samples were submitted to Pace for laboratory
analysis of nitrates, standard pH, and VOCs in accordance with EPA Methods 352.2, 9040, and 624. As
previously mentioned, tetrachloroethene was detected at 5.0 µg/l in the influent sample. No VOCs were
collected in the samples collected before the carbon canisters, between the carbon canisters, or in the
effluent samples. Additionally, nitrates were not detected at concentrations exceeding the ground water
standard. However, because the hold time had expired for analyzing the samples for nitrates, A&W
collected additional samples from the before the carbon canisters, between the carbon canisters, and after
the carbon canisters on May 8, 2011. Nitrates were not detected in these samples at concentrations
exceeding the ground water standard. Table 3 presents the historic influent and effluent sample
analytical results. The laboratory analytical report is provided in Appendix A.
2

3.2 Oneratio n and Maintenance
Between December 31, 2009 and May 8, 2011, the remediation system operated an estimated 456 days
out of a possible 493 days. During the annual reporting period, approximately 364039 gallons of water
were treated by the remediation system. The total quantity of water that has been treated since
remediation commenced at this site is 5,153300 gallons. The average flow rate for this period was
approximately 798 gallons per day while the system was operating. The effluent water was injected at an
average rate of approximately 0.6 gallons pet minute while the system was operating. Injection well
pressure readings generally ranged between 2 and 4 pounds per square inch (psi), were below the
injection well permit maximum of 5 psi.
4.0 CONCLUSIONS AND RECOMW DATIONS
Tetrachloroethene has historically been detected at concentrations exceeding state standards in ground
water samples that have been collected at the site. However, these concentrations have reduced over time
in the area of impact near the former lagoon, and have been below the laboratory detection limit in the
source area monitoring well (MW-3) for several years. Additionally, the tetrachloroethene
concentrations in samples from down -gradient monitoring wells MW-14 and MW-16 continue to decline.
The geometric plume shape has remained fairly stationary and the contaminant concentrations have been
reduced through a combination of natural attenuation and removal by the remediation system.
CGDM will continue to operate the remediation system until the plume boundaries can be re-established
and tetrachloroethene is reduced sufficiently to justify turning off the remediation system. GCDM will
continue to conduct annual sampling of the ground water and the remediation system. The next annual
sampling event is scheduled for October 2012.
5.0 RE3LkRKS
The analyses contained in this report represent A&W's professional opinions and are based upon the
finding of this investigation and the investigation performed by others. These opinions are arrived in
accordance with the currently accepted hydrogeologic and engineering practices at this time and location
and no warranties or guarantees are intended or implied.
3

3.2 Operation and Maintenance
Between December 31, 2009 and May 8, 2011, the remediation system operated an estimated 456 days
out of a possible 493 days. During the annual reporting period, approximately 364039 gallons of water
were treated by the remediation system. The total. quantity of water that has been treated since
remediation commenced at this site is 5,153300 gallons. The average flow rate for this period was
approximately 798 gallons per day while the system was operating. The effluent water was injected at an
average rate of approximately 0.6 gallons per minute while the system was operating. Injection well
pressure readings generally ranged between 2 and 4 pounds per square inch (psi), were below the
injection well permit maximum of 5 psi.
4.0 CONCLUSIONS AND RECOAUVFLENDATIONS
Tetrachloroethene has historically been detected at concentrations exceeding state standards in ground
water samples that have been collected at the site. However, these concentrations have reduced over time
in the area of impact near the former lagoon, and have been below the laboratory detection limit in the
source area monitoring well (MW-3) for several years. Additionally, the tetrachloroethene
concentrations in samples from down -gradient monitoring wells MW-14 and MW-16 continue to decline.
The geometric plume shape has remained fairly stationary and the contaminant concentrations have been
reduced through a combination of natural attenuation and removal by the remediation system.
CGDM will continue to operate the remediation system until the plume boundaries can be re-established
and tetrachlo_roethene is reduced sufficiently to justify turning off the remediation system. GCDM will
continue to conduct annual sampling of the ground water and the remediation system. The next annual
sampling event is scheduled for October 2012.
5.0 RENLARKS
The analyses contained in this report represent A&W's professional opinions and are based upon the
fmding of this investigation and the investigation performed by others. These opinions are arrived in
accordance with the currently accepted hydrogeologic and engineering practices at this time and location
and no warranties or guarantees are intended or implied.
3

Many of the opinions in this report are based upon the work and statements of others, including but
limited to laboratory reports and previous enviromnental investigations reports. A&W assumes this work
and these statements to be accurate, but accepts no responsibility, for the quality and inaccuracies of this
work and these statements.
Gaston County Dye Machine/Stanley Annual Report -June 2011 report.doc

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 1 OF 18
WELL NO: PZ-1
TOC ELEV: 78.57 TOTAL DEPTH: 35.00
LS ELEV: 78.87 CREEK SECTION: 25 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
NA
NA
NA
09/28/94
30.94
31.24
47.63
01 /17/95
27.55
27.85
51.02
04/11/95
26.85
27.15
51.72
07/12/95
28.09
28.39
50.48
10/11 /95
30.66
30.96
47.91
04/25/96
28.80
29.10
49.77
10/17/96
29.81
30.11
48.76
04/04/97
28.65
28.95
49.92
10/02/97
29.11
29.41
49.46
04/09/98
27.18
27.48
51.39
10/13/98
29.55
29.85
49.02
04/08/99
31.25
31.55
47.32
10/14/99
33.51
33.81
45.06
10/17/00
32.69
32.99
45.88
10/16/01
33.69
33.99
44.88
10/29/02
34.67
34.97
43.90
10/17/03
27.70
28.00
50.87
10/29/04
30.58
30.88
47.99
10/29/05
30.07
30.37
48.50
11 /20/06
30.86
31.16
47.71
10/24/07
31.95
32.25
46.62
11 /03/08
30.86
31.16
47.71
12/23/09
30.41
30.71
48.16
04/30/11
31.13
31.43
47.44
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 2OF18
WELL NO: MW-1
TOC ELEV: 78.49 TOTAL DEPTH: 35.30
LS ELEV: 77.93 CREEK SECTION: 25 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
DRY
NA
UNK
09/28/94
DRY
NA
U N K
01/17/95
DRY
NA
UNK
04/11/95
DRY
NA
UNK
07/12/95
NM
NA
UNK
10/11/95
NM
NA
UNK
04/25/96
NM
NA
U N K
10/17/96
DRY
NA
UNK
04/04/97
28.77
28.21
49.72
10/02/97
DRY
NA
UNK
04/09/98
28.10
27.54
50.39
10/13/98
Dry
NA.
NA
04/08/99
31.19
30.63
47.30
10/14/99
DRY
DRY
>43.19
10/17/00
32.50
31.94
45.99
10/16/01
DRY
NA
UNK
10/29/02
DRY
NA
UNK
10/17/03
29.20
28.64
49.29
10/29/04
31.70
31.14
46.79
10/29/05
31.08
30.52
47.41
11 /20/06
31.22
30.66
47.27
10/24/07
32.68
32.12
45.81
11 /03/08
31.76
31.20
46.73
12/23/09
31.11
30.55
47.38
04/30/11
31.42
30.86
47.07
WELL NO: MW-2 Monitoring well abandoned
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI. NO.0528
PAGE 3OF18
WELL NO: MW-3
TOC ELEV: 78.71 TOTAL DEPTH: 42.90
LS ELEV: 78.14 CREEN SECTION: LINK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
31.00
30.43
47.71
09/28/94
32.90
32.33
45.81
01 /17/95
30.52
29.95
48.19
04/11 /95
29.48
28.91
49.23
07/12/95
30.17
29.60
48.54
10f11 /95
31.52
30.95
47.19
04/25/96
29.59
29.02
49.12
10/17/96
30.96
30.39
47.75
04/04/97
29.55
28.98
49.16
10/02/97
31.39
30.82
47.32
04/09/98
28.97
28.40
49.74
10/13/98
31.79
31.22
46.92
04/08/99
31.92
31.35
46.79
10/14/99
33.85
33.28
44.86
10/17/00
33.25
32.68
45.46
10/16/01
34.61
34.04
44.10
10/29/02
35.24
34.67
43.47
10/17/03
30.00
29.43
48.71
10/29/04
31.40
30.83
47.31
10/29/05
31.96
31.39
46.75
11 /20/06
31.83
31.26
46.88
10/24/07
33.65
33.08
45.06
11 /03/08
32.33
31.76
46.38
12/23/09
31.59
31.02
47.12
04/30/11
32.01
31.44
46.70
WELL NO: MW-4 Monitoring well abandoned
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0628
PAGE 4 OF 18
WELL NO: MW-5
TOC ELEV: 92.26 TOTAL DEPTH: 65
LS ELEV: 90.95 CREEK SECTION: LINK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
38.55
37.24
53.71
09/28/94
40.00
38.69
52.26
01 /17/95
39.95
38.64
52.31
04/11 /95
38.96
37.65
53.30
07/12/95
39.05
37.74
53.21
10/11 /95
40.05
38.74
52.21
04/25/96
38.24
36.93
54.02
10/17/96
39.02
37.71
53.24
04/04/97
38.43
37.12
53.83
10/02/97
39.84
38.53
52.42
04/09/98
38.26
36.95
54.00
10/13/98
40.25
38.94
52.01
04/08/99
40.96
39.65
51.30
10/14/99
42.47
41.16
49.79
10/17/00
42.31
41.00
49.95
10/16/01
43.41
42.10
48.85
10/29/02
44.71
43.40
47.55
10/17/03
39.30
37.99
52.96
10/29/04
40.33
39.02
51.93
10/29/05
40.98
39.67
51.28
11 /20/06
41.02
39.71
51.24
10/24/07
42.35
41.04
49.91
11 /03/08
41.87
40.56
50.39
12/23/09
41.26
39.95
51.00
04/30/11
41.33
40.02
50.93
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 6 OF 18
WELL NO: MW-6
TOC ELEV: 77.12 TOTAL DEPTH: 39.38
LS ELEV: 76.50 CREEN SECTION: 10 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
32.20
31.58
44.92
09/28/94
32.81
32.19
44.31
01 /17/95
32.67
32.05
44.45
04/11 /95
31.17
30.55
45.95
07/12/95
31.80
31.27
45.23
10/11 /95
32.34
31.72
44.78
04/25/96
30.52
29.90
46.60
10/17/96
32.41
31.79
44.71
04/04/97
31.17
30.55
45.95
10/02/97
33.36
32.74
43.76
04/09/98
31.04
30.42
46.08
10/13/98
34.27
33.65
42.85
04/08/99
33.50
32.88
43.62
10/14/99
34.61
33.99
42.51
10/17/00
35.19
34.57
41.93
10/16/01
36.82
36.20
40.30
10/29/02
37.23
36.61
39.89
10/17/03
31.00
30.38
46.12
10/29/04
33.71
33.09
43.41
10/29/05
34.67
34.05
42.45
11 /20/06
34.08
33.46
43.04
10/24/07
36.55
35.93
40.57
11 /03/08
35.37
34.75
41.75
12/23/09
34.00
33.38
43.12
04/30/11
34.01
33.39
43.11
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 6OF18
WELL NO: RW-7 (Formerly MW-7)
TOC ELEV: 72.31 TOTAL DEPTH: 40.00
LS ELEV: 71.07 CREEK SECTION: LINK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
NM
NA
UNK
09/28/94
NM
NA
U N K
01 /17/95
24.72
23.48
47.59
04/11/95
23.74
22.50
48.57
07/12/95
24.78
23.54
47.53
10/11/95
24.70
23.46
47.61
04/25/96
20.38
19.14
51.93
10/17/96
27.44
26.20
44.87
04/04/97
29.25
28.01
43.06
10/02/97
27.12
25.88
45.19
04/09/98
27.79
26.55
44.52
10/13/98
30.82
29.58
41.49
04/08/99
30.70
29.46
41.61
10/14/99
26.49
25.25
45.82
10/17/00
25.94
24.70
46.37
10/16/01
28.46
27.22
43.85
10/29/02
28.33
27.09
43.98
10/17/03
17.78
16.54
54.53
10/29/04
21.13
19.89
51.18
10/29/05
23.05
21.81
49.26
11 /20/06
36.06
34.82
36.25
10/24/07
25.15
23.91
47.16
11 /03/08
25.50
24.26
46.81
12/23/09
32.00
30.76
40.31
04/30/11
25.31
24.07
47.00
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0628
PAGE 7 OF 18
WELL NO: MW-7 (Formerly MW-713)
TOC ELEV: 77.78 TOTAL DEPTH: 56.50
LS ELEV: 75.35 CREEN SECTION: 5 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
30.76
28.33
47.02
09/28/94
31.33
28.90
46.45
01/17/95
31.30
28.87
46.48
04/11 /95
30.57
28.14
47.21
07/12/95
30.93
28.50
46.85
10/11 /95
31.24
28.81
46.54
04/25/96
29.42
26.99
48.36
10/17/96
31.06
28.63
46.72
04/04/97
29.55
27.12
48.23
10/02/97
32.23
29.80
45.55
04/09/98
29.63
27.20
48.15
10/13/98
32.67
30.24
45.11
04/08/99
31.69
29.26
46.09
10/14/99
33.43
31.00
44.35
10/17/00
32.19
29.76
45.59
10/16/01
34.53
32.10
43.25
10/29/02
34.85
32.42
42.93
10/17/03
31.36
28.93
46.42
10/29/04
31.54
29.11
46.24
10/29/05
32.89
30.46
44.89
11 /20/06
30.54
28.11
47.24
10/24/07
34.35
31.92
43.43
11 /03/08
33.08
30.65
44.70
12/23/09
24.59
22.16
53.19
04/30/11
32.36
29.93
45.42
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 8 OF 18
WELL NO: MW-7C
TOC ELEV: 76.54 TOTAL DEPTH: 101.50
LS ELEV: 74.25 CREEN SECTION: UNK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
29.25
26.96
47.29
09/28/94
29.87
27.58
46.67
01 /17/95
29.78
27.49
46.76
04/11 /95
29.04
26.75
47.50
07/12/95
29.39
27.10
47.15
10/11 /95
29.80
27.51
46.74
04/25/96
27.96
25.67
48.58
10/17/96
29.53
27.24
47.01
04/04/97
28.10
25.81
48.44
10/02/97
30.67
28.38
45.87
04/09/98
28.11
25.82
48.43
10/13/98
31.11
28.82
45.43
04/08/99
30.26
27.97
46.28
10/14/99
31.95
29.66
44.59
10/17/00
31.64
29.35
44.90
10/16/01
33.04
30.75
43.50
10/29/02
33.42
31.13
43.12
10/17/03
29.75
27.46
46.79
10/29/04
30.05
27.76
46.49
10/29/05
31.32
29.03
45.22
11 /20/06
30.54
28.25
46.00
10/24/07
32.70
30.41
43.84
11 /03/08
31.46
29.17
45.08
12/23/09
30.43
28.14
46.11
04/30/11
30.81
28.52
45.73
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 9 OF 18
WELL NO: MW-8
TOC ELEV: 72.80
TOTAL DEPTH: 38.50
LS ELEV: 72.30
CREEN SECTION: UNK
DEPTH FROM DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
21.92
21.42
50.88
09/28/94
20.62
20.12
52.18
01 /17/95
21.61
21.11
51.19
04/11 /95
20.30
19.80
52.50
07/12/95
21.04
20.54
51.76
10/11 /95
22.14
21.64
50.66
04/25/96
19.83
19.33
52.97
10/17/96
21.48
20.98
51.32
04/04/97
19.94
19.44
52.86
10/02/97
22.14
21.64
50.66
04/09/98
20.07
19.57
52.73
10/13/98
23.80
23.30
49.00
04/09/99
21.84
21.34
50.96
10/14/99
24.25
23.75
48.55
10/17/00
23.49
22.99
49.31
10/16/01
24.16
23.66
48.64
10/29/02
26.17
25.67
46.63
10/17/03
21.18
20.68
51.62
10/29/04
23.92
23.42
48.88
10/29/05
23.53
23.03
49.27
11 /20/06
22.44
21.94
50.36.
10/24/07
25.38
24.88
47.42
11 /03/08
22.87
22.37
49.93
12/23/09
21.70
21.20
51.10
04/30/11
22.36
21.86
50.44
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 10 OF 18
WELL NO: MW-9
TOC ELEV: 69.45 TOTAL DEPTH: 25.50
LS ELEV: 66.64 CREEK SECTION: 10 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
19.94
17.13
49.51
09/28/94
19.64
16.83
49.81
01 /17/95
18.61
15.80
50.84
04/11 /95
18.31
15.50
51.14
07/12/95
18.94
16.13
50.51
10/11 /95
19.55
16.74
49.90
04/25/96
17.43
14.62
52.02
10/17/96
19.40
16.59
50.05
04/04/97
17.43
14.62
52.02
10/02/97
20.71
17.90
48.74
04/09/98
17.20
14.39
52.25
10/13/98
21.29
18.48
48.16
04/08/99
19.85
17.04
49.60
10/14/99
22.26
19.45
47.19
10/17/00
20.98
18.17
48.47
10/16/01
23.36
20.55
46.09
10/29/02
23.62
20.81
45.83
10/17/03
18.60
15.79
50.85
10/29/04
20.11
17.30
49.34
10/29/05
20.88
18.07
48.57
11 /20/06
19.59
16.78
49.86
10/24/07
22.93
20.12
46.52
11 /03/08
20.20
17.39
49.25
12/23/09
18.99
16.18
50.46
04/30/11
19.44
16.63
50.01
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0628
PAGE 11 OF 18
WELL NO: MW-10
TOC ELEV: 69.18 TOTAL DEPTH: 29.00
LS ELEV: 67.69 CREEN SECTION: 15 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
22.37
20.88
46.81
09/28/94
22.39
20.90
46.79
01 /17/95
21.39
19.90
47.79
04/11 /95
20.81
19.32
48.37
07/12/95
21.65
20.16
47.53
10/11 /95
22.29
20.80
46.89
04/25/96
20.05
18.56
49.13
10/17/96
22.11
20.62
47.07
04/04/97
20.29
18.80
48.89
10/02/97
23.05
21.56
46.13
04/09/98
19.84
18.35
49.34
10/13/98
23.53
22.04
45.65
04/08/99
22.33
20.84
46.85
10/14/99
24.44
22.95
44.74
10/17/00
23.29
21.80
45.89
10/16/01
25.61
24.12
43.57
10/29/02
25.72
24.23
43.46
10/17/03
21.32
19.83
47.86
10/29/04
22.49
21.00
46.69
10/29/05
DRY
DRY
DRY
11 /20/06
21.64
20.15
47.54
10/24/07
22.78
21.29
46.40
11 /03/08
22.72
21.23
46.46
12/23/09
21.45
19.96
47.73
04/30/11
22.03
20.54
47.15
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 12 OF 18
WELL NO: MW-11
TOC ELEV: 76.23 TOTAL DEPTH: 34.00
LS ELEV: 73.68 CREEN SECTION: 25 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
26.80
24.25
49.43
09/28/94
27.41
24.86
48.82
01 /17/95
27.27
24.72
48.96
04/11 /95
26.50
23.95
49.73
07/12/95
26.88
24.33
49.35
10/11/95
27.37
24.82
48.86
04/25/96
25.39
22.84
50.84
10/17/96
27.02
24.47
49.21
04/04/97
25.57
23.02
50.66
10/02/97
28.36
25.81
47.87
04/09/98
25.62
23.07
50.61
10/13/98
28.82
26.27
47.41
04/08/99
27.95
25.40
48.28
10/14/99
29.52
26.97
46.71
10/17/00
29.03
26.48
47.20
10/16/01
30.69
28.14
45.54
10/29/02
30.88
28.33
45.35
10/17/03
27.44
24.89
48.79
10/29/04
NM
NM
NM
10/29/05
28.98
26.43
47.25
11 /20/06
28.24
25.69
47.99
10/24/07
30.44
27.89
45.79
11 /03/08
29.21
26.66
47.02
12/23/09
27.99
25.44
48.24
04/30/11
28.48
25.93
47.75
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 13 OF 18
WELL. NO: MW-12
TOC ELEV: 77.45 TOTAL DEPTH: 34.00
LS ELEV: 75.99 CREEK SECTION: 25 FEET
DEPTH FROM DEPTH FROM' GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
30.69
29.23
46.76
09/28/94
31.00
29.54
46.45
01 /17/95
30.11
28.65
47.34
04/11 /95
29.28
27.82
48.17
07/12/95
30.12
28.66
47.33
10/11/95
30.94
29.48
46.51
04/25/96
28.66
27.20
48.79
10/17/96
30.71
29.25
46.74
04/04/97
28.81
27.35
48.64
10/02/97
31.61
30.15
45.84
04/09/98
28.40
26.94
49.05
10/13/98
32.10
30.64
45.35
04/08/99
33.03
31.57
44.42
10/14/99
NM
NM
NM
10/17/00
32.25
30.79
45.20
10/16/01
34.41
32.95
43.04
10/29/02
34.60
33.14
42.85
10/17/03
DRY
DRY
DRY
10/29/04
DRY
DRY
DRY
10/29/05
DRY
DRY
DRY
11 /20/06
DRY
DRY
DRY
10/24/07
DRY
DRY
DRY
11 /03/08
DRY
DRY
DRY
12/23/09
DRY
DRY
DRY
04/30/11
29.16
27.70
48.29
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUNDWATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 14 OF 18
WELL NO: MW-13
TOC ELEV: 58.87 TOTAL DEPTH: 27.00
LS ELEV: 58.90 CREEK SECTION: 15 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
12.48
12.51
46.39
09/28/94
12.33
12.36
46.54
01 /17/95
10.95
10.98
47.92
04/11/95
10.73
10.76
48.14
07/12/95
11.60
11.63
47.27
10/11 /95
11.02
11.05
47.85
04/25/96
9.87
9.90
49.00
10/17/96
12.04
12.07
46.83
04/04/97
10.00
10.03
48.87
10/02/97
12.91
12.94
45.96
04/09/98
10.70
10.73
48.17
10/13/98
13.39
13.42
45.48
04/08/99
12.03
12.06
46.84
10/14/99
NM
NM
NM
10/17/00
13.04
13.07
45.83
10/16/01
15.55
15.58
43.32
10/29/02
15.38
15.41
43.49
10/17/03
11.27
11.30
47.60
10/29/04
NM
NM
NM
10/29/05
12.85
12.88
46.02
11 /20/06
11.81
11.84
47.06
10/24/07
14.89
14.92
43.98
11 /03/08
12.54
12.57
46.33
12/23/09
11.21
11.24
47.66
04/30/11
11.78
11.81 .
47.09
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 15 OF 18
WELL NO: MW-14
TOC ELEV: 52.31
TOTAL DEPTH: 25.00
LS ELEV: 52.46
CREEN SECTION: 15 FEET
DEPTH FROM DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
12.00
12.15
40.31
09/28/94
12.12
12.27
40.19
01 /17/95
11.00
11.15
41.31
04/11 /95
11.08
11.23
41.23
07/12/95
11.66
11.81
40.65
10/11/95
11.84
11.99
40.47
04/25/96
10.26
10.41
42.05
10/17/96
11.85
12.00
40.46
04/04/97
10.34
10.49
41.97
10/02/97
12.76
12.91
39.55
04/09/98
10.56
10.71
41.75
10/13/98
13.12
13.27
39.19
04/08/99
12.44
12.59
39.87
10/14/99
13.34
13.49
38.97
10/17/00
13.32
13.47
38.99
10/16/01
14.88
15.03
37.43
10/29/02
14.37
14.52
37.94
10/20/03
12.15
12.30
40.16
10/29/04
12.51
12.66
39.80
10/29/05
13.15
13.30
39.16
11 /20/06
12.19
12.34
40.12
10/24/07
14.84
14.99
37.47
11 /03/08
13.44
13.59
38.87
12/23/09
11.73
11.88
40.58
04/30/11
12.67
12.82
39.64
TOC - Top of Casing
LS - Land Surface
NM - Not Measured
NA - Not Applicable
UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 16 OF 18
WELL NO: MW-15
TOC ELEV: 61.92
TOTAL DEPTH:
26.65
LS ELEV: 62.27.
CREEN SECTION:
10 FEET
DEPTH FROM
DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
19.83
20.18
42.09
09/28/94
20.48
20.83
41.44
01/17/95
20.03
20.38
41.89
04/11 /95
19.06
19.41
42.86
07/12/95
19.36
19.71
42.56
10/11 /95
20.40
20.75
41.52 .
04/25/66
18.09
18.44
43.83
10/17/96
19.95
20.10
41.97
04/04/97
18.45
18.60
43.47
10/02/97
21.15
21.30
40.77
04/09/98
18.63
18.78
43.29
10/13/98
21.83
21.98
40.09
04/08/99
21.57
21.72
40.35
10/14/99
DRY
DRY
>35.27
10/17/00
DRY
DRY
>35.27
10/16/01
DRY
DRY
>35.27
10/29/02
DRY
DRY
>35.27
10/17/03
20.46
20.61
41.46
10/29/04
NM
NM
NM
10/29/05
22.66
22.81
39.26
11 /20/06
22.95
23.10
38.97
10/24/07
DRY
DRY
DRY
11 /03/08
23.83
23.98
38.09
12/23/09
21.78
21.93
40.14
04/30/11
22.11
22.26
39.81
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 17OF18
WELL NO: MW-16
TOC ELEV: 38.86
TOTAL DEPTH: 29.00
LS ELEV: 39.00
CREEN SECTION: LINK
DEPTH FROM DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
4.89
5.03
33.97
09/28/94
4.52
4.66
34.34
01 /17/95
3.74
3.88
35.12
04111 /95
3.87
4.01
34.99
07/12/95
4.50
4.64
34.36
10/11 /95
4.46
4.60
34.40
04/25/96
3.50
3.64
35.36
10/17/96
4.60
4.74
34.26
04/04/97
3.54
3.68
35.32
10/02/97
5.07
5.21
33.79
04/09/98
3.41
3.55
35:45
10/13/98
5.26
5.40
33.60
04/08/99
4.78
4.92
34.08
10/14/99
5.18
5.32
33.68
10/17/00
5.04
5.18
33.82
10/16/01
6.03
6.17
32.83
10/29/02
5.35
5.49
33.51
10/20/03
4.72
4.86
34.14
10/29/04
4.78
4.92
34.08
11 /01 /05
5.13
5.27
33.73
11 /20/06
4.61
4.75
34.25
10/24/07
6.10
6.24
32.76
11/03/08
5.22
5.36
33.64
12/23/09
4.16
4.30
34.70
04/30/11
4.80
4.94
34.06
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 18 OF 18
WELL NO: RW-1
TOC ELEV: 75.35
TOTAL DEPTH: 50.00
LS ELEV: 74.43
CREEK SECTION: UNK
DEPTH FROM DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
NM
NA
LINK
09/28/94
NM
NA
LINK
01 /17/95
27.30
26.38
48.05
04/11 /95
26.62
25.70
48.73
07/12/95
NM
NA
UNK
10/11/95
27.41
26.49
47.94
04/25/96
25.48
24.56
49.87
10/17/96
27.53
26.61
47.82
04/04/97
25.61
24.69
49.74
10/02/97
28.25
27.33
47.10
04/09/98
25.70
24.78
49.65
10/13/98
28.75
27.83
46.60
04/08/99
27.82
26.90
47.53
10/14/99
NM
NM
NM
10/17/00
28.95
28.03
46.40
10/16/01
NM
NM
NM
10/29/02
NM
NM
NM
10/17/03
NM
NM
NM
10/29/04
NM
NM
NM
10/29/05
NM
NM
NM
11/20/06
NM
NM
NM
10/24/07
30.18
29.26
45.17
11 /03/08
NM
NM
NM
12/23/09
NM
NM
NM
04/30/11
NM
NM
NM
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

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TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0628
Page 6 of 16
RW-7 (Formerly MW-7)
Field
Laboratory
1,1,1
1,1
1,1
Methylene
Total
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Chloride
Chloroform Trichloroethane
VOC
Date Sampled
L2
(SU)
m /L
(mq/L)
(mg/L)
m /L
(mg/LI
m /L
m /L
Img/L)
m /L
(mgIL)
1/91
NA
NA
150
NA
0.170
BQL
BQL
3.6000
BQL
BQL
BQL
3.7700
7/23/93
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
9/28/94
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1 /17/95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
4/12/95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/12/95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/11/95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
4/25/96
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/17/96
NA
NA
NA
NA
NA
NA
NA
NA
NA.
NA
NA
NA
4/4197
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/2/97
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
4/9/98
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/13/98
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
4/8199
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/14/99
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/17/00
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/16/01
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/02
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/17/03
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/04
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/05
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11 /20/06
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/24/07
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/3/08
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/23/09
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
4/30/11
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
0.0050
0.00019
0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 6 of 16
MW-7 (Formerly MW-7B)
Field
Laboratory
1,1,1
1,1
1,1
Methylene
Total
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
Date Sampled
(SU)
(Sul
(mp/L)
(mq/L)
(ma/L)
m /L
m /L
m /L
(mg/L)
m /L
(mg/L)
m /1-
1/91
NA
NA
6.29
NA
BQL
BQL
BQL
0.270
BQL
0.0690
BQL
0.3390
7/23/93
NA
NA
NA
NA
BQL
BQL
BQL
1.600
BQL
BQL
BQL
1.5000
9/28/94
6
6.89
43
0.17
0.0260
0.0210
BDL
1.900
BDL
BDL
BDL
1.9470
1/17/95
6
5.69
1.9
<0.02
BDL
BDL
0.0150
1.680
BDL
BDL
BDL
1.6950
4/12/95
6
6.01
32
0.03
0.0070
0.0080
BDL
0.8440
BDL
BDL
BDL
0.8590
7/12/95
6
5.91
23.6
0.07
BDL
BDL
BDL
0.4640
BDL
BDL
BDL
0.4640
10/11/95
6
5.80
18
0.10
0.0036
0.0029,
BDL
0.2650
BDL
BDL
BDL
0.2715
4/25/96
5
6.14
16
0.09
BDL
BDL
BDL
0.1400
BDL
BDL
BDL
0.1400
10/17/96
5.99
6.07
14
NA
BDL
BDL
BDL
0.1700
BDL
BDL
BDL
0.1700
4/4/97
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/2/97
6
6.08
15
NA
BDL
BDL
BDL
0.1100
BDL
BDL
BDL
0.1100
4/9/98
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/13/98
7
5.92
8.6
NA
BDL
BDL
BDL
0.0710
BDL
BDL
BDL
0.0710
4/8/99
6
6.07
8.6
NA
BDL
BDL
BDL
0.0530
BDL
BDL
BDL
0.0530
10/14/99
6
6.42
4.7
NA
BDL
BDL
BDL
0.0290
BDL
BDL
BDL
0.0290
10/17/00
7 -
6.41
4.8
NA
BDL
BDL
BDL
0.0280
BDL
BDL
BDL
0.0280
10/16/01
7
5.93
6.3
NA
BDL
BDL
BDL
0.0390
BDL
BDL
BDL
0.3900
10/29/02
NA
6.73
NA
NA
BDL
BDL
BDL
0.0290
BDL
BDL
BDL
0.0290
10/17/03
6
6.10
NA
NA
BDL
BDL
BDL
0.0220
BDL
BDL
BDL
0.0220
10/29/04
6
5.93
NA
NA
BDL
BDL
BDL
0.0077
BDL
BDL
BDL
0.0077
10/29/05
NA
6.09
NA
NA
BDL
BDL
BDL
0.0061
BDL
BDL
BDL
0.0061
11/20/06
NA
6.42
NA
NA
BDL
BDL
BDL
0.0058
BDL
BDL
BDL
0.0058
10/24/07
NA
6.00
NA
NA
BDL
BDL
BDL
0.0082
BDL
BDL
BDL
0.0082
11/3/08
NA
5.90
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
12/23/09
NA
5.80
NA
NA
BDL
BDL
BDL
0.0111
BDL
BDL
BDL
0.0111
4/30/11
NA
6.30
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
0.0050
0.00019
0.0028

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TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0628
Page 11 of 16
MW-11
Field
Laboratory
pii
PH
Nitrates
Nitrites
Trichloroethene
Dichloroethene
Date Sampled
,(Sul
(SU)
(mall-)
m /L
(mg/Li
(mg/L)
1/91
NA
NA
64
NA
0.071
BQL
1 /91
NA
NA
67
NA
NA
NA
7/23/93
NA
NA
NA
NA
BQL
BQL
9/28/94
6
5.16
15
0.09
0.012
BDL
1/17/95
5.5
5.13
32
0.14
0.007
BDL
4/12/95
6
5.49
44
<0.02
0.0067
BDL
7/12/95
6
5.84
37.4
<0.02
BDL
BDL
10/11/95
6
5.40
23
<0.01
0.007
BDL
4/25/96
6
6.63
23
<0.02
BDL
BDL
10/17/96
5.53
5.49
16
NA
BDL
BDL
4/4/97
6
5.54
18
NA
BDL
BDL
10/2/97
6
5.46
22
NA
BDL
BDL
4/3/98
NA
5.25
17
NA
BDL
BDL
10/13/98
6.5
6.61
16
NA
BDL
BDL
4/8/99
NA
NA
NA
NA
NA
NA
10/14/99
NA
NA
NA
NA
NA
NA
10/17/00
NA
NA
NA
NA
NA
NA
10/16/01
NA
NA
NA
NA
NA
NA
10/29/02
NA
NA
NA
NA
NA
NA
10/17/03
NA
NA
NA
NA
NA
NA
10/29/04
NA
NA
NA
NA
NA
NA
10/29/05
NA
NA
NA
NA
NA
NA
11/20/06
NA
NA
NA
NA
NA
NA
10/24/07
NA
NA
NA
NA
NA
NA
11/3/08
NA
NA
NA
NA
NA
NA
12/23/09
NA
NA
NA
NA
NA
NA
4/30/11
NA
NA
NA
NA
NA
NA
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
1,1
Methylene
Total
Dichloroethane Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
(mall-)
(mg/L)
m /L
(mg/L)
m /L
img/L1
BQL
1.7000
BQL
BQL
BQL
1.7710
NA
NA
NA
NA
NA
NA
BQL
0.8200
BQL
BQL
BQL
0.8200
BDL
0.4460
BDL
BDL
BDL
0.4580
BDL
0.8280
BDL
BDL
BDL
0.8350
BDL
0.9830
BDL
BDL
BDL
0.9897
BDL
0.8600
BDL
BDL
BDL
0.8600
BDL
0.7040
BDL
BDL
BDL
0.7110
BDL
0.4400
BDL
BDL
BDL
0.4400
BDL
0.3600
BDL
BDL
BDL
0.3600
BDL
0.3600
BDL
BDL
BDL
0.3600
BDL
0.3100
BDL
BDL
BDL
0.3100
BDL
0.1800
BDL
BDL
BDL
0.1800
BDL
0.1900
BDL
BDL
BDL
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
0.7000
0.0007
0.0050
0.00019
0.0028

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TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0628
Page 13 of 16
MW-13
Field
Laboratory
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Date Sampled
(Sul
(SU)
m /L
m IL
(mg/L)
m /L
m /L
(mg/L)
1/91
NA
NA
1.91
NA
BQL
BQL
BQL
BQL
7/23/93
NA
NA
NA
NA
BQL
BQL
BQL
0.0400
9/28/94
6
5.74
23.0
<0.02
BDL
BDL
BDL
0.0647
1/17/95
6.6
5.42
2.4
<0.02
BDL
BDL
BDL
0.0417
4/12/95
6
5.79
2.6
<0.02
BDL
BDL
BDL
0.0410
7/12/95
6
5.61
3.13
0.02
BDL
BDL
BDL
0.0296
10/11/95
6
5.60
28.0
<0.01
BDL
BDL
BDL
0.0350
4/25/96
6
5.72
2.4
<0.02
BDL
BDL
BDL
0.0190
10/17/96
5.62
5.71
2.4
NA
BDL
BDL
BDL
0.0290
4/4/97
6
5.77
2.2
NA
BDL
BDL
BDL
0.0140
10/2/97
6
6.25
2.5
NA
BDL
BDL
BDL
0.0240
4/9/98
NA
5.40
2.4
NA
BDL
BDL
BDL
0.0200
10/13/98
6
5.77
NA
NA
BDL
BDL
BDL
0.0190
4/8199
NA
NA
NA
NA
NA
NA
NA
NA
10/14/99
NA
NA
NA
NA
NA
NA
NA
NA
10/17/00
NA
NA
NA
NA
NA
NA
NA
NA
10/16/01
NA
NA
NA
NA
NA
NA
NA
NA
10/29/02
NA
NA
NA
NA
NA
NA
NA
NA
10/17/03
NA
NA
NA
NA
NA
NA
NA
NA
10/29/04
NA
NA
NA
NA
NA
NA
NA
NA
10/29/06
NA
NA
NA
NA
NA
NA
NA
NA
11 /20/06
NA
NA
NA
NA
NA
NA
NA
NA
10/24/07
NA
NA
NA
NA
NA
NA
NA
NA
11/3/08
NA
NA
NA
NA
NA
NA
NA
NA
12/23/09
NA
NA
NA
NA
NA
NA
NA
NA
4/30111
NA
NA
NA
NA
NA
NA
NA
NA
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
Methylene
Total
Chloride
Chloroform Trichloroethene
VOC
m /L
(mg/L)
m /L
(mg/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.0400
BDL
BDL
BDL
0.0647
BDL
BDL
BDL
0.0417
BDL
BDL
BDL
0.0410
BDL
BDL
BDL
0.0295
BDL
BDL
BDL
0.0350
BDL
BDL
BDL
0.0190
BDL
BDL
BDL
0.0290
BDL
BDL
BDL
0.0140
BDL
BDL
BDL
0.0240
BDL
BDL
BDL
0.0200
BDL
BDL
BDL
0.0190
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
0.0050
0.00019
0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0628
Page 14 of 16
MW-14
Field
Laboratory
1,1,1
1,1
1,1
Methylene
Total
PH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
Date Sampled
(SU)
(SU)
(mg/L)
m /L
(mg/L)
m IL
m IL
m IL
m /L
ImgILi
(mg/L)
(ma/Ll
1/91
NA
NA
10.7
NA
BQL
BQL
0.010
10.600
BQL
BQL
BQL
10.5100
7123/93
NA
NA
NA
NA
BQL
BQL
BQL
0.3900
BQL
BQL
BQL
0.3900
9/28/94
6
5.70
8.8
<0.02
0.0078
BDL
BDL
0.2080
BDL
BDL
BDL
0.2158
1/17/95
5.5
1.89
10
0.21
0.0046
BDL
BDL
0.2180
BDL
BDL
0.002
0.2245
4112/95
6
5.43
11
<0.02
BDL
BDL
BDL
0.2370
BDL
BDL
BDL
0.2370
7/12/95
6
5.48
12.4
<0.02
BDL
BDL
BDL
0.2100
BDL
BDL
BDL
0.2100
10/11/95
6
5.60
11
<0.01
0.004
BDL
BDL
0.2240
BDL
BDL
BDL
0.2280
4/25/96
6
5.51
10
<0.01
BDL
BDL
BDL
0.1600
BDL
BDL
BDL
0.1600
10/17/96
5.53
5.55
8.4
NA
BDL
BDL
BDL
0.1300
BDL
BDL
BDL
0.1300
4/4/97
6
5.64
8.2
NA
BDL
BDL
BDL
0.1600
BDL
BDL
BDL
0.1600
10/2/97
6
5.84
7.4
NA
BDL
BDL
BDL
0.1200
BDL
BDL
BDL
0.1200
4/9/98
NA
5.13
6.6
NA
BDL
BDL
BDL
0.1400
BDL
BDL
BDL -
0.1400
10/13/98
6
6.79
6.4
NA
BDL
BDL
BDL
0.1000
BDL
BDL
BDL
0.1000
4/8/99
6
5.69
5.3
NA
BDL
BDL
BDL
0.0890
BDL
BDL
BDL
0.0890
10/14/99
6
5.84
NA
NA
BDL
BDL
BDL
0.0700
BDL
BDL
BDL
0.0700
10/17/00
6.5
6.82
NA
NA
BDL
BDL
BDL
0.0630
BDL
BDL
BDL
0.0630
10/16/01
7
5.69
4.4
NA
BDL
BDL
BDL
0.0340
BDL
BDL
BDL
0.0340
10/29/02
NA
5.67
NA
NA
BDL
BDL
BDL
0.0390
BDL
BDL
BDL
0.0390
10/20/03
NA
6.00
NA
NA
BDL
BDL
BDL
0.0360
BDL
BDL
BDL
0.0360
10/29/04
5
5.43
NA
NA
BDL
BDL
BDL
0.0310
BDL
BDL
BDL
0.0310
10/29/05
NA
5.89
NA
NA
BDL
BDL
BDL
0.0210
BDL
BDL
BDL
0.0210
11/20/06
NA
6.78
3.8
NA
BDL
BDL
BDL
0.0170
BDL
BDL
BDL
0.0170
10/24/07
NA
6.90
NA
NA
BDL
BDL
BDL
0.0200
BDL
BDL
BDL
0.2000
1113108
NA
5.90
NA
NA
BDL
BDL
BDL
0.0157
BDL
BDL
BDL
0.0157
12/23/09
NA
5.70
NA
NA
BDL
BDL
BDL
0.0128
BDL
BDL
BDL
0.0128
4130/11
NA
6.80
NA
NA
BDL
BDL
BDL
0.0095
BDL
BDL
BDL
0.0096
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
0.0050
0.00019
0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 15 of 16
MW-15
Field
Laboratory
PH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethane
Dichloroethane Tetrachloroethene
Date Sampled
(Sul
(SU)
m /L
(mq/L)
(mg/L)
(m-q/L)
(mq/L)
(mq/L)
1/91
NA
NA
2.91
NA
BQL
BQL
BQL
BQL
7/23/93
NA
NA
NA
NA
BQL
BQL
BQL
BQL
9/28/94
6
6.73
3.1
0.08
BDL
BDL
BDL
BDL
1/17/95
5.5
5.21
2.8
0.19
BDL
BDL
BDL
BDL
4/12/95
5
6.27
2.8
<0.02
BDL
BDL
BDL
BDL
7/12195
6
6.07
2.86
<0.02
BDL
BDL
BDL
BDL
10/11/95
6
5.60
2.9
<0.01
BDL
BDL
BDL
0.0034
4/25196
6
6.63
2.5
<0.01
BDL
BDL
BDL
BDL
10/17/96
6.6
6.63
2.4
NA
BDL
BDL
BDL
BDL
4/4/97
NA
NA
NA
NA
NA
NA
NA
NA
10/2/97
6
5.61
NA
NA
BDL
BDL
BDL
BDL
4/9/98
NA
NA
NA
NA
BDL
BDL
BDL
BDL
'10/13/98
6
5.62
NA
NA
BDL
BDL
BDL
BDL
4/8199
NA
NA
NA
NA
NA
NA
NA
NA
10/14/99
NA
NA
NA
NA
NA
NA
NA
NA
10/17/00
NA
NA
NA
NA
NA
NA
NA
NA
10/16/01
NA
NA
NA
NA
NA
NA
NA
NA
10/29/02
NA
NA
NA
NA
NA
NA
NA
NA
10/17/03
NA
NA
NA
NA
NA
NA
NA
NA
10/29/04
NA
NA
NA
NA
NA
NA
NA
NA
10/29/05
NA
NA
NA
NA
NA
NA
NA
NA
11/20/06
NA
NA
NA
NA
NA
NA
NA
NA
10/24/07
NA
NA
NA
NA
NA
NA
NA
NA
11/3/08
NA
NA
NA
NA
NA
NA
NA
NA
12/23/09
NA
NA
NA
NA
NA
NA
NA
NA
4/30/11
NA
NA
NA
NA
NA
NA
NA
NA
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
Methylene
Total
Chloride
Chloroform Trichloroethene
VOC
(mg/L)
(mq/L)
(mg/L)
m /L
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0.0034
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
NA
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
0.0050
0.00019
0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 16 of 16
MW-16
Field
Laboratory
PH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Date Sampled
SSU
(Sul
(ma/Ll
m /L
(mg/L)
imct/L►
(malL)
m /L
1/91
NA
NA
NA
NA
NA
NA
NA
NA
12/91
NA
NA
NA
NA
0.0055
BQL
BQL
BQL
7/23/93
NA
NA
NA
NA
BDL
BQL
BQL
0.044
9/28/94
NA
NA
NA
NA
NA
NA
NA
NA
1117195
NA
NA
NA
NA
NA
NA
NA
NA
4/12/95
5
6.74
1.9
<0.02
BDL
BDL
BDL
0.0115
7/12/95
NA
NA
NA
NA
NA
NA
NA
NA
10/11 /95
NA
NA
NA
NA
NA
NA
NA
NA
11/7/95
NA
NA
NA
NA
BDL
BDL
BDL
0.0399
4/25/96
6
5.94
1.8
<0.01
BDL
BDL
BDL
0.0074
10/17/96
5.8
5.92
2.2
NA
BDL
BDL
BDL
0.0300
4/4/97
7
5.90
1.6
NA
BDL
BDL
BDL
0.0120
10/2/97
6
6.60
3.6
NA
BDL
BDL
BDL
0.0560
4/9/98
NA
5.66
1.3
NA
BDL
BDL
BDL
0.0062
10/13/98
6.5
5.91
3.4
NA
BDL
BDL
BDL
0.0660
4/8/99
6
6.89
1.5
NA
BDL
BDL
BDL
0.0220
10/14/99
6
5.82
NA
NA
BDL
BDL
BDL
0.0640
10/17/00
7
6.93
NA
NA
BDL
BDL
BDL
0.0250
10/16/01
7
5.69
3.4
NA
BDL
BDL
BDL
0.0300
10/29/02
NA
6.73
NA
NA
BDL
BDL
BDL
0.0430
10/20/03
NA
5.90
NA
NA
BDL
BDL
BDL
0.0050
10/29/04
6
6.62
NA
NA
BDL
BDL
BDL
0.0110
11/1/05
NA
5.39
NA
NA
BDL
BDL
BDL
0.0220
11/20/06
NA
6.17
1.7
NA
BDL
BDL
BDL
0.0081
10/24/07
NA
6.90
NA
NA
BDL
BDL
BDL
0.0169
11/3/08
NA
6.10
NA
NA
BDL
BDL
BDL
0.0133
12/23/09
NA
5.90
NA
NA
BDL
BDL
BDL
0.0098
4/30/11
NA
6.10
NA
NA
BDL
BDL
BDL
0.0061
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
Methylene
Total
Chloride
Chloroform Trichloroethene
VOC
(mglL)
(mg/1-)
(mq/L)
m /L
NA
NA
NA
NA
BQL
BQL
BQL
0.1035
BQL
BQL
BQL
0.0440
NA
NA
NA
NA
NA
NA
NA
NA
BDL
BDL
BDL
0.0115
NA
NA
NA
NA
NA
NA
NA
NA
BDL
BDL
BDL
0.0399
BDL
BDL
BDL
0.0074
BDL
BDL
BDL
0.0300
BDL
BDL
BDL
0.0120
BDL
BDL
BDL
0.0560
BDL
BDL
BDL
0.0062
BDL
BDL
BDL
0.0550
BDL
BDL
BDL
0.0220
BDL
BDL
BDL
0.0640
BDL
BDL
BDL
0.0250
BDL
BDL
BDL
0.0300
BDL
BDL
BDL
0.0430
BDL
BDL
BDL
0.0050
BDL
BDL
BDL
0.0110
BDL
BDL
BDL
0.0220
BDL
BDL
BDL
0.0081
BDL
BDL
BDL
0.0169
BDL
BDL
BDL
0.0133
BDL
BDL
BDL
0.0098
BDL
BDL
BDL
0.0061
0.0050
0.00019
0.0028
Laboratory results from 1/91 sampling event for MW-16 detected 0.098 mg/L of 1,1,2-Trichloroethane
All concentrations are shown as milligrams per liter which is roughly equivalent to parts per million.
PH concentrations are in Standard Units
NA - not analyzed
BdL - below detection limits
BOLD represents concentrations exceeding the NCAC 15A 2L standards.
All analytical results prior to April 1996 were taken from the Conceptual Corrective Action plan and the previous Quarterly Monitoring reports.
Only VOC concentrations presented in the table are included in the total VOC calculations. A&W assigned the value of zero for concentrations below the laboratory detection limit.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0528
Page 1 of 4
Sample
Influent
Effluent (Between Carbons)
Date
10/14/1994
10/14/1994
pH
(SU)
NA
NA
Nitrates
(mg/L)
31
44
1,1,1
Trichloroethane
(mg/L)
BDL
BDL
1,1,2
Trichloroethane
(mg/L)
BDL
BDL
Tetrachloroethene
(mg/L)
BDL
BDL
Methylene
Chloride
(mg/L)
BDL
BDL
Chloroform
(mg/L)
BDL
BDL
Influent
"" Effluent (Between carbons)
10/26/1994
10/25/1994
NA
NA
17
13
BDL
BDL
BDL
BDL
0.222
BDL
BDL
BDL
BDL
BDL
Influent
11/8/1994
NA
16
0.0060
BDL
0.260
BDL
BDL
Effluent (Between Carbons)
11/8/1994
NA
16
BDL
BDL
BDL
BDL
BDL
Influent
11/21/1994
NA
11
0.0033
BDL
0.239
BDL
BDL
Effluent (Between Carbons)
11/21/1994
NA
15
BDL
BDL
BDL
BDL
BDL
Influent
12/7/1994
NA
13
0.0048
BDL
0.300
BDL
BDL
Effluent (Between Carbons)
12/7/1994
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
12/21/1994
NA
30
0.0050
BDL
0.277
BDL
BDL
Effluent (Between Carbons)
12/21/1994
NA
27
BDL
BDL
BDL
BDL
BDL
Influent
Effluent (Between Carbons)
1/17/1995
1/17/1995
NA
NA
11
13
0.0025
BDL
BDL
BDL
0.196
BDL
BDL
BDL
BDL
BDL
Influent
2/22/1995
NA
15
0.0070
BDL
0.380
BDL
BDL
Effluent (Between Carbons)
2/22/1995
NA
17
BDL
BDL
0.009
BDL
BDL
Influent
3/14/1995
NA
16
0.0030
BDL
0.232
BDL
BDL
Effluent (Between Carbons)
3/14/1995
NA
NA
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
3/14/1995
NA
19
BDL
BDL
BDL
BDL
BDL
Influent
4/11/1995
NA
12
BDL
BDL
0.200
BDL
BDL
Effluent (Between Carbons)
4/11/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
5/18/1995
NA
14
BDL
BDL
0.208
BDL
BDL
Effluent (Between Carbons)
5/18/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
6/2/1995
NA
12.4
BDL
BDL
0.304
BDL
BDL
Effluent (Between Carbons)
6/2/1995
NA
12
BDL
BDL
BDL
BDL
BDL
Influent
7/17/1995
NA
11
BDL
BDL
0.021
BDL
BDL
Effluent (Between Carbons)
7/17/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
8/9/1995
NA
103
BDL
BDL
0.166
BDL
BDL
Effluent (Between Carbons)
8/9/1995
NA
115
BDL
BDL
BDL
BDL
BDL
Influent
Effluent (Between Carbons)
9/13/1995
9/13/1995
NA
NA
11
20
BDL
BDL
BDL
BDL
0.0696
BDL
BDL
BDL
BDL
BDL
21- Standard
6.5-8.5
10
0.2000
NL
0.0007
0.0050
0.0002
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0628
Page 2 of 4
Sample
Date
pH
(SU)
Nitrates
(mg/L)
1,1,1
Trichloroethane
(mg/L)
1, ,2
Trichloroethane
(mg/L)
Tetrachloroethene
(mg/L)
Methylene
Chloride
(mg/L)
Chloroform
(mg/L)
Influent
10/2/1995
2
SB
SB
B
SB
B
Effluenta een ar onsSB
SB
Influent
7 1995
S
S
L
43
BDL
BDL
Effluent (Be een Carbons)
Influent
/ 5/1 95
8.5
BDL
BDL
0.016
BDL
BDL
Effluent (Between Carbons)
Influent
2 19 66
NA
0
BDL
BDL
0.018
B L
BDL
Eff uen (Between Carbons)
Influent
7171996 996
7.92
BDL
BDL
0.065
BDL
BDL
Effluent Between ar ons
In TIuent
4/ / 996
BDL
BDL
0.011
BDL
BDL
Effluent Between Carbons)
4/9/1996
NA
VNA
BDL
BDL
BDL
BDL
BDL
uen er o ar onsIn
uent
5 996
3
A
NA
NA
NA
NA
N
L"luent(Between Carbons)
Influent
7 8/ 996
NA
11
BDL
BUL
0.180
BDL
BDL
Effluent (Between Carbons)
7/18/1996
NA
11
BDL
BDL
BDL
BDL
BDL
Effluent(After o Carbons)
of Ment
10/18/1996
N
9.
BDL
BDL
0.140
DL
BDL
Effluent Between Carbons
10/18/1996
NA
8.7
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
10/18/1996
NA
8.4
BDL
BDL
BDL
BDL
BDL
Influent
1/15/1997
6.28
15
BDL
BDL
0.150
BDL
BDL
Effluent Between Carbons
1/15/1997
6.20
17
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
1/15/1997
6.43
14
BDL
BDL
BDL-
BDL
BDL
Influent
4/4/1997
7.00
11
BDL
BDL
0.046
BDL
BDL
Effluent Between Carbons
4/4/1997
6.65
12
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
4/4/1997
6.36
12
BDL
BDL
BDL
BDL
BDL
Influent
10/3/1997
6.6
8
BDL
BDL
0.100
BDL
BDL
Effluent (Between Carbons)
10/3/1997
6.5
9.4
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
10/3/1997
6.6
8.8
BDL
BDL
BDL
BDL
BDL
an ar
-
NIL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
SB - Samples broken; resampled on 11/07/95 NS - Not Sampled
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0628
Page 3 of 4
Sample
Date
pH
(SU)
Nitrates
(mg/L)
Trichloroethane
(mg/L)
,2
Trichloroethane
(mg/L)
Tetrachloroethene
(mg/L)
Methylene
Chloride
(mg/L)
Chloroform
(mg/L)
Influent
4 9/1998
5.4
8.
BDL
BDL
0.1400
B L
BDL
Effluent (Between Carbons)
4/9/1998
6.66
8.2
BDL
BDL
0.0100
BDL
BDL
Effluent (After Carbons)
Influent
6.80
6.8
BD
BDL
0.0840
BDL
BDL
Effluent Between Carbons
6.82
6.1
BDL
BDL
0.0360
BDL
BDL
Effluent(After Carbons)
F4/8/19
Influent
.40
7.0
BD
BD
0.0085
BDL
BDL
Effluent (Between Carbons)
6.71
8.5
BDL
BDL
0.0560
BDL
BDL
Effluent(After E30th Carbons)
Influent
014/1 999
7.77
9.0
BDL
BDL
BDL
BDL
BDL
Effluent (Between Carbons)
10/14/1999
6.16
15.0
BDL
BDL
0.0081
BDL
BDL
Effi uen (After o ar ons
<BDL
13DL
13DL
BDL
Influent
0/17 2000
NA
A
A
NA
NA
NA
Effluent Between Carbons
10/17/2000
NA
NA
NA
NA
NA
NA
NA
Effluent (After Carbons)
Influent
0 6/200
5.94
5.3
SDL
BDL
0.0200
BDL
BDL
Effluent Between Carbons)
10/16/2001
NA
NA
NA
NA
NA
NA
NA
Effluent (After Carbons)
n uent
7/ 2 2002
6.76
5.9
BD
BDL
0.0380
BDL
BDL
Effluent (Between Carbons)
7/12/2002
NA
NA
NA
NA
NA
NA
NA
Effluent (Alter Carbons)
Influent
0 31 2002
6.17
.2
L
BDL
0.0220
BDL
BDL
Effluent (Between Carbons)
10/31/2002
NA
NA
NA
NA
NA
NA
NA
Effluent (After Carbons)
Influent
0 7 003
6.60
I3DL
BDL
0.0062
BDL
BDL
Effluent (Between Carbons)
10/17/2003
7.10
NA
BDL
BDL
BDL
BDL
BDL
Effluent (After Carbons)
n uent
10/29 2004
5.74
4.8
BDL
BDL
0.0084
BDL
BDL
Effluent (Between Carbons)
10/29/2004
6.33
6.8
BDL
BDL
BDL
BDL
BDL
Effluent (After ao ons
Influent
2 2/2005
6.94
4.
BDL
0.0058
BDL
BD
Effluent (Between Carbons)
11/10/2005
6.67
4.5
BDL
BDL
BDL
BDL
BDL
Effluent (After Carbons)
Influent
1/20/2006
6.68
4.3
BDL
BDL
0.0056
BDL
BDL
Effluent Between Carbons)
11/20/2006
6.28
3.9
BDL
BDL
0.0100
BDL
BDL
uen(After Carbons)
Standard
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
SB - Samples broken; resampled on 11/07/95 NS - Not Sampled
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0628
Page 4 of 4
Sample
Influent
Date
10 25/2 007
pH
(SU)
6.40
Nitrates
(mg/L)
3.7
Trichloroethane
(mg/L)
BDL
,1,2
Trichloroethane
(mg/L)
BDL
Tetrachloroethene
(mg/L)
BDL
Methylene
Chloride
(mg/L)
BDL
Chloroform
(mg/L)
DL
Effluent (Between Carbons)
10/25/2007
6.40
-2F—
3.7
BDL
BDL
0.0086
BDL
BDL
Effluent (After Carbons)
BDL
13UL
BDL
BD
BDL
Influent
1 3 20 8
6.50
3.7
BDL
BDL
0.0069
BDL
BDL
Effluent Between Carbons
11/3/2008
6.70
3.8
BDL
BDL
BDL
BDL
BDL
Effluent er Carbons)
Influent
12 23/2 009
6.60
4.0
F3DL
BDL
0.0063
BD
BDL
Effluent (Between Carbons)
12/23/2009
6.80
4.1
BDL
BDL
BDL
BDL
BDL
Effluent (After Carbons)
n luent
/30/201
.30
BDL
BDL
0.0050
BDL
BDL
Influent Before Carbons
4/30/2011
6.20
4.0
BDL
BDL
BDL
BDL
BDL
Effluent Between Carbons
4/30/2011
6.20
3.9
BDL
BDL
BDL
BDL
BDL
Effluent (After Carbons)
Influent (Before Carbons)
5/8/20 1
NA
NA
NA
NA
I NA
A
Influent Between Carbons
5/8/2011
NA
4.1
NA
NA
NA
NA
NA
Influent (After Carbons)
Standard
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

FIGURES

DRAWING NOT TO SCALE
TOPOGRAPHIC MAP Source: USGS 7.5 Minute Topographic Map N i
Quadrangle 1995
Site Name. Gaston County Dyeing Machine Company
A&wvv Stanley Facility
Stanley, North Carolina

LEGEND
lb
MONITORING WELL
S
PIEZOMETER
IR
RECOVERY WELL
■
INJECTION WELL
W-15
W.CARPENTER ST
Mw-
0 MW-16
0 Mw-5
I
I I
I I
I I
MW �
I Iw-1 I
MW-6 PZ-1�� — I
I�MW-11 MW-3
MW-7 M —_
I MW-7C W-12 � --
RW-1 I RW-7 MW
L ---ro
-----I MW-9 I
FIGURE 2
DATE: 7-7-11
SCALE: 1"=100'
co
n
D
MONITORING WELL LOCATION MAP
W.CARPENTER ST
GASTON CO DYE MACHINE
SOUTH BUCKOAK STREET
STANLEY, NORTH CAROLINA

LEGEND
8
MONITORING WELL
N
PIEZOMETER
RECOVERY WELL
INJECTION WELL
(39.81)
GROUNDWATER ELEVATION
POTENTIOMETRIC LINE
® M6
(3 .O6)
(39.8
W. CARPENTER ST
MW-
(39.64
®MW-5
(50.93)
\ I
I I \ I
Lu
o
I
Y
a
I
J I
/
I (47.07) I
/ 0IW-1 I
PZ-1m
(43.11) 0
MW-ll MW-3—'-_'---__
_-- /I0(47.75) (46.70) /
/ --
MW-7 MW-12 --
W-7C I (48.29) MW-
(50.4�)
I1, RW-7
RW-1 L�
Mw---ro �
I(47.15) I
— —j- MW-9J
I I (50.01) I
I
I I
I J
(47.09) 1
o
0
s
'o
\
o
Q
0
'o
0
u
W.CARPENTER ST
SHALLOW GROUNDWATER POTENTIOMETRIC MAP - APRIL 2011
FIGURE 3 N
GASTON CO DYE MACHINE
A&WDATE: 7-7-11 SOUTH BUCKOAK STREET
o STANLEY, NORTH CAROLINA
SCALE: 1"=100'

LEGEND
0 MONITORING WELL
N PIEZOMETER
ID RECOVERY WELL
® INJECTION WELL
(0.0095) PCE CONCENTRATION
PCE ISOCONCENTRATION LINE
-15
W.CARPENTER ST
/ MW-14
/ (0.0095;
O�
O
O Lu
/ Y
Q
a
ib MW-16
(0.0061)j
i
® MW-5
(NA)
I
I
I I
I
�
I
MW 14b J IW
c
n
I (NA) I
-J ■IW-1 I
PZ-10
(NA) �I
MW-3
y
T.
MW-11 /
J4b(NA) (ND)
4b
/
MW-7
MW-7C (ND) (NA)12 MW-
IIBRW-7 � I
(NA)
I
RW7
{------I(NA)
mw-m
MW-9
I
I
I (NA)
I I
L----�
W- 3
(47.09)
I�t�jIT
W. CARPENTER ST
TETRACHLOROETHENE ISOCONCENTRATION MAP - APRIL 2011
FIGURE 4 P
DATE: 7-7-11
SCALE: 1"=100'
GASTON CO DYE MACHINE
SOUTH BUCKOAK STREET
STANLEY, NORTH CAROLINA

Laboratory Analytical Report

aceAnalytical
www.pacelabs.com
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
May 10, 2011
Mr. Robert Hird
A&W Professional Services
7900-D Stevens Mill Road #120
Matthews, NC 28104
RE: Project: GCDM/Stanley
Pace Project No.: 9293156
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 IGnceyAve. Suite 100
Huntersville, NC 28078
Dear Mr. Hird:
Enclosed are the analytical results for sample(s) received by the laboratory on May 02, 2011. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kevin Herring
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
[phone]
Page 1 of 24

aceAnalytical
mmpacelabs.com
Project: GCDM/Stanley
Pace Project No.: 9293156
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/LELAP Certification #: 04034
New Jersey Certification #: NCO12
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Pennsylvania Certification #: 68-00784
South Carolina Certification #: 99006001
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804
Connecticut Certification #: PH-0106
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
New Jersey Certification #: NC011
North Carolina Bioassay Certification #: 9
North Carolina Drinking Water Certification #: 37712
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
CERTIFICATIONS
[phone]
South Carolina Drinking Water Cert. #: 99006003
Virginia Certification #: 00213
Connecticut Certification #: PH-0104
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DHH Drinking Water # LA 100031
West Virginia Certification #: 357
North Carolina Wastewater Certification #: 40
Pennsylvania Certification #: 68-03578
South Carolina Bioassay Certification #: 99030002
South Carolina Certification #: 99030001
Virginia Certification #: 00072
West Virginia Certification #: 356
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 IGnceyAve. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 24

el
aceAnalyltical
www.pacelabs.com
Project: GCDM/Stanley
Pace Project No.: 9293156
Lab ID
Sample ID
9293156001
MW-3
9293156002
MW-7
9293156003
MW-5
9293156004
MW-14
9293156005
MW-16
9293156006
Influent
9293156007
Before Carbon
9293156008 Between Carbon
9293156009 After Carbon
9293156010 Effluent
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
9995 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Method
EPA 624
EPA 9040
EPA 624
EPA 9040
EPA 624
EPA 9040
EPA 624
EPA 9040
EPA 624
EPA 9040
EPA 624
EPA 9040
EPA 624
EPA 9040
EPA 353.2
EPA 624
EPA 9040
EPA 353.2
EPA 624
EPA 9040
EPA 353.2
EPA 624
EPA 9040
EPA 353.2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Wes/ ' ccogo
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytts
Analysts Reported Laboratory
KJM
35
PASI-C
SAJ
1
PASI-A
KJM
35
PASI-C
SAJ
1
PAS I -A
KJM
35
PASI-C
SAJ
1
PASI-A
KJM
35
PASI-C
SAJ
1
PASI-A
KJM
35
PASI-C
SAJ
1
PASI-A
KJM
35
PASI-C
SAJ
1
PASI-A
KJM
35
PASI-C
SAJ
1
PAS A
DMN
1
PASI-A
KJM
35
PASI-C
SAJ
1
PASI-A
DMN
1
PASI-A
KJM
35
PASI-C
SAJ
1
PASI-A
DMN
1
PASI-A
KJM
35
PASI-C
SAJ
1
PASI-A
DMN
1
PASI-A
Page 3 of 24

aceAnalytical
vmw.pacelabs.com
i
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project:
Pace Project No.:
Lab Sample ID
Method
GCDM/Stanley
9293156
Client Sample ID
Parameters
9293156001
MW-3
EPA 9040
pH
9293156002
MW-7
EPA 9040
pH
9293156003
MW-5
EPA 9040
pH
9293156004
MW-14
EPA 624
Tetrachloroethene
EPA 9040
pH
9293156006
MW-16
EPA 624
Tetrachloroethene
EPA 9040
pH
9293156006
Influent
EPA 624
Tetrachloroethene
EPA 9040
pH
9293156007
Before Carbon
EPA 9040
pH
EPA 353.2
Nitrogen, Nitrate
9293156008
Between Carbon
EPA 9040
pH
EPA 353.2
Nitrogen, Nitrate
9293166009
After Carbon
EPA 9040
pH
EPA 353.2
Nitrogen, Nitrate
9293156010
Effluent
EPA 9040
pH
EPA 353.2
Nitrogen, Nitrate
HITS ONLY
Result
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Units
6.0 Std. Units
6.3 Std. Units
7.1 Std. Units
9.5 ug/L
5.8 Std. Units
5.5 ug/L
6.1 Std. Units
5.0 ug/L
6.3 Std. Units
6.2 Std. Units
4.0 mg/L
6.2 Std. Units
3.9 mg/L
6.2 Std. Units
4.0 mg/L
6.3 Sid. Units
4.0 mg/L
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Cpq
Pace Analytical Services, Inc.
9800 Kncey Ave. Suite 100
Huntersville, NC 28078
[phone]
Report Limit Analyzed Qualifiers
0.10
05/09/1115:59
H6
0.10
05/09/1115:59
H6
0.10
05/09/1115:59
H6
5.0
05105/1106:47
0.10
05/09/1115:59
H6
5.0
05/05/1107:06
0.10
05/09/1115:59
H6
5.0
05/05/1107:24
0.10
05/09/1115:59
H6
0.10
05/0911115:59
H6
0.10
05/0311115:35
H1
0.10
05/09/1115:59
H6
0.10
05/03/1115:33
H1
0.10
05/0911115:59
H6
0.10
05/03/11 15:34
H 1
0.10
05109/1115:59
H6
0.10
05103/1115:36
Page 4 of 24

aceAnalytical
www.pacelabsxorn
Project: GCDM1Stanley
Pace Project No.: 9293156
Method: EPA 624
Description: 624 Volatile Organics
Client: A&W Professional Services
Date: May 10, 2011
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
PROJECT NARRATIVE
General Information:
10 samples were analyzed for EPA 624. All samples were received in acceptable condition with any exceptions noted below.
Hold Time:
The samples were analyzed within the method required hold times with any exceptions noted below.
Initial Calibrations (including MS Tune as applicable):
All criteria were within method requirements with any exceptions noted below.
Continuing Calibration:
All criteria were within method requirements with any exceptions noted below.
Internal Standards:
All internal standards were within QC limits with any exceptions noted below.
Surrogates:
All surrogates were within QC limits with any exceptions noted below.
Method Blank:
All analytes were below the report limit in the method blank with any exceptions noted below.
Laboratory Control Spike:
All laboratory control spike compounds were within QC limits with any exceptions noted below.
Matrix Spikes:
All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below.
Duplicate Sample:
All duplicate sample results were within method acceptance criteria with any exceptions noted below.
Additional Comments:
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
� C�ggq
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 24

aceAnalytical
www.pacelabs.com
i
Project: GCDM/Stanley
Pace Project No.: 9293156
Method: EPA 9040
Description: 9040 pH
Client: A&W Professional Services
Date: May 10, 2011
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
PROJECT NARRATIVE
General Information:
10 samples were analyzed for EPA 9040. All samples were received in acceptable condition with any exceptions noted below.
Hold Time:
The samples were analyzed within the method required hold times with any exceptions noted below.
H6: Analysis initiated more than 15 minutes after sample collection.
-After Carbon (Lab ID: 9293156009)
• Before Carbon (Lab ID: 9293156007)
• Between Carbon (Lab ID: 9293156008)
• Effluent (Lab ID: 9293156010)
• Influent (Lab ID: 9293156006)
• MW-14 (Lab ID: 9293156004)
• MW-16 (Lab ID: 9293156005)
° MW-3 (Lab ID: 9293156001)
° MW-5 (Lab ID: 9293156003)
° MW-7 (Lab ID: 9293156002)
Method Blank:
All analytes were below the report limit in the method blank with any exceptions noted below.
Laboratory Control Spike:
All laboratory control spike compounds were within QC limits with any exceptions noted below.
Matrix Spikes:
All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below.
Duplicate Sample:
All duplicate sample results were within method acceptance criteria with any exceptions noted below.
Additional Comments:
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 IGnceyAve. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 24

aceAnalytical
www.pacelabs.com
i
Project: GCDM/Stanley
Pace Project No.: 9293156
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Method: EPA 353.2
Description: 353.2 Nitrogen, NO2/NO3 unpres
Client: A&W Professional Services
Date: May 10, 2011
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
PROJECT NARRATIVE
General Information:
4 samples were analyzed for EPA 353.2. All samples were received in acceptable condition with any exceptions noted below.
Hold Time:
The samples were analyzed within the method required hold times with any exceptions noted below.
1-11: Analysis conducted outside the EPA method holding time.
After Carbon (Lab ID: 9293156009)
Before Carbon (Lab ID: 9293156007)
Between Carbon (Lab ID: 9293156008)
Initial Calibrations (including MS Tune as applicable):
All criteria were within method requirements with any exceptions noted below.
Continuing Calibration:
All criteria were within method requirements with any exceptions noted below.
Method Blank:
All analytes were below the report limit in the method blank with any exceptions noted below.
Laboratory Control Spike:
All laboratory control spike compounds were within QC limits with any exceptions noted below.
Matrix Spikes:
All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below.
Duplicate Sample:
All duplicate sample results were within method acceptance criteria with any exceptions noted below.
Additional Comments:
This data package has been reviewed for quality and completeness and is approved for release.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 IGnceyAve. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 24

aceAnalydcal
www.pacetabs. corn
I
Project: GCDM/Stanley
Pace Project No.: 9293156
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-3
Parameters
Lab ID: 9293156001
Results Units
Collected: 04/30/11 14:00
Report Limit DF
Received: 05/02/11 11:27 Matrix: Water
Prepared Analyzed CAS No. Qual
624 Voladle Organics
Analytical Method: EPA 624
Benzene
ND ug/L
5.0
1
05/05/11 05:52
71-43-2
Bromodichloromethane
ND ug/L
5.0
1
05/05/11 05:52
75-27-4
Bromoform
ND ug/L
5.0
1
05/05/11 05:52
75-25-2
Bromomethane
ND ug/L
10.0
1
05/05/11 05:52
74-83-9
Carbon tetrachloride
ND ug/L
5.0
1
05/05/11 05:52
56-23-5
Chlorobenzene
ND ug/L
5.0
1
05/05/11 05:52
108-90-7
Chloroethane
ND ug/L
10.0
1
05/05/11 05:52
75-00-3
Chloroform
ND ug/L
5.0
1
05/05/11 05:52
67-66-3
Chloromethane
ND ug/L
5.0
1
05/05/11 05:52
74-87-3
Dibromochloromethane
ND ug/L
5.0
1
05/05/11 05:52
124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
05/05/11 05:52
95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
1'
05/05/11 05:52
541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
1
05105/11 05:52
106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
05/05/11 05:52
75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
05/05/11 05:52
107-06-2
1, 1 -Dichloroethene
ND ug/L
5.0
1
05/05/11 05:52
75-35-4
cis-1,2-Dichloroethene
ND ug/L
5.0
1
05/05/11 05:52
156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
1
05/05/11 05:52
156-60-5
1,2-Dichloropropane
ND ug/L
5.0
1
05/05/11 05:52
78-87-5
cis-1,3-Dichloropropene
ND ug/L
5.0
1
05/05/11 05:52
10061-01-5
trans-1,3-Dichloropropene
ND ug/L
5.0
1
05/05/11 05:52
10061-02-6
Ethylbenzene
ND ug/L
5.0
1
05/05/11 05:52
100-41-4
Methylene Chloride
ND ug/L
5.0
1
05/05/11 05:52
75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
05/05/11 05:52
79-34-5
Tetrachloroethene
ND ug/L
5.0
1
05/05/11 05:52
127-18-4
Toluene
ND ug/L
5.0
1
05/05/11 05:52
108-88-3
1, 1, 1 -Trichloroethane
ND ug/L
5.0
1
05/05/11 05:52
71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
05/05/11 05:52
79-00-5
Trichloroethene
ND ug/L
5.0
1
05/05/11 05:52
79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
05/05/11 05:52
75-69-4
Vinyl chloride
ND ug/L
5.0
1
05/05/11 05:52
75-01-4
Dibromocuoromethane (S)
100 %
70-130
1
05/05/11 05:52
1868-53-7
4-Bromofluorobenzene (S)
95 %
70-130
1
05/05/11 05:52
460-00-4
Toluene-d8 (S)
100 %
70-130
1
05/05/11 05:52
2037-26-5
1,2-Dichloroethane-d4 (S)
105 %
70-130
1
05/05/11 05:52
17060-07-0
9040 pH Analytical Method: EPA 9040
pH 6.0 Std. Units 0.10 1 05/09/11 15:59 H6
Date: 05/10/2011 03:53 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
nc1oq
Page 8 of 24

2ceAnalyticalo
www.pacelabs.coni
Project: GCDM/Stanley
Pace Project No.: 9293156
Sample: MW-7
Parameters
624 Volatile Organics
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
c7is-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1, 1, 1 -Trichloroethane
1,1,2-Trichloroethane
I richloroethene
Trichlorofluoromethane
Vinyl chloride
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
Date: 05/10/2011 03:53 PM
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 9293156002 Collected: 04/30/11 13:30 Received: 05/02/11 11:27 Matrix: Water
Results Units Report Limit
Analytical Method: EPA 624
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
101 %
70-130
94 %
70-130
99 %
70-130
107 %
70-130
Analytical Method: EPA 9040
6.3 Sid. Units
0.10
DF Prepared
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
N ACCpges
Analyzed CAS No. Qual
0510511106:10
71-43-2
05/05/1106:10
75-27-4
05105/1106:10
75-25-2
05/05/1106:10
74-83-9
05/05/1106:10
56-23-5
05/05/11 06:10
108-90-7
05/05/11 06:10
75-00-3
05/05/11 06:10
67-66-3
05/05/1106:10
74-87-3
05/05/11 06:10
124-48-1
05/05/1106:10
95-50-1
05/0511106:10
541-73-1
05105/1106:10
106-46-7
05/05/1106:10
75-34-3
05/05/1106:10
107-06-2
05/05/1106:10
75-35-4
05/05/1106:10
156-59-2
05/05/11 06:10
156-60-5
05/05/1106:10
78-87-5
05/05/1106:10
10061-01-5
05105/1106:10
10061-02-6
05/05/1106:10
100-41-4
05105/1106:10
75-09-2
05105/1106:10
79-34-5
05/05/11 06:10
127-18-4
05/05/1106:10
108-88-3
05/05/1106:10
71-55-6
05/05/1106:10
79-00-5
05/05/1106:10
79-01-6
05/0511106:10
75-69-4
05/05/1106:10
75-01-4
05/05/1106:10
1868-53-7
05/05/11 06:10
460-00-4
05/05/1106:10
2037-26-5
05/05/11 06:10
17060-07-0
05109/1115:59 H6
Page 9 of 24

e
aceAnalytical
w✓w.pacelabs.com
I
Project: GCDM/Stanley
Pace Project No.: 9293156
Sample: MW-5
Parameters
624 Volatile Organics
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1, 1, 1 -Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2=Dichloroethane-d4 (S)
9040 pH
pH
Date: 05/10/2011 03:53 PM
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 9293156003 Collected: 04/30/11 16:00 Received: 05/02/11 11:27 Matrix: Watei
Results Units Report Limit
Analytical Method: EPA 624
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug[L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
100 %
70-130
94 %
70-130
102 %
70-130
104 %
70-130
Analytical Method: EPA 9040
7.1 Std. Units
0.10
DF Prepared
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�o`4z
Analyzed CAS No. Qua]
05105/1106:29 71-43-2
05/05/11 06:29 75-27-4
05/05/11 06:29 75-25-2
05/05/11 06:29 74-83-9
05/05/11 06:29 56-23-5
05/05/11 06:29 108-90-7
05/05/11 06:29 75-00-3
05105/11 06:29 67-66-3
05/05/11 06:29 74-87-3
05/05/11 06:29 124-48-1
05/05/11 06:29 95-50-1
0510511106:29 541-73-1
05/05/11 06:29 106-46-7
05105/1106:29 75-34-3
05/05/11 06:29 107-06-2
05105/1106:29 75-35-4
05/05/11 06:29 156-59-2
05/05/11 06:29 156-60-5
05/05/11 06:29 78-87-5
05/05/11 06:29 10061-01-5
05/05/11 06:29 10061-02-6
05/05/11 06:29 100-41-4
05/05/11 06:29 75-09-2
05/05/1106:29 79-34-5
05/05/11 06:29 127-18-4
05/05/11 06:29 108-88-3
05/05/11 06:29 71-55-6
05/05/11 06:29 79-00-5
05/0511106:29 79-01-6
05/05/11 06:29 75-69-4
05/05/11 06:29 75-01-4
05/05/11 06:29 1868-53-7
05/05/11 06:29 460-00-4
05/05/11 06:29 2037-26-5
05/05/11 06:29 17060-07-0
05/09/11 15:59
H6
Page 10 of 24

_ aceAnalytical
mimpacelabs.com
Project: GCDM/Stanley
Pace Project No.: 9293156
Sample: MW-14
Parameters
624 Volatile Organics
Benzene
Bromodich loromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,22- i etrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichioroethene
Trichlorofluoromethane
Vinyl chloride
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
Date: 05/10/2011 03:53 PM
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KnceyAve. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 9293156004 Collected: 04/30/11 17:00 Received: 05/02/11 11:27 Matrix: Water
Results Units Report Limit
Analytical Method: EPA 624
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
9.5 ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
100 %
70-130
94 %
70-130
99 %
70-130
104 %
70-130
Analytical Method: EPA 9040
5.8 Std. Units
0.10
DF Prepared
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
A
Analyzed CAS No. Qual
05105/1106:47 71-43-2
05/05/1106:47 75-27-4
05/05/1106:47 75-25-2
05/05/1106:47 74-83-9
05/05/1106:47 56-23-5
05/05/11 06:47 108-90-7
05/05/11 06:47 75-00-3
05/0511106:47 67-66-3
05/05/1106:47 74-87-3
05/05/11 06:47 124- 8-1
05/05/1106:47 95-50-1
05/05/1106:47 541-73-1
05/05/1106:47 106-46-7
05/05/1106:47 75-34-3
05/05/1106:47 107-06-2
05/05/1106:47 75-35-4
05/05/11 06:47 156-59-2
05/05/11 06:47 156-60-5
05/05/1106:47 78-87-5
05105/ 11 06:47 10 061-01-5
05/05/11 06:47 10061-02-6
05/05/11 06:47 100-41-4
05/05/1106:47 75-09-2
05/05/1106:47 79-34-5
05/05/11 06:47 127-18-4
05/05/11 06:47 108-88-3
05/05/1106:47 71-55-6
05/05/11 06:47 79-00-5
05/05/1106:47 79-01-6
05/05/1106:47 75-69-4
05/05/1106:47 75-01-4
05/05/11 06:47 1868-53-7
05105/1106:47 460-00-4
05/05/1106:47 2037-26-5
05/05/11 06:47 17060-07-0
05/09111 15:59
H6
Page 11 of 24

aGCMnalytical
www.pacelabs.com
r
Project: GCDM/Stanley
Pace Project No.: 9293156
Sample: MW-16
Parameters
624 Volatile Organics
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1, 1 -Dichioroethene
cis-1,2-Dichioroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
c7is-1,3-Dichloropropene
trans-1,3-Dichioropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1, 1, 1 -Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
Date: 05/10/2011 03:53 PM
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 9293156005 Collected: 04/30/11 16:30 Received: 05/02/11 11:27 Matrix: Water
Results Units Report Limit
Analytical Method: EPA 624
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
5.5 ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
101 %
70-130
93 %
70-130
99 %
70-130
107 %
70-130
Analytical Method: EPA 9040
6.1 Std. Units
0.10
DF
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Prepared Analyzed CAS No. Qual
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
05/05/1107:06 71-43-2
05/05/1107:06 75-27-4
05/05/1107:06 75-25-2
05/05/1107:06 74-83-9
05105/1107:06 56-23-5
05/05/11 07:06 108-90-7
05/05/1107:06 75-00-3
0510511107:06 67-66-3
05/05/11 07:06 74-87-3
05/05/11 07:06 124-48-1
05/0511107:06 95-50-1
05/05/1107:06 541-73-1
05/05/11 07:06 106-46-7
05/05/1107:06 75-34-3
05/05/11 07:06 107-06-2
05/05/1107:06 75-35-4
05/05/1107:06 156-59-2
05/05/11 07:06 156-60-5
05/05/1107:06 78-87-5
05/05/11 07:06 10061-01-5
05/05/1107:06 10061-02-6
05/05/11 07:06 100-41-4
05/05/1107:06 75-09-2
0510511107:06 79-34-5
05105/ 11 07:06 127-18-4
05/05/11 07:06 108-88-3
05/05/1107:06 71-55-6
05/05/1107:06 79-00-5
05/05/11 07:06 79-01-6
05/05/1107:06 75-69-4
05/05/1107:06 75-01-4
0510511107:06 1868-53-7
05/05/1107:06 460-00-4
05/05/1107:06 2037-26-5
05/05/1107:06 17060-07-0
05/09/11 15:59
e
Page 12 of 24

aceAnalytical
/ www.pacelabs.com
1
Project: GCDM/Stanley
Pace Project No.: 9293156
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: Influent Lab ID: 9293156006 Collected: 05/01/11 17:45 Received: 05/02/11 11:27 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua[
624 Volatile Organics
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
Date: 05/10/2011 03:53 PM
Analytical Method: EPA 624
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
5.0 ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
102 %
94 %
102 %
106 %
Analytical Method: EPA 9040
6.3 Sid. Units
5.0
1
05/05/11 07:24
71-43-2
5.0
1
05/05/1107:24
75-27-4
5.0
1
05/05/1107:24
75-25-2
10.0
1
0510511107:24
74-83-9
5.0
1
05/0511107:24
56-23-5
5.0
1
05/05/11 07:24
108-90-7
10.0
1
05/05/1107:24
75-00-3
5.0
1
05105/1107:24
67-66-3
5.0
1
05/05/11 07:24
74-87-3
5.0
1
05/05/11 07:24
124-48-1
5.0
1
05/05/1107:24
95-50-1
5.0
1
05/05/1107:24
541-73-1
5.0
1
05/05/11 07:24
106-46-7
5.0
1
05/05/11 07:24
75-34-3
5.0
1
05/05/11 07:24
107-06-2
5.0
1
05105/1107:24
75-35-4
5.0
1•
05/05/1107:24
156-59-2
5.0
1
05/05/11 07:24
156-60-5
5.0
1
05/05/1107:24
78-87-5
5.0
1
05/05/1107:24
10061-01-5
5.0
1
05/05/11 07:24
10061-02-6
5.0
1
05/05/11 07:24
100-41-4
5.0
1
05/05/1107:24
75-09-2
5.0
1
05105/1107:24
79-34-5
5.0
1
05/05/11 07:24
127-18-4
5.0
1
05/05/11 07:24
108-88-3
5.0
1
05/05/1107:24
71-55-6
5.0
1
05/05/1107:24
79-00-5
5.0
1
05/05/1107:24
79-01-6
10.0
1
05105/1107:24
75-69-4
5.0
1
05/05/1107:24
75-01-4
70-130
1
05/05/11 07:24
1868-53-7
70-130
1
05/05/1107:24
460-00-4
70-130
1
05/05/1107:24
2037-26-5
70-130
1
05/05/11 07:24
17060-07-0
0.10
1
05/09/11 15:59
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
I'm.
Page 13 of 24

aceAnalj&al
f www.pacefabs.com
I
Project: GCDM/Stanley
Pace Project No.: 9293156
Sample: Before Carbon
Parameters
624 Volatile Organics
Benzene
Bromodichloromethene
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
c7is-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
Date: 05/10/2011 03:53 PM
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 9293156007 Collected: 04/30/11 18:00 Received: 05/02/11 11:27 Matrix: Watei
Results Units Report Limit
Analytical Method: EPA 624
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
102 %
70-130
91 %
70-130
100 %
70-130
108 %
70-130
Analytical Method: EPA 9040
6.2 Std. Units
0.10
Analytical Method: EPA 353.2
4.0 mg/L 0.10
DF
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Prepared Analyzed CAS No. Qual
05/05/1107:43 71-43-2
05/05/1107:43 75-27-4
05/05/1107:43 75-25-2
05/05/1107:43 74-83-9
05/05/1107:43 56-23-5
05/05/11 07:43 108-90-7
05105/1107:43 75-00-3
05/05/1107:43 67-66-3
05/05/1107:43 74-87-3
05/05/11 07:43 12448-1
05/05/1107:43 95-50-1
05/05/1107:43 541-73-1
05/05/11 07:43 106-46-7
05105/1107:43 75-34-3
05/05/1107:43 107-06-2
05/05/11 07:43 75-35-4
05/05/11 07:43 156-59-2
05/05/11 07:43 156-60-5
05105/1107:43 78-87-5
05/05/11 07:43 10061-01-5
05/05/11 07:43 10061-02-6
05105/ 11 07:43 10041-4
05/05/1107:43 75-09-2
05/05/1107:43 79-34-5
05/05/11 07:43 127-18-4
05/05/1107:43 108-88-3
05105/1107:43 71-55-6
05/05/11 07:43 79-00-5
05/05/1107:43 79-01-6
05/05/11 07:43 75-69-4
05/05/1107:43 75-01-4
05/05/11 07:43 1868-53-7
05/05111 07:43 460-00-4
05/05/11 07:43 2037-26-5
05/05/1107:43 17060-07-0
1 05/09/11 15:59
1 05/03/11 15:35
REPORT OF LABORATORY ANALYSIS
This report shall not be. reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
V H AC LOgO'
7t:7
H1
Page 14 of 24

ace Analytical
Pvmpacelabs.com
I
Project: GCDM/Stanley
Pace Project No.: 9293156
Sample: Between Carbon
Parameters
624 Volatile Organics
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1, 1 -Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-71 richloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
Date: 05/10/2011 03:53 PM
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Nncey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 9293156008 Collected: 04/30/11 15:00 Received: 05/02/11 11:27 Matrix: Water
Results Units Report Limit
Analytical Method: EPA 624
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
100 %
70-130
94 %
70-130
101 %
70-130
106 %
70-130
Analytical Method: EPA 9040
6.2 Std. Units
0.10
Analytical Method: EPA 353.2
3.9 mg/L 0.10
DF Prepared Analyzed CAS No. Qua[
1 05/05/11 08:01
71-43-2
1 05/05/11 08:01
75-27-4
1 05/05/11 08:01
75-25-2
1 05/05/11 08:01
74-83-9
1 05/05/11 08:01
56-23-5
1 05/05/11 08:01
108-90-7
1 05/05/11 08:01
75-00-3
1 05/05/11 08:01
67-66-3
1 05/05/11 08:01
74-87-3
1 05/05/11 08:01
12448-1
1 05/05/11 08:01
95-50-1
1 05105/11 08:01
541-73-1
1 05/05/11 08:01
106-46-7
1 05/05/11 08:01
75-34-3
1 05/05/11 08:01
107-06-2
1 05/05/11 08:01
75-35-4
1 05/05/11 08:01
156-59-2
1 05/05/11 08:01
156-60-5
1 05/05/11 08:01
78-87-5
1 05/05/11 08:01
10061-01-5
1 05/05/11 08:01
10061-02-6
1 05/05/11 08:01
100-41-4
1 05/05/11 08:01
75-09-2
1 05/05/11 08:01
79-34-5
1 05/05/11 08:01
127-18-4
1 05/05/11 08:01
108-88-3
1 05/05/11 08:01
71-55-6
1 05/05/11 08:01
79-00-5
1 05/05/11 08:01
79-01-6
1 05/05/11 08:01
75-69-4
1 05/05/11 08:01
75-01-4
1 05/05/11 08:01
1868-53-7
1 05/05/11 08:01
460-00-4
1 05/05/11 08:01
2037-26-5
1 05/05/11 08:01
17060-07-0
1 05/09/11 15:59
1 05/03/11 15:33
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
H6
H1
Page 15 of 24

aceAnalytical
www.pacelabs.com
1
Project: GCDM/Stanley
Pace Project No.: 9293156
Sample: After Carbon
Parameters
624 Volatile Organics
Benzene
Bromod ichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
11-Dichloroethane
1,2-Dichloroethane
1, 1 -Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1, 3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Tdchlo roethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
Date: 05/10/2011 03:53 PM
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KnceyAve. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 9293156009 Collected: 04/30/11 15:10 Received: 05/02/11 11:27 Matrix: Water
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 624
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
100 %
93 %
100 %
105 %
Analytical Method: EPA 9040
6.2 Std. Units
Analytical Method: EPA 353.2
4.0 mg/L
5.0
1
05105/1108:20
71-43-2
5.0
1
05/05/1108:20
75-27-4
5.0
1
05/05/1108:20
75-25-2
10.0
1
05/05/1108:20
74-83-9
5.0
1
05/05/1108:20
56-23-5
5.0
1
05/05/1108:20
108-90-7
10.0
1
05/05/1108:20
75-00-3
5.0
1
05/0511108:20
67-66-3
5.0
1
05/05/1108:20
74-87-3
5.0
1
05/05/1108:20
124-48-1
5.0
1
05/05/1108:20
95-50-1
5.0
1
05/05/1108:20
541-73-1
5.0
1
05/05/1108:20
106-46-7
5.0
1
05105/1108:20
75-34-3
5.0
1
05/05/1108:20
107-06-2
5.0
1
05/05/1108:20
75-35-4
5.0
1
05/05/1108:20
156-59-2
5.0
1
05/05/11 08:20
156-60-5
5.0
1
05/05/1108.20
78-87-5
5.0
1
05/05/11 08:20
10061-01-5
5.0
1
05/05/1108:20
10061-02-6
5.0
1
05/05/11 08:20
100-41-4
5.0
1
0510511108:20
75-09-2
5.0
1
05/05/1108:20
79-34-5
5.0
1
05/05/11 08:20
127-18-4
5.0
1
05/05/11 08:20
108-88-3
5.0
1
05/05/11 08:20
71-55-6
5.0
1
05/05/11 08:20
79-00-5
5.0
1
05/05/1108:20
79-01-6
10.0
1
05/05/11 08:20
75-69-4
5.0
1
05/05/1108:20
75-01-4
70-130
1
05/05/11 08:20
1868-53-7
70-130
1
05/05/11 08:20
460-00-4
70-130
1
05/05/1108:20
2037-26-5
70-130
1
05/05/11 08:20
17060-07-0
0.10
1
05/09/11 15:59
0.10
1
05/03/11 15:34
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�� ti\cis
H6
H1
Page 16 of 24

aceAnalXical
www.pacelabs.com
Project: GCDM/Stanley
Pace Project No.: 9293156
Sample: Effluent
Parameters
624 Volatile Organics
Benzene
Bromodich loromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichloroethane-d4 (S)
9040 pH
pH
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
Date: 05/10/2011 03:53 PM
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 lGncey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab BD: 9293156010 Collected: 05/01/11 17:50 Received: 05/02/11 11:27 Matrix: Water
Results Units Report Limit
Analytical Method: EPA 624
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
5.0
ND ug/L
10.0
ND ug/L
5.0
103 %
70-130
94 %
70-130
101 %
70-130
108 %
70-130
Analytical Method: EPA 9040
6.3 Std. Units
0.10
Analytical Method: EPA 353.2
4.0 mg/L 0.10
DF Prepared Analyzed CAS No. Qua[
05/05/1108:38 71-43-2
05/0511108:38 75-27-4
05105/1108:38 75-25-2
05/05/1108:38 74-83-9
05/05/1108:38 56-23-5
05/05/11 08:38 108-90-7
05/05/1108:38 75-00-3
05/05/11 08:38 67-66-3
05/05/1108:38 74-87-3
05/05/11 08:38 124-48-1
0510511108:38 95-50-1
05/05/1108:38 541-73-1
05/05/1108:38 106-46-7
05/05/11 08:38 75-34-3
05/05/11 08:38 107-06-2
05/0511108:38 75-35-4
05105/ 11 08: 38 156-59-2
05/05/1108:38 156-60-5
05105/1108:38 78-87-5
05/05/11 08:38 10061-01-5
05/05/1108:38 10061-02-6
05/05/11 08:38 100-41-4
05/05/11 08:38 75-09-2
05/0511108:38 79-34-5
05/05/11 08:38 127-18-4
05/05/11 08:38 108-88-3
05/05/1108:38 71-55-6
05/0511108:38 79-00-5
05/05/1108:38 79-01-6
05/05/1108:38 75-69-4
05/05/1108:38 75-01-4
05/05/11 08:38 1868-53-7
05105/1108:38 460-00-4
05/05/1108:38 2037-26-5
05/05/11 08:38 17060-07-0
1 05/09/11 15:59
1 05/03/11 15:36
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
.�Toq
ir„Ol
H6
Page 17 of 24

m
�;a'cie Analytical
www.pacelabs.com
r
I
Project: GCDM/Stanley
Pace Project No.: 9293156
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Batch: MSV/15097 Analysis Method: EPA 624
QC Batch Method: EPA 624 Analysis Description: 624 MSV
Associated Lab Samples: 9293156001, 9293156002, 9293156003, 9293156004, 9293156005, 9293156006, 9293156007, 9293156008,
9293156009,9293156010
METHOD BLANK: 601139
Matrix: Water
Associated Lab Samples: 9293156001, 9293156002, 9293156003, 9293156004, 9293156005, 9293156006, 9293156007, 9293156008,
9293156009,9293156010
Parameter
Units
Blank
Result
1,1,1-Trichloroethane
ug/L
ND
1,1,2,2-Tetrachloroethane
ug/L
ND
1,1,2-Trichloroethane
ug/L
ND
1,1-Dichloroethane
ug/L
ND
1,1-Dichloroethene
ug/L
ND
1,2-Dichlorobenzene
ug/L
ND
1,2-Dichloroethane
ug/L
ND
1,2-Dichloropropane
ug/L
ND
1,3-Dichlorobenzene
ug/L
ND
1,4-Dichlorobenzene
ug/L
ND
Benzene
ug/L
ND
Bromodichloromethane
ug/L
ND
Bromoform
ug/L
ND
Bromomethane
ug/L
ND
Carbon tetrachloride
ug/L
ND
Chlorobenzene
ug/L
ND
Chloroethane
ug/L
ND
Chloroform
ug/L
ND
Chloromethane
ug/L
ND
cis-1,2-Dichloroethene
ug/L
ND
cis-1,3-Dichloropropene
ug/L
ND
Dibromochloromethane
ug/L
ND
Ethylbenzene
ug/L
ND
Methylene Chloride
ug/L
ND
Tetrachloroethene
ug/L
ND
Toluene
ug/L
ND
trans-1,2-Dichloroethene
ug/L
ND
trans-1,3-Dichloropropene
ug/L
ND
Trichloroethene
ug/L
ND
Trichlorofluoromethane
ug/L
ND
Vinyl chloride
ug/L
ND
1,2-Dichloroethane-d4 (S)
%
105
4-Bromofluorobenzene (S)
%
94
Dibromofluoromethane (S)
%
99
Toluene-d8 (S)
%
98
LABORATORY CONTROL SAMPLE: 601140
Spike
Parameter Units Conc.
1,1,1-Trichloroethane ug/L 20
Date: 05/10/2011 03:53 PM
Reporting
Limit
Analyzed Qualifiers
5.0
05/05/1105:33
5.0
05/05/1105:33
5.0
05105/1105:33
5.0
05/05/1105:33
5.0
05105/1105:33
5.0
05/05/11 05:33
5.0
05105/1105:33
5.0
05/0511105:33
5.0
05/05/11 05:33
5.0
05/05/1105:33
5.0
05/05/1105:33
5.0
05/05/1105:33
5.0
05105/1105:33
10.0
05/05/11 05:33
5.0
05/05/1105:33
5.0
05/05/1105:33
10.0
05/05/1105:33
5.0
05/0511105:33
5.0
05/05/1105:33
5.0
05105/1105:33
5.0
05/05/1105:33
5.0
05/05/1105:33
5.0
05/05/1105:33
5.0
05105/1105:33
5.0
05/0511105:33
5.0
05/05/1105:33
5.0
05/05/1105:33
5.0
05/05/1105:33
5.0
05105/1105:33
10.0
05105/1105:33
5.0
05/0511105:33
70-130
05/05/1105:33
70-130
05105/1105:33
70-130
05105/1105:33
70-130
05/05/1105:33
LCS
LCS % Rec
Result
% Rec Limits Qualifiers
21.5
108 52-162
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Aczco�g
Page 18 of 24

aceAnalytical
-pacefabs.com
1
Project: GCDM/Stanley
Pace Project No.: 9293156
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
601140
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
1,1,2,2-Tetrachloroethane
ug/L
20
19.1
96
46-157
1,1,2-Trichloroethane
ug/L
20
20.9
104
52-150
1,1-Dichloroethane
ug/L
20
22.5
112
59-155
1,1-Dichloroethene
ug/L
20
17.4
87
1-234
1,2-Dichlorobenzene
ug/L
20
19.5
97
18-190
1,2-Dichloroethane
ug/L
20
21.0
105
49-155
1,2-Dichloropropane
ug/L
20
20.1
100
1-210
1,3-Dichlorobenzene
ug/L
20
18.9
95
59-156
1,4-Dichlorobenzene
ug/L
20
18.9
94
18-190
Benzene
ug/L
20
20.1
100
37-151
Bromodichloromethane
ug/L
20
20.2
101
35-155
Bromoform
ug/L
20
18.1
90
45-169
Bromomethane
ug/L
20
24.2
121
. 1-242
Carbon tetrachloride
ug/L
20
20.4
102
70-140
Chlorobenzene
ug/L
20
19.3
97
37-160
Chloroethane
ug/L
20
20.0
100
14-230
Chloroform
ug/L
20
22.5
112
51-138
Chloromethane
ug/L
20
20.6
103
1-273
cis-1,2-Dichloroethene
ug/L
20
21.0
105
68-146
ds-1,3-Dichloropropene
ug/L
20
19.3
97
1-227
Dibromochloromethane
ug/L
20
18.6
93
53-149
Ethylbenzene
ug/L
20
19.5
98
37-162
Methylene Chloride
ug/L
20
20.4
102
1-221
Tetrachloroethene
ug/L
20
19.6
98
64-148
Toluene
ug/L
20
20.4
102
47-150
trans-1,2-Dichloroethene
ug/L
20
21.4
107
54-156
trans-1,3-Dichloropropene
ug/L
20
19.1
95
17-183
Trichloroethene
ug/L
20
20.8
104
71-157
Trichlorofluoromethane
ug/L
20
20.2
101
17-181
Vinyl chloride
ug/L
20
19.8
99
1-251
1,2-Dichloroethane-d4 (S)
%
100
70-130
4-Bromofluorobenzene (S)
%
99
70-130
Dibromofluoromethane (S)
%
106
70-130
Toluene-d8 (S)
%
102
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
601141
601142
MS
MSD
9293156001
Spike
Spike
MS
MSD
MS MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec % Rec Limits RPD Qual
1,1,1-Trichloroethane
ug/L
ND
20
20
20.9
21.1
105
105 46-171 1
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
19.6
19.8
98
99 73-159 1
1,1,2-Trichloroethane
ug/L
ND
20
20
21.4
21.3
107
107 64-152 0
1,1-Dichloroethane
ug/L
ND
20
20
21.6
21.6
108
108 43-172 0
1,1-Dichloroethene
ug/L
ND
20
20
24.3
20.7
122
104 48-189 16
1,2-Dichlorobenzene
ug/L
ND
20
20
17.3
17.3
87
87 54-154 0
1,2-Dichloroethane
ug/L
ND
20
20
20.6
20.8
103
104 42-171 1
1,2-Dichloropropane
ug/L
ND
20
20
19.3
19.6
96
98 55-157 1
Date: 05/10/2011 03:53 PM REPORT OF LABORATORY ANALYSIS Page 19 of 24
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc

aceAnalydcal' / www.pacelabs.com
Project: GCDM/Stanley
Pace Project No.: 9293156
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 601141
Parameter
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Benzene
Bromod ihloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
Dibromochloromethane
Ethylbenzene
Methylene Chloride
Tetrachloroethene
Toluene
trans-1,2-Dichloroethene
trans-1,3-Dichloropropene
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
Toluene-d8 (S)
Date: 05/10/2011 03:53 PM
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
601142
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MS
MSD
9293156001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
ug/L
ND
20
20
16.8
17.0
84
85
57-148
1
ug/L
ND
20
20
16.9
17.0
84
85
58-149
1
ug/L
ND
20
20
20.3
20.0
102
100
54-163
1
ug/L
ND
20
20
19.6
19.5
98
97
56-152
1
ug/L
ND
20
20
17.9
18.0
90
90
53-151
1
ug/L
ND
20
20
20.1
21.1
100
106
10-200
5
ug/L
ND
20
20
19.2
19.0
96
95
41-175
1
ug/L
ND
20
20
18.3
18.4
92
92
67-152
0
ug/L
ND
20
20
20.6
19.2
103
96
23-200
7
ug/L
ND
20
20
21.4
21.7
105
106
51-166
1
ug/L
ND
20
20
20.3
20.2
101
101
40-175
0
ug/L
ND
20
20
20.2
20.3
101
102
45-174
1
ug/L
ND
20
20
18.3
18.2
91
91
38-146
1
ug/L
ND
20
20
17.5
17.4
88
87
65-144
1
ug/L
ND
20
20
18.5
18.4
93
92
57-152
0
ug/L
ND
20
20
19.1
19.4
95
97
40-167
1
ug/L
ND
20
20
20.7
20.1
95
92
59-155
3
ug/L
ND
20
20
19.8
19.8
99
99
47-162
0
ug/L
ND
20
20
21.0
21.4
105
107
47-178
2
ug/L
ND
20
20
18.3
18.1
91
91
39-148
1
ug/L
ND
20
20
20.3
20.0
101
100
60-153
2
ug/L
ND
20
20
19.9
19.6
100
98
42-199
1
ug/L
ND
20
20
20.4
19.9
102
99
46-176
2
%
102
104
70-130
96
95
70-130
%
102
102
70-130
100
101
70-130
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Qua]
Page 20 of 24

aceAnalytical
wwwpacelabs.com
I
Project: GCDM/Stanley
Pace Project No.: 9293156
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Batch: WET/16321 Analysis Method: EPA 9040
QC Batch Method: EPA 9040 Analysis Description: 9040 pH
Associated Lab Samples: 9293156001, 9293156002, 9293156003, 9293156004, 9293156005, 9293156006, 9293156007, 9293156008,
9293156009,9293156010
SAMPLE DUPLICATE: 603190
9292538001 Dup
Parameter Units Result Result RPD Qualifiers
pH Std. Units 7.6 7.5 1 H6
SAMPLE DUPLICATE: 603191
9293156009 Dup
Parameter Units Result Result RPD Qualifiers
pH Std. Units 6.2 6.1 0 H6
Date: 05/10/2011 03:53 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 21 of 24

Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
,1�laceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
www.pacelabs.corn Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
(3361623-8921 [phone] [phone]
QUALITY CONTROL DATA
Project: GCDM/Stanley
Pace Project No.: 9293156
QC Batch: WETA/9630
Analysis Method:
EPA 353.2
QC Batch Method: EPA 353.2
Analysis Description:
353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 9293156007,
9293156008,
9293156009, 9293156010
METHOD BLANK: 600078
Matrix: Water
Associated Lab Samples: 9293156007, 9293156008,
9293156009, 9293156010
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Nitrogen, Nitrate
mg/L
ND 0.10 05/03/11 15:28
LABORATORY CONTROL SAMPLE:
600079
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
Nitrogen, Nitrate
mg1L
5 5.1
102 90-110
MATRIX SPIKE SAMPLE:
600080
9293156010 Spike
MS MS % Rec
Parameter
Units
Result Conc.
Result % Rec Limits Qualifiers
Nitrogen, Nitrate
mg/L
4.0 5
9.1 103 90-110
SAMPLE DUPLICATE: 600081
9293156010 Dup
Parameter
Units
Result Result
RPD Qualifiers
Nitrogen, Nitrate
mg/L
4.0 4.0
0
Date: 05/10/2011 03:53 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
y I:CC pq�s
Page 22 of 24

aceAnalytical
—pacelabs.com
i
Project: GCDM/Stanley
Pace Project No.: 9293156
DEFINITIONS
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
QUALIFIERS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 IGncey Ave. Suite 100
Huntersville, NC 28078
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
H1 Analysis conducted outside the EPA method holding time.
H6 Analysis initiated more than 15 minutes after sample collection.
Date: 05/10/2011 03:53 PM REPORT OF LABORATORY ANALYSIS Page 23 of 24
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
www.pacelabs.com
I
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project:
GCDM/Stanley
Pace Project No.:
9293156
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method
9293156001
MW-3
EPA 624
MSV/15097
9293156002
MW-7
EPA 624
MSW15097
9293156003
MW-5
EPA 624
MSV/15097
9293156004
MW-14
EPA 624
MSV/15097
9293156005
MW-16
EPA 624
MSV/15097
9293156006
Influent
EPA 624
MSV/15097
9293156007
Before Carbon
EPA 624
MSV/15097
9293156008
Between Carbon
EPA 624
MSV/15097
9293156009
After Carbon
EPA 624
MSV/15097
9293156010
Effluent
EPA 624
MSV/15097
9293156001
MW-3
EPA 9040
WET/16321
9293156002
MW-7
EPA 9040
WET/16321
9293156003
MW-5
EPA 9040
WET/16321
9293156004
MW-14
EPA 9040
WET/16321
9293156005
MW-16
EPA 9040
WET/16321
9293156006
Influent
EPA 9040
WET/16321
9293156007
Before Carbon
EPA 9040
WET/16321
9293156008
Between Carbon
EPA 9040
WET/16321
9293156009
After Carbon
EPA 9040
WET/16321
9293156010
Effluent
EPA 9040
WET/16321
9293156007
Before Carbon
EPA 353.2
WETA/9630
9293156008
Between Carbon
EPA 353.2
WETA/9630
9293156009
After Carbon
EPA 353.2
WETA19630
9293156010
Effluent
EPA 353.2
WETA/9630
Date: 05/10/2011 03:53 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Analytical
Batch
Page 24 of 24

I
aceAnalytical
I www.pacelabs.com
CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody Is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
SectIO
Requir4d
A Section B Section C
Client Information: Rsqulrod Project Information: Invoice Information:
y: , Report To: Attention:
Page: of
Camps
1477939
py To: Company Name! r
,
Address:NPDES
IGROUNDWATER r DRINKINGWATER
Purchase
Fkoqu&�dDueDatefrAT.
Order No.:
Pace Quote
ax: P
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Reference:
r UST (RCRA r OTHER
Paos Protect
Manager.
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Number
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wduindclient Information MATRIX I CODE
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COLLECTED
Preservatives
+ 1
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Drinking Water DW
U
Water WT
Waste Water WW
Product P
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COMPOSITE
START
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ENDIGRAB
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(A-Z, 0-9l r) Airpe AR
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Sample IDS MUST BE UNIQUE Tissue TS
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PRINT Home of SAMPLER:
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SIGNATURE of SAMPLER:
DATE Signed
'Important tv 1 signing this torn you ere accepting Pace's NET 30 day payment terms end
(MM/DDIYYJ:
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eareulno to rwrA„r.w......,r a ems, __. ___...
r=_ar r _mmin—, n7 9G-\A.... --

Sample Condition Upon Receipt
�FaceARalytical- -----
Client Name: Project # g;11315-40
'here Received: Af---Huntersville ❑ Asheville ❑ Eden
Courier: ❑ Fed Ex ❑ UPS ❑ USPS ❑ Client ❑ Commercial ace Other tiOflaE�'
Custody Seal on Cooler/Box Present: ❑ yes Seals intact: ❑ yes ❑ no
ie`
'>rarKa 11
Packing Material: ❑ Bubble Wrap ❑B a Bags ❑ None ❑Other
Thermometer Used: IR Gun: T1101 Type of Ice: et Blue. None ampler on ice, cooling process has begun
Temo Correction Factor: Add / Subtract 0 °C�
Corrected Cooler Temp.: �r� C
Temp should be above freezing to 6°C a
Biological Tissue is Frozen: Yes No g
Comments:
Date and Initi Is of person examining
contents: S4104---
Chain of Custody Present:
Yes ONO
❑N/A
1.
Chain of Custody Filled Out:
, BYes ❑No
❑NIA
2.
Chain of Custody Relinquished:
No
❑N/A
3.
Sampler Name & Signature on COC:
No
❑N/A
4.
Samples Arrived within Hold Time:
No
❑N/A
5.
Short Hold Time Analysis <72hr :
❑Yes J:Wo--❑N/A
6.
Rush Turn Around Time Requested:
❑Yes 2!d6:::dN/A
7.
Sufficient Volume:
es No
❑NIA
8.
Correct Containers Used:
-Pace Containers Used:
D ONO
gfes ❑No
❑N/A
❑N/A
9.
.,ntainers Intact
No
❑N/A
10.
Filtered volume received for Dissolved tests
❑Yes ONO
11.
Sample Labels match COC:
-Includes date/time/ID/Analysis Matrix:
es —[]No
❑N/A
12.
All containers needing preservation have been "checked.
All containers needing preservation are found to be in
compliance with EPA recommendation.
exceptions: VOA, coliform, TOC, O&G, WI-DRO (water)
r4 ONO
0 ❑No
Dyes ONO
❑N/A
❑wA
13.
Initial whep qqfnpleted
Samples checked for dechlorination:
BYe. [IN.
A
14.
Headspace in VOA Vials >6mm :
Dyes BNo ❑N/A
15.
Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank Lot # if purchased):
Dyes ONO
❑Yes ONO
N/A
❑N/A
16.
Client Notification/ Resolution:
Person Contacted:
Comments/ Resolution:
Date/Time:
SCARF Review:l Df-M. jDate: I FZ--It SRF Review:
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form
Certification Office ( i.e out of hold, incorrect preservative, out of temp, incorrect containers)
Field Data Required? Y / N
sent to the North Carolina DEHNR
F-C H R-CS-003-rev.03 13Apr2011

aceAnalytical
www.pacefabs.corn
May 16, 2011
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Mr. Robert Hird
A&W Professional Services
7900-D Stevens Mill Road #120
Matthews, NC 26104
RE: Project: GCDM/Stanley
Pace Project No.: 9293699
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 IGncey Ave. Suite 100
Huntersville, NC 28078
Dear Mr. Hird:
Enclosed are the analytical results for sample(s) received by the laboratory on May 09, 2011. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kevin Herring
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
[phone]
Page 1 of 11

aceAnalj6cal
w,nw.pacelabs.com
Project: GCDM/Stanley
Pace Project No.: 9293699
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804
Connecticut Certification #: PH-0106
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
New Jersey Certification #: NC011
North Carolina Bioassay Certification #: 9
North Carolina Drinking Water Certification #: 37712
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
CERTIFICATIONS
[phone]
North Carolina Wastewater Certification #: 40
Pennsylvania Certification #: 68-03578
South Carolina Bioassay Certification #: 99030002
South Carolina Certification #: 99030001
Virginia Certification #: 00072
West Virginia Certification #: 356
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
N' -max
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 11

_ aceAnalytica!®
www.pacelabs.corn
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE CUNT
Pace Analytical Services, Inc.
9800 IGnceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project:
GCDM/Stanley
Pace Project No.:
9293699
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
9293699001
Before Carbon
EPA 353.2
LEP
1
PASI-A
9293699002
Between Carbon
EPA 353.2
LEP
1
PASI-A
9293699003
After Carbon
EPA 353.2
LEP
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 3 of 11

aceAnalXical
www.pacelabs.com
1
i
Project: GCDM/Stanley
Pace Project No.: 9293699
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Lab Sample ID
Client Sample ID
Method
Parameters
9293699001
Before Carbon
EPA 353.2
Nitrogen, Nitrate
9293699002
Between Carbon
EPA 353.2
Nitrogen, Nitrate
9293699003
After Carbon
EPA 353.2
Nitrogen, Nitrate
FATS ONLY
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 IGncey Ave. Suite 100
Huntersville, NC 28078
[phone]
Result Units
Report Limit
Analyzed
Qualifiers
4.0 mg/L
0.10
05/10/11 16:29
1g
4.1 mg/L
0.10
05/10/11 16:29
1 g
4.1 mg/L
0.10
05/10/11 16:29
1 g
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACCOA
Page 4 of 11

aceAnalytical G
—pacelabs.com
I
Project: GCDM/Stanley
Pace Project No.: 9293699
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
Method: EPA 353.2
Description: 353.2 Nitrogen, NO2/NO3 unpres
Client: A&W Professional Services
Date: May 16, 2011
[phone]
Pace Analytical Services, Inc.
9925 Riverside Dr.
Asheville, NC 28804
[phone]
PROJECT NARRATIVE
General Information:
3 samples were analyzed for EPA 353.2. All samples were received in acceptable condition with any exceptions noted below.
Hold Time:
The samples were analyzed within the method required hold times with any exceptions noted below.
Initial Calibrations (including MS Tune as applicable):
All criteria were within method requirements with any exceptions noted below.
Continuing Calibration:
All criteria were within method requirements with any exceptions noted below.
Method Blank:
All analytes were below the report limit in the method blank with any exceptions noted below.
Laboratory Control Spike:
All laboratory control spike compounds were within QC limits with any exceptions noted below.
Matrix Spikes:
All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below.
Duplicate Sample:
All duplicate sample results were within method acceptance criteria with any exceptions noted below.
Additional Comments:
Analyte Comments:
QC Batch: WETA/9667
Pace Analytical Services, Inc.
9800 IGnceyAve. Suite 100
Huntersville, NC 28078
[phone]
1g: Initial Nitrate analysis did not contain the method required CCV/CCB's. The re -analysis that did contain the required CCV/CCB's,
confirmed the Nitrate values from the original run.
After Carbon (Lab ID: 9293699003)
Nitrogen, Nitrate
Before Carbon (Lab ID: 9293699001)
• Nitrogen, Nitrate
Between Carbon (Lab ID: 9293699002)
• Nitrogen, Nitrate
This data package has been reviewed for quality and completeness and is approved for release.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
COq
\�z
Page 5 of 11

1�;a'ceAnalXica(
i 6vmvpacelabs.com
I
I
Project: GCDM/Stanley
Pace Project No.: 9293699
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: Before Carbon Lab ID: 9293699001 Collected: 05/08/11 17:05 Received: 05/09/11 12:18 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua[
353.2 Nitrogen, NO2/NO3 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate 4.0 mg/L 0.10 1 05/10/11 16:29 1g
Date: 05/16/2011 09:49 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�y�µ ACCOgO
Page 6 of 11

IeAnalydcalo
—pacelabs.com
r
Project: GCDM/Stanley
Pace Project No.: 9293699
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: Between Carbon Lab ID: 9293699002 Collected: 05/08/11 17:10 Received: 05/09/11 12:18 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
353.2 Nitrogen, NO2/NO3 unpres Analytical Method: EPA353.2
Nitrogen, Nitrate 4.1 mg/L 0.10 1 05/10/11 16:29 1g
Date: 05/16/2011 09:49 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 7 of 11

1��a'.ccee Analytical
www.pacelabs.com
r�
Project: GCDM/Stanley
Pace Project No.: 9293699
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 IGncey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: After Carbon Lab ID: 9293699003 Collected: 05/08/11 17:15 Received: 05/09/11 12:18 Matnx: water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
353.2 Nitrogen, NO2IN03 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate 4.1 mg/L 0.10 1 05/10/11 16:29 1g
Date: 05/16/2011 09:49 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 8 of 11

Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
ace Analytical 205 East Meadow Road - Suite A 2925 Riverside Dr. 9800 Kincey Ave. Suite 100
wrmpacefabs.com Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
i [phone] [phone] [phone]
QUALITY CONTROL DATA
Project: GCDM/Stanley
Pace Project No.: 9293699
QC Batch: WETA/9667
Analysis Method:
EPA 353.2
QC Batch Method: EPA 353.2
Analysis Description:
353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 9293699001, 9293699002, 9293699003
METHOD BLANK: 603998
Matrix: Water
Associated Lab Samples: 9293699001, 9293699002, 9293699003
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Nitrogen, Nitrate
mg/L
ND
0.10 05/10/11 17:20
LABORATORY CONTROL SAMPLE:
603999
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg/L
5 5.3
105
90-110
MATRIX SPIKE SAMPLE:
604047
9293699001 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg/L
4.0
5 9.0
100
90-110
MATRIX SPIKE SAMPLE:
604048
9293699002 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg/L
4.1
5 9.0
99
90-110
SAMPLE DUPLICATE: 604011
9293696003 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Nitrogen, Nitrate
mg/L
4.1
4.1 1
SAMPLE DUPLICATE: 604012
9293692001 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Nitrogen, Nitrate
mg/L
ND
ND
Date: 05/16/2011 09:49 AM
REPORT OF LABORATORY ANALYSIS
Page 9 of 11
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc

aceAnalytical
www.pacelabs.com
r
r
Project: GCDM/Stanley
Pace Project No.: 9293699
DEFINITIONS
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
QUALIFIERS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
ANALYTE QUALIFIERS
1g Initial Nitrate analysis did not contain the method required CCV/CCB's. The re -analysis that did contain the required
CCV/CCB's, confirmed the Nitrate values from the original run.
[phone]
Date: 05/16/2011 09:49 AM REPORT OF LABORATORY ANALYSIS Page 10 of 11
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
www.pacelabs.com
I
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2995 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, Inc.
9800 Kncey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project:
GCDM/Stanley
Pace Project No.:
9293699
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method Batch
9293699001
Before Carbon
EPA 353.2
WETA/9667
9293699002
Between Carbon
EPA 353.2
WETA/9667
9293699003
After Carbon
EPA 353.2
WETA/9667
Date: 05/16/2011 09:49 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�i.�c-EoAOr
Page 11 of 11

CHAIN -OF -CUSTODY / Analytical Request Document
Z6.f�yti�
® The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
m
ection
A Section B Section C Page: of
equlro
Cllent Information: Required Project Information: Invoice Information:
: J'. Report To dIdd ` Attention: 'i /� ®�
Oft f 1 �•{77
in an
t JA Copy T : Company Name:
Purchase Order No.:
Address:
Pace Quota
r NPDES r GROUND WATER r DRINKING WATER
UST
mail To
Reference:
RCRA r OTHER
one:
Fax:
Proje Na
e
Pace Project
Manager:
&itb ts04afQ1„1
aquae
bug Date)T T:
Project Number. 01
Pace Profile f ./15
—
"`sv
Ra}��u'est�d?l1n�ltsTs
FtlttS(t�d
(YIN
Sac
on D Matrix Codes
a
Roq
iredClient Information MATRIX I CODE
COLLECTED
Preservatives
Drinking Water DWWT
5
Wate
Oz
Waste WIN W
v
coMPosITE
COMPOSITE
Product P
START
ENDIGRAS
SAMPLE ID o°Iusgud O
n
N}
(A-Z, 0-9 / r) Air WiPe WP
w
¢
Z
1t+1
c
ample IDs MUST BE UNIQUE Tissue TS
O
aEL
Other OT
U
z
m
c
DATE
Q
0
3
2=
OIIld
TIME
DATE
TIME
m
Z
V
Pace Project No./ Lab I.D.
O
71S
•"i
I;eY
t;rC
Px;
Q
y
ADDITIONAL COMMENTS
"RELINSaU13HhD )�1F'L'APRILIj4f( H+ ' x
, t TE,
f�INE
r= t
�i"'ACC
PlfD
OY /21Fp1
ID/Yi
-` 7
n
QATGt
TIME:
SAMPLE CONDITIONS
S
/a
C
5)
.sAMaLe�gNapns,*F►aIoKaRe '; ,y, z n >` , 4i
ORIGINAL
PRINT Name of SAMPLER: v
a
SIGNATURE of SAMPLER: DATE Signed
E
F
8
_
a�
E
U)
'Important N._-. By signing this form you are eccepting Parch NET 30 dev oevment terms end eareelna to iatn ehamae ar I M. ae. a...,.x, a.�.._ _..

Sample Condition Upon Receipt
.1 aceAnaty C9 Client Name: Project # 924309
'here Received: E Huntersville ❑ Asheville ❑ Eden
Courier: ❑ Fed Ex ❑ UPS ❑ USPS ❑ Client ❑ Commercial Pace Other 'tlata�NNNRg
_'
CustodySeal on Cooler/Box Present: ❑ ygs no Seals intact: El yes ❑ no
f?�¢ i�iafrt
Packing Material: ❑ Bubble Wrap ❑Bubble Bags one ❑Other
Thermometer Used: IR Gun: T1101 Type of Ice: DetBlue None Samples on ice, cooling process has begun
Tamn 1nrrar4inn Fw4nr^ Adel i' Riihtraet a °C
Corrected Cooler Temp.: - C
Temp should be above freezing to 6°C
nY
Biological Tissue Is Froze: es No
Comments:
Date and Initials of person examining
contents.
Chain of Custody Present:
ONO
❑N/A
1.
Chain of Custody Filled Out:
'es
19 es ❑No
❑N/A
2.
Chain of Custody Relinquished: _
Yes ON.
❑N/A
3.
Sampler Name & Signature on COC:
0les ❑No
ON/A
4.
Samples Arrived within Hold Time:
9Yes ON.
❑N/A
5.
Short Hold Time Analysis <72hr :
V< ❑No
❑N/A
6.
Rush Turn Around Time Requested:
❑Yes I99-o
❑N/A
7.
Sufficient Volume:
2fe—s ❑No
❑N/A
8.
Correct Containers Used:
-Pace Containers Used:
13 re. ❑No
es ❑No
❑N/A
❑N/A
9•
ontainers Intact:
©'res—❑No
❑N/A
10.
Filtered volume received for Dissolved tests
❑Yes ❑No
ffW-A—
11.
Sample Labels match COC:
-Includes date/time/ID/Analysis Matrix:
Eames ONo
❑N/A
12.
All containers needing preservation have been checked.
All containers needing preservation are found to be in
compliance with EPA recommendation.
exceptions: VOA, coliform, TOC, O&G, WI-DRO (water)
❑Yes ❑No
❑Yes ❑No
Dyes ONO
�-��-
UIV/A
L7N/A
13.
Initial when completed
Samples checked for dechlorination:
B res ON.
❑N/A
14.
Headspace in VOA Vials >6mm):
❑Yes ❑No
N/A
15.
Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank Lot # if purchased):
❑Yes ❑No
❑Yes ❑No
/A
G4A
16.
Client Notification/ Resolution: Field Data Required? Y / N
Person Contacted:
Comments/ Resolution:
Date/Time:
SCURF Review:1 C"V1 (Date: lh SRF RevteW:l �br loate: l� 1-111 1
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office (Le out of hold, incorrect preservative, out of temp, incorrect containers)
F-CHR-CS-003-rev.03 13Apr2011

GW-59 and GW-59A Forms

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_-- -_

Gib'-59Ei COMPLIANCE REPORT FORM Permit # 1416?000i9ga 7
(Submit one each monitoring period with GW-59 forms.)
1
Enter date monitoring results were due. 0 Will this monitoring report (GW-59 and GW-59A)
S
NO
be submitted after the established due date?
2
Was any required information missing on the GW-59 report forms?
YES
NO
IF the answer to question I or 2 is "YES", list in the space provided below the well identification number(s) and
explain the problems encountered in obtaining the required information.
3
Are any of the monitor wells in need of repair or maintenance (damaged casing, unlocked or missing cap, missing
YES
O
identification plate, area overgrown, etc.)? If the answer is "Yes ", contact the Regional Officefor guidance.
4
Are any monitored constituents equal to or above the established standards?
S
NO
If the answer to question 4 is "NO", skip to section 8.
If the answer to question 4 is "YES" list the affected wells individually with constituent(s) and concentration(s)
exceeding standards in the space provided below:
/)71,--)-14-
/,49!✓-/G - �C - f del /1
5
For the constituents identified in question 4 above, have standards been exceeded previously for the
YES
NO
same constituent(s) in the same well(s) in the last two years?
If the answer to question 5 is "NO", skip to section 8.
If the answer to question 5 is "YES'; list in the space provided below, each well with constituent(s) exceeding
standards, concentrates n(s) reported, and sample collection date for each occurrence (for last two years .
1!!$ ' rS•74a/f !hU-/li — f��8 ' (3•�c� fT'tJ-i —14- °l
P
6
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YES
NO
If the answer is "YES", a groundwater quality problem may be occurring. CONTACT THE REGIONAL
OFFICE IMMEDIATELY FOR GUIDANCE. If the answer is "NO'; monitoring wells maybe improperly
located; contact the Regional Office.
7
Is the permittee implementing previously approved actions required by the Division involving this IfYES
NO
groundwater quality problem?
If the answer to question 7 is "YES", describe those actions in the space provided below.
If the answer to question 7 is "NO'; contact the Regional Office within 90 days; an evaluation may be
required to determine the impact the waste disposal system is having at the review and compliance
boundaries surroundina this facility. Failure to do so may subject the permittee to a Notice of Violation,
fines and/or Penalties.
---eDun Q4I CN ♦1P,co veS El s -(e
8
The person completing this portion (GIN-59A) of the monitoring report should sign below and submit this
form with GW--59 forms for required wells to the address provided at the top of the current GW-59 form.
i hereby acknowledge that the above, informatio as evaluated and the information submitted in this
report (Compliance Report GW-59A) is true an _ omplete to the best of my knowledge. _.
1
Si lure ermittee (or Authors Age(t) Date
GW-59A 12/8/2003

JAN 2 0 2010
ACTIVE REMEDIATION MONITORING REPORT
NOVEMBER 4, 2008 — DECEMBER 31, 2009
Gaston County Dyeing Machine Company
Stanley Facility
Gaston County, North Carolina
Ground Water Incident Number 0528
January 8, 2010

ACTIVE REMEDIATION MONITORING REPORT
NOVEMBER 4, 2008 — DECEMBER 31, 2009
Gaston County Dyeing Machine Company
Stanley Facility
Gaston County, North Carolina
Ground Water Incident Number 0528
This report was prepared by�A&W Professional Services, PLLC
Dale Lanier, �"®t Os,�"t.
IU
North Carolina _ o. 1281
This report was reviewed by.
J• e�r
`�Q�b Qy� ^�g�.^�•`• q R LL•��`Gkc �N� t.
�o' f SE i_
�C��,CA�
Robert S. F ird, P.G. °'�, `r :, jlJ � •,a,,'°
�`��'rSRn •�.n au up3y�
North Carolina Licensed Geologist No. 1247
a
r � �
Date
/a/0po
Date
JAN 2 0 2010
r

TABLE OF CONTENTS
1.0 INTRODUCTION
2.0 ANNUAL GROUND WATER MONITORING
3.0 SYSTEM SAMPLING AND OPERATION AND MAINTENANCE
3.1 System Sampling
3.2 Operation and Maintenance
4.0 CONCLUSIONS AND RECOMMENDATIONS
5.0 REMARKS
TABLES
Table 1 Ground Water Elevation Data
Table 2 Summary of Ground Water Analytical Results
Table 3 Summary of Ground Water Remediation System Influent and
Effluent Analytical Results
FIGURES
Figure 1 Topographic Location Map
Figure 2 Site Map
Figure 3 Shallow Ground Water Potentiometric Map, December 23, 2009
Figure 4 Tetrachloroethene Concentration Map, December 23, 2009
APPENDICES
Appendix A: Laboratory Analytical Report — December 23, 2009
Appendix B: GW-59 and GW-59A Forms
1
1
2
2
2
3
3

1.0 INTRODUCTION
A&W Professional Services, PLLC (A&W) prepared this Active Remediation Monitoring Report
on behalf of Gaston County Dyeing Machine (GCDMC). This report summarizes ground water
monitoring and treatment system operational data obtained between November 4, 2008 and December 31,
2009. Also included in the report are the results of annual ground water sampling. The site is located in
the town of Stanley, Gaston County, North Carolina. Figure 1 is a Topographic Map of the property and
surrounding area.
A&W prepared this report in accordance with the North Carolina Department of Environment and
Natural Resources (NCDENR), Division of Environmental Management (DEM), Non -Discharge Permit
Number WQ0008907. The permit requires monitoring wells MW-3, MW-5, MW-7 (formerly MW-7B),
MW-14 and MW-16 to be sampled in October of each year. Please note that MW-7B (intermediate depth
well) will be referred to as MW-7 in accordance with the NCDENR, Permits and Compliance Unit. In
addition, influent and effluent samples are collected annually to evaluate the system performance. Figure 2
is a Site Map detailing pertinent site features and monitoring well locations.
2.0 ANNUAL GROUND WATER MONITORING
A&W measured the depth to the water table in the on -site and off -site monitoring wells on
December 23, 2009. The historical static water level measurements and elevation data are presented in
Table 1. The static water level measurements at this site indicate the direction of ground water flow is
generally toward the west and southwest. Figure 3 is a Potentiometric Map that illustrates the direction of
ground water flow.
A&W collected water samples from monitoring wells MW-3, MW-5, MW-7, MW-14, and MW-
16 on December 23, 2009. A&W submitted the ground water samples to Pace Analytical Services, Inc.
(Pace) for laboratory analyses for standard pH and volatile organic compounds (VOCs) by EPA Methods
9040 and 624, respectively. According to the laboratory analytical report, tetrachloroethene was detected
at concentrations of 11.1 micrograms per liter (µg/1), 12.8 µg/,) and 9.8 µg/1 in the ground water samples
that were collected from monitoring wells MW-7, MW-14, and MW-16, respectively. A summary of the

-- most recent and historical ground water analytical results are included in Table 2. The laboratory report
for the 2009 sampling event is included in Appendix A.
Figure 4 is a Tetrachloroethene Concentration Map from the December 2009 sampling event. This
map also includes the laboratory analytical results for the influent sample that was collected from recovery
well RW-1. The tetrachloroethene concentrations that were detected in samples from monitoring wells
MW-14 and MW-16 decreased slightly, however the concentration increased in the sample from monitoring
well MW-7. Additionally, it was detected in the sample from the recovery well (the influent sample) at 6.3
ug/l. See Table 2 and Figure 4 for the tetrachloroethene concentrations.
A&W completed the required GW-59 forms for each well and submitted them to the DEM
Groundwater Section, Permits and Compliance Units, as required by the non -discharge permit. Copies of
the GW-59 and GW-59A forms are included in Appendix B.
3.0 SYSTEM SAMPLING AND OPERATION AND MAINTENANCE
3.1 System Sgmpling
A&W collected samples from the influent, between the carbon canisters (carbon), and from the
effluent on December 23, 2009. The samples were submitted to Pace for laboratory analysis of nitrates,
standard pH, and VOCs in accordance with EPA Methods 352.2, 9040, and 624. As previously
mentioned, tetrachloroethene was detected at 6.3 µg/1 in the influent sample. No VOCs were collected in
the samples collected between the carbon canisters and in the effluent samples. Additionally, nitrates were
not detected at concentrations exceeding the ground water standard. Table 3 presents the historic influent
and effluent sample analytical results. The laboratory analytical report is provided in Appendix A.
3.2 Operation and Maintenance
Between October 28, 2008 and December 31, 2009, the remediation system operated an estimated
423 days out of a possible 423 days. During the annual reporting period, 181,226 gallons of water were
treated by the remediation system. The total quantity of water that has been treated since remediation
commenced at this site is 4,787,964 gallons. The average flow rate for this period was approximately 428

gallons per day while the system was operating. The effluent water was injected at an average rate of
r approximately 0.3 gallons per minute while the system was operating. Injection well pressure readings
generally ranged between 2 and 5 pounds per square inch (psi), were equal to or below the injection well
permit maximum of 5 psi.
4.0 CONCLUSIONS AND RECOMMENDATIONS
Tetrachloroethene has historically been detected at concentrations exceeding state standards in
ground water samples that have been collected at the site. However, these concentrations have reduced
over time in the area of impact near the former lagoon, and have been below the laboratory detection limit
in the source area monitoring well (MW-3) for several years. Additionally, the tetrachloroethene
concentrations in samples from down -gradient -monitoring wells MW-14 and MW-16 continue to decline.
The geometric plume shape has remained fairly stationary and the contaminant concentrations have been
reduced through a combination of natural attenuation and removal by the remediation system.
CGDM will continue to operate the remediation system until the plume boundaries can be re-
established and tetrachloroethene is reduced sufficiently to justify turning off the remediation system.
GCDM will continue to conduct annual sampling of the ground water and the remediation system. The
next annual sampling event is scheduled for December 2010.
5.0 REMARKS
The analyses contained in this report represent A&W's professional opinions and are based upon
the finding of this investigation and the investigation performed by others. These opinions are arrived in
accordance with the currently accepted hydrogeologic and engineering practices at this time and location
and no warranties or guarantees are intended or implied.
Many of the opinions in this report are based upon the work and statements of others, including but
limited to laboratory reports and previous environmental investigations reports. A&W assumes this work
and these statements to be accurate, but accepts no responsibility for the quality and inaccuracies of this
work and these statements.
Gaston County Dye Machine/Stanley Annual Report-Jan-2010 report.doc

TABLES

TABLE 1
-
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0628
PAGE 1 OF 18
WELL NO: PZ-1
- TOC ELEV: 78.57
TOTAL DEPTH: 35.00
_ LS ELEV: 78.87
aBEEN SECTION: 25 FEET
-
DEPTH FROM DEPTH FROM GROUND WATER
DATE
TOC LS
ELEVATION
07/22/93
NA NA
NA
09/28/94
30.94 31.24
47.63
01 /17/95
27.55 27.85
51.02
04/11 /95
26.85 27.15
51.72
07/12/95
28.09 28.39
50.48
10/11 /95
30.66 30.96
47.91
04/25/96
28.80 29.10
49.77
10/17/96
29.81 30.11
48.76
04/04/97
28.65 28.95
49.92
10/02/97
29.11 29.41
49.46
04/09/98
27.18 27.48
51.39
10/13/98
29.55 29.85
49.02
04/08/99
31.25 31.55
47.32
10/14/99
33.51 33.81
45.06
10/17/00
32.69 32.99
45.88
10/16/01
33.69 33.99
44.88
10/29/02
34.67 34.97
43.90
10/17/03
27.70 28.00
50.87
10/29/04
30.58 30.88
47.99
10/29/05
30.07 30.37
48.50
11 /20/06
30.86 31.16
47.71
10/24/07
31.95 32.25
46.62
11 /03/08
30.86 31.16
47.71
12/23/09
30.41 30.71
48.16
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 2OF18
WELL NO: MW-1
TOC ELEV: 78.49
LS ELEV: 77.93
DATE
TOTAL DEPTH: 35.30
aREEK SECTION: 25 FEET
DEPTH FROM DEPTH FROM
TOC LS
GROUND WATER
ELEVATION
07/22/93
DRY
NA
UNK
09/28/94
DRY
NA
UNK
01 /17/95
DRY
NA
UNK
04/11 /95
DRY
NA
UNK
07/12/95
NM
NA
UNK
10/11 /95
NM
NA
UNK
04/25/96
NM
NA
UNK
10/17/96
DRY
NA
UNK
04/04/97
28.77
28.21
49.72
10/02/97
DRY
NA
UNK
04/09/98
28.10
27.54
50.39
10/13/98
Dry
NA
NA
04/08/99
31.19
30.63
47.30
10/14/99
DRY
DRY
>43.19
10/17/00
32.50
31.94
45.99
10/16/01
DRY
NA
UNK
10/29/02
DRY
NA
UNK
10/17/03
29.20
28.64
49.29
10/29/04
31.70
31.14
46.79
10/29/05
31.08
30.52
47.41
11/20/06
31.22
30.66
47.27
10/24/07
32.68
32.12
45.81
11 /03/08
31.76
31.20
46.73
12/23/09
31.11
30.55
47.38
WELL NO: MW-2 Monitoring well abandoned
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
-
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
-
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 3 OF 18
WELL NO: MW-3
`- TOC ELEV: 78.71
TOTAL DEPTH: 42.90
LS ELEV: 78.14
GREEN SECTION: UNK
I.
DEPTH FROM DEPTH FROM GROUND WATER
DATE
TOC LS
ELEVATION
07/22/93
31.00 30.43
47.71
09/28/94
32.90 32.33
45.81
01 /17/95
30.52 29.95
48.19
_ 04/11 /95
29.48 28.91
49.23
07/12/95
30.17 29.60
48.54
10/11 /95
31.52 30.95
47.19
04/25/96
29.59 29.02
49.12
10/17/96
30.96 30.39
47.75
04/04/97
29.55 28.98
49.16
10/02/97
31.39 30.82
47.32
04/09/98
28.97 28.40
49.74
10/13/98
31.79 31.22
46.92
04/08/99
31.92 31.35
46.79
10/14/99
33.85 33.28
44.86
10/17/00
33.25 32.68
45.46
10/16/01
34.61 34.04
44.10
10/29/02
35.24 34.67
43.47
10/17/03
30.00 29.43
48.71
10/29/04
31.40 30.83
47.31
- 10/29/05
31.96 31.39
46.75
11 /20/06
31.83 31.26
46.88
10/24/07
33.65 33.08
45.06
11 /03/08
32.33 31.76
46.38
_ 12/23/09
31.59 31.02
47.12
WELL NO: MW-4
Monitoring well abandoned
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 4 OF 18
WELL NO: MW-5
TOC ELEV: 92.26
LS ELEV: 90.95
DATE
TOTAL DEPTH: 65
GREEN SECTION: UNK
DEPTH FROM DEPTH FROM
TOC LS
GROUND WATER
ELEVATION
07/22/93
38.55
37.24
53.71
09/28/94
40.00
38.69
52.26
01 /17/95
39.95
38.64
52.31
04/11 /95
38.96
37.65
53.30
07/12/95
39.05
37.74
53.21
10/11 /95
40.05
38.74
52.21
04/25/96
38.24
36.93
54.02
10/17/96
39.02
37.71
53.24
04/04/97
38.43
37.12
53.83
10/02/97
39.84
38.53
52.42
04/09/98
38.26
36.95
54.00
10/13/98
40.25
38.94
52.01
04/08/99
40.96
39.65
51.30
10/14/99
42.47
41.16
49.79
10/17/00
42.31
41.00
49.95
10/16/01
43.41
42.10
48.85
10/29/02
44.71
43.40
47.55
10/17/03
39.30
37.99
52.96
10/29/04
40.33
39.02
51.93
10/29/05
40.98
39.67
51.28
11 /20/06
41.02
39.71
51.24
10/24/07
42.35
41.04
49.91
11 /03/08
41.87
40.56
50.39
12/23/09
41.26
39.95
51.00
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 5 OF 18
WELL NO: MW-6
TOC ELEV: 77.12
LS ELEV: 76.50
DATE
TOTAL DEPTH: 39.38
:,REEN SECTION: 10 FEET
DEPTH FROM DEPTH FROM
TOC LS
GROUND WATER
ELEVATION
07/22/93
32.20
31.58
44.92
09/28/94
32.81
32.19
44.31
01 /17/95
32.67
32.05
44.45
04/11 /95
31.17
30.55
45.95
07/12/95
31.89
31.27
45.23
10/11 /95
32.34
31.72
44.78
04/25/96
30.52
29.90
46.60
10/17/96
32.41
31.79
44.71
04/04/97
31.17
30.55
45.95
10/02/97
33.36
32.74
43.76
04/09/98
31.04
30.42
46.08
10/13/98
34.27
33.65
42.85
04/08/99
33.50
32.88
43.62
10/14/99
34.61
33.99
42.51
10/17/00
35.19
34.57
41.93
10/16/01
36.82
36.20
40.30
10/29/02
37.23
36.61
39.89
10/17/03
31.00
30.38
46.12
10/29/04
33.71
33.09
43.41
10/29/05
34.67
34.05
42.45
11 /20/06
34.08
33.46
43.04
10/24/07
36.55
35.93
40.57
11 /03/08
35.37
34.75
41.75
12/23/09
34.00
33.38
43.12
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 6OF18
WELL NO: RW-7 (Formerly MW-7)
TOC ELEV: 72.31 TOTAL DEPTH: 40.00
LS ELEV: 71.07 GREEN SECTION: UNK
DEPTH FROM DEPTH FROM
DATE TOC LS
GROUND WATER
ELEVATION
07/22/93
NM
NA
UNK
09/28/94
NM
NA
UNK
01 /17/95
24.72
23.48
47.59
04/11 /95
23.74
22.50
48.57
07/12/95
24.78
23.54
47.53
10/11 /95
24.70
23.46
47.61
04/25/96
20.38
19.14
51.93
10/17/96
27.44
26.20
44.87
04/04/97
29.25
28.01
43.06
10/02/97
27.12
25.88
45.19
04/09/98
27.79
26.55
44.52
10/13/98
30.82
29.58
41.49
04/08/99
30.70
29.46
41.61
10/14/99
26.49
25.25
45.82
10/17/00
25.94
24.70
46.37
10/16/01
28.46
27.22
43.85
10/29/02
28.33
27.09
43.98
10/17/03
17.78
16.54
54.53
10/29/04
21.13
19.89
51.18
10/29/05
23.05
21.81
49.26
11 /20/06
36.06
34.82
36.25
10/24/07
25.15
23.91
47.16
11 /03/08
25.50
24.26
46.81
12/23/09
32.00
30.76
40.31
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 7 OF 18
WELL NO: MW-7 (Formerly MW-7B)
TOC ELEV: 77.78 TOTAL DEPTH: 56.50
LS ELEV: 75.35 GREEN SECTION: 5 FEET
DEPTH FROM DEPTH FROM
DATE TOC LS
GROUND WATER
ELEVATION
07/22/93
30.76
28.33
47.02
09/28/94
31.33
28.90
46.45
01 /17/95
31.30
28.87
46.48
04/11 /95
30.57
28.14
47.21
07/12/95
30.93
28.50
46.85
10/11 /95
31.24
28.81
46.54
04/25/96
29.42
26.99
48.36
10/17/96
31.06
28.63
46.72
04/04/97
29.55
27.12
48.23
10/02/97
32.23
29.80
45.55
04/09/98.
29.63
27.20
48.15
10/13/98
32.67
30.24
45.11
04/08/99
31.69
29.26
46.09
10/14/99
33.43
31.00
44.35
10/17/00
32.19
29.76
45.59
10/16/01
34.53
32.10
43.25
10/29/02
34.85
32.42
42.93
10/17/03
31.36
28.93
46.42
10/29/04
31.54
29.11
46.24
10/29/05
32.89
30.46
44.89
11 /20/06
30.54
28.11
47.24
10/24/07
34.35
31.92
43.43
11 /03/08
33.08
30.65
44.70
12/23/09
24.59
22.16
53.19
- TOC - Top of Casing
LS - Land Surface
NM - Not Measured
NA - Not Applicable
UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 8OF18
WELL NO: MW-7C
TOC ELEV: 76.54
LS ELEV: 74.25
DATE
TOTAL DEPTH: 101.50
GREEN SECTION: UNK
DEPTH FROM DEPTH FROM
TOC LS
GROUND WATER
ELEVATION
07/22/93
29.25
26.96
47.29
09/28/94
29.87
27.58
46.67
01 /17/95
29.78
27.49
46.76
04/11 /95
29.04
26.75
47.50
07/12/95
29.39
27.10
47.15
10111 /95
29.80
27.51
46.74
04/25/96
27.96
25.67
48.58
10/17/96
29.53
27.24
47.01
04/04/97
28.10
25.81
48.44
10/02/97
30.67
28.38
45.87
04/09/98
28.11
25.82
48.43
10/13/98
31.11
28.82
45.43
04/08/99
30.26
27.97
46.28
10/14/99
31.95
29.66
44.59
10/17/00
31.64
29.35
44.90
10/16/01
33.04
30.75
43.50
10/29/02
33.42
31.13
43.12
10/17/03
29.75
27.46
46.79
10/29/04
30.05
27.76
46.49
10/29/05
31.32
29.03
45.22
11 /20/06
30.54
28.25
46.00
10/24/07
32.70
30.41
43.84
11 /03/08
31.46
29.17
45.08
12/23/09
30.43
28.14
46.11
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 9 OF 18
WELL NO: MW-8
TOC ELEV: 72.80
LS ELEV: 72.30
DATE
TOTAL DEPTH: 38.50
:,REEN SECTION: UNK
DEPTH FROM DEPTH FROM
TOC LS
GROUND WATER
ELEVATION
07/22/93
21.92
21.42
50.88
09/28/94
20.62
20.12
52.18
01 /17/95
21.61
21.11
51.19
04/11 /95
20.30
19.80
52.50
07/12/95
21.04
20.54
51.76
10/11 /95
22.14
21.64
50.66
04/25/96
19.83
19.33
52.97
10/17/96
21.48
20.98
51.32
04/04/97
19.94
19.44
52.86
10/02/97
22.14
21.64
50.66
04/09/98
20.07
19.57
52.73
10/13/98
23.80
23.30
49.00
04/09/99
21.84
21.34
50.96
10/14/99
24.25
23.75
48.55
10/17/00
23.49
22.99
49.31
10/16/01
24.16
23.66
48.64
10/29/02
26.17
25.67
46.63
10/17/03
21.18
20.68
51.62
10/29/04
23.92
23.42
48.88
10/29/05
23.53
23.03
49.27
11 /20/06
22.44
21.94
50.36
10/24/07
25.38
24.88
47.42
11 /03/08
22.87
22.37
49.93
12/23/09
21.70
21.20
51.10
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 10 OF 18
WELL NO: MW-9
TOC ELEV: 69.45
TOTAL DEPTH:
25.50
LS ELEV: 66.64
GREEN SECTION:
10 FEET
DEPTH FROM
DEPTH FROM
GROUND WATER
DATE
TOC
LS
ELEVATION
07/22/93
19.94
17.13
49.51
09/28/94
19.64
16.83
49.81
01 /17/95
18.61
15.80
50.84
_ _ ! 04/11 /95
18.31
15.50
51.14
07/12/95
18.94
16.13
50.51
10/11 /95
19.55
16.74
49.90
04/25/96
17.43
14.62
52.02
10/17/96
19.40
16.59
50.05
04/04/97
17.43
14.62
52.02
10/02/97
20.71
17.90
48.74
04/09/98
17.20
14.39
52.25
10/13/98
21.29
18.48
48.16
04/08/99
19.85
17.04
49.60
10/14/99
22.26
19.45
47.19
10/17/00
20.98
18.17
48.47
10/16/01
23.36
20.55
46.09
10/29/02
23.62
20.81
45.83
10/17/03
18.60
15.79
50.85
10/29/04
20.11
17.30
49.34
10/29/05
20.88
18.07
48.57
11 /20/06
19.59
16.78
49.86
10/24/07
22.93
20.12
46.52
11 /03/08
20.20
17.39
49.25
12/23/09
18.99
16.18
50.46
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE
COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
j
PAGE 11 OF 18
WELL NO: MWA 0
- TOC ELEV: 69.18
TOTAL DEPTH: 29.00
LS ELEV: 67.69
GREEN SECTION: 15 FEET
DEPTH FROM DEPTH FROM GROUND WATER
DATE
TOC
LS
ELEVATION
- 07/22/93
22.37
20.88
46.81
09/28/94
22.39
20.90
46.79
01 /17/95
21.39
19.90
47.79
04/11 /95
20.81
19.32
48.37
07/12/95
21.65
20.16
47.53
10/11 /95
22.29
20.80
46.89
04/25/96
20.05
18.56
49.13
10/17/96
22.11
20.62
47.07
04/04/97
20.29
18.80
48.89
10/02/97
23.05
21.56
46.13
04/09/98
19.84
18.35
49.34
10/13/98
23.53
22.04
45.65
04/08/99
22.33
20.84
46.85
10/14/99
24.44
22.95
44.74
10/17/00
23.29
21.80
45.89
10/16/01
25.61
24.12
43.57
10/29/02
25.72
24.23
43.46
10/17/03
21.32
19.83
47.86
10/29/04
22.49
21.00
46.69
10/29/05
DRY
DRY
DRY
11 /20/06
21.64
20.15
47.54
10/24/07
22.78
21.29
46.40
11 /03/08
22.72
21.23
46.46
12/23/09
21.45
19.96
47.73
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 12 OF 18
WELL NO: MW-11
TOC ELEV: 76.23
TOTAL DEPTH: 34.00
LS ELEV: 73.68
:.REEK SECTION: 25 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE
TOC LS
ELEVATION
07/22/93
26.80 24.25
49.43
09/28/94
27.41 24.86
48.82
01 /17/95
27.27 24.72
48.96
04/11 /95
26.50 23.95
49.73
07/12/95
26.88 24.33
49.35
10/11 /95
27.37 24.82
48.86
04/25/96
25.39 22.84
50.84
10/17/96
27.02 24.47
49.21
04/04/97
25.57 23.02
50.66
10/02/97
28.36 25.81
47.87
04/09/98
25.62 23.07
50.61
10/13/98
28.82 26.27
47.41
04/08/99
27.95 25.40
48.28
10/14/99
29.52 26.97
46.71
10/17/00
29.03 26.48
47.20
10/16/01
30.69 28.14
45.54
10/29/02
30.88 28.33
45.35
10/17/03
27.44 24.89
48.79
10/29/04
NM NM
NM
10/29/05
28.98 26.43
47.25
11 /20/06
28.24 25.69
47.99
10/24/07
30.44 27.89
45.79
11 /03/08
29.21 26.66
47.02
12/23/09
27.99 25.44
48.24
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 13OF18
WELL NO: MW-12
TOC ELEV: 77.45
TOTAL DEPTH: 34.00
LS ELEV: 75.99
:.REEN SECTION: 25 FEET
DEPTH FROM DEPTH FROM
GROUND WATER
DATE
TOC
LS
ELEVATION
07/22/93
30.69
29.23
46.76
09/28/94
31.00
29.54
46.45
01 /17/95
30.11
28.65
47.34
04/11 /95
29.28
27.82
48.17
07/12/95
30.12
28.66
47.33
10/11 /95
30.94
29.48
46.51
04/25/96
28.66
27.20
48.79
10/17/96
30.71
29.25
46.74
04/04/97
28.81
27.35
48.64
10/02/97
31.61
30.15
45.84
04/09/98
28.40
26.94
49.05
10/13/98
32.10
30.64
45.35
04/08/99
33.03
31.57
44.42
10/14/99
NM
NM
NM
10/17/00
32.25
30.79
45.20
10/16/01
34.41
32.95
43.04
10/29/02
34.60
33.14
42.85
10/17/03
DRY
DRY
DRY
10/29/04
DRY
DRY
DRY
10/29/05
DRY
DRY
DRY
11 /20/06
DRY
DRY
DRY
10/24/07
DRY
DRY
DRY
11 /03/08
DRY
DRY
DRY
12/23/09
DRY
DRY
DRY
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 14 OF 18
WELL NO: MW-13
TOC ELEV: 58.87
LS ELEV: 58.90
DATE
TOTAL DEPTH: 27.00
GREEN SECTION: 15 FEET
DEPTH FROM DEPTH FROM
TOC LS
GROUND WATER
ELEVATION
07/22/93
12.48
12.51
46.39
09/28/94
12.33
12.36
46.54
01 /17/95
10.95
10.98
47.92
04/11 /95
10.73
10.76
48.14
07/12/95
11.60
11.63
47.27
10/11 /95
11.02
11.05
47.85
04/25/96
9.87
9.90
49.00
10/17/96
12.04
12.07
46.83
04/04/97
10.00
10.03
48.87
10/02/97
12.91
12.94
45.96
04/09/98
10.70
10.73
48.17
10/13/98
13.39
13.42
45.48
04/08/99
12.03
12.06
46.84
10/14/99
NM
NM
NM
10/17/00
13.04
13.07
45.83
10/16/01
15.55
15.58
43.32
10/29/02
15.38
15.41
43.49
10/17/03
11.27
11.30
47.60
10/29/04
NM
NM
NM
10/29/05
12.85
12.88
46.02
11 /20/06
11.81
11.84
47.06
10/24/07
14.89
14.92
43.98
11 /03/08
12.54
12.57
46.33
12/23/09
11.21
11.24
47.66
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 15OF18
WELL NO: MW-14
TOC ELEV: 52.31
TOTAL DEPTH: 25.00
LS ELEV: 52.46
GREEN SECTION: 15 FEET
DEPTH FROM DEPTH FROM
GROUND WATER
DATE
TOC
LS
ELEVATION
07/22/93
12.00
12.15
40.31
09/28/94
12.12
12.27
40.19
01 /17/95
11.00
11.15
41.31
04/11 /95
11.08
11.23
41.23
07/12/95
11.66
11.81
40.65
10/11/95
11.84
11.99
40.47
04/25/96
10.26
10.41
42.05
10/17/96
11.85
12.00
40.46
04/04/97
10.34
10.49
41.97
10/02/97
12.76
12.91
39.55
04/09/98
10.56
10.71
41.75
10/13/98
13.12
13.27
39.19
04/08/99
12.44
12.59
39.87
10/14/99
13.34
13.49
38.97
10/17/00
13.32
13.47
38.99
10/16/01
14.88
15.03
37.43
10/29/02
14.37
14.52
37.94
10/20/03
12.15
12.30
40.16
10/29/04
12.51
12.66
39.80
10/29/05
13.15
13.30
39.16
11 /20/06
12.19
12.34
40.12
10/24/07
14.84
14.99
37.47
11 /03/08
13.44
13.59
38.87
12/23/09
11.73
11.88
40.58
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 16 OF 18
WELL NO: MW-15
TOC ELEV: 61.92
TOTAL DEPTH: 26.65
LS ELEV: 62.27
GREEN SECTION: 10 FEET
DEPTH FROM DEPTH FROM GROUND WATER
DATE
TOC LS
ELEVATION
07/22/93
19.83 20.18
42.09
09/28/94
20.48 20.83
41.44
01 /17/95
20.03 20.38
41.89
04/11 /95
19.06 19.41
42.86
07/12/95
19.36 19.71
42.56
10/11 /95
20.40 20.75
41.52
04/25/96
18.09 18.44
43.83
10/17/96
19.95 20.10
41.97
04/04/97
18.45 18.60
43.47
10/02/97
21.15 21.30
40.77
04/09/98
18.63 18.78
43.29
10/13/98
21.83 21.98
40.09
04/08/99
21.57 21.72
40.35
10/14/99
DRY DRY
>35.27
10/17/00
DRY DRY
>35.27
10/16/01
DRY DRY
>35.27
10/29/02
DRY DRY
>35.27
10/17/03
20.46 20.61
41.46
10/29/04
NM NM
NM
10/29/05
22.66 22.81
39.26
11 /20/06
22.95 23.10
38.97
10/24/07
DRY DRY
DRY
11 /03/08
23.83 23.98
38.09
12/23/09
21.78 21.93
40.14
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 17OF18
WELL NO: MW-16
TOC ELEV: 38.86
TOTAL DEPTH: 29.00
LS ELEV: 39.00
GREEN SECTION: UNK
DEPTH FROM DEPTH FROM
GROUND WATER
DATE
TOC
LS
ELEVATION
07/22/93
4.89
5.03
33.97
09/28/94
4.52
4.66
34.34
01 /17/95
3.74
3.88
35.12
04/11 /95
3.87
4.01
34.99
07/12/95
4.50
4.64
34.36
10/11 /95
4.46
4.60
34.40
04/25/96
3.50
3.64
35.36
10/17/96
4.60
4.74
34.26
04/04/97
3.54
3.68
35.32
10/02/97
5.07
5.21
33.79
04/09/98
3.41
3.55
35.45
10/13/98
5.26
5.40
33.60
04/08/99
4.78
4.92
34.08
10/14/99
5.18
5.32
33.68
10/17/00
5.04
5.18
33.82
10/16/01
6.03
6.17
32.83
10/29/02
5.35
5.49
33.51
10/20/03
4.72
4.86
34.14
10/29/04
4.78
4.92
34.08
11101 /05
5.13
5.27
33.73
11 /20/06
4.61
4.75
34.25
10/24/07
6.10
6.24
32.76
11 /03/08
5.22
5.36
33.64
12/23/09
4.16
4.30
34.70
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 18 OF 18
WELL NO: RW-1
TOC ELEV: 75.35
TOTAL DEPTH: 50.00
LS ELEV: 74.43
GREEN SECTION: UNK
DEPTH FROM DEPTH FROM
GROUND WATER
DATE
TOC
LS
ELEVATION
07/22/93
NM
NA
UNK
09/28/94
NM
NA
UNK
01 /17/95
27.30
26.38
48.05
04/11 /95
26.62
25.70
48.73
07/12/95
NM
NA
UNK
10/11 /95
27.41
26.49
47.94
04/25/96
25.48
24.56
49.87
10/17/96
27.53
26.61
47.82
04/04/97
25.61
24.69
49.74
10/02/97
28.25
27.33
47.10
04/09/98
25.70
24.78
49.65
10/13/98
28.75
27.83
46.60
04/08/99
27.82
26.90
47.53
10/14/99
NM
NM
NM
10/17/00
28.95
28.03
46.40
10/16/01
NM
NM
NM
10/29/02
NM
NM
NM
10/17/03
NM
NM
NM
10/29/04
NM
NM
NM
10/29/05
NM
NM
NM
11 /20/06
NM
NM
NM
10/24/07
30.18
29.26
45.17
11 /03/08
NM
NM
NM
12/23/09
NM
NM
NM
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

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TABLE 2
Summary Of' Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 3 of 16
MW-5
Field
Laboratory
1,1,1
1,1
1,1
Methylene
Total
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Chloride
Chloroform Tnohloroethene
VOC
Date Sampled
SOU ,
(Su)
(ma/L)
(mu/L)
(mq/L)
(ma/L)
m /L
(mg/L)
(ma/L)
(ma/L)
(ma/L)
m /L
1/91
NA
NA
1.2
NA
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BDL
7/23/93
NA
NA
NA
NA
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BDL
9/28/94
7
6.22
2.1
<0.02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1/17/95
6
6.07
1.9
<0.02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/12/95
NA
6.31
2.1
<0.02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
7/12/95
6
6.38
0.58
<0.02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/11/95
6
6.10
2.4
<0.01
BDL
BDL
BDL
0.0130
BDL
BDL
BDL
0.0130
4/25/96
6
6.30
2.6
<0.01
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/17/96
6.16
6.30
2.5
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/4197
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/2/97
6
6.48
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
419/98
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/13/98
7
6.27
NA
NA
BDL
BDL
BDL
BDL
0.0056 (1)
BDL
BDL
BDL
4/8/99
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/14/99
6
6.85
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/17/00
7
6.43
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/16/01
6.5
6.43
0.21
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/29/02
NA
6.26
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/17/03
6
6.50
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/29/04
6
6.47
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/29/05
NA
6.95
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
11/20/06
NA
6.72
0.45
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/25/07
NA
6.70
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
11/3/08
NA
7.00
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
12/23/09
NA
6.40
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
0.0050
0.00019
0.0028
(1) Laboratory Contaminant

TABLE 2
Summary Of'Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0628
Page 4 of 16
MW-6
Field
Laboratory
1,1,1
1,1
1,1
Methylene
Total
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene
Dichloroethane Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
Date Sampled
SOU)
(SU)
!ma/Ll
m /L
(mg/L)
(ma/L)
(mg/L)
(ma/L)
(ma/L)
(ma/L)
(mg/L)
(ma/L)
1/91
NA
NA
0.015
NA
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
7/23/93
NA
NA
NA
NA
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
9/28/94
6
5.78
0.37
<0.02
BDL
BDL
BDL
0.0080
BDL
BDL
BDL
0.0080
1/17/95
4
5.24
0.09
0.46
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/12/95
6
5.72
0.38
<0.02
BDL
BDL
BDL
0.0029
BDL
BDL
BDL
0.0029
7/12/95
6
5.79
0.39
0.02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/11/95
6
5.70
0.47
<0.01
BDL
BDL
BDL
0.0033
BDL
BDL
BDL
0.0033
4/25/96
6
5.66
1.30
0.02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
10/17/96
5.73
5.80
0.82
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/4/97
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/2/97
6
5.57
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/9/98
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/13/98
6
5.58
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
4/8/99
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/14/99
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/17/00
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/16/01
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/02
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/17/03
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/04
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/05
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/20/06
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/24/07
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/3/08
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/23/09
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
0.0050
0.00019
0.0028

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TABLE 2
Summary Of: Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 11 of 16
M W-11
Field
Laboratory
1,1,1
1,1
1,1
Methylene
Total
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene Dichloroethane
Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
Date Sampled
SU
(SU)
fma/Ll
Img/Ll
(mp/L)
(mg/L)
(mg/L)
(mg/L)
(ma/L)
m !L
(mg/L)
(ma/L)
1/91
NA
NA
64
NA
0.071
BQL
BQL
1.7000
BQL
BQL
BQL
1.7710
1/91
NA
NA
67
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/23/93
NA
NA
NA
NA
BQL
BQL
BQL
0.8200
BQL
BQL
BQL
0.8200
9/28/94
6
5.16
15
0.09
0.012
BDL
BDL
0.4460
BDL
BDL
BDL
0.4580
1/17195
5.5
5.13
32
0.14
0.007
BDL
BDL
0.8280
BDL
BDL
BDL
0.8350
4/12/95
6
5.49
44
<0.02
0.0067
BDL
BDL
0.9830
BDL
BDL
BDL
0.9897
7/12/95
6
5.84
37.4
<0.02
BDL
BDL
BDL
0.8600
BDL
BDL
BDL
0.8600
10/11/95
6
5.40
23
<0.01
0.007
BDL
BDL
0.7040
BDL
BDL
BDL
0.7110
4/25/96
6
5.53
23
<0.02
BDL
BDL
BDL
0.4400
BDL
BDL
BDL
0.4400
10/17/96
6.53
5.49
16
NA
BDL
BDL
BDL
0.3600
BDL
BDL
BDL
0.3600
4/4/97
6
5.54
18
NA
BDL
BDL
BDL
0.3600
BDL
BDL
BDL
0.3600
10/2/97
6
5.46
22
NA
BDL
BDL
BDL
0.3100
BDL
BDL
BDL
0.3100
413/98
NA
5.25
17
NA
BDL
BDL
BDL
0.1800
BDL
BDL
BDL
0.1800
10/13/98
6.5
5.61
16
NA
BDL
BDL
BDL
0.1900
BDL
BDL
BDL
NA
4/8/99
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/14/99
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/17/00
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/16/01
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/02
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/17/03
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/04
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/29/05
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/20/06
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/24/07
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/3/08
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/23/09
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
0.0050
0.00019
0.0028

TABLE 2
Summary Of' Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 12 of 16
Field
Laboratory
1,1,1
pH
pH
Nitrates
Nitrites
Trichloroethane
Date Sampled
SU
(SU)
m /L
(ma/L)
(ma/L)
1/91
NA
NA
1.7
NA
BQL
7/23193
NA
NA
NA
NA
BQL
9/28/94
6
5.23
2.3
<0.02
BDL
1/17/95
5.5
4.31
1.3
<0.02
BDL
4/12/95
6
5.31
1.4
40.02
BDL
7/12/95
6
5.82
1.61
<0.02
BDL
10/11/95
6
5.30
1.3
<0.01
BDL
4/25/96
6
5.28
1.4
<0.01
BDL
10/17/96
5.38
5.34
2.1
NA
BDL
4/4/97
7
5.11
10
NA
BDL
10/2/97
6
4.95
16
NA
BDL
4/9/98
NA
4.57
13
NA
BDL
10/13/98
6
5.00
NA
NA
BDL
4/8/99
NA
NA
NA
NA
NA
10/14/99
NA
NA
NA
NA
NA
10/17/00
NA
NA
NA
NA
NA
10/16/01
NA
NA
NA
NA
NA
10/29/02
NA
NA
NA
NA
NA
10/17/03
NA
NA
NA
NA
NA
10/29/04
NA
NA
NA
NA
NA
10/29/05
NA
NA
NA
NA
NA
11/20/06
NA
NA
NA
NA
NA
10/24/07
NA
NA
NA
NA
NA
11/3/08
NA
NA
NA
NA
NA
12/23/09
NA
NA
NA
NA
NA
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
M W-12
1,1
1,1
Dichloroethene Dichloroethane
Tetrachloroethene
(ma/L)
(mg/L)
(mq/L)
BQL
BQL
0.2000
BQL
BQL
0.0510
BDL
BDL
0.2480
BDL
BDL
0.2400
BDL
BDL
0.0900
BDL
BDL
0.1240
BDL
BDL
0.1250
BDL
BDL
0.0750
BDL
BDL
0.2000
0.0054
BDL
0.2900
BDL
BDL
0.2700
BDL
BDL
0.2200
BDL
BDL
0.1600
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
0.0070
0.7000
0.0007
Methylene
Total
Chloride
Chloroform Trichloroethene
VOC
(mg/L)
(ma/L)
m /L
(ma/L)
BQL
BQL
BQL
0.2000
BQL
BQL
BQL
0.0510
BDL
BDL
BDL
0.2480
BDL
BDL
BDL
0.2400
BDL
BDL
BDL
0.0900
BDL
BDL
BDL
0.1240
BDL
BDL
BDL
0.1250
BDL
BDL
BDL
0.0750
BDL
BDL
BDL
0.2000
BDL
BDL
BDL
0.2954
BDL
BDL
BDL
0.2700
BDL
BDL
BDL
0.2200
BDL
BDL
BDL
0.1600
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
0.0050
0.00019
0.0028

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TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company (Stanley)
GWI No. 0528
Page 16 of 16
MW-16
Field
Laboratory
1,1,1
1,1
1,1
Methylene
Total
pH
pH
Nitrates
Nitrites
Trichloroethane
Dichloroethene Dichloroethane
Tetrachloroethene
Chloride
Chloroform Trichloroethene
VOC
Date Sampled
u
(ma/L)
(ma/L)
(ma/L)
(mall-)
(mg/L)
(ma/L)
(ma/L)
m /L
(mg/L)
(ma/L)
1/91
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/91
NA
NA
NA
NA
0.0055
BQL
BQL
BQL
BQL
BQL
BQL
0.1035
7/23/93
NA
NA
NA
NA
BDL
BQL
BQL
0.044
BQL
BQL
BQL
0.0440
9/28/94
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1/17/95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
4/12/95
5
5.74
1.9
<0.02
BDL
BDL
BDL
0.0115
BDL
BDL
BDL
0.0115
7/12/95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/11/95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/7/95
NA
NA
NA
NA
BDL
BDL
BDL
0.0399
BDL
BDL
BDL
0.0399
4/25/96
6
5.94
1.8
<0.01
BDL
BDL
BDL
0.0074
BDL
BDL
BDL
0.0074
10/17/96
5.8
5.92
2.2
NA
BDL
BDL
BDL
0.0300
BDL
BDL
BDL
0.0300
414/97
7
5.90
1.6
NA
BDL
BDL
BDL
0.0120
BDL
BDL
BDL
0.0120
10/2/97
6
6.60
3.6
NA
BDL
BDL
BDL
0.0560
BDL
BDL
BDL
0.0560
4/9/98
NA
5.55
1.3
NA
BDL
BDL
BDL
0.0062
BDL
BDL
BDL
0.0062
10/13/98
6.5
5.91
3.4
NA
BDL
BDL
BDL
0.0550
BDL
BDL
BDL
0.0550
4/8/99
6
5.89
1.5
NA
BDL
BDL
BDL
0.0220
BDL
BDL
BDL
0.0220
10/14/99
6
5.82
NA
NA
BDL
BDL
BDL
0.0640
BDL
BDL
BDL
0.0640
10/17/00
7
5.93
NA
NA
BDL
BDL
BDL
0.0250
BDL
BDL
BDL
0.0250
10/16/01
7
5.69
3.4
NA
BDL
BDL
BDL
0.0300
BDL
BDL
BDL
0.0300
10/29/02
NA
5.73
NA
NA
BDL
BDL
BDL
0.0430
BDL
BDL
BDL
0.0430
10/20/03
NA
5.90
NA
NA
BDL
BDL
BDL
0.0050
BDL
BDL
BDL
0.0050
10/29/04
6
5.62
NA
NA
BDL
BDL
BDL
0.0110
BDL
BDL
BDL
0.0110
11/1/05
NA
5.39
NA
NA
BDL
BDL
BDL
0.0220
BDL
BDL
BDL
0.0220
11/20/06
NA
6.17
1.7
NA
BDL
BDL
BDL
0.0081
BDL
BDL
BDL
0.0081
10/24/07
NA
6.90
NA
NA
BDL
BDL
BDL
0.0169
BDL
BDL
BDL
0.0169
11/3/08
NA
6.10
NA
NA
BDL
BDL
BDL
0.0133
BDL
BDL
BDL
0.0133
12/23/09
NA
6.90
NA
NA
BDL
BDL
BDL
0.0098
BDL
BDL
BDL
0.0098
Regulatory Standard
6.5-8.5
6.5-8.5
10.00
1.00
0.2000
0.0070
0.7000
0.0007
0.0050
0.00019
0.0028
Laboratory results from 1/91 sampling event for MW-16 detected 0.098 mg/L of 1,1,2-Trichloroethane
All concentrations are shown as milligrams per liter which is roughly equivalent to parts per million.
pH concentrations are in Standard Units
NA - not analyzed
BdL - below detection limits
BOLD represents concentrations exceeding the NCAC 15A 2L standards.
All analytical results prior to April 1996 were taken from the Conceptual Corrective Action plan and the previous Quarterly Monitoring reports.
Only VOC concentrations presented in the table are included in the total VOC calculations. A&W assigned the value of zero for concentrations bellow the laboratory detections limit.

TABLE 3
Summary of Ground Water Remedlation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0528
Page 1 of 4
Sample
Date
pH
(SU)
Nitrates
(mg/L)
1,1,1
Trichloroethane
(mg/L)
1,1,2
Trichloroethane
(mg/L)
Tetrachloroethene
(mg/L)
Methylene
Chloride
(mg/L)
Chloroform
(mg/L)
Influent
10/14/1994
NA
31
BDL
BDL
BDL
BDL
BDL
Effluent (Between Carbons)
10/1411994
NA
44
BDL
BDL
BDL
BDL
BDL
Influent
10/25/1994
NA
17
BDL
BDL
0.222
BDL
BDL
** Effluent (Between carbons)
10/25/1994
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
11/8/1994
NA
16
0.0060
BDL
0.260
BDL
BDL
Effluent (Between Carbons)
11/8/1994
NA
16
BDL
BDL
BDL
BDL
BDL
Influent
11/21/1994
NA
11
0.0033
BDL
0.239
BDL
BDL
Effluent (Between Carbons)
11/21/1994
NA
15
BDL
BDL
BDL
BDL
BDL
Influent
12/7/1994
NA
13
0.0048
BDL
0.300
BDL
BDL
Effluent (Between Carbons)
12/7/1994
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
12/21/1994
NA
30
0.0050
BDL
0.277
BDL
BDL
Effluent (Between Carbons)
12121/1994
NA
27
BDL
BDL
BDL
BDL
BDL
Influent
1/17/1995
NA
11
0.0025
BDL
0.196
BDL
BDL
Effluent (Between Carbons)
1/17/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
2/22/1995
NA
15
0.0070
BDL
0.380
BDL
BDL
Effluent (Between Carbons)
2/22/1995
NA
17
BDL
BDL
0.009
BDL
BDL
Influent
3/14/1995
NA
16
0.0030
BDL
0.232
BDL
BDL
Effluent (Between Carbons)
3/14/1995
NA
NA
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
3/14/1995
NA
19
BDL
BDL
BDL
BDL
BDL
Influent
4/11/1995
NA
12
BDL
BDL
0.200
BDL
BDL
Effluent (Between Carbons)
4/11/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
5/18/1995
NA
14
BDL
BDL
0.208
BDL
BDL
Effluent (Between Carbons)
5/18/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
6/2/1995
NA
12.4
BDL
BDL
0.304
BDL
BDL
Effluent (Between Carbons)
6/2/1995
NA
12
BDL
BDL
BDL
BDL
BDL
Influent
7/17/1995
NA
11
BDL
BDL
0.021
BDL
BDL
Effluent (Between Carbons)
7/17/1995
NA
13
BDL
BDL
BDL
BDL
BDL
Influent
8/9/1995
NA
103
BDL
BDL
0.166
BDL
BDL
Effluent (Between Carbons)
8/9/1995
NA
115
BDL
BDL
BDL
BDL
BDL
Influent
9/13/1995
NA
11
BDL
BDL
0.0596
BDL
BDL
Effluent (Between Carbons)
9/13/1995
NA
20
BDL
BDL
BDL
BDL
BDL
2L Standard
6.5-8.5
10
0.2000
NL
0.0007
0.0050
0.0002
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0528
Page 2 of 4
Sample
Date
pH
(SU)
Nitrates
(mg/L)
1,1,1
Trichloroethane
(mg/L)
1,1,2
Trlchloroethane
(mg/L)
Tetrachloroethene
(mg/L)
Methylene
Chloride
(mg/L)
Chloroform
(mg/L)
Influent
10/2/1995
NA
12
SB
SB
SB
SB
SB
Effluent (Between Car ons)
10/2/ 995
A
7.4
SB
SB
SB
SB
SB
Influent
1IM1995
NS
NS
BDL
BDL
0.143
BDL
BDL
Effluent (Between Carbons)
1 99
S
S
BDL
BD
BD
BDL
BDL
Influent
11/15/1995
NA
8.5
BDL
BDL
0.016
BDL
BDL
Effluent Between Car ons
11 5/ 99
A
12
BD
DL
BDL
BDL
B L
Influent
12/21/1996
NA
10
BDL
BDL
0.018
BDL
BDL
Effluent (Between Carbons
1 2 1996
NA
8.8
BD
BD
BD
BDL
BDL
Influent
1/31/1996
NA
7.92
BDL
BDL
0.055
BDL
BDL
Effluent (Between Carbons)
1 31/ 996
A
12.5
D
BDL
BDL
DL
BDL
Influent
4/9/1996
NA
NA
BDL
BDL
0.011
BDL
BDL
Effluent (Between Carbons
4/9/1996
NA
NA
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
9/1996
10
BDL
BDL
BDL
BDL
B
Influent
5/13/1996
NA
11
NA
NA
NA
NA
NA
ffluent Between Carbons)
553 996
A
12
NA
NA
NA
Influent
7/18/1996
NA
11
BDL
BDL
0.180
BDL
BDL
Effluent (Between Carbons)
7/18/1996
NA
11
BDL
BDL
BDL
BDL
BDL
Effluent After Both Carbons)
7/18/1996
A
11
BDL
BDL
BDL
BD
Influent
10/18/1996
NA
9.1
BDL
BDL
0.140
BDL
BDL
Effluent Between Carbons
10/18/1996
NA
8.7
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
10/18/1996
NA
8.4
BDL
BDL
BDL
BDL
BDL
Influent
1/15/1997
6.28
15
BDL
BDL
0.150
BDL
BDL
Effluent Between Carbons
1/15/1997
6.20
17
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
1/15/1997
6.43
14
BDL
BDL
BDL
BDL
BDL
Influent
4/4/1997
7.00
11
BDL
BDL
0.046
BDL
BDL
Effluent (Between Carbons)
4/4/1997
6.65
12
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
4/4/1997
6.36
12
BDL
BDL
BDL
BDL
BDL
Influent
10/3/1997
6.6
8
BDL
BDL
0.100
BDL
BDL
Effluent (Between Carbons)
10/3/1997
6.5
9.4
BDL
BDL
BDL
BDL
BDL
Effluent (After Both Carbons)
10/3/1997
6.6
8.8
BDL
BDL
BDL
BDL
BDL
Standard
-
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
SB - Samples broken; resampled on 11/07/95 NS - Not Sampled
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remedlation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0628
Page 3 of 4
Sample
Date
pH
(SU)
Nitrates
(mg/L)
1,1,1
Trichloroethane
(mg/L)
1,1,2
Trichloroethane
(mg/L)
Tetrachloroethene
(mg/L)
Methylene
Chloride
(mg/L)
Chloroform
(mg/L)
Influent
4/9/1998
5.45
8.1
BDL
BDL
0.1400
BDL
BDL
Effluent (Between Carbons)
4/9/1998
5.65
8.2
BDL
BDL
0.0100
BDL
BDL
Effluent (After Carbons)
4/9/1998
5.71
8.2
BD
B L
BDL
BDL
BDL
Influent
10/13/1998
5.8007.0
6.8
BDL
BDL
0.0840
BDL
BDL
Effluent Between Carbons)
10/13/1998
5.826.1
BDL
BDL
0.0360
BDL
BDL
Effluent (After Carbons)
10/13/1998
5.726.8
BD
BDL
BDL
BD
BD
Influent
4/8/1999
7.40
BDL
BDL
0.0085
BDL
BDL
Effluent (Between Carbons)
4/8/1999
6.718.5
BDL
BDL
0.0560
BDL
BDL
Effluent (After Both Car ons)
/8/1999
6. 69.2
BDL
BDL
BDL
BDL
BD
Influent
10/14/1999
7.77
9.0
BDL
BDL
BDL
BDL
BDL
Effluent (Between Carbons)
10/14/1999
6.16
15.0
BDL
BDL
0.0081
BDL
BDL
Effluent (After Both Car ons
10/1 /1999
10.3 (1
<0.0 )
BDL
BDL
BDL
BDL
BDL
Influent
10/17/2000
NA
NA
NA
NA
NA
NA
NA
Effluent (Between Carbons)
10/17/2000
NA
NA
NA
NA
NA
NA
NA
Effluent After Carbons
10/17/2000
NA
A
NA
NA
NA
NA
NA
Influent
10/16/2001
5.94
5.3
BDL
BDL
0.0200
BDL
BDL
Effluent (Between Carbons)
10/16/2001
NA
NA
NA
NA
NA
NA
NA
Effluent (After Carbons)
10/16/2001
5.6
.3
BDL
BDL
BDL
BD
B
Influent
7/12/2002
5.76
5.9
BDL
BDL
0.0380
BDL
BDL
Effluent (Between Carbons)
7/12/2002
NA
NA
NA
NA
NA
NA
NA
Effluent (After Carbons)
7/1212002
5.67
5.7
BDL
BUU
BDL
BDL
BD
Influent
10/31/2002
6.17
5.2
BDL
BDL
0.0220
BDL
BDL
Effluent Between Carbons
10/31/2002
NA
NA
NA
NA
NA
NA
NA
Effluent After Carbons)
1 /31 002
. 7
.0
BDL
BDL
BDL
BD
BD
Influent
10/17/2003
6.60
4.7
BDL
BDL
0.0062
BDL
BDL
Effluent Between Carbons
10/17/2003
7.10
NA
BDL
BDL
BDL
BDL
BDL
Effluent After Carbons)
10/17/2003
6.70
4.8
BDL
BDL
BDL
E3DL
BDL
Influent
10/29/2004
5.74
4.8
BDL
BDL
0.0084
BDL
BDL
Effluent (Between Carbons)
10/29/2004
6.33
6.8
BDL
BDL
BDL
BDL
BDL
Effluent (After Cao ons)
10/29/2004
6. 7
7.
BDL
BDL
BDL
Influent
12/2/2005
6.94
4.4
BDL
BDL
0.0058
BDL
BDL
Effluent Between Carbons
11/10/2005
1 6.67
4.5
BDL
BDL
BDL
BDL
BDL
Effluent (After Carbons)
1/10/2005
6.51
4.6
BDL
BDL
BDF-
BDL
BD
Influent
11/20/2006
6.68
4.3
BDL
BDL
0.0056
BDL
BDL
Effluent (Between Carbons)
11/20/2006
6.28
3.9
BDL
BDL
0.0100
----B-DT
BDL
BDL
Effluent (After Carbons)
11/20/2006
6.68
3.6
BDL
BDL
BD
BDL
Standard
-
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
SB - Samples broken; resampled on 11/07/95 NS - Not Sampled
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remedlation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co. (Stanley Site)
GWI No. 0528
Page 4 of 4
Sample
Date
pH
(SU)
Nitrates
(mg/L)
1,1,1
Trichloroethane
(mg/L)
1,1,2
Trichloroethane
(mg/L)
Tetrachloroethene
(mg/L)
Methylene
Chloride
(mg/L)
Chloroform
(mg/L)
Influent
10/25/2007
6.40
3:7
BDL
BDL
BDL
BDL
BDL
Effluent (Between Carbons)
10/25/2007
6.40
3.7
BDL
BDL
0.0086
BDL
BDL
Effluent (After Carbons)
0 25/2007
6.20
3.5
BD
BD
BDL
BDL
BDL
Influent
11/3/2008
6.50
3.7
BDL
BDL
0.0059
BDL
BDL
Effluent Between Carbons)
11/3/2008
6.70
3.8
BDL
BDL
BDL
BDL
BDL
Effluent After Carbons)
11 TST2008
6.60
3.8
BDL
BDL
B
BDL
BD
Influent
12/23/2009
6.60
4.0
BDL
BDL
0.0063
BDL
BDL
Effluent (Between Carbons)
12/23/2009
6.80
4.1
BDL
BDL
BDL
BDL
BDL
ffluent (After Carbons)
2/23 2009
6.40
4.2
BDL
BDL
BDL
BDL
BDL
JZL Standard
NL - Not Listed in NCAC Title 15A, Subchapter 2L; therefore, the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA - Not Analyzed BDL - Below Detection Limits
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period, see the laboratory analytical report.

FIGURES

40-
pno
rA
FIGURE 1 Stanley, NC Quadrangle — July 1999 N
TOPOGRAPHIC MAP
Gaston County Dyeing Machines — Stanley Facility
A&W200 South Main Street
Stanley, North Carolina
#1

LEGEND
0
MONITORING WELL
19
PIEZOMETER
®
RECOVERY WELL
■
INJECTION WELL
0 MW-16
�----- ---
I I
I I
I I
I I
J E WA
I
MW-6 PZ-1Q
0 — — =�
MW-3
MW-11 _-_
7IE
0 0MW-7CW-7MW-12 MW-8!qC�
RW-7
I RW-1 I OMW-10 / I
-- -- --I MW-9 I
I I I
I I
MW-13
SITE PLAN
,TL
c
n
0
W. CARPENTER ST
FIGURE 2 N Project: GASTON CO DYEING MACHINE
SOUTH BUCKOAK STREET A&W
DATE: 1-6-10 STANLEY, NORTH CAROLINA
SCALE: 1 "=100' Project #: 1001267

LEGEND
0
MONITORING WELL
19
PIEZOMETER
®
RECOVERY WELL
■
INJECTION WELL
(47.38)
GROUNDWATER ELEVATION
---
POTENTIOMETRIC LINE
W. CARPENTER ST
4bMW-5
(51.00)
0
a � I (W8)
J
MW 6 . PZ-1ED IW-1 I I
��� 0 � = `•1J
(47.12)
/I MW-11 MW-3 —_
j0(48.24)
] 0 _
0. ) `M7C MW-7 DRY) W-8�7 I `—
' I�RW-7 (51.10)/ i
j—
I I -- — i —wzq
1(50.46) I
— 1 _13
�c-
Q (.58) 1
� 1 0
a 1 00
1 �
•oo
Io
00
SHALLOW GROUNDWATER POTENTIOMETRIC MAP - DECEMBER 2009
FIGURE 3 N Project: GASTON CO DYEING MACHINE
SOUTH BUCKOAK STREET
DATE: 1-6-10 STANLEY, NORTH CAROLINA
SCALE: 1 "=100' Project #: 1001267
A
O
W. CARPENTER ST
A&W

eMW-5
LEGEND (ND)
® MONITORING WELL ^ ` _ _
® PIEZOMETER
® RECOVERY WELL I
■ INJECTION WELL f I
(0.0111) GROUNDWATER ELEVATION o i
--- PCE CONCENTRATION LINE Y I
Q
(ND) NOT DETECTED
MW-10 •"'
(NA) NOT SAMPLED I (NA)
J ®iw-1
PZ INW-6 -1® II
l® (NA) (ND)
MW- 5 Mw- Mw-12
(NA) i / { A)C 10.0 11) (NA) (NA)0 I
/ (0 0063yr®MW-10 /
/ F / I(NA) I
W. CARPENTER/
MV-1
(28)
Off/
d
/0 MW-16 /
(0.00
TETRACHLOROETHENE CONCENTRATION MAP - DECEMBER 2009
FIGURE 4 N Project: GASTON CO DYEING MACHINE
SOUTH BUCKOAK STREET
DATE: 1-6-10 STANLEY, NORTH CAROLINA
SCALE: 1"=100' Project #: 1001267
co
C
n
O
a
-i
W. CARPENTER ST

APPENDIX A
Laboratory Analytical Report

(�'a'neAnalyfical
wwwpacelabscom
December 31, 2009
Mr. Robert Hird
A&W Professional Services
7900-D Stevens Mill Road #120
Matthews, NC 28104
RE: Project: GASTON DYE STEELERS
Pace Project No.: 9260214
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
Dear Mr. Hird:
Enclosed are the analytical results for sample(s) received by the laboratory on December 23, 2009.
The results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Bonnie McKee
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
r
%ine�.c�z
[phone]
Page 1 of 17

acmnalytical
www pacelab&=n
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
Charlotte Certification IDs
9800 Kincey Ave. - Ste 100 Huntersville, NC 28078
West Virginia Certification #: 357
Connecticut Certification #: PH-0104
Florida/NELAP Certification #: E87627
Kentucky UST Certification M 84
Louisiana/LELAP Certification #: 04034
New Jersey Certification #: NC012
North Carolina Drinking Water Certification #: 37706
Asheville Certification IDs
2225 Riverside Dr. Asheville, NC 28804
Connecticut Certification M PH-0106
Louisiana/LELAP Certification #: 03095
Massachusetts Certification M M-NC030
New Jersey Certification M NC011
North Carolina Bioassay Certification M 9
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification M 40
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Pennsylvania Certification #: 68-00784
South Carolina Certification M 990060001
South Carolina Drinking Water Cart. M 990060003
Tennessee Certification M 04010
Virginia Certification M 00213
Pennsylvania Certification #: 68-03578
South Carolina Bioassay Certification #: 99030002
South Carolina Certification #: 99030001
Tennessee Certification #: 2980
Virginia Certification #: 00072
West Virginia Certification M 356
Florida/NELAP Certification #: E87648
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 17

® Pace Analytical Services, Inc. Pace Analytical Services, Inc.
/71aceAnalyfical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
www.pacelabscom
Asheville, NC 28804 Huntersville, NC 28078
ANALYTICAL RESULTS
[phone] [phone]
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
Sample: MW-3
Lab ID: 9260214001
Collected: 12/23/09 09:40
Received:
12/23/09 13:05 Matrix:
Water
Parameters
Results Units
Report Limit
DF
Prepared
Analyzed
CAS No. Qua]
624 Volatile Organics
Analytical Method: EPA624
Benzene
ND ug/L
5.0
1
12/27/09 16:31
71-43-2
Bromodichloromethane
ND ug/L
5.0
1
12/27/0916:31
75-27-4
Bromoform
ND ug/L
5.0
1
12/2710916:31
75-25-2
Bromomethane
ND ug/L
10.0
1
12127/0916:31
74-83-9
Carbon tetrachloride
ND ug/L
5.0
1
12/27/09 16:31
56-23-5
Chlorobenzene
ND ug/L
5.0
1
12/27/09 16:31
108-90-7
Chloroethane
ND ug/L
10.0
1
12/2710916:31
75-00-3
Chloroform
ND ug/L
5.0
1
12/27/09 16:31
67-66-3
Chloromethane
ND ug/L
5.0
1
1212710916:31
74-87-3
Dibromochloromethane
ND ug/L
5.0
1
12/27/09 16:31
124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 16:31
95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 16:31
541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 16:31
106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
12127/0916:31
75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
12/27/09 16:31
107-06-2
1,1-Dichloroethene
ND ug/L
5.0
1
12/27/09 16:31
75-35-4
cis-1,2-Dichloroethene
ND ug/L
5.0
1
12/27/09 16:31
156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
1
12/27/09 16:31
156-60-5
1,2-Dichloropropane
ND ug/L
5.0
1
12/27/09 16:31
78-87-5
cis-1,3-Dichloropropene
ND ug/L
5.0
1
12/27/09 16:31
10061-01-5
trans-1,3-Dichloropropene
ND ug/L
5.0
1
12127/0916:31
10061-02-6
Ethylbenzene
ND ug/L
5.0
1
12/27/09 16:31
100-41-4
Methylene Chloride
ND ug/L
5.0
1
12/27/09 16:31
75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
12/27/09 16:31
79-34-5
Tetra ch loroethene
ND ug/L
5.0
1
12/2710916:31
127-18-4
Toluene
ND ug/L
5.0
1
12/27/09 16:31
108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
1
12/27/09 16:31
71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
12/27/09 16:31
79-00-5
Trichloroethene
ND ug/L
5.0
1
12/27/09 16:31
79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
12/27/09 16:31
75-69-4
Vinyl chloride
ND ug/L
5.0
1
12/27/09 16:31
75-01-4
Dibromofluoromethane (S)
103 %
88-113
1
12/27/09 16:31
1868-53-7
4-Bromofluorobenzene (S)
105 °%
86-111
1
12/27/09 16:31
460-00-4
Toluene-d8 (S)
99 %
92-105
1
12/27/09 16:31
2037-26-5
1,2-Dichloroethane-d4 (S)
107 %
70-130
1
12/27/09 16:31
17060-07-0
9040 pH
Analytical Method: EPA9040
pH
6.0 Std. Units
0.10
1
12/29/09 17:35
H6
Sample: MW-7
Lab ID: 9260214002
Collected: 12/23/09 10:15
Received:
12/23/09 13:05 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared
Analyzed
CAS No. Qual
624 Volatile Organics Analytical Method: EPA624
Benzene ND ug/L 5.0 1 12/2710916:53 71-43-2
Date: 12/31/2009 10:16 AM REPORT OF LABORATORY ANALYSIS Page 3 of 17
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

® Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalytical 2225 Riverside Dr. 9800 KinceyAve. Suite 100
wwwpacelabsc= Asheville, NC 28804 Huntersville, NC 28078
ANALYTICAL RESULTS
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
[phone] [phone]
Sample: MW-7
Lab ID: 9260214002 Collected: 12/23/09 10:15
Received:
12/23/09 13:05 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared
Analyzed CAS No. Qua]
624 Volatile Organics
Analytical Method: EPA624
Bromodichloromethane
ND ug/L
5.0
1
12/27/09 16:53 75-27-4
Bromoform
ND ug/L
5.0
1
12/27/09 16:53 75-25-2
Bromomethane
ND ug/L
10.0
1
12/27/09 16:53 74-83-9
Carbon tetrachloride
ND ug/L
5.0
1
12/27/09 16:53 56-23-5
Chlorobenzene
ND ug/L
5.0
1
12/27/09 16:53 108-90-7
Chloroethane
ND ug/L
10.0
1
12/27/09 16:53 75-00-3
Chloroform
ND ug/L
5.0
1
12/27/09 16:53 67-66-3
Chloromethane
ND ug/L
5.0
1
12127/0916:53 74-87-3
Dibromochloromethane
ND ug/L
5.0
1
12/27/09 16:53 124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 16:53 95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
1
12/2710916:53 541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 16:53 106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
12/27/09 16:53 75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
12127/0916:53 107-06-2
1,1-Dichloroethene
ND ug/L
5.0
1
12/27/09 16:53 75-35-4
cis-1,2-Dichloroethene
ND ug1L
5.0
1
12/27/09 16:53 156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
1
12/27/09 16:53 156-60-5
1,2-Dichloropropane
ND ug/L
5.0
1
12/27/09 16:53 78-87-5
cis-1,3-Dichloropropene
ND ug/L
5.0
1
12/27/09 16:53 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
5.0
1
12/27/09 16:53 10061-02-6
Ethylbenzene
ND ug/L
5.0
1
12/27/09 16:53 100-41-4
Methylene Chloride
ND ug/L
5.0
1
12/27/09 16:53 75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
12/27/09 16:53 79-34-5
Tetra ch loroethe ne
11.1 ug/L
5.0
1
12/27/09 16:53 127-18-4
Toluene
ND ug/L
5.0
1
12/27/09 16:53 108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
1
12/27/09 16:53 71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
12/2710916:53 79-00-5
Trichloroethene
ND ug/L
5.0
1
12/27/09 16:53 79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
12/27/09 16:53 75-69-4
Vinyl chloride
ND ug/L
5.0
1
12/27/09 16:53 75-01-4
Dibromofluoromethane (S)
105 %
88-113
1
12/27/09 16:53 1868-53-7
4-Bromofluorobenzene (S)
105 %
86-111
1
12/27/09 16:53 460-00-4
Toluene-d8 (3)
100 %
92-105
1
12/27/09 16:53 2037-26-5
1,2-Dichloroethane-d4 (S)
107 %
70-130
1
12/27/09 16:53 17060-07-0
9040 pH
Analytical Method: EPA9040
pH
5.8 Std. Units
0.10
1
12/29/09 17:35 H6
Sample: MW-5
Lab ID: S260214003 Collected: 12/23/09 10:31
Received:
12/23/09 13:05 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared
Analyzed CAS No. Qual
624 Volatile Organics
Analytical Method: EPA624
Benzene
ND ug/L
5.0
1
12/2710917:15 71-43-2
Bromodichloromethane
ND ug/L
5.0
1
12/27/0917:15 75-27-4
Date: 12/31/2009 10:16 AM REPORT OF LABORATORY ANALYSIS Page 4 of 17
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
%ne�ac-

lacieAnalyfical
ww .pacelabsc=
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave, Suite 100
Huntersville, NC 28078
[phone]
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
Sample: MW-5 Lab ID: 9260214003 Collected: 12/23/09 10:31 Received: 12/23/09 13:05 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method: EPA624
Bromoform
ND ug/L
5.0
1
12/27/09 17:15 75-25-2
Bromomethane
ND ug/L
10.0
1
12/27/09 17:15 74-83-9
Carbon tetrachloride
ND ug/L
5.0
1
12/27/09 17:15 56-23-5
Chlorobenzene
ND ug/L
5.0
1
12/27/09 17:15 108-90-7
Chloroethane
ND ug/L
10.0
1
12/27/09 17:15 75-00-3
Chloroform
ND ug/L
5.0
1
12/2710917:15 67-66-3
Chloromethane
ND ug/L
5.0
1
12/27/09 17:15 74-87-3
Dibromochloromethane
ND ug/L
5.0
1
12/27/09 17:15 124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 17:15 95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 17:15 541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 17:15 106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
12/27/09 17:15 75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
12/27/09 17:15 107-06-2
1,1-Dichloroethene
ND ug/L
5.0
1
12/2710917:15 75-35-4
cis-1,2-Dichloroethene
ND ug/L
5.0
1
12/27/09 17:15 156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
1
12/27/09 17:15 156-60-5
1,2-Dichloropropane
ND ug/L
5.0
1
12/27/09 17:15 78-87-5
cis-1,3-Dichloropropene
ND ug/L
5.0
1
12/27/09 17:15 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
5.0
1
12/27/09 17:15 10061-02-6
Ethylbenzene
ND ug/L
5.0
1
12/27/09 17:15 100-41-4
Methylene Chloride
ND ug/L
5.0
1
12/27/09 17:15 75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
12/27/09 17:15 79-34-5
Tetrachloroethene
ND ug/L
5.0
1
12/27/09 17:15 127-18-4
Toluene
ND ug/L
5.0
1
12/27/09 17:15 108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
1
12/27/09 17:15 71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
12/27/09 17:15 79-00-5
Trichloroethene
ND ug/L
5.0
1
12/27/09 17:15 79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
12/27/09 17:15 75-69-4
Vinyl chloride
ND ug/L
5.0
1
12/27/09 17:15 75-01-4
Dibromofluoromethane (S)
106 %
88-113
1
12/27/09 17:15 1868-53-7
4-Bromofluorobenzene (S)
107 %
86-111
1
12/27/09 17:15 460-00-4
Toluene-d8 (S)
100 %
92-105
1
12/27/09 17:15 2037-26-5
1,2-Dichloroethane-d4 (S)
109 %
70-130
1
12/27/09 17:15 17060-07-0
9040 pH
Analytical Method: EPA9040
pH
6.4 Std. Units
0.10
1
12/29/09 17:35 H6
Sample: MW-14
Lab ID: 9260214004 Collected: 12/23/09 11:33
Received: 12/23/09 13:05 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Qual
624 Volatile Organics
Analytical Method: EPA 624
Benzene
ND ug/L
5.0
1
12/27/0917:37 71-43-2
Bromodichloromethane
ND ug/L
5.0
1
12/27/0917:37 75-27-4
Bromoform
ND ug/L
5.0
1
12/27/0917:37 75-25-2
Date: 12/31/2009 10:16 AM REPORT OF LABORATORY ANALYSIS Page 5 of 17
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
µ nccoq

(�55'cieAnalyfical
wvzw paceiab&c=
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
Sample: MW-14 Lab ID: 9260214004 Collected: 12/23/09 11:33 Received: 12/23/09 13:05 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method: EPA624
Bromomethane
ND ug/L
10.0
1
12/27/09 17:37 74-83-9
Carbon tetrachloride
ND ug/L
5.0
1
12/27/09 17:37 56-23-5
Chlorobenzene
ND ug/L
5.0
1
12/27/09 17:37 108-90-7
Chloroethane
ND ug/L
10.0
1
12127/0917:37 75-00-3
Chloroform
ND ug/L
5.0
1
12/27/09 17:37 67-66-3
Chloromethane
ND ug/L
5.0
1
12/27/09 17:37 74-87-3
Dibromochloromethane
ND ug/L
5.0
1
12/27/09 17:37 124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 17:37 95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 17:37 541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 17:37 106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
12/27/09 17:37 75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
12/27/09 17:37 107-06-2
1,1-Dichloroethene
NO ug/L
5.0
1
12/27/09 17:37 75-35-4
cis-1,2-Dichloroethene
ND ug/L
5.0
1
12/27/09 17:37 156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
1
12/2710917:37 156-60-5
1,2-Dichloropropane
ND ug/L
5.0
1
12/27/09 17:37 78-87-5
cis-1,3-Dichloropropene
ND ug/L
5.0
1
12/27/09 17:37 10061-01-5
trans-1,3-Dichloroprope ne
ND ug/L
5.0
1
12/27/09 17:37 10061-02-6
Ethylbenzene
ND ug/L
5.0
1
12/27/09 17:37 100-41-4
Methylene Chloride
ND ug/L
5.0
1
12/27/09 17:37 75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
12127/0917:37 79-34-5
Tetra ch loroeth ene
12.8 ug/L
5.0
1
12/27/09 17:37 127-18-4
Toluene
ND ug/L
5.0
1
12/27/09 17:37 108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
1
12/27/09 17:37 71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
12/27/09 17:37 79-00-5
Trichloroethene
ND ug/L
5.0
1
12/27/09 17:37 79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
12/27/09 17:37 75-69-4
Vinyl chloride
ND ug/L
5.0
1
12/27/09 17:37 75-01-4
Dibromofluoromethane (S)
104 %
88-113
1
12/27/09 17:37 1868-53-7
4-Bromofluorobenzene (S)
104 %
86-111
1
12/27/09 17:37 460-00-4
Toluene-d8 (S)
99 %
92-105
1
12/27/09 17:37 2037-26-5
1,2-Dichloroethane-d4 (S)
109 %
70-130
1
12/27/09 17:37 17060-07-0
9040 pH
Analytical Method: EPA9040
pH
5.7 Std. Units
0.10
1
12/30/09 18:15 H6
Sample: MW-16 Lab ID: 9260214005 Collected: 12/23/09 11:55 Received: 12/23/09 13:05 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method: EPA624
Benzene
ND ug/L
5.0 1
12127/0917:59 71-43-2
Bromodichloromethane
ND ug/L
5.0 1
12/2710917:59 75-27-4
Bromoform
ND ug/L
5.0 1
12/27/0917:59 75-25-2
Bromomethane
ND ug/L
10.0 1
12/27/0917:59 74-83-9
Date: 12/31/2009 10:16 AM REPORT OF LABORATORY ANALYSIS Page 6 of 17
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

® Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalyiical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
immpacelabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
Sample: MW-16 Lab ID: 9260214005 Collected: 12/23/09 11:55 Received: 12/23/09 13:05 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method: EPA 624
Carbon tetrachloride
ND ug/L
5.0
1
12/27/09 17:59 56-23-5
Chlorobenzene
ND ug/L
5.0
1
12/27/09 17:59 108-90-7
Chloroethane
ND ug/L
10.0
1
12/27/09 17:59 75-00-3
Chloroform
ND ug/L
5.0
1
12/27/09 17:59 67-66-3
Chloromethane
ND ug/L
5.0
1
12/27/09 17:59 74-87-3
Dibromochloromethane
ND ug/L
5.0
1
12/27/09 17:59 124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 17:59 95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
1
12127/0917:59 541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 17:59 106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
12/27/09 17:59 75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
12127/0917:59 107-06-2
1,1-Dichloroethene
ND ug/L
5.0
1
12/27/09 17:59 75-35-4
cis-1,2-Dichloroethene
ND ug/L
5.0
1
1212710917:59 156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
1
12/27/09 17:59 156-60-5
1,2-Dichloropropane
ND ug/L
5.0
1
12/27/09 17:59 78-87-5
cis-1,3-Dichloropropene
ND ug/L
5.0
1
12/27/09 17:59 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
5.0
1
12127/0917:59 10061-02-6
Ethylbenzene
ND ug/L
5.0
1
12/27/09 17:59 100-41-4
Methylene Chloride
ND ug/L
5.0
1
12/27/09 17:59 75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
12/27/09 17:59 79-34-5
Tetra ch loroethen e
9.8 ug/L
5.0
1
12/27/09 17:59 127-18-4
Toluene
ND ug/L
5.0
1
12/27/09 17:59 108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
1
12127/0917:59 71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
12/27/09 17:59 79-00-5
Trchloroethene
ND ug/L
5.0
1
12/27/09 17:59 79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
12/27/09 17:59 75-69-4
Vinyl chloride
ND ug/L
5.0
1
12/27/09 17:59 75-01-4
Dibromocuoromethane (S)
104 %
88-113
1
12/27109 17:59 1868-53-7
4-Bromofluorobenzene (S)
105 %
86-111
1
12/27/09 17:59 460-00-4
Toluene-d8 (S)
100 %
92-105
1
12/27/09 17:59 2037-26-5
1,2-Dichloroethane-d4 (S)
108 %
70-130
1
12/27/09 17:59 17060-07-0
9040 pH
Analytical Method: EPA9040
pH
5.9 Std. Units
0.10
1
12/30/09 18:15 H6
Sample: EFFLUENT
Lab ID: 9260214006 Collected: 12/23/09 10:38
Received: 12/23/09 13:05 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Qual
624 Volatile Organics
Analytical Method: EPA624
Benzene
ND ug/L
5.0
1
12/27/0918:21 71-43-2
Bromodichloromethane
ND ug/L
5.0
1
12/2710918:21 75-27-4
Bromoform
ND ug/L
5.0
1
12/27/0918:21 75-25-2
Bromomethane
ND ug/L
10.0
1
12/27/0918:21 74-83-9
Carbon tetrachloride
ND ug/L
5.0
1
12/27/09 18:21 56-23-5
Date: 12/31/2009 10:16 AM REPORT OF LABORATORY ANALYSIS Page 7 of 17
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Sp

I�i
®
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalytical
2225 Riverside Dr.
9800 Kincey Ave. Suite 100
www.pacelabscam
Asheville, NC 28804
Huntersville, NC 28078
r-
L
[phone]
[phone]
ANALYTICAL RESULTS
r,
IJ
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
r
Sample: EFFLUENT
Lab ID: 9260214006 Collected: 12/23/09 10:38
Received: 12/23/09 13:05 Matrix: Water
IParameters
Results Units
Report Limit
DF
Prepared Analyzed
CAS No. Qual
r
624 Volatile Organics
Analytical Method: EPA624
I_'
Chlorobenzene
ND ug/L
5.0
1
12/27/09 18:21
108-90-7
Chloroethane
ND ug/L
10.0
1
12/27/09 18:21
75-00-3
Chloroform
ND ug/L
5.0
1
12/27/09 18:21
67-66-3
Chloromethane
ND ug/L
5.0
1
12127/0918:21
74-87-3
Ir'
Dibromochloromethane
ND ug/L
5.0
1
12/27/09 18:21
124-48-1
1,2-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 18:21
95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 18:21
541-73-1
r
1,4-Dichlorobenzene
ND ug/L
5.0
1
12/27/09 18:21
106-46-7
1,1-Dichloroethane
ND ug/L
5.0
1
12/27/09 18:21
75-34-3
1,2-Dichloroethane
ND ug/L
5.0
1
12/27/09 18:21
107-06-2
1,1-Dichloroethene
ND ug/L
5.0
1
12/27/09 18:21
75-35-4
cis-1,2-Dichloroethene
ND ug/L
5.0
1
12/27/09 18:21
156-59-2
'
trans-1,2-Dichloroethene
ND ug/L
5.0
1
12/27/09 18:21
156-60-5
1,2-Dichloropropane
ND ug/L
5.0
1
12127/0918:21
78-87-5
cis-1,3-Dichloropropene
ND ug/L
5.0
1
12/27/09 18:21
10061-01-5
trans-1,3-Dichloropropene
ND ug/L
5.0
1
12/27/09 18:21
10061-02-6
Ethylbenzene
ND ug/L
5.0
1
12/27/09 18:21
100-41-4
Methylene Chloride
ND ug/L
5.0
1
12/27/09 18:21
75-09-2
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
1
12/2710918:21
79-34-5
Tetrachloroethene
ND ug/L
5.0
1
12/27/09 18:21
127-18-4
'
Toluene
ND ug/L
5.0
1
12/27/09 18:21
108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
1
12/27/09 18:21
71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
1
12/27/09 18:21
79-00-5
_
Trichloroethene
ND ug/L
5.0
1
12/27/09 18:21
79-01-6
Trichlorofluoromethane
ND ug/L
10.0
1
12/27/09 18:21
75-69-4
Vinyl chloride
ND ug/L
5.0
1
12/27/09 18:21
75-01-4
Dibromofluoromethane (S)
104 %
88-113
1
12/27/09 18:21
1868-53-7
4-Bromofluorobenzene (S)
106 %
86-111
1
12/27/09 18:21
460-00-4
Toluene-d8 (S)
100 %
92-105
1
12/27/09 18:21
2037-26-5
1,2-Dichloroethane-d4 (S)
108 %
70-130
1
12/27/09 18:21
17060-07-0
9040 pH
Analytical Method: EPA9040
I.
pH
6.4 Std. Units
0.10
1
12/29/09 17:35
H6
�I
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA353.2
Nitrogen, Nitrate
4.2 mg/L
0.10
1
12/24/09 09:55
S
Nitrogen, Nitrite
ND mg/L
0.10
1
12/24/09 09:55
Nitrogen, NO2 plus NO3
4.2 mg/L
0.10
1
12/24/09 09:55
Sample: BETWEEN CARBONS
Lab ID: 9260214007 Collected:
12/23/09 10:45
Received: 12/23/09 13:05 Matrix:
Water
�a
Parameters
Results Units
Report Limit
DF
Prepared Analyzed
CAS No. Qual
624 Volatile Organics
Analytical Method: EPA624
Benzene
ND ug/L
5.0
1
12/2710918:43
71-43-2
Date: 12/31/200910:16 AM REPORT OF LABORATORY ANALYSIS Page 8 of 17
This report shall not be reproduced, except in full,
i^� without the written consent of Pace Analytical Services, Inc..

laneAnalyficalo
wmpacelabamn
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
LABORATORY CONTROL SAMPLE: 384216
Parameter
1,1,2-Trichloroethane
ug/L
1,1-Dichloroethane
ug/L
1,1-Dichloroethene
ug/L
1,2-Dichlorobenzene
ug/L
1,2-Dichloroethane
ug/L
1,2-Dichloropropane
ug/L
1,3-Dichlorobenzene
ug/L
1,4-Dichlorobenzene
ug/L
Benzene
ug/L
Bromodichloromethane
ug/L
Bromoform
ug/L
Bromomethane
ug/L
Carbon tetrachloride
ug/L
Chlorobenzene
ug/L
Chloroethane
ug/L
Chloroform
ug/L
Chloromethane
ug/L
cis-1,2-Dichloroethene
ug/L
cis-1,3-Dichloropropene
ug/L
Dibromochloromethane
ug/L
Ethylbenzene
ug/L
Methylene Chloride
ug/L
Tetrachloroethene
ug/L
Toluene
ug/L
trans-1,2-Dichloroethene
ug/L
trans-1,3-Dichloropropene
ug/L
Trichloroethene
ug/L
Trich lorofluo ro methane
ug/L
Vinyl chloride
ug/L
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Dibromofluoromethane (S)
%
Toluene-d8 (S)
%
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Spike
Units Conc.
LCS
Result
20
22.2
20
22.0
20
22.1
20
21.5
20
22.9
20
22.4
20
21.4
20
21.1
20
21.5
20
21.6
20
26.3
20
23.7
20
26.0
20
21.2
20
18.2
20
21.5
20
19.1
20
22.5
20
23.1
20
23.3
20
21.7
20
20.4
20
21.3
20
21.2
20
21.5
20
23.6
20
21.9
20
23.4
20
19.1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 384256
Parameter
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
Date: 12/31/2009 10:16 AM
384257
LCS
% Rec
% Rec
Limits
111 52-150
110 59-155
111 1-234
107 18-190
115 49-155
112 1-210
107 59-156
106 18-190
108 37-151
108 35-155
132 45-169
119 1-242
130 70-140
106 37-160
91 14-230
108 51-138
96 1-273
113 68-146
115 1-227
116 53-149
109 37-162
102 1-221
107 64-148
106 47-150
108 54-156
118 17-183
110 71-157
117 17-181
95 1-251
104 70-130
107 86-111
102 88-113
99 92-105
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Units
MS MSD
9260154001 Spike Spike MS MSD
Result Conc. Conc. Result Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Qual
ug/L
ND 20 20 26.8 26.3
134
132
46-171
2
ug/L
ND 20 20 22.6 21.8
113
109
73-159
3
ug/L
ND 20 20 24.8 24.9
124
125
64-152
1
ug/L
ND 20 20 25.0 25.2
125
126
43-172
1
ug/L
ND 20 20 27.9 26.6
139
133
48-189
5
ug/L
ND 20 20 23.3 23.8
117
119
54-154
2
ug/L
ND 20 20 25.6 25.6
128
128
42-171
0
ug/L
ND 20 20 25.0 25.3
125
127
55-157
1
ug/L
ND 20 20 23.4 24.2
117
121
57-148
3
REPORT OF LABORATORY ANALYSIS
Page 12 of 17
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
',+yam

laneAnalyfical
..pacelabscom
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
384256
384257
MS
MSD
9260154001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
1,4-Dichlorobenzene
ug/L
ND
20
20
23.6
24.0
118
120
58-149
2
Benzene
ug/L
ND
20
20
24.9
24.6
124
123
54-163
1
Bromodichloromethane
ug/L
ND
20
20
23.6
23.7
118
119
56-152
1
Bromoform
ug/L
ND
20
20
25.1
25.0
126
125
53-151
1
Bromomethane
ug/L
ND
20
20
28.1
29.7
140
149
10-200
6
Carbon tetrachloride
ug/L
ND
20
20
30.3
29.7
152
148
41-175
2
Chlorobenzene
ug/L
ND
20
20
24.7
24.6
124
123
67-152
0
Chloroethane
ug/L
ND
20
20
23.3
24.5
117
122
23-200
5
Chloroform
ug/L
ND
20
20
24.3
24.2
121
121
51-166
0
Chloromethane
ug/L
ND
20
20
21.0
20.7
105
103
40-175
2
cis-1,2-Dichloroethene
ug/L
ND
20
20
26.2
25.6
131
128
45-174
2
cis-1,3-Dichloropropene
ug/L
ND
20
20
24.6
24.7
123
124
38-146
0
Dibromochloromethane
ug/L
ND
20
20
23.6
23.1
118
115
65-144
2
Ethylbenzene
ug/L
ND
20
20
25.0
24.7
125
123
57-152
2
Methylene Chloride
ug/L
ND
20
20
23.8
23.7
119
118
40-167
0
Tetra chloroethene
ug/L
ND
20
20
25.5
25.0
127
125
59-155
2
Toluene
ug/L
ND
20
20
24.6
24.4
123
122
47-162
1
trans-1,2-Dichloroethene
ug/L
ND
20
20
25.5
25.0
127
125
47-178
2
trans-1,3-Dichloropropene
ug/L
ND
20
20
25.2
24.6
126
123
39-148
2
Trichloroethene
ug/L
ND
20
20
26.0
25.2
130
126
60-153
3
Trichlorofluoromethane
ug/L
ND
20
20
29.3
28.1
147
141
42-199
4
Vinyl chloride
ug/L
ND
20
20
24.3
24.1
122
121
46-176
1
1,2-Dichloroethane-d4 (S)
%
105
102
70-130
4-Bromofluorobenzene (S)
%
107
106
86-111
Dibromofluoromethane (S)
%
103
101
88-113
Toluene-d8 (S)
%
99
100
92-105
Date: 12/3112009 10:16 AM
REPORT OF
LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical
Services, Inc..
v
°n`c£
Qual
Page 13 of 17

aceAnalytical
wwwpacelabsc=
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WET/10951 Analysis Method: EPA9040
QC Batch Method: EPA9040 Analysis Description: 9040 pH
Associated Lab Samples: 9260214001, 9260214002, 9260214003, 9260214006, 9260214007, 9260214008
SAMPLE DUPLICATE: 385037
Parameter
pH
Date: 12/31 /2009 10:16 AM
9260067001 Dup
Units Result Result
Std. Units 5.2 5.2
RPD Qualifiers
0 H6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�tElN ^ 4p
�
Ile act -
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 17

lacmnalyfical
ww pacelabscom
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WET/10971 Analysis Method: EPA9040
QC Batch Method: EPA9040 Analysis Description: 9040 pH
Associated Lab Samples: 9260214004, 9260214005
SAMPLE DUPLICATE: 385498
Parameter
pH
Date: 12/31/200910:16 AM
9260010002 Dup
Units Result Result
Std. Units 6.6 6.6
RPD Qualifiers
0 H6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
El�ti��a
r \ \ A
%hela4
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 17

laceAnalyfical
www.pacelabsx=
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WETA/6494 Analysis Method: EPA353.2
QC Batch Method: EPA353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 9260214006, 9260214007, 9260214008
METHOD BLANK: 383902 Matrix: Water
Associated Lab Samples: 9260214006, 9260214007, 9260214008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.10 12/24/09 09:55
Nitrogen, Nitrite mg/L ND 0.10 12/24/09 09:55
Nitrogen, NO2 plus NO3 mg/L ND 0.10 12/24/09 09:55
LABORATORY CONTROL SAMPLE:
383903
Parameter
Units
Nitrogen, Nitrate
mg/L
Nitrogen, Nitrite
mg/L
Nitrogen, NO2 plus NO3
mg/L
MATRIX SPIKE SAMPLE:
383904
Parameter
Units
Nitrogen, Nitrate
mg/L
Nitrogen, Nitrite
mg/L
Nitrogen, NO2 plus NO3
mg/L
Spike LCS
Conc. Result
5 5.2
1 1.1
5 5.2
9260219022 Spike
Result Conc.
0.12 5
ND 1
0.12 5
SAMPLE DUPLICATE: 383905
9260257001 Dup
Parameter Units Result Result
Nitrogen, Nitrate mg/L ND ND
Nitrogen, Nitrite mg/L ND ND
Nitrogen, NO2 plus NO3 mg/L ND ND
Date: 12/31 /2009 10:16 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LCS % Rec
% Rec Limits Qualifiers
104 90-110
108 90-110
104 90-110
MS MS
Result % Rec
5.2 101
ND -1
5.2 101
RPD Qualifiers
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
lacz
% Rec
Limits Qualifiers
90-110
90-110 MO
90-110
Page 16 of 17

aceAnalytical
.pacelabscom
QUALIFIERS
Project: GASTON DYE STEELERS
Pace Project No.: 9260214
DEFINITIONS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
U - Indicates the compound was analyzed for, but not detected.
ANALYTE QUALIFIERS
H6 Analysis initiated more than 15 minutes after sample collection.
MO Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
Date: 12/31/2009 10:16 AM REPORT OF LABORATORY ANALYSIS Page 17 of 17
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

s," aceAnaly.�/ical'
wwxr.paee-IeOa.ecm
CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately,
Section A Section 19 Section C
Page: C of
Required Client Information: Required Project Information: Invoice Information:
CO any; Report To: Attention: /1
1357052
Copy To:
Company Narne.-
Ive t [ d P
Add
(— NPDES I . GROUND WATER r DRINKING WATER
� UST j'-' RCRA (-' OTHER
Email To:
Purchase Order No.:
etarence: R r�
Fax:
Project Name:
s C
Pace Protect r
Mena9er,
$B4;.tocation
Requested Due DateITAT:
a
Project Number,
Pace Profile #:
5.1 To
.:L,.:;:,;;.,.,�qx►:>:+��r�naiys�sF�tt®rea�1N1�::::�
:
::. .......: .
section
Section D Matrix Codes
Fe
Required Client lnfoanallon MATRIX /CODE
O
COLLECTED
Preservatives
'
Drinking Water DW
fi
Z
Water WT
Waste Water WW
8
COMPOSITE
START
COMPOSITE
FNDIGRAa
O
Product P
Soil/Solid
g
SL
SAMPLE ID °i WP
PaAR
W
3
Q
W
Z
;..':
n
\
(O�
Semple IDS MUST BE UNIQUE Tissue TS
Other
O
�
:c
U
V
OT
X
w
0.0
O
(5,5
?
C�
14t
G
Q
Q
�+
DATE
TIME
0
7
(�<
-iV
Z
U
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DATE
TIME
y
2
2
=
Z
Z
?i
Pace Project NoJ Lab I.D.
:1
1,v- f
2:
AAW -
'YT
/Q,Ir
1141/_1
131k
k
3
-
t
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4
(
B:
A1W- Its
`
to ;yy
i
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9.
10
12
ADDIT16NAL COMMENTS
UNGu*:ED9T/APFiLWflON.;
i1A[E
�N1E.,.;
;•:,;!>.,. �CCER#EQBY%A�FIIIATtON
DATE
.
.TIME
SAMPLE CONDITIONS
f
l a
y
A,—
�
d
ORIGINAL
O �
-
T
..
�
PRINT Name of SAMPLER:
e
a
m
$
H
SIGNATURE of SAMPLER:
DATE Signed
l—
m
E
w
(MM/DD
to
to
Important note: By signing this form you are accepting Pace's NET 30 day payment terns and agreeing to late charges of 1.5% per month for any invoices not paidwithin 30 days, F-ALL-0-020rev.07, 15-May-2007

UFA-
,f aoeAnalocaf
Client Name: Project #
Courier: ❑ Fed Ex ❑ UPS ❑ USPS lient ❑ Commercial. ❑ Pace Other :�ptionaf k c
Custody Seal on Cooler/Box Present; ❑ yes no Seals intact: ❑ Yes no Prof Due Date z f�tfA
� r'
Packing Material: ❑ Bubble Wrap ble Bags ❑ None ❑Other
Thermometer Used T060 Type of Ice et lue None 'Samples on ice, coolino orocess has beoun
v
Cooler Temperature
Biologics ue is Frozen: Yes No N/a
E
Date and Initials ofrper on e t m ning
content -� 1 �� � I
Temp should be above freezing to 6'C
-Comments:
Chain of Custody Present:
ONO
❑N/A
1.
Chain of Custody Filled Out:
s ❑No
ONlA
2-
Chain of Custody Relinquished:
es ONO
ON/A
3.
Sampler Name & Signature on COC:
es ❑No
❑N/A
4.
Samples Arrived within Hold Time:'
Yes ONO
qN/A
5.
Short Hold Time Analysis (<72hr):
❑Y s ONO
QN/A
6.
Rush Turn Around Time Requested:
❑Yes v- ON/A:
7.
Suffcient Volume:
es' ❑No
❑N/A
8.
Correct Containers Used:
❑Yes
.❑,N/A
9.
n-
-Pace Containers Used:
yes ❑No-
❑N/A
Containers Intact:
Yes ON.
❑N/A`
10. .
Filtered volume received for Dissolved tests
❑Yes ONO
!A
11.
Sample Labels match COC:
'11es ❑No
❑N/A.
12.
-Includes date/time/ID/Analysis Matrix:
All containers needing preservation have been checked.
fYes ❑No
ON/A-
13.
All containers needing preservation are found to be in
compliance with EPA recommendation.
Ely❑No
El N/A'
exceptions: VOA, coliform. TOC, O&G, VA-DRO (water)
El Yes ONO
Initial when completed
Samples checked for dechlorination:
Yes ONO
❑N/A
14.
Headspace in VOA Vials ( >6mm):
❑Yes No
❑NfA
15.
Trip Blank Present:
Dyes ONO
N/A
1,6:
Trip Blank Custody Seals Present
Dyes ONO
P96
Pace Trip Blank Lot # (if purchased): N/A
Client Notification/ Resolution: Field Data Required? Y / N ! NIA
Person Contacted: Date/Time:
Comments/ Resolution:
Project Manager Review: In Date: j C�
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office ( i.e out of hold, incorrect preservative, out of temp, incorrect containers)

APPENDIX P
GW-59 and GW-59A Forms

SUBMIT FORM ON YELLOW PAPER ONLY
ENVIRONMENT& NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
OITA
ffEPARTM8NTOF
IVISION OF WATER QUALITY -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: l/ 3D ?�
Facility Name: Gaston County Dyeing Machine
Non -Discharge WQ0008907 UIC
Permit Name (if different):
NPDES Other
Facility Address: 200 South Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
Stanley I''`rzc" NC
County Gaston
❑ Lagoon ❑ Remediation: Infiltration Gallery
(o''') isatel ``''Fi
❑ Spray Field IR Remediation:
Contact Person: Robert Hird
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Center of Source
No. of wells to be sampled: 5
❑ Water Source Heat Pump ❑ Other:
from Permit
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-3
Date sample collected: 12/23/09
FIELD ANALYSES:
WAS
Well Depth: 42.9 ft.
Well Diameter: 4 in.
pH NA units Temp. NA °C
DRY at
Depth to Water Level: 31.59 ft. below measuring point
Screened Interval unk ft. to
unk ft. Spec. Cond. NA [Mhos
time of
sampling,
0.57
Measuring Point is ft. above land surface
Relative M.P. Elevation: 78•71 ft.
Odor None
check
Volume of water pumped/bailed before sampling:
15 gallons
Appearance Clear
here:❑
Samples for metals were collected unfiltered: DYES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: 12/27/09
Laboratory Name: Pace Analytical Services, Inc. Certification No. 12
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD mg/I
Nitrite (NO2) as N
mg/1
Pb - Lead mg/I
Coliform: MF Fecal /100ml
Nitrate (NO3) as N
mg/l
Zn - Zinc mg/I
Coliform: MF Total /100ml
Phosphorus: Total as P
mg/I
(Note: Use MPN method for highly turbid samples)
Orthophosphate
mg/I
Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total mg/I
Al - Aluminum
mg/I
pH (when analyzed) 6.0 units
Ba - Barium
mg/I
TOC mg/I
Ca - Calcium
mg/i
Chloride mg/I
Cd - Cadmium
mg/I
Arsenic mg/I
Chromium: Total
mg/I
Grease and. Oils mg/I
Cu - Copper
mgA
ORGANICS: (by GC, GC/MS, HPLC)
Phenol mg/I
Fe - Iron
mg/l
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate mg/l
Hg - Mercury
mg/I
Report. Attached? ® Yes (1) ❑ No (0)
Specific Conductance aMhos
K - Potassium
mg/I
VOC method # 624
Total Ammonia mg/I
Mg - Magnesium
mg/I
method #
(Ammonia Nitrogen; N1­13as N; Ammonia Nitrogen, Total)
Mn - Manganese
mg/l
method #
TKN as N mg/i
Ni - Nickel
mg/I
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.112007
of Perm ittee
6,

SUBMIT FORM ON YELLOW PAPER ONLY
. . .
.
EPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
NISIONOFWATER QUALITY -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
o s
617 MAIL SERVICE CENTER, RALEIGH, NC 27699.1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 1111
Facility Name: Gaston County Dyeing Machine
Non -Discharge WQ0008907 UIC
Permit Name (if different):
NPDES Other
Facility Address: 200 South Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
StanleyNC
County Gaston
❑ Lagoon ❑ Remediation; Infiltration Gallery
(City;
"" `Zq'
❑ Spray Field 10 Remediation:
Contact Person: Robert Hird
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: North of source area
No. of wells to be sampled: 5
❑ Water Source Heat Pump ❑ Other:
_ from Permit
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-5.1
'Date sample collected: 12/23/09
FIELD ANALYSES:
WAS
Well Depth: 65.69 ft.
Well Diameter: 4 in.
pH NA units Temp. NA °C
DRY at
Depth to Water Level: 41.26 ft. below measuring point
Screened Interval: unk ft. to
unk ft. Spec. Cond. NA µMhos
y
time of
sampling,
1.31
Measuring Point is ft. above land surface
Relative M.P. Elevation: 92.26 ft.
Odor None
check
Volume of water pumped/bailed before sampling:
40 gallons
Appearance Clear
here:
❑
Samples for metals were collected unfiltered: ❑YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: 12/27/09
Laboratory Name: Pace Analytical Services, Inc. Certification No. 12
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD mg/I
Nitrite (NO2) as N
mg/I
Pb - Lead mg/I
Coliform: MF Fecal /100ml,
Nitrate (NO3) as N
mg/I
Zn - Zinc mg/l
Coliform: MF Total /100mI
Phosphorus: Total as P
mg/I
(Note: Use MPN method for highly turbid samples)
Orthophosphate
mg/I
Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total mg/I
Al - Aluminum
mg�
pH (when analyzed) 6.4 units
Be - Barium
mg/I
TOC mg/I
Ca - Calcium
mg/I
Chloride mg/I
Cd - Cadmium
mg/I
Arsenic mg/I
Chromium: Total
mg/I
Grease and Oils mg/i
Cu -Copper
mg/I
ORGANICS: (by GC, GC/MS, HPLC)
Phenol mg/I
Fe - Iron
mg/I
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate mg/I
Hg - Mercury
mg/I
Report Attached? ® Yes (1) ❑ No (0)
Specific Conductance uMhos
K - Potassium
mg/I
VOC , method # 624
Total Ammonia mg/I
Mg - Magnesium
mg/i
method #
(Ammonia Nitrogen;NHgas N; Ammonia Nitrogen, Total)
Mn - Manganese
mg/I
method #
TKN as N mg/I
Ni - Nickel
mg/I
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg7L Effluent Total VOCs: mg/L, VOC Removal%
GW-59 Rev.112007

SUBMIT FORM ON YELLOW PAPER ONLY
EPARTINENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
[VISION OF WATER QUALITY -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
617 MAIL SERVICE CENTER, RALEIGH, NC 27699.1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: It P4.4t I
Facility Name: Gaston County Dyeing Machine
Non -Discharge W00008907 UIC
Permit Name (if different):
NPDES Other
Facility Address: 200 South Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
Stance ``lm` NC _
County Gaston
❑ Lagoon ❑ Remediation: Infiltration Gallery
`C'ty) Y"`` r'?
❑ Spray Field IR Remediation:
Contact Person: Robert Hird
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Southwest of source area
No. of wells to be sampled: 5
E Water Source Heat Pump ❑ Other:
from Permit
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-7 (7B)
Date sample collected: 12/23/09
FIELD ANALYSES:
WAS
ell Depths 56.5 ft.
Well Diameter, 2 in.
pH NA units Temp. NA °C
DRY at
Depth to Water Level: 24.59 ft. below measuring point
Screened Interval: unk ft'. to
unk
ft. Spec. Cond. NA µMhos
time of
2.43
Measuring Point is ft. above land surface
Relative M.P. Elevation: 77•78• ft.
Odor None
sampling,
check
Volume of water pumped/bailed before sampling:
15 gallons
Appearance Clear
here:❑
Samples for metals were collected unfiltered: DYES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: 12/27/09
Laboratory Name: Pace Analytical Services, Inc. Certification No. 12
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD mg/I
Nitrite (NO2) as N
mg/I
Pb - Lead mg/I
Coliform: MF Fecal /100ml
Nitrate (NO3) as N
mg/I
Zn - Zinc mg/I
Coliform: MF Total /100ml
Phosphorus: Total as P
mg/I
(Note: Use MPN method for highly turbid samples)
Orthophosphate
mg/I
Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total mg/I
Al - Aluminum
mg/I
pH (when analyzed) 5.8 units
Ba - Barium
mg/l
TOC mg/I
Ca - Calcium
mg/I
Chloride mg/I
Cd - Cadmium
mg/I
Arsenic mg/i
Chromium: Total
mg/l
Grease and Oils mg/I
Cu - Copper
mg/I
ORGANICS: (by GC, GC/MS, HPLC)
Phenol mg/I
Fe - Iron
mg/I
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate mg/I
Hg - Mercury
mg/I
Report Attached? ® Yes (1) ❑ No'(0)
Specific Conductance µMhos
K- Potassium
mg/I
VOC method # 624
Total Ammonia mg/I
Mg - Magnesium
mg/l
method #
(Ammonia Nitrogen; N1­13as N Ammonia Nitrogen; Total)
Mn - Manganese
mg/I
method
TKN as N mg/l
Ni - Nickel
mg/I
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
�(
(or Authorized Agent) Name and Title -
GW-59 Rev.1/2007
//6
l

SUBMIT FORM ON YELLOW PAPER ONLY
EPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
Eff,617
NISIONOFWATERQUALrrY-INFORMATIONPROCESSINGUNIT
COMPLIANCE REPORT FORM
MAIL SERVICE CENTER, RALEIGH, NC 27699.16,17 Phone: [phone]
FAGILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 1/ 4 q afiZ
Facility Name: Gaston County Dyeing Machine
Non -Discharge WQ0008907 UIC
Permit Name (if different):
NPDES Other
Facility Address: 200 South Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
Stanley '5re_ • NC
County Gaston
❑ Lagoon ❑ Remediation: Infiltration Gallery
❑ Spray Field ®Remediation:
Contact Person: Robert Hird
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: South of source area
No. of wells to be sampled: 5
❑ Water Source Heat Pump ❑ Other:
from Permit
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW 14
Date sample collected: 12/23/09
FIELD ANALYSES:
WAS
Well Depth: 25.0 ft.
Well Diameter: 2 in.
pH NA units Temp. NA aC
DRY at
Depth to Water Level: 11.73 ft. below measuring point
Screened Interval: unk ft. to
unk ft. Spec. Cond. NA µMhos
time of
sampling,
-0;15
Measuring Point is ft. above land surface
Relative M.P. Elevation: 52.31 ft.
Odor None
check
Volume of water pumped/bailed before sampling:
10 gallons
Appearance Clear
here:
Samples for metals were collected unfiltered_.: OYES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: 12/27/09
Laboratory Name: Pace Analytical Services, Inc. Certification No. 12
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD mg/I
Nitrite (NO2) as N
mg/1
Pb - Lead mg/I
Coliform: MF Fecal /IGOml
Nitrate (NO3) as N
mg/I
Zn -Zinc mg/I
Coliform: MF Total /100ml
Phosphorus: Total as P
mg/I
(Nate: Use MPN method for highly turbid samples)
Orthophosphate
mg/I
Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total mgll
Al - Aluminum
mgA
tetrachloroethene. - 0.0128 mgA
pH (when analyzed) 5.7 units
Ba - Barium
mg/I
TOC mgA
Ca - Calcium
mg(I
Chloride mg/l
Cd - Cadmium
mg/I
Arsenic mg/l
Chromium: Total
mg/I
Grease and Oils mg/I
Cu - Copper
mgA
ORGANICS: (by GC,, GC/MS, HPLC)
Phenol mg/1
Fe - Iron
mg/I
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate mg/I
Hg - Mercury
mgA
Report Attached? ® Yes (1) ❑ No (0)
Specific Conductance 4Mhos
K- Potassium
mg/I
VOC method # 624
Total Ammonia mg/1
Mg - Magnesium
mg/I
method #
(Ammonia Nitrogen; N%as N; Ammonia Nitrogen; Total)
Mn - Manganese
mgA
method #
TKN as N mg/I
Ni - Nickel
mgA
method #
For Remediation Svstems Only (Attach Lab Reports): Influent Total VOCs: ma/L Effluent Total VOCs: mp/L VOC Removal%

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
017111 0 .
.
EPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
[VISION OF WATER QUALITY -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
617 MAIL SERVICE CENTER, RALEIGH, NO 27699-1617 Phone• [phone]
FACILITY INFORMATION Please Print
Clearly or Type
PERMIT Number: Expiration Date: 1/
Facility Name: Gaston County Dyeing Machine
Non -Discharge WQ0008907 UIC
Permit Name (if different):
NPDES Other
Facility Address: 200 South Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
Stanley `Sr'e" NC
County Gaston
❑Lagoon El Remediation: Infiltration Gallery
(aryl"`f' `Tp`
❑ Spray Field ® Remediation:
Contact Person: Robert Hird
Telephone#: [phone]
❑Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: South of source area
No. of wells to be sampled: 5
❑ Water Source Heat Pump ❑ Other:
from Permit
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-16
Date sample collected: 12/23/09
FIELD ANALYSES:
WAS
Well Depth: 29.0 ft.
Well Diameter: 2 in.
pH NA units Temp. NA °C
DRY at
Depth to Water Level: 4.16 ft. below measuring point
Screened interval: unk ft. to
unk
ft. Spec. Cond. NA µMhos
time of
Measuring Point is -0.14
g ft. above land
Relative M.P. Elevation: 38.86 ft.
Odor None
sampling,
check
Volume of water pumped/balled before sampling:
12 gallons
Appearance Clear
here: ❑
Samples for metals were collected unfiltered: ❑YES
El and field acidified: ❑YES 1-1 NO
LABORATORY INFORMATION
Date sample analyzed: 12/27/09
Laboratory Name: Pace Analytical Services, Inc. Certification No. 12
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations_.
COD mg/I
Nitrite (NO2) as N
mg/I
Pb - Lead mg/I
Coliform: MF Fecal /100ml
Nitrate (NO3) as N
mg/l
Zn - Zinc mg/I
Coliform: MF Total /100ml
Phosphorus: Total as P
mg/I
(Note: Use MPN method for highly turbid samples)
Orthophosphate
mg/I
Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total mg/I
Al - Aluminum
mg/I
tetrachloroethene - 0.0098 mgA
pH (when analyzed) 5.9 units
Ba - Barium
mg/l
TOC mg/I
Ca - Calcium
mg/I
Chloride mg/I
Cd - Cadmium
mg/I
Arsenic mg/I
Chromium: Total
mg/I
Grease and Oils mg/I
Cu - Copper
mgA
ORGANICS: (by GC, GC/MS, HPLC)
Phenol mg/I
Fe - Iron
mg/I
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate mg/I
Hg - Mercury
mg/1
Report Attached? ® Yes (1) ❑ No (0)
Specific Conductance uMhos
K- Potassium
mgfl
VOC method # 624
Total Ammonia mg/I
Mg - Magnesium
mg/I
method #
(Ammonia. Nitrogen; NH3as N; Ammonia Nitrogen, Total)
Mn - Manganese
mg/I
method #
TKN as N mg/I
Ni - Nickel
mg/I
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
inee (or Autnorized Agent) Name and title - Please print or type Signature of PermltteaTor AUhorized /6nt)
GW-59 Rev.1/2007 v

SUBMIT FORM ON YELLOW PAPER ONLY
OUNDWATER QUALITY MONITORING:
MPLIANCE REPORT FORM
TY INFORMATION mease rrintweany or i ype
Name: Gaston County Dyeing Machine
Name (if different):
Address: 200 South Main Street
By ``b"" NC County Gaston
act Person: Robert Hird Telephone#: [phone]
Location/Site Name: North of source area No. of wells to be sampled: 5
\RTMENT OF ENVIRONMENT & NATURAL RESOURCES
3ON OF WATER QUALITY -INFORMATION PROCESSING UNIT
MAIL SERVICE CENTER RALEIGH, NC 27699.1617 Phone:
!RMIT Number: Expiration Date: 11.4-10//'2
n-Discharge W00008907 UIC ��
'DES Other
'PE OF PERMITTED_ OPERATION BEING MONITORED
13 Lagoon ❑ Remediation: Infiltration Gallery
❑ Spray Field R Remediation:
❑ Rotary Distributor ❑ Land Application of Sludge
❑ Water Source Heat Pump ❑ Other:
WELL ID NUMBER (from Permit): RW-1
Well Depth: 50.0 ft.
Depth to Water Level: unk ft. below measuring point
Measuring Point is unk ft. above land surface
Volume of water pumped/bailed before sampling:
Samples for metals were collected unfiltered: OYES
Date sample collected: 12/23/09
Well Diameter: 6 in.
Screened Interval: unk ft. to
Relative M.P. Elevation: 75.35 ft,
gallons
❑ NO and field acidified: ❑ YES ❑ NO
unk ft.
FIELD ANALYSES:
pH NA units Temp. NA °C
Spec. Cond. NA µMhos
Odor None
Appearance Clear
WAS
DRY at
time of
sampling,
check
here: ❑
LABORATORY INFORMATION
Date sample analyzed: 12/27/09
Laboratory Name: Pace Analytical Services:, Inc. Certification No. 12
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD mg/I
Nitrite (NO2) as N
mg/I
Pb -Lead mg/I
Coliform: MF Fecal 1100ml
Nitrate (NO3) as N
mgA
Zn - Zinc mgA
Coliform: MF Total /100ml
Phosphorus: Total as P
mg/I
(Note: use MPN method for highly turbid samples)
Orthophosphate
mgll
Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total mg/I
Al - Aluminum
mg/I
tetrachloroethene - 0.0063 mg/I
pH (when analyzed) &6 units
Ba - Barium
mgA
TOC mg/I
Ca - Calcium
mg/I
Chloride mg/I
Cd - Cadmium
mg/I
Arsenic mg/1
Chromium: Total
mg/I
Grease and Oils mg/1
Cu - Copper
mg/I
ORGANICS: (by GC, GC/MS, HPLC)
Phenol mg/I
Fe - Iron
mg/l
(Specify test and method#. ATTACH LAB REPORT.)
Sulfate mg/I
Hg - Mercury
mg/I
Report Attached? R Yes (1) ❑ No (0)
Specific Conductance uMhos
K- Potassium
mg/I
VOC method # 624
Total Ammonia mg/I
Mg - Magnesium
mg/I
method #
(Ammonia Nitrogen; NH3as N; Ammonia Nitrogen, Total)
Mn - Manganese
mg/I
method #
TKN as N mg/I
Ni - Nickel
mgA
method #
For Rernediation Systems Only (Attach Lab Reports); Influent Total VOCs, 10 �4- �)' mg/L Effluent Total VOCs: < 10# 005— lmg/L VOC Removal% 1400
1 certifythat, to the best of my knowledge and belief, the information submitted in this report is true, aceurate; and complete, and that the laboratory analytical data was produced using approved methods of anaiysis by
OWQ-certified laboratory. 1 am aware that there are significant penal€ies for submitting false information, including the possibility of fines and imprisonment for knowing violations.

GW_59A, ORIPL IA CE {+REPORT FORM e—milt h!
(SHIJI ai! afire e:Ic12 M0Hii0J'h7,,rPz,-iecl WWI Gl -59 fornzs.J
1
Enter date monitoring results were due. f l Will this monitoring report (GIN-59 and GW-59A)
ES
NO
be submitted after the established due date.
B
Was any required information missing on the GW-59 report forms?
NO
IF the answer to question 1 or 2 is 'YES" list in the space provided below the well identification number(s) and
explain the problems encntpred 'n obtain�'g the required information. r
j S C✓ '1 � (�" f �'► ar" `� C ✓£ �tH%C�# !S e✓a�t s Ce ✓ S L'v'UG
101�SUVIV 04° �t4
3
Are any of the monitor wells in need of repair or maintenance (damaged casing, unlocked or missing cap, missing
YES
NO
identification plate, area overgrown, etc)? If the annver is "Yes ", contact the Regional Officefor guidance.
4
Are any monitored constituents equal to or above the established standards?
YE
NO
If the answer to question 4 is 'NO" skip to section 8.
If the answer to question 4 is "YES" list the affected wells individually with constituents) and concentration(s)
exceeding standards in the space provided below. �C
/J'J tJ 0, 00 Q rvt� /Z
/Zi ()—fc( Da 0 1"
91V-i
0;0063
5
For the constituents identified in question 4 above, have standards been exceeded previ sly for the
ES
NO
same constituent(s) in the same well(s) in the last two years?
If the answer to question 5 is "NO" skip to section B.
if the answer to question 5 is "YES" fist in the space provided below, each well with constituent(s) exceeding
standards, concentration(s) reported, and mple collection dap for each occurrence (for the last two years).
o'i
io PcC:
O i q F (3� , Do CIO CaHcen
-sy , rO-L r,n t5­7 0l a
w- r 0 ,1J oS Dab !
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YES
NO
ff the answer is "YES", a groundwater quality problem maybe occurring. CONTACT THE REGIONAL
OFFICE IMMEDIATELY FOR GUIDANCE. If the answer is "NO", monitoring wells may be impropedy
located; contact the Regional Office.
7
Is the permittee implementing previously approved actions required by the Division involving this
YES
NO
groundwater quality problem?
If the answer to question 7 is "YES", describe those actions in the space provided below.
ff the answer to question 7 is "NO", contact the Regional Office within 90 days. an evaluation may be
required to determine the impact the waste disposal system'is havin_a at the review and compliance
boundaries surrounding this facility. Failure to do so may subiect the permittee to a Notice of Violation,
fines, and/or penalties.
�11.4�-
�
g
The person completing this portion (GW-59A) of the monitoring report should sign below and submit this
form with GW-59 forms for required wells to the address provided at the top of the current GW-59 form.
1 hereby acknowledge that the above informatio was evaluated. and tie information submitted in ttiis ,
report (Compharice Report GW=59A) is:"d antl complete to the' best of my knowledge.
,
Si nat of Permitt or horiz gent) Date

A
s
SUBMIT FORM ON YELLOW PAPER ONLY
DEPARTMENT OF ENVIRONMENT $ NATURAL RESOURCES -
GROUNDWATER QUALITY MONITORING:
DIVISION OF WATER QUALITY -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1617MAIL SERVICE CENTER, RALEIGH,NC27699.1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 11/30/09
Facility Name: Gaston County Dyeing Machine
Non -Discharge WQ0008907 UIC
NPDES Other
Permit Name (if different):
Facility Address: 200 South Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
Stanley """ " NC County Gaston
"'"' `"'
❑ Spray Field ® Remediation:
Contact Person: Robert Hird
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Center of source
No. of wells to be sampled: 5
Irom Parmd
❑ Water Source Heat Pump ❑ Other:
SAMPLJNG INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-3
Date sample collected: 11/3/08
FIELD ANALYSES:
WAS
Well Depth: 42.9 ft.
Well Diameter: 4 in.
pH NA units Temp. NA eC
DRY at
Depth to Water Level: 32.33 ft. below measuring point
Screened Interval: unk ft. to
unk
ft. Spec. Cond. NA µMhos
time of
sampling,
Measuring Point is 0.57 ft. above land surface
Relative M.P. Elevation: 78.71 ft.
Odor none
check
Volume of water pumped/bailed before sampling:
15 gallons
Appearance clear
here: ❑
Sam les for metals were collected unfiltered: ❑YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: t//7/ a
LaboratoryName: Pace Analytical Services, Inc. Certification No. 12
PARAMETERS NOTE: Values slYould reflect dissolved
and colloidal concentrations.
COD mg/I
Nitrite (NO2) as N
mg/I
Pb - Lead mg/I
Coliform: ME Fecal 1100ml
Nitrate (NO3) as N
mg/I
Zn - Zinc mg/I
Coliform: ME Total /100ml
Phosphorus: Total as P
mg/I
(Note: Use MPN method for highly turbid samples)
Orthophosphate
mg/I
Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total mg/I
Al - Aluminum
mg/1
pH (when analyzed) 6.4 units
Be - Barium
mg/I
TOC mg/I
Ca - Calcium
mg/I
Chloride mg/I
Cd - Cadmium
mg/I
Arsenic mg/I
Chromium: Total
mg/I
Grease and Oils mg/I
Cu - Copper
mg/I
ORGANICS: (by GC, GC/MS, HPLC)
Phenol mg/I
Fe - Iron \
mg/I
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate mg/I
Hg - Mercury
mg/I
Report Attached? ® Yes (1) ❑ No (0)
Specific Conductance µMhos
K - Potassium
mg/I
VOC method # 624
Total Ammonia mg/I
Mg - Magnesium
mg/I
method #
(Ammonia Nirogen; NH,,as N; Ammonia Nitrogen, Total)
Mn -Manganese
mg/I
,method #
TKN as N mg/I
Ni - Nickel
mg/I
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs:
TA Y-19 5 D. ►`1 Z1-), ),,1 ns I,A L t %i A,-jk r��
Permittee for Authorized Agent) Name and Title - Please print or type
GW :59 Rev. 112007
�CE6EOd
I DEC - 8 2008
mg/L VOC Removal
e- -
(Date)
-Aquifer Protection

f
SUBMIT FORM ON YELLOW PAPER ONLY
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDVIATEFI, (.;WALITY MONITORING:
DIVISION OF WATER QUALITV-INFORMATION PROCESSING UNIT
COMPLIAIhICERhaf°ORTFORM
617MAIL SERVICE CENTER, RALEIGH,NC27699-1617 Ph6ne(919)7333221
PERMIT Number: Expiration Date: 11/30/09
Fa4CILITt'IPb°ORh9,(t]fl;;ijj Please Print clearly of Type
Facility Name: Ci@sbon County Dyeing Machine
Non -Discharge W00008907 UIC
NPDES Other
Permit Name (if difle •enh:
Facility Address: . 0-0 '.youth Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
Stanley �ry "`"' NC County Gaston
" `
❑ Spray Field ® Remediation:
Contact Person: Robert Hird
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
uell Localioli'Site f•lal"rll : North Of SOUfCe area
No. of wells to be sampled: 5
rrom Pem,a
❑ Water Source Heat Pump ❑ Other:
_
SAMPLING ONFORNIA "ION
jIfWELL
LL ID NUMBER: (rrTnn Permit): MW-5.1
Date sample collected:
11/3/08
FIELD ANALYSES:
WAS
II Depth:
65.69 ft.
Well Diameter:
4 in.
pH NA units Temp. NA eC
DRY at
)th to Water Level:
41.87 ft. below measuring point
Screened Interval:
unk ft. to unk ft.
Spec. Cond. NA µMhos
time of
.
sampling;
asuring Point is
1.31 ft. above land surface
Relative M.P. Elevation:
92.26 ft.
Odor none
check
ume of water purnp(:::1/bailed
before sampling:
40 gallons
Appearance clear
here:❑
71—
n 71..
n..'
sample analyzed: Irr '&
Laboratory Name:
Pace Analytical Services, Inc. Certification No. 12
tAMETERS PdOTi'r.-.: Values should reflect
dissolved and
colloidal concentrations.
COD
mgd
Nitrite (NOz) as N
mg/I
Pb - Lead mg/I
Coliform: MF F::Ical
/100ml
Nitrate (NO3) as N
mg/I
Zn - Zinc mg/I
Coliform: MF 7'olal
1100ml
Phosphorus: Total as P
mg/I
(Nnle: 19se MPN rnn':hc:: for highly turbid samples)
Orthophosphate
mg/I
Other (Specify Compounds and Concentration Units):
Dissolvers Solids: Total
mg/I
Al -Aluminum
mg/I-
pH (when analyzed)
7.0 units
Be - Barium
mg/I
TOC
mg/I
Ca - Calcium
mg/I
C,Hot r de
mg/I
Cd- Cadmium
mg/I
r a:sc:lic
mg/I
Chromium: Total
mg/I
Grease aar'd Cils
mg/I
Cu- Copper
mg/1
ORGANICS: (by GC, GC/MS, HPLC)
PI"lr::rtol
mg/I
Fe - Iron
mg/l
(Specify test and method #. ATTACH LAB REPORT.)
;u11'ate
mg/I
Hg - Mercury
mg/I
Report Attached? ® Yes (1) ❑ No (0)
Specific, Condidar•ce
µMhos
K - Potassium
mg/I
VOC , method # 624
Total Ar1Rr..ria
mg/l
Mg - Magnesium
mg/I
method #
(amrw,i� Nlbogun 9I-;aa N; AmmwNa Niuogen, Total)
Mn - Manganese
mg/I
, method #
TKf•, a : N
mg/I
Ni -Nickel
mg/I
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs:
n'a!nnittee for kithorzed -le .) Name and Title - Please print or twe �— Signature 9 Permiltee (or Authorized Aqent)
GW-59 Rev. 1,2007
DEC - 8 2008
DWID - ."Abhor Protection
VOC Removal%
(Date)

4
SUBMIT FORM ON YELLOW PAPER ONLY
EP,ARTMENTOEENVIRONMENT &NATURAL RESOURCES a
GROUNDWATER QUALITY MONITORING:
nnswnioFwAiERuuauTvtNFORanaroNPRocesswcuNlr ->
COMPLIANCE REPORT FORM
fif7MAILSERVICECEN'fERRaLEIGH;NC27999f617,Plone,i(919j7311221,...i{
FACILITY INFORMATION Please Print Clearly orType
PERMIT Number: Expiration Date: 11/30/09
Facility Name: Gaston County Dyeing Machine
Non -Discharge WQ0008907 UIC
NPDES Other
Permit Name (if different):
Facility Address: 200 South Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infltration Gallery
StanleyNC County Gaston
❑ Spray Field ®Remediation:
Contact Person: Robert Hird
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Southwest of source area
No. of wells to be sampled: 5
ham Permit
❑ Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-7 (7B)
Date sample collected: 11/3/08
FIELD ANALYSES:
WAS
Well Depth: 56.5 ft.
Well Diameter: 2 in.
pH NA units Temp. NA eC
DRY at
Depth to Water Level: 33.08 ft. below measuring point
Screened Interval: unk ft. to
unk
ft. Spec. Cond. NA µMhos
time of
sampling,
MeasuringPoint is 2.43 ft. above land surface
Relative M.P. Elevation: 77.78 ft.
Odor none
check
olume of water pumped/bailed before sampling: 12 gallons
Appearance Clear
here:
Samples for metals were collected unfiltered: ❑YES FIND
and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION Date sample analyzed: f / �/�
7 a
Laboratory Name: Pace Analytical Services, Inc. Certification No. 12
PARAMETERS NOTE: Values hs ould reflect dissolved and colloidal
concentrations.
COD mg/I
Nitrite (NO2) as N
'mg/1
Pb - Lead mg/I
Coliform: ME Fecal /100ml
Nitrate (NO,) as N
mg/I
Zn - Zinc mg/I
Coliform: MF Total /100ml Phosphorus: Total as P
mg/I
(Nme: use MPN method for higNy Iurbid samples)
Orthophosphate
' mg/I
: ' Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total - mg/I
Al - Aluminum
mg/I
pH (when analyzed) 5.9 units
Ba - Barium
mg/I
TOC mg/I
Ca - Calcium
mg/I
Chloride mg/I
Cd - Cadmium
mg/I
Arsenic mg/I
Chromium: Total
mg/I
Grease and Oils mg/I
Cu - Copper
mg/I
ORGANICS: (by GC, GC/MS, HPLC)
Phenol mg/I
Fe - Iron
mg/I
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate mg/l
Hg - Mercury
mg/I
Report Attached? ® Yes (1) ❑ No (0)
Specific Conductance µMhos
K - Potassium
mg/I
VOC method # 624
Total Ammonia mg/I
Mg - Magnesium
mg/I
method #
(Aram nla Nitrogen; NHaas N; Ammonia Nitrogen. Total)
Mn -Manganese
mg/I
,method #
TKN as N mg/I
Ni - Nickel
mg/I
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs:
Perminee (or Authorized Agent) Name and Title - Please -print or type ^�
GW-59 Rev. 1/2007
mg/L Effluent Total VOCs:
ME
DEC 8 2008
DWO - r1t-<<i er �r-r,tection
VOc

DWATER QUALITY MONITORING:
IANCE REPORT FORM
TY INFORMATION wease runt weany or i ype
Name: Gaston County Dyeing Machine
Name (if different):
Address: 200 South Main Street
NC
SUBMIT FORM ON YELLOW PAPER ONLY
County Gaston
tact Person: Robert Hird Telephone#: [phone]
Location/Site Name: South of source area No. of wells to be sampled: 5
LID NUMBER (from Permit): MW-14
Depth: 25.0 ft.
i to Water Level: 13.44 ft. below measuring point
Turing Point is -0.15 ft. above land surface
ne of water pumped/bailed before sampling:
)les for metals were collected unfiltered: DYES
PERMIT Number:
Expiration Date: 11/30/09
Non -Discharge W00008907
UIC
NPDES
Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon
❑ Remediation: Infiltration Gallery
❑ Spray Field
® Remediation:
❑ Rotary Distributor
❑ Land Application of Sludge
❑ Water Source Heat Pump
❑ Other:
If WELL
Date sample collected: 11 /3/08
Well Diameter: 2 in.
Screened Interval: unk ft. to unk ft.
Relative M.P. Elevation: 52.31 ft.
6.0 gallons
FIELD ANALYSES:
pH NA units Temp. NA aC
Spec. Cond. NA µMhos
Odor none
Appearance clear
at
of
sample analyzed: (!4� %��y
Laboratory Name: Pace Analytical Services, Inc: Certification No. 12
AMETERS NOTE: Values shout reflect
dissolved and
colloidal concentrations.
COD
mg/I
Nitrite (NO2) as N
mg/I
Pb - Lead mg/I
Coliform: MF Fecal
/100ml
Nitrate (NO3) as N
mg/I
Zn - Zinc mg/I
Coliform: MF Total
/100ml
Phosphorus: Total as P
mg/I
(Nola: Use MPN melbod for highly l.bid samples)
Orthophosphate
mg/I
Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total
mg/I
At - Aluminum
mg/I = =
tetrachloroethene - 0.0157 mg/I
pH (when analyzed)
5.9 units -
Ba - Barium
mg/I
TOC
mg/I
Ca - Calcium
mg/I
Chloride
mg/I
Cd - Cadmium
mg/I
Arsenic
mg/I
Chromium: Total
mg/I
Grease and Oils
mg/I
Cu - Copper
mg/I
ORGANICS: (by GC. GC/MS, HPLC)
Phenol
mg/I
Fe - Iron
mg/I
(Specify test and method #- ATTACH LAB REPORT.)
Sulfate
mg/I
Hg - Mercury
mg/I
Report Attached? ® Yes (1) ❑ No (0)
Specific Conductance
µMhos
K - Potassium
mg/I
VOC , method # 624
Total Ammonia
mg/I
Mg - Magnesium
mg/I
method #
(Ammonia Nitrogen; NH,,, N; Am ml I'sl g.o, Tolag
Mn - Manganese
mg/I
method #
TKN as N
mg/I
Ni - Nickel
mg/I
, method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs:
Pennittee (or Authorized Agent) Name and Tale -Please print or type ^�
GW-59 Rev. 1/2007
DEC - 8 2008
i s DE �NR MR0..-_.�
_ D`A10 - Aq, lifer Protection
Effluent Total VOCs:
mg/L VOC Removal
a r
t

0
SUBMIT FORM ONYFL I nW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
givisioN
COMPLIANCE REPORT FORM
FACILITY INFORMATION Pjeas Print Clearly or Type
PERMIT Number: Expiration Date: 11/30/09
Facility Name: Gaston County Dyeing Machine
Non -Discharge W00008907 UIC
NPDES — Other
Permit Name (if different):
Facility Address: 200 South Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
El Lagoon El Remediation: Infiltration Gallery
Stanley NC County Gaston
0,l,�O .,­p;
El Spray Field 9 Remediation:
Contact Person: Robert Hird
Telephone#: [phone]
0 Rotary Distributor El Land Application of Sludge
Well Location/Site Name: South of source area
No. of wells to be sampled: 5_
hom Permit
El Water Source Heat Pump E3 Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-16
Date sample collected: 11 /3108
FIELD ANALYSES:
WAS
Well Depth: 29.0 ft.
Well Diameter: 2 in.
pH NA units Temp. NA *C
DRY at
Depth to Water Level: 5.22 ft. below measuring point
Screened Interval: unk ft.
to unk
ft. Spec.Cond. NA liMhos
time of
sampling,
Measuring Point is -0. 14 ft. above land surface
Relative M.P. Elevation: 38.86 ft.
Odor none
check
Volume of water pumped/bailed before sampling:
12 gallons
Appearance clear
here* ❑
Samples for metals were collected unfiltered: El YES
El NO and field acidified: 11 YES ONO
LA13ORATORYINFORMATION
Date sample analyzed: I f
Laboratory Name: Pace Analytical Services, Inc. Certification No. 12
PARAMETERS NOTE: Values shlould reflect dissolved
and colloidal' concentrations.
COD Mgt]
Nitrite (NO2) as N
Mg1I
Pb - Lead mg/I
Coliform: MF Fecal /loom]
Nitrate (NO3) as N
mg/I
Zn -Zinc MO
Coliform: MF Total /looml
Phosphorus: Total as P
_Mg1I
(Note: use MPN method for highly turbid samples)
Orthophosphate
MgA
Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total mg/I
At - Aluminum
mg/I
tetrachloroethene - 0.0133 mg/I
pH (when analyzed) 6.1 units
Ba -Barium
_Mg/I
TOC_ mg/I
Ca - Calcium _mgll
Chloride — mg/I
Cd -Cadmium - -_
-_mgfl
Arsenic -mg/I
Chromium: Total
mg/I
Grease and Oils — Mg1I
Cu - Copper _mg/I
ORGANICS: (by GC, GC/MS, HPLC)
Phenol— mg/1
Fe - Iron
mg/I
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate mg/I
Hg - Mercury
mg/I
Report Attached? 9 Yes (1) El No (0)
Specific Conductance gMhos
K - Potassium
mg/I
voc method # 624
Total Ammonia mg1l
Mg - Magnesium
mg/I
method 9
(Ammonia Nii,ogen; NH- N; Ammorda Nieot,­ T,1.1)
Mn - Manganese
mg/I
method #
TKN as N mg/I
Ni - Nickel
mg/I
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs:
Pemidee (or Authored PN.irn. and Title - Please print .1 ipe�
GW-59 Rev. 112007
Effluent Total VOCs:
D E
DEC - 8 2008
DE"NIR MR0
DWO - Abiji-for Protection
VOC Removal%
-2-40

t
e
RtlRMlTFnRm ONYFI I OW PAPER ONLY
EPARTMENT.-PF,,,-EWRONMENT&" �NATULRESPtJRCES,,�-',�-
GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
ii7,aAILSIiRVICEcEN K.R415 NC4769T617,7,",Pftnq!f9 9) 221L"e
FACILITY INFORMATION Please Print
Clearly or Type
PERMIT Number: Expiration Date: 11/30/09
Facility Name: Gaston County Dyeing Machine
Non -Discharge WQ0008907 UIC
NPIDES Other
Permit Name (if different):
FacilityAddress: 200 South Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
El Lagoon El Remediation: Infiltration Gallery
Stanley NC County Gaston —
0 Spray Field R1 Remediation:
Contact Person: Robert Hird
Telephone#: [phone]
—
11 Rotary Distributor El Land Application of Sludge
Well Location/Site Name: North of source area
No. of wells to be sampled: 5_
El Water Source Heat Pump El Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): RW-1
Date sample collected: 1113/08
FIELD ANALYSES:
WAS
Well Depth: 50.0 ft.
Well Diameter: 6 in.
pH NA units Temp. NA *c
DRY at
Depth to Water Level: unk ft. below measuring point
Screened Interval: unk ft.
—
to unk
—
ft. Spec.Cond. NA pMhos
time of
sampling,
Measuring Point is unk ft. above land surface
Relative M.P. Elevation: 75.35 ft.
Odor none
check
Volume of water pumped/bailed before sampling: _gallons
Appearance clear
here: ❑
Samples for metals were collected unfiltered: DYES
ONO and field acidified: DYES El NO
LABORATORY INFORMATION
Date sample analyzed* i I 1110le
Laboratory Name: Pace Analytical
Services, Inc. Certification No. 12
PARAMETERS NOTE: Values shbuld'reflect dissolved
and colloidal concentrations.
COD mg/I
Nitrite (NO2) as N
mg/I
Pb - Lead mg/I
Coliform: ME Fecal 1100ml
Nitrate (NO3) as N
mg/I
Zn - Zinc mg/I
Coliform: MF Total /100ml
Phosphorus: Total as P
mg/I
(Nola: Use MPN m,khd for highly (wbid—pl-)
Orthophosphate
mg/I
Other (Specify Compounds and Concentration Units):
Dissolved Solids: Total mg/I
Al - Aluminum _mg/I
tetrachloroethene -
pH (when analyzed) units
Ba - Barium
mg/I
TOC mg/I
Ca - Calcium —mg/I
Chloride mg/I
Cd - Cadmium
mg/I
Arsenic mg/I
Chromium: Total_
mg/I
Grease and Oils mg/I
Cu - Copper_
mg1l
ORGANICS: (by GC, GC/MS, HPLC)
Phenol mg/I
Fe - Iron
mg/I
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate mg/I
Hg - Mercury
MgA
Report Attached? 10 Yes (1) El No (0)
Specific Conductance VMhos
K - Potassium
mg/I
VOC — .method# 624
Total Ammonia mg/I
Mg - Magnesium _mg/I
method #
(Pm­ia Nitrogen; NH,w N; Ammonia Nt,,,­ T-1)
Mn - Manganese _mg/I
method #
TKN as N mg/I
Ni - Nickel _mg/I
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs:
-J 1- Z�Z hA
enn'uthonzed r,afqL
le --Please plintortype
GW-59 Rev. 1/2007
mg/L Effluent Total VOCs:
of Pfilp�i �ee 'to"r Autholized Agent)
D
DEC 8 2098
C
D F.
DINGP
-
DING
A, r iCti0
n
VOC Removal%
4Z - -?- -0
(Date)