WQ0008907_Monitoring (Report)_20161130

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GROUNDWATER MONITORING REPORT
GASTON COUNTY DYEING MACHINE
COMPANY
STANLEY FACILITY
GASTON COUNTY, NORTH CAROLINA
GROUNDWATER INCIDENT NO.: 0528
NPDES PERMIT NO. WQ0008907
PROJECT NO. RH16-5393
REPORT DATE: NOVEMBER 30, 2016
PREPARED FOR:
MR. SCOTT DAVIS
GASTON COUNTY DYEING MACHINE COMPANY
STANELY FACILITY
GASTON COUNTY, NORTH CAROLINA
PREPARED BY:
NOVA CONSULTING GROUP, INC.
115 UNIONVILLE INDIAN TRAIL ROAD, SUITE B-1
INDIAN TRAIL, NC 28079
[phone]
1", NOVAller
CONSULTING
Leaders in Environmental and Engineering Services

Corporate Headquarters
Minneapolis,MN
Serving our clients
Nationwide
NOVA
CONSULTING
December 15, 2016
Aquifer Protection Section
Groundwater Protection Unit
1636 Mail Service Center, Raleigh, NC 27699-1636
Re: Annual Groundwater Monitoring Report
Gaston County Dyeing Machine Company
Stanley Facility
Gaston County, North Carolina
Groundwater Incident No. 0529
NPDES Permit No. WQ0008907
Nova Consulting Project No. RH16-5393
On behalf of Gaston County Dyeing Machine Company, Nova Consulting Group, Inc. (Nova) is
pleased to provide the attached Annual Groundwater Monitoring Report for the above
referenced facility. Per the NPDES Permit requirements attached are two copies of the
November 2016 Annual report for your review.
Please review and call either David Stamps of Gaston County Dyeing Machine Company at
704-822-5182 or myself Robert Hird of Nova at 704-684-5976 or by email at
[e-mail]
Sincerely,
Nova Consulting Group, Inc.
RECEIVENNCDEQ/DWR
DEC 16 201&
Robert S. Hird, P.G., C.P.G. Water QuaiitV Reg]onal
Senior Vice President OPeratfons Sectrop
Attachment: Annual Groundwater Monitoring Report

I
NOVA
f
1.0 INTRODUCTION 1
2.0 ANNUAL GROUNDWATER MONITORING 2
3.0 SYSTEM OPERATIONS AND DECOMISSIONING 3
4.0 CONCLUSIONS AND RECOMMENDATIONS 4
5.0 REMARLKS 5
TABLES
1. Well Data
2. Summary of Groundwater Well Analytical Results
FIGURES
1. Topographic Map
2. Site Map
3. Groundwater Flow Direction (10/27/16)
4. Groundwater Concentration Map(10/27/16)
APPENDICES
A. Laboratory Analytical Results
B. GW-59 Forms
RECEIVED/NCDEQJDWR
DEC 16 2016
WoPeratioater Qualityns e9ional
Section
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GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH16-5393
PAGE i

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Nova Consulting Group, Inc. (Nova) prepared this Active Remediation Monitoring Report
on behalf of Gaston County Dyeing Machine (GCDM). This report summarizes current
treatment system operational data obtained on October 27, 2016. 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.
Nova 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-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. Per the July 5, 2013, letter
from NCDENR, the groundwater Remediation Permit No. WQ0008907 has been renewed with modifications and as of this report the NPDES permit was rescinded (Per GCDM
request) on June 2, 2016. In accordance with the new permit, GCDM was required to
permanently abandon the former recovery well RW-7 and monitoring well MW-3. On
November 26, 2013, Geologic Exploration completed the well closures on behalf of
GCDMC. Figure 2 is a Site Map detailing pertinent site features and monitoring well
locations.
GCDM had requested to terminate the remediation system and it was granted on June 2,
2016. As part of the decommissioning of the remediation system GCDM was required to
have the injection well properly abandoned by a certified well driller, and disassembly of
the remediation system which included; the removal of the pneumatic pumps and controls,
removal of the well pump from RW-1, the removal of the activated carbon filtration system,
and disposal of the carbon at an approved disposal facility. Nova completed the well
abandonment on October 27, 2016 as well as removed the pump from the well and
removed the carbon from the low-pressure carbon vessels for characterization and
disposal. Nova had collected the Carbon samples on September 9, 2016, and had them
analyzed for eight RCRA metals and volatile organic compounds per the toxicity
characteristic leaching procedure by PACE Laboratories. The laboratory results showed
the Spent Carbon to be non-hazardous. As of the writing of the report the waste carbon
has not been disposed, however, GCDM will be disposing of it within the next month
through Giant Resource Recovery. Upon completion of the disposal Nova will provide a
copy of the waste manifest to the North Carolina Department of Natural Resources as
proof of the disposal. The decommissioning report will be filed under a separate cover.
The remainder of the remediation equipment will be disposed of or recycled as
appropriate. The remainder of the monitoring wells will remain active until the Inactive
Hazardous Waste Division issues a no further action letter on the site.
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH16-5393
PAGE 1

NOV
CONSUL7?NC
10 ANNUAL AL l UNDW O I
Nova measured the depth to the water table in the on-site and off-site monitoring wells on October
27, 2016. 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 groundwater flow.
Nova collected water samples from monitoring wells MW-5, MW-7, MW-14, and MW-16 on
October 27, 2016. Nova submitted the groundwater 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. Per the laboratory analytical report, tetrachloroethene (PCE)
was detected at concentrations of 12.9 micrograms per liter (ug/L), 5.5 ug/L and 4.0 ug/L in the
groundwater samples that were collected from monitoring wells MW-7, MW-14, and MW-16,
respectively. A summary of the most recent and historical groundwater analytical results is
included in Table 2. The laboratory report for the 2016 sampling event is included in Appendix A.
Figure 4 is a PCE Concentration Map from the October 27, 2016, sampling event. The PCE
concentrations in wells MW-7, MW-14 and MW-16 remain steady with slight fluctuations year over
year. In general, the remaining concentrations observed in the groundwater are at trace levels and
are slowly degrading and diluting. See Table 2 and Figure 4 for the PCE concentrations.
Nova completed the required GW-59 forms for each well and will submitted them to the DENR
Groundwater Section, Permits and Compliance Units, as required by the non-discharge permit.
Copies of the GW-59 forms are included in Appendix B.
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH16-5393
PAGE 2

NOVklivr
The remediation system went down in October 2015 due to the air compressor had seased
working. Nova on behalf of GCDM began the dialogue with the inactive Hazardous Waste Branch
in December 2015 to turn the remediation system off since the source wells showed the source
area had been remediated to below detection limits and the remaining plume is being degraded
through natural attenuation. Based on those Conversations Nova and GCDM pursued the request
to terminate NPDES Permit and decommission the remediation system. GCDM received a letter
dated June 2, 2016 from the NCDENR approving the termination of the NPDES permit and
decommission the system. Therefore, the system has not operated since the October 2015
sampling event and subsequently did not sample the system. During the system operation period,
approximately 7,784,283 gallons had been treated and re-injected back into the aquifer. The
average flow rate was approximately 845.4 gallons per day. The effluent water was injected at an
average rate of approximately 0.59 gallons per minute with the injection well pressure readings
generally ranged between 2.0 and 5.0 pounds per square inch (psi). The pressure was below the
injection well permit maximum of 5.0 psi.
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH16-5393
PAGE 3

-1111k-
NOVA
CONSULT rG
01 1 1 f Alp • « V V 1 . 1
Tetrachloroethene (PCE) has historically been detected at concentrations exceeding state
standards in groundwater samples that have been collected at the site. However, these
concentrations have reduced over time to below detection limit in the source area. The
remaining contaminant plume down gradient of the source area has only trace concentrations
of PCE remaining. Recent sampling indicated PCE concentrations of 12.9 ug/L in MW-7
(formerly MW-7B), and 5.5 ug/L in MW-14, and 4.0 ug/L in MW-16. No impact was detected
of PCE in MW-5. The geometric plume shape has remained stationary and the contaminant
concentrations have been reduced through a combination of natural attenuation and removal
by the remediation system. The core of the plume has reduced in size and concentration to
only trace levels since the remediation system was activated.
The NPDES permit was rescinded as of June 2, 2016, and the system decommissioning was
completed on October 27, 2017 which included the removal of the pneumatic pump in RW-1,
the abandonment and closure of the injection well and the removal of the carbon filtration
system. The historic Influent and effluent sample results are included in Table 3 and show
that the source area has been remediated to below detection limits.
GCDM will continue to conduct annual groundwater sampling of the 4 monitoring wells until
the PCA concentrations reduce to below the regulatory limit and closure can be obtained.
I
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH16-5393
PAGE 4

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.C 3 R E
The analyses contained in this report represent Nova'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. Nova assumes this work and these statements to be accurate, but accepts no
responsibility for the quality and inaccuracies of this work and these statements.
This Report was prepared by Nova Consulting Group, Inc.
t „' !� 12/15/2016
Robert S. Hird P.G., C. P.G. Date
North Carolina Licensed Geologist No. 1247
I
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH16-5393
PAGE 5

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GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH16-5393
PAGE 6

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 NM NM
II 10/23/13 30.35 30.65 48.22
10/22/14 Well Blocked at 22 feet
10/15/15 32.24 32.54 46.33
11/27/16 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 2 OF 18
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 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
04/30/11 31.42 30.86 47.07
01/21/13 NM NM
01/23/13 30.80 30.24 47.69
10/22/14 31.14 30.58 47.35
10/15/15 32.05 31.49 46.44
11/27/16 32.59 32.03 45.90
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
1- 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 CREEN SECTION: UNK
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
04/30/11 32.01 31.44 46.70
01/21/13 33.35 32.78 45.36
10/23/13 31.64 32.78 45.36
11/26/13 Well Abandoned
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 TOTAL DEPTH: 65
LS ELEV: 90.95 CREEN SECTION: UNK
DEPTH FROM DEPTH FROM GROUND WATER
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
10/23/13 39.93 38.62 52.33
10/22/14 40.17 38.86 52.09
10/15/15 41.41 40.10 50.85
11/27/16 41.19 39.88 51.07
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 TOTAL DEPTH: 39.38
LS ELEV: 76.50 CREEN SECTION: 10 FEET
DEPTH FROM DEPTH FROM GROUND WATER
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
I 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 NM NM
10/23/13 33.90 33.28 43.22
10/22/14 34.32 33.70 42.80
10/15/15 34.91 34.29 42.21
11/27/16 35.57 34.95 41.55
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 GROUND WATER
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 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
10/23/13 25.55 24.31 46.76
11/26/13 Well Abandoned
NM - Not Measured
TOO - 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 CREEN SECTION: 5 FEET
DEPTH FROM DEPTH FROM GROUND WATER
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
10/23/13 32.19 29.76 45.59
10/22/14 32.49 30.06 45.29
10/15/15 32.81 30.38 44.97
11/27/16 33.41 30.98 44.37
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: 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
01/17/95 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
10/23/13 30.80 28.51 45.74
10/22/14 30.41 28.12 46.13
10/15/15 31.28 28.99 45.26
11/27/16 31.92 29.63 44.62
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 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 NM NM
10/23/13 22.55 22.05 50.25
10/23/14 23.15 22.65 49.65
10/15/15 23.26 22.76 49.54
11/27/16 24.49 23.99 48.31
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 10 OF 18
WELL NO: MW-9
TOC ELEV: 69.45 TOTAL DEPTH: 25.50
LS ELEV: 66.64 CREEN 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
04/30/11 19.44 16.63 50.01
01/21/13 NM NM
10/23/13 20.03 17.22 49.42
10/22/14 20.70 17.89 48.75
10/15/15 20.68 17.87 48.77
11/27/16 22.09 19.28 47.36
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 11 OF 18
WELL NO: MW-10
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
04/30/11 22.03 20.54 47.15
01/21/13 NM NM
10/23/13 22.40 20.91 46.78
10/22/14 22.93 21.44 46.25
10/15/15 22.92 21.43 46.26
11/27/16 23.25 21.76 45.93
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 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 GROUND WATER
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
01/21/13 NM NM
10/23/13 28.22 25.67 48.01
10/22/14 28.52 25.97 47.71
10/15/15 28.85 26.30 47.38
11/27/16 29.63 27.08 46.60
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 13 OF 18
WELL NO: MW-12
TOC ELEV: 77.45 TOTAL DEPTH: 34.00
LS ELEV: 75.99 CREEN 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
04/30/11 29.16 27.70 48.29
01/21/13 NS
10/23/13 DRY DRY
10/22/14 DRY DRY
10/15/15 32.10 30.64 45.35
11/27/16 33.37 31.91 44.08
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 GREEN 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
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
01/21/13 NM NM
10/23/13 12.35 12.38 46.52
10/22/14 12.81 12.84 46.06
10/15/15 12.51 12.54 46.36
11/27/16 14.13 14.16 44.74
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 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
04/30/11 12.67 12.82 39.64
01/21/13 12.83 12.98 39.48
10/23/13 12.97 13.12 39.34
10/22/14 13.25 13.40 39.06
10/15/15 NM
11/27/16 14.23 14.38 38.08
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 NM NM
10/23/13 22.07 22.22 39.85
10/22/14 22.54 22.69 39.38
10/15/15 22.85 23.00 39.07
11/27/16 24.03 24.18 37.89
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 17 OF 18
WELL NO: MW-16
' TOC ELEV: 38.86 TOTAL DEPTH: 29.00
LS ELEV: 39.00 CREEN 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
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
10/23/13 5.21 5.35 33.65
10/02/14 5.39 5.53 33.47
10/15/15 5.98 6.12 32.88
11/27/16 5.91 6.05 32.95
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 CREEN SECTION: UNK
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93 NM NA U N K
09/28/94 NM NA U N K
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 28.34
11/03/08 NM NM NM
12/23/09 NM NM NM
04/30/11 NM NM NM
01/21/13 NM NM NM
10/23/13 NM NM NM
10/22/14 NM NM NM
10/15/15 NM NM NM
11/27/16 29.46 28.54 27.62
NM - Not Measured
TOC - Top of Casing NA- Not Applicable
LS - Land Surface UNK- Unknown

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 1 of 16
MW-1
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 js�u all1 (mulL) (mq/L) (mq/L) jmq/L) (mg/L) jmq/L) jmq/Ll jmq/L) (mulL) jma/Ll
1/91 NA NA NA NA BQL BQL BQL 0.1800 BQL BQL BQL 0.1800
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
7/12/1995 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
4/25/1996 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
4/4/97 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
4/8/99 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
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
10/15/15 NA NA NA NA NA NA NA NA NA NA NA NA
10/27/16 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 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 fIM (SU) (mq/L) Jmq/L2 fmq/L) (mq/L) (mq/L) (mq/L) Jmq/L) (mq/Ll (ma/14 fmq/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
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
Well Abandoned
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 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 Trichioroethene VOC
Date Sampled fSU) (SU) (mq/L) fmq/L) fmg/L) jmq/L) (mq/L) (mulL) fmq/LZ (mq/Ll (mq/L) (mq/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
4/4/97 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
4/9/98 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
4/30/11 6.8 7.10 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
1/21/13 6 7.30 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/23/13 NA 6.40 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/22/14 NA 6.80 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/15/15 NA 6.70 0.64 BDL BDL BDL BDL BDL BDL BDL BDL DBL
11/27/16 5 6.50 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.0528
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 fS�U Sf__)l (mq/L) fmq/L) f gLiLi fmglLl (mglL) (mq/L) (mq/LZ (mq/Ll fmg/L) (mq/Ll
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
10/13/98 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
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
10/15/15 NA NA NA NA NA NA NA NA NA NA NA NA
10/27/16 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

=111.11111111111111111111M1091112.1nriall
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 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled fall SLUT (mq/L) fmq/LZ fmg/L) (m L (ma/L) (mq/L) fmq/Lj (mq/Ll (ma/L) (ma/L)
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
4/4/97 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
4/8/99 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
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Abandoned
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 fSU) (SUI (mq/L1 (mq/Ll rill_ (mNL) fmg/L) fmq/L) Jmq/LZ (mq/Ll f LIL) fmq/L)
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 1.500 BQL BQL BQL 1.5000
9/28/94 6 5.89 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 5.73 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
1/21/13 6 6.80 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/23/13 NA 5.80 NA NA BDL BDL BDL 0.0150 BDL BDL BDL 0.015
10/22/14 NA 6.30 NA NA BDL BDL BDL 0.0049 BDL BDL BDL 0.0049
10/15/15 NA 6.10 3.8 BDL BDL BDL BDL 0.0113 BDL BDL BDL 0.0113
11/27/16 5 5.80 NA NA BDL BDL BDL 0.0129 BDL BDL BDL 0.0129
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 7 of 16
MW-7C
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 (SU1 jIM (mq/L) fmq/L) fmq/L) jmq/L) (mq/L) (mq/L) fmq/L) (mq/LZ jmg/L) jmq/LZ
1/91 NA NA NA 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 6.14 2.4 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
1/17/95 6 6.07 34 0.18 BDL BDL BDL BDL BDL BDL BDL BDL
4/12/95 7 6.47 2.4 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
7/12/95 6 6.42 2.48 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/11/95 6 6.20 2.2 <0.01 BDL BDL BDL 0.0030 BDL BDL BDL 0.003
4/25/96 5.5 6.41 2.2 <0.01 BDL BDL BDL BDL BDL BDL BDL BDL
10/17/96 6.47 6.42 2.5 NA BDL BDL BDL BDL BDL BDL BDL BDL
4/4/97 7 6.45 2.4 NA BDL BDL BDL BDL BDL BDL BDL BDL
10/2/97 6 6.74 2.7 NA BDL BDL BDL BDL BDL BDL BDL BDL
4/9/98 NA 6.11 2.5 NA BDL BDL BDL BDL BDL BDL BDL BDL
10/13/98 7 6.61 NA NA BDL BDL BDL BDL 0.0051(1) BDL BDL 0.0051(1)
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
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
10/15/15 NA NA NA NA NA NA NA NA NA NA NA NA
11/27/16 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 8 of 16
MW-8
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 fSU) (SU) (m L (mq/L) fmq/L) fmq/L) (mglL) fmq/L) Jmq/L) Jmq/L! (mq/L) (mq/L)
1/91 NA NA 7.8 NA BQL BQL BQL 0.0110 BQL BQL BQL 0.0110
7/23/93 NA NA NA NA BQL BQL BQL BQL BQL BQL BQL BQL
9/28/94 6 5.12 6.4 0.06 BDL BDL BDL 0.0110 BDL BDL BDL 0.0110
1/17/95 5.5 5.19 35 0.14 BDL BDL BDL 0.0068 BDL BDL BDL 0.0068
4/12/95 6 5.72 6.7 <0.02 BDL BDL BDL 0.0040 BDL BDL BDL 0.0040
7/12/95 6 5.93 6.59 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/11/95 6 5.50 7.1 <0.01 BDL BDL BDL 0.0030 BDL BDL BDL 0.0030
4/25/96 6 5.63 6.3 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/17/96 5.58 5.59 5.7 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 5.56 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 5.61 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
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
10/15/15 NA NA NA NA NA NA NA NA NA NA NA NA
10/27/16 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 9 of 16
MW-9
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 (AM (SU) Jmq/L) Jmq/L) Jmq/L) Jmq/LZ (mq/LZ (mg/L) Jmq/L) Jmq/LZ (ma/L) Jmq/LZ
1/91 NA NA 2.4 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 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
4/4/97 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
4/8/99 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
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
10/15/15 NA NA NA NA NA NA NA NA NA NA NA NA
10/27/16 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 10 of 16
MW-10
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 LAM OM fmq/LZ fmq/L) fmg/L) fmq/L) (mq/L), (mq/L) fma/L1 (mq/LZ f LiL) fmq/L)
1/91 NA NA 2.6 NA BQL BQL BQL 0.5400 BQL BQL BQL 0.5400
7/23/93 NA NA NA NA BQL BQL BQL 0.2600 BQL BQL BQL 0.2600
9/28/94 6 5.87 6.9 <0.02 BDL BDL BDL 0.2700 BDL BDL BDL 0.2700
1/17/95 6 5.57 2.6 <0.02 BDL BDL BDL 0.2350 BDL BDL BDL 0.2350
4/12/95 6 5.72 3.1 <0.02 BDL BDL BDL 0.2020 BDL BDL BDL 0.2020
7/12/95 6 6.01 3.13 <0.02 BDL BDL BDL 0.2610 BDL BDL BDL 0.2610
10/11/95 6 5.80 3 <0.01 BDL BDL BDL 0.2240 BDL BDL BDL 0.2240
4/25/96 6 5.90 3.2 <0.01 BDL BDL BDL 0.1200 BDL BDL BDL 0.1200
10/17/96 5.95 5.90 2.8 NA BDL BDL BDL 0.0870 BDL BDL BDL 0.0870
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 6 5.95 NA NA BDL BDL BDL 0.1500 BDL BDL BDL 0.1500
4/9/98 NA NA NA NA NA NA NA NA NA NA NA NA
10/13/98 7 5.91 NA NA BDL BDL BDL 0.1400 BDL BDL BDL 0.1400
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
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
10/15/15 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/16 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

f
TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 11 of 16
MW-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 f (SUl (mq/L) Jmq/L) (mq/Ll (mq/L) (mq/L) (mg/L) (mq/Ll fmq/L) (mg/L) fmq/Ll
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
1/17/95 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 5.53 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
4/3/98 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 0.1900
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
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
10/15/15 NA NA NA NA NA NA NA NA NA NA NA NA
10/27/16 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

I
TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 12 of 16
MW-12
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) (mq/LZ Jmq/LZ (m L (mu/LZ (mu/L) (mq/L) (ma/Ll (mq/LI (ma/L) (mu/L)
1/91 NA NA 1.7 NA BQL BQL BQL 0.2000 BQL BQL BQL 0.2000
7/23/93 NA NA NA NA BQL BQL BQL 0.0510 BQL BQL BQL 0.0510
9/28/94 6 5.23 2.3 <0.02 BDL BDL BDL 0.2480 BDL BDL BDL 0.2480
1/17/95 5.5 4.31 1.3 <0.02 BDL BDL BDL 0.2400 BDL BDL BDL 0.2400
4/12/95 6 5.31 1.4 <0.02 BDL BDL BDL 0.0900 BDL BDL BDL 0.0900
7/12/95 6 5.82 1.61 <0.02 BDL BDL BDL 0.1240 BDL BDL BDL 0.1240
10/11/95 6 5.30 1.3 <0.01 BDL BDL BDL 0.1250 BDL BDL BDL 0.1250
4/25/96 6 5.28 1.4 <0.01 BDL BDL BDL 0.0750 BDL BDL BDL 0.0750
10/17/96 5.38 5.34 2.1 NA BDL BDL BDL 0.2000 BDL BDL BDL 0.2000
4/4/97 7 5.11 10 NA BDL 0.0054 BDL 0.2900 BDL BDL BDL 0.2954
10/2/97 6 4.95 16 NA BDL BDL BDL 0.2700 BDL BDL BDL 0.2700
4/9/98 NA 4.57 13 NA BDL BDL BDL 0.2200 BDL BDL BDL 0.2200
10/13/98 6 5.00 NA NA BDL BDL BIM. 0.1600 BDL BDL BDL 0.1600
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
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
10/15/15 NA NA NA NA NA NA NA NA NA NA NA NA
10/27/16 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 13 of 16
MW-13
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 a11.1 fS�U (mq/L) (mq/L) fmq/L) Jmq/Ll (mq/L) (mq/L) fma/L) (mq/L2 (mq/L1 Jmq/L)
1/91 NA NA 1.91 NA BQL BQL BQL BQL BQL BQL BQL BQL
7/23/93 NA NA NA NA BQL BQL BQL 0.0400 BQL BQL BQL 0.0400
9/28/94 6 5.74 23.0 <0.02 BDL BDL BDL 0.0647 BDL BDL BDL 0.0647
1/17/95 5.5 5.42 2.4 <0.02 BDL BDL BDL 0.0417 BDL BDL BDL 0.0417
4/12/95 6 5.79 2.6 <0.02 BDL BDL BDL 0.0410 BDL BDL BDL 0.0410
7/12/95 6 5.61 3.13 0.02 BDL BDL BDL 0.0295 BDL BDL BDL 0.0295
10/11/95 6 5.60 28.0 <0.01 BDL BDL BDL 0.0350 BDL BDL BDL 0.0350
4/25/96 6 5.72 2.4 <0.02 BDL BDL BDL 0.0190 BDL BDL BDL 0.0190
10/17/96 5.62 5.71 2.4 NA BDL BDL BDL 0.0290 BDL BDL BDL 0.0290
4/4/97 6 5.77 2.2 NA BDL BDL BDL 0.0140 BDL BDL BDL 0.0140
10/2/97 6 6.25 2.5 NA BDL BDL BDL 0.0240 BDL BDL BDL 0.0240
4/9/98 NA 5.40 2.4 NA BDL BDL BDL 0.0200 BDL BDL BDL 0.0200
10/13/98 6 5.77 NA NA BDL BDL BDL 0.0190 BDL BDL BDL 0.0190
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 i
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA 1
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA I
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
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
10/15/15 NA NA NA NA NA NA NA NA NA NA NA NA
10/27/16 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

MID Ell
TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
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) (mq/L) fmq/L) fmq/Ll (mg/L) (muIL) (mq/L) Jma/LZ (mq/L) (mq/L) jmq/L)
1/91 NA NA 10.7 NA BQL BQL 0.010 10.500 BQL BQL BQL 10.5100
7/23/93 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 0.0045 BDL BDL 0.2180 BDL BDL 0.002 0.2245
4/12/95 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 5.54 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 5.79 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 5.82 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 5.78 3.8 NA BDL BDL BDL 0.0170 BDL BDL BDL 0.0170
10/24/07 NA 5.90 NA NA BDL BDL BDL 0.0200 BDL BDL BDL 0.2000
11/3/08 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
4/30/11 6.1 5.80 NA NA BDL BDL BDL 0.0095 BDL BDL BDL 0.0095
1/21/13 6 7.50 NA NA BDL BDL BDL 0.0097 BDL BDL BDL 0.0097
10/23/13 NA 5.70 NA NA BDL BDL BDL 0.0084 BDL BDL BDL 0.0840
10/22/14 NA 6.00 NA NA BDL BDL BDL 0.0068 BDL BDL BDL 0.0068
10/15/15 NA 5.90 2.9 0.044 BDL BDL BDL 0.0057 BDL BDL BDL 0.0057
11/27/16 4.5 5.80 NA NA BDL BDL BDL 0.0055 BDL BDL BDL 0.0055
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

NIB
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 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethene Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled (SU) (SU) (mq/L1 fmq/L) fmq/LZ Jmq/L) (mq/Ll Jmq/L) (mq/Ll fmq/L) (mgIL1 fmq/Ll
1/91 NA NA 2.91 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 5.73 3.1 0.08 BDL BDL BDL BDL BDL BDL BDL BDL
1/17/95 5.5 5.21 2.8 0.19 BDL BDL BDL BDL BDL BDL BDL BDL
4/12/95 5 5.27 2.8 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
7/12/95 6 6.07 2.86 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/11/95 6 5.60 2.9 <0.01 BDL BDL BDL 0.0034 BDL BDL BDL 0.0034
4/25/96 6 5.63 2.5 <0.01 BDL BDL BDL BDL BDL BDL BDL BDL
10/17/96 5.5 5.63 2.4 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 5.61 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
4/9/98 NA NA NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/13/98 6 5.62 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
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
10/15/15 NA NA NA NA NA NA NA NA NA NA NA NA
10/27/16 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 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 (SOU fS�U fmg/L) imq/L1 Jmq/L) Jmq/L) (mq/L) fmq/L) (mq/Ll fmq/L) fmg/L) fmq/Ll
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
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 I
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
10/23/13 NA 5.80 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/22/14 NA 6.20 NA NA BDL BDL BDL 0.0044 BDL BDL BDL 0.0044
10/15/15 NA 5.90 2.1 BDL BDL BDL BDL 0.0045 BDL BDL BDL 0.0045
11/27/16 4.5 5.80 NA NA BDL BDL BDL 0.0040 BDL BDL BDL 0.0040
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. Nova 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
1,1,1 1,1,2 Methylene
pH Nitrates Trichloroethane Trichloroethane Tetrachloroethene Chloride Chloroform
Sample Date (SU) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L)
Influent 10/14/1994 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
1,1,1 1,1,2 Methylene
pH Nitrates Trichloroethane Trichloroethane Tetrachloroethene Chloride Chloroform
Sample Date (SU) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L)
Influent 10/2/1995 NA 12 SB SB SB SB SB
Effluent(Between Carbons) 10/2/1995 ' NA 7.4 SB SB SB SB SB
Influent 11/7/1995 NS NS BDL BDL 0.143 BDL BDL
Effluent(Between Carbons) 11/7/1995 NS NS BDL BDL BDL BDL BDL
Influent 11/15/1995 NA 8.5 BDL BDL 0.016 BDL BDL
Effluent(Between Carbons) 11/15/1995 NA 12 BDL BDL BDL BDL BDL
Influent 12/21/1996 NA 10 BDL BDL 0.018 BDL BDL
Effluent(Between Carbons) 12/21/1996 NA 8.8 BDL BDL BDL BDL BDL
Influent 1/31/1996 NA 7.92 BDL BDL 0.055 BDL BDL
Effluent(Between Carbons) 1/31/1996 NA 12.5 BDL BDL BDL BDL 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) 4/9/1996 NA 10 BDL BDL BDL BDL BDL
Influent 5/13/1996 NA 11 NA NA NA NA NA
Effluent(Between Carbons) 5/13/1996 NA 12 NA NA 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 NA 11 BDL BDL BDL BDL BDL
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
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
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
1,1,1 1,1,2 Methylene
pH Nitrates Trichloroethane Trichloroethane Tetrachloroethene Chloride Chloroform
Sample Date (SU) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (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 BDL BDL BDL BDL BDL
Influent 10/13/1998 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
Effluent(After Carbons) 10/13/1998 5.72 6.8 BDL BDL BDL BDL BDL
Influent 4/8/1999 7.40 7.0 BDL BDL 0.0085 BDL BDL
Effluent(Between Carbons) 4/8/1999 6.71 8.5 BDL BDL 0.0560 BDL BDL
Effluent After Both Carbons) 4/8/1999 6.16 9.2 BDL BDL BDL BDL BDL
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 Carbons) 10/14/1999 10.3(1) <0.05(1) 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 NA 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 5.3 BDL BDL BDL BDL BDL
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) 7/12/2002 5.67 5.7 BDL BDL BDL BDL BDL
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) 10/31/2002 5.77 7.0 BDL BDL BDL BDL BDL
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 BDL 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 Caobons) 10/29/2004 6.17 7.7 BDL BDL BDL BDL BDL
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(After Carbons) 11/10/2005 6.51 4.6 BDL BDL BDL BDL BDL
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 BDL BDL
Effluent(After Carbons) 11/20/2006 6.68 3.6 BDL BDL BDL BDL BDL
2L Standard 6.5-8.5 10 0.2000 NL 0.0007 0.005 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
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
1,1,1 1,1,2 Methylene
pH Nitrates Trichloroethane Trichloroethane Tetrachloroethene Chloride Chloroform
Sample Date (SU) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (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) 10/25/2007 6.20 3.5 BDL BDL 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) 11/3/2008 6.60 3.8 BDL BDL BDL BDL BDL
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(After Carbons) 12/23/2009 6.40 4.2 BDL BDL BDL BDL BDL
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 After Carbons) 4/30/2011 6.20 4.0* BDL BDL BDL BDL BDL
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
Influent(After Carbons) 5/8/2011 NA 4.1 NA NA NA NA NA
Influent(Before Carbons) 1/21/2013 7.30 3.5 ND ND ND ND ND
Inflfuent(Between Carbons) 1/21/2013 7.60 3.6 ND ND 0.0076 ND ND
Eflleunt(After Carbons) 1/21/21013 7.20 3.6 ND ND 0.0062 ND ND
Influent(Before Carbons) 3/14/2013 7.30 3.7 ND ND ND ND ND
Influent Between Carbons) 3/14/2013 7.40 1.6 ND ND ND ND ND
Effluent After Carbons) 3/14/2013 7.30 ND ND ND ND ND ND
Influent efore Carbons) 10/23/2013 6.80 3.6 ND ND ND ND ND
Influent Between Carbons) 10/23/2013 6.50 3.2 ND ND ND ND ND
Effluent After Carbons) 10/23/2013 6.60 2.8 ND ND ND ND ND
Influent efore Carbons) 10/22/2014 7.00 3,4 ND ND ND ND ND
Influent Between Carbons) 10/22/2014 6.80 3.4 ND ND ND ND ND
Effluent After Carbons) 10/22/2014 6.50 3.3 ND ND ND ND ND
Influent efore Carbons) 10/15/2015 6.30 3.5 ND ND ND ND ND
Influent(Between Carbons) 10/15/2015 6.50 3.7 ND ND ND ND MD
Effluent(After Carbons) 10/15/2015 6.20 3.7 ND ND ND ND ND
2L Standard b.5-8.b 1U U.2UUU NL U.000( U.UUb U.UUU2
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.

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Site Name: Gaston County Dyeing Machine Company
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Stanley, North Carolina

LEGEND 0MW-'
8 MONITORING WELL
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Architecture 2015
Gaston County Dyeing Machine ngneering
South Buckoak Street nova Stanley,North Carolina PROJECT No. RH16-5393 consulting Group,Inc. Figure 2

50
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Architecture 2015
Gaston County Dyeing Machine ngineering
South Buckoak Street nova Stanley,North Carolina PROJECT No. RH16-5393 Consulting Group,Inc. Figure 2

LEGEND 0M-5
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Architecture 2015
Gaston County Dyeing Machine �ngineeriug
South Buckoak Street IN ova Stanley,North Carolina PROJECT No. RH16-5393 Consultig Group,Inc. Figure 2
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Pace
Analytical Pace Analytical Services,LLC
rU� 1 C, 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
N ew.pacetabs.ccm
[phone]
November 01, 2016
Bob Hird
Nova Consulting
115 Unionville Indian Trail Rd
Indian Trail, NC 28079
RE: Project: RH16-5393
Pace Project No.: 92317615
Dear Bob Hird:
Enclosed are the analytical results for sample(s) received by the laboratory on October 27, 2016.
The results relate only to the samples included in this report. Results reported herein conform to the
most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual,
where applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
[e-mail]
Project Manager
Enclosures
cc: Brian Leuner,Nova Consulting Group
�Qe acceFo
,�
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
-k without the written consent of Pace Analytical Services,LLC. Page 1 of 17
9eORATOF 9

Pace Analytical Services,LLC
/ 9800 Kincey Ave. Suite 100
aceAnalytical
Huntersville,NC 28078
www.pacetabs.com
[phone]
CERTIFICATIONS
Project: RH16-5393
Pace Project No.: 92317615
Charlotte Certification IDs
9800 Kincey Ave.Ste 100,Huntersville,NC 28078 South Carolina Certification#:99006001
North Carolina Drinking Water Certification#:37706 Florida/NELAP Certification#:E87627
North Carolina Field Services Certification#:5342 Kentucky UST Certification#:84
North Carolina Wastewater Certification#:12 VirginiaNELAP Certification#:460221
Asheville Certification IDs
2225 Riverside Drive,Asheville,NC 28804 North Carolina Wastewater Certification#:40
Florida/NELAP Certification#:E87648 South Carolina Certification#:99030001
Massachusetts Certification#:M-NC030 VirginiaNELAP Certification#:460222
North Carolina Drinking Water Certification#:37712
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,LLC. Page 2 of 17

Pace Analytical Services,LLC
PaceAnalytical 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
wsw.naceiab.s.com
[phone]
SAMPLE ANALYTE COUNT
Project: RH16-5393
Pace Project No.: 92317615
Analytes
Lab ID Sample ID Method Analysts Reported Laboratory
92317615001 MW-7(MW-7B) EPA 624 GAW 34 PASI-C
EPA 9040 ALC 1 PASI-A
92317615002 MW-5 EPA624 GAW 34 PASI-C
EPA 9040 ALC 1 PASI-A
92317615003 MW-14 EPA 624 GAW 34 PASI-C
EPA 9040 ALC 1 PASI-A
92317615004 MW-16 EPA 624 GAW 34 PASI-C
EPA 9040 ALC 1 PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full.
without the written consent of Pace Analytical Services.LLC. Page 3 of 17

T,r Pace Analytical Services,LLC
9800
(' Kincey Ave. Suite 100
Pace Analytical't r7 alytical Huntersville,NC 28078
vAsw.pac:r ahs.com
[phone]
ANALYTICAL RESULTS
Project RH16-5393
Pace Project No.: 92317615
Sample: MW-7(MW-7B) Lab ID: 92317615001 Collected: 10/27/16 16:00 Received: 10/27/16 17:50 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Benzene ND ug/L 2.0 1 11/01/16 04:11 71-43-2
Bromodichloromethane ND ug/L 2.0 1 11/01/16 04:11 75-27-4
Bromoform ND ug/L 2.0 1 11/01/16 04:11 75-25-2
Bromomethane ND ug/L 2.0 1 11/01/16 04:11 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 11/01/16 04:11 56-23-5
Chlorobenzene ND ug/L 2.0 1 11/01/16 04:11 108-90-7
Chloroethane ND ug/L 2.0 1 11/01/16 04:11 75-00-3
Chloroform ND ug/L 2.0 1 11/01/16 04:11 67-66-3
Chloromethane ND ug/L 2.0 1 11/01/16 04:11 74-87-3
Dibromochloromethane ND ug/L 2.0 1 11/01/16 04:11 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 11/01/16 04:11 95-50-1
1.3-Dichlorobenzene ND ug/L 2.0 1 11/01/16 04:11 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 11/01/16 04:11 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 11/01/16 04:11 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 11/01/16 04:11 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 11/01/16 04:11 75-35-4
cis-1,2-Dichloroethene ND ug/L 2.0 1 11/01/16 04:11 156-59-2
trans-1,2-Dichloroethene ND ug/L 2.0 1 11/01/16 04:11 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 11/01/16 04:11 78-87-5
cis-1,3-Dichloropropene ND ug/L 2.0 1 11/01/16 04:11 10061-01-5
trans-1,3-Dichloropropene ND ug/L 2.0 1 11/01/16 04:11 10061-02-6
Ethylbenzene ND ug/L 2.0 1 11/01/16 04:11 100-41-4
Methylene Chloride ND ug/L 2.0 1 11/01/16 04:11 75-09-2
1.1.2.2-Tetrachloroethane ND ug/L 2.0 1 11/01/16 04:11 79-34-5
Tetrachloroethene 12.9 ug/L 2.0 1 11/01/16 04:11 127-18-4
Toluene ND ug/L 2.0 1 11/01/16 04:11 108-88-3
1,1.1-Trichloroethane ND ug/L 2.0 1 11/01/16 04:11 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 11/01/16 04:11 79-00-5
Trichloroethene ND ug/L 2.0 1 11/01/16 04:11 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 11/01/16 04:11 75-69-4
Vinyl chloride ND ug/L 2.0 1 11/01/16 04:11 75-01-4
I Surrogates
4-Bromofluorobenzene(S) 98 % 70-130 1 11/01/16 04:11 460-00-4
Toluene-d8(S) 106 % 70-130 1 11/01/16 04:11 2037-26-5
1,2-Dichloroethane-d4(S) 96 % 70-130 1 11/01/16 04:11 17060-07-0
9040 pH Analytical Method: EPA 9040
pH 5.8 Std.Units 0.10 1 10/28/16 10:29 H6
Sample: MW-5 Lab ID: 92317615002 Collected: 10/27/16 17:00 Received: 10/27/16 17:50 Matrix: Water
i Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method: EPA 624
Benzene ND ug/L 2.0 1 11/01/16 04:28 71-43-2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date: 11/01/2016 04:14 PM without the written consent of Pace Analytical Services,LLC. Page 4 of 17

, / Pace Analytical Services,LLC
7 a e nalytica j 9800 Kincey Ave. Suite 100
rj J f J Huntersville,NC 28078
it sw,paceiahs.Cem
[phone]
ANALYTICAL RESULTS
Project: RH16-5393
Pace Project No.: 92317615
Sample: MW-5 Lab ID: 92317615002 Collected: 10/27/16 17:00 Received: 10/27/16 17:50 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Bromodichloromethane ND ug/L 2.0 1 11/01/16 04:28 75-27-4
Bromoform ND ug/L 2.0 1 11/01/16 04:28 75-25-2
Bromomethane ND ug/L 2.0 1 11/01/16 04:28 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 11/01/16 04:28 56-23-5
Chlorobenzene ND ug/L 2.0 1 11/01/16 04:28 108-90-7
Chloroethane ND ug/L 2.0 1 11/01/16 04:28 75-00-3
Chloroform ND ug/L 2.0 1 11/01/16 04:28 67-66-3
Chloromethane ND ug/L 2.0 1 11/01/16 04:28 74-87-3
Dibromochloromethane ND ug/L 2.0 1 11/01/16 04:28 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 11/01/16 04:28 95-50-1
1,3-Dichlorobenzene ND ug/L 2.0 1 11/01/16 04:28 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 11/01/16 04:28 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 11/01/16 04:28 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 11/01/16 04:28 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 11/01/16 04:28 75-35-4
cis-1.2-Dichloroethene ND ug/L 2.0 1 11/01/16 04:28 156-59-2
trans-1.2-Dichloroethene ND ug/L 2.0 1 11/01/16 04:28 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 11/01/16 04:28 78-87-5
cis-1.3-Dichloropropene ND ug/L 2.0 1 11/01/16 04:28 10061-01-5
trans-1.3-Dichloropropene ND ug/L 2.0 1 11/01/16 04:28 10061-02-6
Ethylbenzene ND ug/L 2.0 1 11/01/16 04:28 100-41-4
Methylene Chloride ND ug/L 2.0 1 11/01/16 04:28 75-09-2
1,1.2.2-Tetrachloroethene ND ug/L 2.0 1 11/01/16 04:28 79-34-5
Tetrachloroethene ND ug/L 2.0 1 11/01/16 04:28 127-18-4
Toluene ND ug/L 2.0 1 11/01/16 04:28 108-88-3
1,1,1-Trichloroethane ND ug/L 2.0 1 11/01/16 04:28 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 11/01/1604:28 79-00-5
' Trichloroethene ND ug/L 2.0 1 11/01/16 04:28 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 11/01/16 04:28 75-69-4
Vinyl chloride ND ug/L 2.0 1 11/01/16 04:28 75-01-4
Surrogates
I 4-Bromofluorobenzene(S) 103 % 70-130 1 11/01/16 04:28 460-00-4
Toluene-d8(S) 106 % 70-130 1 11/01/16 04:28 2037-26-5
1.2-Dichloroethane-d4(S) 94 % 70-130 1 11/01/16 04:28 17060-07-0
9040 pH Analytical Method:EPA 9040
pH 6.5 Std.Units 0.10 1 10/28/16 10:29 H6
Sample: MW-14 Lab ID: 92317615003 Collected: 10/27/16 13:15 Received: 10/27/16 17:50 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method: EPA 624
Benzene ND ug/L 2.0 1 11/01/1604:45 71-43-2
Bromodichloromethane ND ug/L 2.0 1 11/01/16 04:45 75-27-4
REPORT OF LABORATORY ANALYSIS
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Pace Analytical Services,LLC
• 9800 Kincey Ave. Suite 100
/ ce Analytical
Huntersville,NC 28078
r wwwpacelabs.com
[phone]
ANALYTICAL RESULTS
Project: RH16-5393
Pace Project No.: 92317615
Sample: MW-14 Lab ID: 92317615003 Collected: 10/27/16 13:15 Received: 10/27/16 17:50 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Bromoform ND ug/L 2.0 1 11/01/16 04:45 75-25-2
Bromomethane ND ug/L 2.0 1 11/01/16 04:45 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 11/01/16 04:45 56-23-5
Chlorobenzene ND ug/L 2.0 1 11/01/16 04:45 108-90-7
Chloroethane ND ug/L 2.0 1 11/01/16 04:45 75-00-3
Chloroform ND ug/L 2.0 1 11/01/16 04:45 67-66-3
Chloromethane ND ug/L 2.0 1 11/01/16 04:45 74-87-3
Dibromochloromethane ND ug/L 2.0 1 11/01/16 04:45 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 11/01/16 04:45 95-50-1
1,3-Dichlorobenzene ND ug/L 2.0 1 11/01/16 04:45 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 11/01/16 04:45 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 11/01/16 04:45 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 11/01/16 04:45 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 11/01/16 04:45 75-35-4
cis-1,2-Dichloroethene ND ug/L 2.0 1 11/01/16 04:45 156-59-2
trans-1,2-Dichloroethene ND ug/L 2.0 1 11/01/16 04:45 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 11/01/16 04:45 78-87-5
cis-1,3-Dichloropropene ND ug/L 2.0 1 11/01/16 04:45 10061-01-5
trans-1,3-Dichloropropene ND ug/L 2.0 1 11/01/16 04:45 10061-02-6
Ethylbenzene ND ug/L 2.0 1 11/01/16 04:45 100-41-4
Methylene Chloride ND ug/L 2.0 1 11/01/16 04:45 75-09-2
1,1,2,2-Tetrachloroethane ND uglL 2.0 1 11/01/16 04:45 79-34-5
Tetrachloroethene 5.5 ug/L 2.0 1 11/01/16 04:45 127-18-4
Toluene ND ug/L 2.0 1 11/01/16 04:45 108-88-3
1,1,1-Trichloroethane ND ug/L 2.0 1 11/01/16 04:45 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 11/01/16 04:45 79-00-5
Trichloroethene ND ug/L 2.0 1 11/01/16 04:45 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 11/01/16 04:45 75-69-4
Vinyl chloride ND ug/L 2.0 1 11/01/16 04:45 75-01-4
Surrogates
4-Bromofluorobenzene(S) 98 % 70-130 1 11/01/16 04:45 460-00-4
I Toluene-d8(S) 104 % 70-130 1 11/01/16 04:45 2037-26-5
1,2-Dichloroethane-d4(S) 97 % 70-130 1 11/01/16 04:45 17060-07-0
9040 pH Analytical Method:EPA 9040
pH 5.8 Std.Units 0.10 1 10/28/16 10:29 H6
Sample: MW-16 Lab ID: 92317615004 Collected: 10/27/16 14:10 Received: 10/27/16 17:50 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Dual
624 Volatile Organics Analytical Method:EPA 624
Benzene ND ug/L 2.0 1 11/01/16 05:02 71-43-2
Bromodichloromethane ND ug/L 2.0 1 11/01/16 05:02 75-27-4
Bromoform ND ug/L 2.0 1 11/01/16 05:02 75-25-2
REPORT OF LABORATORY ANALYSIS
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may=
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 100
PaceAnalytical
Huntersville,NC 28078
wew pacetabs.corn
[phone]
ANALYTICAL RESULTS
Project: RH16-5393
Pace Project No.: 92317615
Sample: MW-16 Lab ID: 92317615004 Collected: 10/27/16 14:10 Received: 10/27/16 17:50 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Bromomethane ND ug/L 2.0 1 11/01/16 05:02 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 11/01/16 05:02 56-23-5
Chlorobenzene ND ug/L 2.0 1 11/01/16 05:02 108-90-7
Chloroethane ND ug/L 2.0 1 11/01/16 05:02 75-00-3
Chloroform ND ug/L 2.0 1 11/01/16 05:02 67-66-3
Chloromethane ND ug/L 2.0 1 11/01/16 05:02 74-87-3
Dibromochloromethane ND ug/L 2.0 1 11/01/16 05:02 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 11/01/16 05:02 95-50-1
1,3-Dichlorobenzene ND ug/L 2.0 1 11/01/16 05:02 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 11/01/16 05:02 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 11/01/16 05:02 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 11/01/16 05:02 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 11/01/16 05:02 75-35-4
cis-1,2-Dichloroethene ND ug/L 2.0 1 11/01/16 05:02 156-59-2
trans-1,2-Dichloroethene ND ug/L 2.0 1 11/01/16 05:02 156-60-5
12-Dichloropropane ND ug/L 2.0 1 11/01/16 05:02 78-87-5
cis-1.3-Dichloropropene ND ug/L 2.0 1 11/01/16 05: 2 1
9 0 0061 01 5
2.
trans-1,3-Dichloro ro ene ND ug/L
p P 9 0 1 11/01/16 05:02 10061-02-6
Ethylbenzene ND ug/L 2.0 1 11/01/16 05:02 100-41-4
Methylene Chloride ND ug/L 2.0 1 11/01/16 05:02 75-09-2
1,1,2,2-Tetrachloroethane ND ug/L 2.0 1 11/01/16 05:02 79-34-5
Tetrachloroethene 4.0 ug/L 2.0 1 11/01/16 05:02 127-18-4
Toluene ND ug/L 2.0 1 11/01/16 05:02 108-88-3
1,1,1-Trichloroethane ND ug/L 2.0 1 11/01/16 05:02 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 11/01/16 05:02 79-00-5
Trichloroethene ND ug/L 2.0 1 11/01/16 05:02 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 11/01/16 05:02 75-69-4
Vinyl chloride ND ug/L 2.0 1 11/01/16 05:02 75-01-4
Surrogates
4-Bromofluorobenzene(S) 101 % 70-130 1 11/01/16 05:02 460-00-4
Toluene-d8(S) 104 % 70-130 1 11/01/16 05:02 2037-26-5
1,2-Dichloroethane-d4(S) 94 % 70-130 1 11/01/16 05:02 17060-07-0
9040 pH Analytical Method:EPA 9040
pH 5.8 Std.Units 0.10 1 10/28/16 10:29 H6
REPORT OF LABORATORY ANALYSIS
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aceAnalyticalPace Analytical Services,LLC
9800 Kincey Ave. Suite 100
wwwpacela6s.com Huntersville,NC 28078
[phone]
QUALITY CONTROL DATA
Project: RH16-5393
Pace Project No.: 92317615
QC Batch: 335169 Analysis Method: EPA 624
QC Batch Method: EPA 624 Analysis Description: 624 MSV
Associated Lab Samples: 92317615001,92317615002,92317615003,92317615004
METHOD BLANK: 1857953 Matrix: Water
Associated Lab Samples: 92317615001,92317615002,92317615003,92317615004
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
1,1,1-Trichloroethane ug/L ND 2.0 10/31/16 23:38
1,1,2,2-Tetrachloroethane ug/L ND 2.0 10/31/16 23:38
1,1,2-Trichloroethane ug/L ND 2.0 10/31/16 23:38
1,1-Dichloroethane ug/L ND 2.0 10/31/16 23:38
1,1-Dichloroethene ug/L ND 2.0 10/31/16 23:38
1,2-Dichlorobenzene ug/L ND 2.0 10/31/16 23:38
1,2-Dichloroethane ug/L ND 2.0 10/31/16 23:38
1,2-Dichloropropane ug/L ND 2.0 10/31/16 23:38
1,3-Dichlorobenzene ug/L ND 2.0 10/31/16 23:38
1,4-Dichlorobenzene ug/L ND 2.0 10/31/16 23:38
Benzene ug/L ND 2.0 10/31/16 23:38
Bromodichloromethane ug/L ND 2.0 10/31/16 23:38
Bromoform ug/L ND 2.0 10/31/16 23:38
Bromomethane ug/L ND 2.0 10/31/16 23:38
Carbon tetrachloride ug/L ND 2.0 10/31/16 23:38
Chlorobenzene ug/L ND 2.0 10/31/16 23:38
Chloroethane ug/L ND 2.0 10/31/16 23:38
Chloroform ug/L ND 2.0 10/31/16 23:38
Chloromethane ug/L ND 2.0 10/31/16 23:38
cis-1,2-Dichloroethene ug/L ND 2.0 10/31/16 23:38
cis-1,3-Dichloropropene ug/L ND 2.0 10/31/16 23:38
Dibromochloromethane ug/L ND 2.0 10/31/16 23:38
Ethylbenzene ug/L ND 2.0 10/31/16 23:38
Methylene Chloride ug/L ND 2.0 10/31/16 23:38
Tetrachloroethene ug/L ND 2.0 10/31/16 23:38
Toluene ug/L ND 2.0 10/31/16 23:38
trans-1,2-Dichloroethene ug/L ND 2.0 10/31/16 23:38
trans-1,3-Dichloropropene ug/L ND 2.0 10/31/16 23:38
Trichloroethene ug/L ND 2.0 10/31/16 23:38
Trichlorofluoromethane ug/L ND 2.0 10/31/16 23:38
Vinyl chloride ug/L ND 2.0 10/31/16 23:38
1,2-Dichloroethane-d4(S) % 95 70-130 10/31/16 23:38
4-Bromofluorobenzene(S) % 101 70-130 10/31/16 23:38
Toluene-d8(S) % 103 70-130 10/31/16 23:38
LABORATORY CONTROL SAMPLE: 1857954
Spike LCS LCS %Rec
Parameter Units Conc. Result %Rec Limits Qualifiers
1,1,1-Trichloroethane ug/L 20 20.8 104 52-162
1,1,2,2-Tetrachloroethane ug/L 20 18.3 91 46-157
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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�+Q �7 ) Pace Analytical Services,LLC
c AI alyt cal 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
www.paceiabs.com
[phone]
QUALITY CONTROL DATA
Project: RH16-5393
Pace Project No.: 92317615
LABORATORY CONTROL SAMPLE: 1857954
Spike LCS LCS %Rec
Parameter Units Conc. Result %Rec Limits Qualifiers
1,1,2-Trichloroethane ug/L 20 19.4 97 52-150
1,1-Dichloroethane uglL 20 21.0 105 59-155
1,1-Dichloroethene ug/L 20 23.0 115 1-234
1,2-Dichlorobenzene ug/L 20 20.2 101 18-190
1,2-Dichloroethane ug/L 20 18.9 95 49-155
1,2-Dichloropropane ug/L 20 19.3 96 1-210
1,3-Dichlorobenzene ug/L 20 20.4 102 59-156
1,4-Dichlorobenzene uglL 20 19.2 96 18-190
Benzene ug/L 20 21.2 106 37-151
Bromodichloromethane uglL 20 20.7 103 35-155
Bromoform ug/L 20 18.3 92 45-169
Bromomethane ug/L 20 21.0 105 1-242
Carbon tetrachloride ug/L 20 20.8 104 70-140
Chlorobenzene ug/L 20 19.8 99 37-160
Chloroethane uglL 20 19.3 97 14-230
Chloroform uglL 20 19.4 97 51-138
Chloromethane ug/L 20 20.9 104 1-273
cis-1,2-Dichloroethene ug/L 20 21.7 109 68-146
cis-1,3-Dichloropropene ug/L 20 19.2 96 1-227
Dibromochloromethane ug/L 20 19.2 96 53-149
Ethylbenzene ug/L 20 21.1 105 37-162
Methylene Chloride ug/L 20 22.2 111 1-221
Tetrachloroethene uglL 20 18.0 90 64-148
Toluene ug/L 20 20.0 100 47-150
trans-1,2-Dichloroethene ug/L 20 21.8 109 54-156
trans-1,3-Dichloropropene ug/L 20 19.6 98 17-183
Trichloroethene ug/L 20 19.6 98 71-157
Trichlorofluoromethane ug/L 20 22.9 115 17-181
Vinyl chloride ug/L 20 19.3 97 1-251
1,2-Dichloroethane-d4(S) % 106 70-130
4-Bromofluorobenzene(S) % 102 70-130
Toluene-d8(S) % 98 70-130
MATRIX SPIKE SAMPLE: 1857956
92317330001 Spike MS MS %Rec
Parameter Units Result Conc. Result %Rec Limits Qualifiers
1,1,1-Trichloroethane ug/L ND 20 24.1 121 46-171
1,1,2,2-Tetrachloroethane ug/L ND 20 20.3 101 73-159
1,1,2-Trichloroethane ug/L ND 20 20.2 101 64-152
1,1-Dichloroethane ug/L ND 20 24.6 123 43-172
1,1-Dichloroethene ug/L ND 20 25.8 129 48-189
1,2-Dichlorobenzene ug/L ND 20 22.7 114 54-154
1,2-Dichloroethane ug/L ND 20 21.5 106 42-171
1,2-Dichloropropane ug/L ND 20 21.5 108 55-157
1,3-Dichlorobenzene ug/L ND 20 22.7 114 57-148
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Pace Analytical Services,LLC
eAnaltical 9800 Kincey Ave. Suite 100
Analytical` Huntersville,NC 28078
r www.pacelabs.cam [phone]
QUALITY CONTROL DATA
Project: RH16-5393
Pace Project No.: 92317615
MATRIX SPIKE SAMPLE: 1857956
92317330001 Spike MS MS %Rec
Parameter Units Result Conc. Result %Rec Limits Qualifiers
1,4-Dichlorobenzene ug/L ND 20 22.4 111 58-149
Benzene ug/L ND 20 24.4 122 54-163
Bromodichloromethane ug/L ND 20 22.3 111 56-152
Bromoform ug/L ND 20 19.0 95 53-151
Bromomethane ug/L 1.3J 20 26.4 126 10-200
Carbon tetrachloride ug/L ND 20 24.8 124 41-175
Chlorobenzene ug/L ND 20 22.8 114 67-152
Chloroethane ug/L ND 20 27.1 135 23-200
Chloroform ug/L 4.5 20 26.7 111 51-166
Chloromethane ug/L ND 20 24.2 119 40-175
cis-1,2-Dichloroethene ug/L ND 20 24.0 120 45-174
cis-1,3-Dichloropropene ug/L ND 20 22.8 114 38-146
Dibromochloromethane ug/L ND 20 21.6 108 65-144
Ethylbenzene ug/L ND 20 24.1 121 57-152
Methylene Chloride ug/L ND 20 25.2 126 40-167
Tetrachloroethene ug/L ND 20 22.0 110 59-155
Toluene ND
ug/L 20 23.9 119 47-162
trans-1,2-Dichloroethene ug/L ND 20 25.6 128 47-178
trans-1,3-Dichloropropene ug/L ND 20 20.7 104 39-148
Trichloroethene ug/L ND 20 22.9 115 60-153
Trichlorofluoromethane ug/L ND 20 28.4 142 42-199
Vinyl chloride ug/L ND 20 22.3 112 46-176
1,2-Dichloroethane-d4(S) % 100 70-130
4-Bromofluorobenzene(S) % 101 70-130
Toluene-d8(S) % 100 70-130
SAMPLE DUPLICATE: 1857955
92317336002 Dup
Parameter Units Result Result RPD Qualifiers
1,1,1-Trichloroethane ug/L ND ND
1,1,2,2-Tetrachloroethane ug/L ND ND
1,1,2-Trichloroethane ug/L ND ND
1,1-Dichloroethane ug/L ND ND
1,1-Dichloroethene ug/L ND ND
1,2-Dichlorobenzene ug/L ND ND
1,2-Dichloroethane ug/L ND ND
1,2-Dichloropropane ug/L ND ND
1.3-Dichlorobenzene ug/L ND ND
1,4-Dichlorobenzene ug/L ND ND
Benzene ug/L ND ND
Bromodichloromethane ug/L ND ND
Bromoform ug/L ND ND
Bromomethane ug/L 2.5 3.6 35 D6
Carbon tetrachloride ug/L ND ND
Chlorobenzene ug/L ND ND
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Ait Pace Analytical Services,LLC
/� 9800 Kincey Ave. Suite 100
.Paceq At Ialytical Huntersville,NC 28078
www pacelabs.can
[phone]
QUALITY CONTROL DATA
Project: RH16-5393
Pace Project No.: 92317615
SAMPLE DUPLICATE: 1857955
92317336002 Dup
Parameter Units Result Result RPD Qualifiers
Chloroethane ug/L ND ND
Chloroform ug/L ND ND
Chloromethane ug/L 2.2 2.7 23
cis-1,2-Dichloroethene ug/L ND ND
cis-1,3-Dichloropropene ug/L ND ND
Dibromochloromethane ug/L ND ND
Ethylbenzene ug/L ND ND
Methylene Chloride ug/L ND ND
Tetrachloroethene ug/L ND ND
Toluene ug/L ND ND
trans-1,2-Dichloroethene ug/L ND ND
trans-1,3-Dichloropropene ug/L ND ND
Trichloroethene ug/L ND ND
Trichlorofluoromethane ug/L ND ND
Vinyl chloride ug/L ND ND
1,2-Dichloroethane-d4(S) % 99 98 1
4-Bromofluorobenzene(S) % 98 101 2
Toluene-d8(S) % 105 106 1
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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A' 1 Pace Analytical Services,LLC
Pace Analytical a 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
vwwpacelabs.com
[phone]
QUALITY CONTROL DATA
Project: RH16-5393
Pace Project No.: 92317615
QC Batch: 334906 Analysis Method: EPA 9040
QC Batch Method: EPA 9040 Analysis Description: 9040 pH
Associated Lab Samples: 92317615001,92317615002,92317615003,92317615004
SAMPLE DUPLICATE: 1856380
92316764001 Dup
Parameter Units Result Result RPD Qualifiers
pH Std.Units 7.2 7.2 0 H6
SAMPLE DUPLICATE: 1856381
92317615001 Dup
Parameter Units Result Result RPD Qualifiers
pH Std.Units 5.8 5.9 1 H6
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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,TI Pace Analytical Services,LLC
•Pace Analytical 9800 Kincey Ave. Suite 100
7 l�ti Analytical
CAR/ Huntersville,NC 28078
vvw.pacetabs.com
[phone]
QUALIFIERS
Project: RH16-5393
Pace Project No.: 92317615
DEFINITIONS
DF-Dilution Factor,if reported,represents the factor applied to the reported data due to dilution of the sample aliquot.
ND-Not Detected at or above adjusted reporting limit.
J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-Adjusted Method Detection Limit.
PQL-Practical Quantitation Limit.
RL-Reporting Limit.
S-Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270.The result for each analyte is
a combined concentration.
Consistent with EPA guidelines,unrounded data are displayed and have been used to calculate%recovery and RPD values.
LCS(D)-Laboratory Control Sample(Duplicate)
MS(D)-Matrix Spike(Duplicate)
DUP-Sample Duplicate
RPD-Relative Percent Difference
NC-Not Calculable.
SG-Silica Gel-Clean-Up
U-Indicates the compound was analyzed for,but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited.Contact your Pace PM for the current list of accredited analytes.
TNI-The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services-Asheville
PASI-C Pace Analytical Services-Charlotte
ANALYTE QUALIFIERS
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
H6 Analysis initiated outside of the 15 minute EPA required holding time.
REPORT OF LABORATORY ANALYSIS
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Ar"2 , Pace Analytical Services,LLC
f /t 9800 Kincey Ave. Suite 100
Ace
!f A ,na' ica( Huntersville,NC 28078
1 wwwpacetabs.com
r [phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: RH16-5393
Pace Project No.: 92317615
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92317615001 MW-7(MW-7B) EPA 624 335169
92317615002 MW-5 EPA 624 335169
92317615003 MW-14 EPA 624 335169
92317615004 MW-16 EPA 624 335169
92317615001 MW-7(MW-7B) EPA 9040 334906
92317615002 MW-5 EPA 9040 334906
92317615003 MW-14 EPA 9040 334906
92317615004 MW-16 EPA 9040 334906
REPORT OF LABORATORY ANALYSIS
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Document Name: Document Revised:Sept.21,2016
A. J Sample Condition Upon Receipt(SCUR) Page 1 of 2
-WceAnallytical' Document No.: Issuing Authority:
t
F-CAR-CS-033-Rev.01 Pace Quality Office
Laboratory receiving samples:
Asheville I I Edenn Greenwood I I Huntersville I,i Raleigh_ Mechanicsvillen
Sample Condition Upon Client Name: IryO : 9231761
Receipt Project#:
❑Fe
:FeEc 1111111111 III E
Courier: d Ex ❑UPS ❑U5P5 QCiient
❑Commercial ❑Pace ❑Other. 92317615
—
Custody Seal Present? Ekes UNo Seals Intact? QYtfs ❑No )- - {;
° Date/Initials Person Examining Contents:ICE ..
Packing Material: ❑Bubble Wrap OBubble Bags ❑None DOther:
Thermometer ` LJV et ❑Blue ❑None [�Sttfriples on ice,cooling process has begun
gm Gun ID: T��©� Type of Ice: ,.
Correction Factor: Cooler Temp Corrected(°C): I,) 5 Biological Tissue Frozen? QYes ❑No 9N7A
Temp should be above freezi to 6°C
USDA Regulated Soil(p /A,water sample)
Did samples ort to in a quarantine zone within the United States:CA,NY,or SC(check maps)? Did samples originate from a foreign source(internationally,
DYes including Hawaii and Puerto Rico)?ales ❑No
Comments/Discrepancy:
Chain of Custody Present? Dyes ❑No ON/A 1.
Samples Arrived within Hold Time? Des ❑No ON/A 2.
Short Hold Time Analysis(<72 hr.)? Oyes ONO ON/A 3.
Rush Turn Around Time Requested? Oyes aft; ON/A 4.
Sufficient Volume? Dfes ❑No ON/A 5.
i Correct Containers Used? Oyes ❑No ON/A 6.
-Pace Containers Used? ( Yes ❑No ON/A
Containers Intact? (—tjy¢s ❑No ON/A 7.
Samples Field Filtered? Oyes ❑No ON/A 8. Note if sediment is visible in the dissolved container
Sample Labels Match COC? Dues ❑No ON/A 9.
-Includes Date/Time/ID/Analysis Matrix: l.0`—\
Headspace in VOA Vials(>5-6mm)? Dyes ONO ON/A 10.
Trip Blank Present? Dyes DNo ON/A 11.
Trip Blank Custody Seals Present? I Oyes ONo Df(A
CLIENT NOTIFICATION/RESOLUTION Field Data Required? Dyes ❑No
Person Contacted: Date/Time:
Comments/Sample
Discrepancy: . _
Project Manager SCURF Review: A((, __ Date: I' l R 7/I(-;
Project Manager SRF Review: A, Date: r('/Z f f.C2
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)
Page 15 of 17

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CHAIN-OF-CUSTODY / Analytical Request Document
the Chain-of-Gustody is a LEGAL DOCUMENT All relevant tields must be completed accurately:
Nor A
Section B Section C
P ritpred Client Information: Required Project Information. Invoice Information.
Page: I Of
(.40,1C.) ,'',.)';.,,4..''.1 R.,:'(),I TO ,1i Elcb Attecton
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SAMPLER NAME AND SIGNATURE
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J

SUBMIT FORM ON YELLOW PAPER ONLY
Mail original DEPARTMENT OF ENVIRONMENT&NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: and 1 copy to DIVISION OF WATER QUALITY-INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1617 MAIL SERVICE CENTER,RALEIGH,NC 27899.1617 Phone:[phone]
FACILITY INFORMATION, f'ee Print Clearly or rype PERMIT Number: Expiration Date: 11/30/2018
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
Stanley NC County Gaston ❑ Lagoon ❑ Remediation: Infiltration Celery
❑ Spray Field E Remediation: Injection
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: 4 0 Water Source Heat Pump 0 Other:
(from Parmll
SAMPLING INFORMATION If WELL
WELL ID NUMBER(from Permit): MW-14 Date sample collected: 10/27/15 FIELD ANALYSES: WAS
Well Depth: 25•0 ft. Well Diameter: 2 In. pH 00400: 4.5 units Temp.00010: NA °C DRY at
time of
Depth to Water Level 82546:14.23 ft.below measuring point Screened Interval: unk ft, to unk ft. Spec.Cond.00094 NA µMhos sampling,
Measuring Point is -0.15 ft. above land surface Relative M.P.Elevation: 52.31 ft. Odor woes none check
Volume of water pumped/bailed before sampling: 11 gallons Appearance clear here:0
Samples for metals were collected unfiltered: ❑YES ❑ NO and field acidified: ❑YES ❑NO
LABORATORY INFORMATION
Date sample analyzed:11f01/16 Laboratory Name: Pace Analytical Services,Inc. Certification No. 12
PARAMETERS NOTE:Values should reflect dissolved and colloidal concentrations.
COD 00335 mg/L Nitrite(NO2)as N 00615 mg/L Pb-Lead oios1 ug/L
Coliform:MF Fecal 31616 /100mL Nitrate(NO3)as N 00620 mg/L Zn-Zinc 01092 mg/L
Coliform:MF Total 31504 /100mL Phosphorus:Total as P noses mg/L
(Note Use MPN method for highly NrWd samples) Orthophosphate 70507 mg/L Other(Specify Compounds and Concentration Lints):
)issolved Solids:Total 70300 mg/L Al-Aluminum o1105 mg/L tetrachloroethene• C055 mg/I
pH(Lab)00403 5.8 units Ba-Barium o1007 ug/L
TOC 00680 mg/L Ca-Calcium 00916 mg/L
Chloride o094o mg/L Cd•Cadmium 01027 ug/L
Arsenic coon ug/L Chromium:Total01034 ugfl
Grease and Oils 00562 mg/L Cu-Copper 01042 mg/L ORGANICS:(by GC,GC/MS, HPLC)
Phenol 32730 ug/L Fe-Iron o1045 ug/L (Specify teat and method#.ATTACH LAB REPORT.)
Sulfate 00945 mg/L Hg-Mercury Moo ug/L Lab Report Attached? E Yes(1) 0 No(0)
Specific Conductance o0095 µMhos K-Potassium 00937 mg/L VOC 78732: ,method# 624
Total Ammonia 00610 mg/L Mg-Magnesium 00927 mg/L ,method#
!Ammonia Nnvgen;NH,as N Ammonia Nitrogen,Total'' Mn-Manganese 01055 ug/L ,method#
TKN as N 00625 mg/L Ni-Nickel 01067 ug/L ,method#
For Remedlatlon Systems Only(Attach Lab Reports): Influent Total VOCs: ND mg/L Effluent Total VOCs. ND mg/L VOC Removal%
I certify that to the best Af my knowlrcge and belief,the information submitted in this report is true,accurate,and complete,and that tha laboratory analytical data was produ:ed using approved mnthcds of analysis by a
DWU-certified laboratory. I am aware that there are significant penalties for submitting false information,including the possibu Iv of fines and OW Imprisonment for knowing violators.
f .
Scott Davis,owner � 11/30I2016
Permittee(or Authorized Agent)Name and Title-Pease or!nt or tyre S-gneture of Perrnttee(or•uthorizod Agent (Date)
GW-59 Rev.2/2010

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING: Mail original DEPART6SENTOF ENVIRONMENT&NATURAL RESOURCES
and 1 copy to: DIVISION OF WATER OUALITY-INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1e17 MAIL SERVICE CENTER,RALEIGH,NC 27690.1617 Phone:[phone]
FACILITY INFORMATION Please POW CleerfyorType PERMIT Number: Expiration Date: 11/30/2018
Facility Name: Gaston County Dyeing Machine
Non-Discharge tiv00008907 UIC
Permit Name(if different): NPDES Other
Facility Address: 200 South Main Street TYPE OF PERMITTED OPERATION BEING MONITORED
Stanley ``'`,.' NC
County Gaston ❑ Lagoon ❑Remediation:Infiltration Galery
❑ Spray Field Remediation: Injection
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: 4 ❑ Water Source Heat Pump ❑Other:
(from Permit)
SAMPLING INFORMATION I'WELL
WELL ID NUMBER(from Permit): MW-7(713) Date sample collected: 10/27/16 FIELD ANALYSES: WAS
Well Depth: 58.5 ft, Well Diameter:2 in. pH 00400: NA units Temp.000io NA °C DRY at
Depth to Water Level 8254s:33.41 ft.below measuring point Screened Interval: unk ft. to unk ft. Spec.Cond. 00094 NA µMhos time of
sampMeasuring Point is 2.43 ft. above land surface Relative M.P.Elevation: 77.78 ft. Odor 000es: none neck
.
n
Volume of water pumped/bailed before sampling: 33 gallons deck
Appearance clear here:❑
Samples for metals were collected unfiltered: ❑YES ❑ NO and field acidified: ❑YES ❑NO
LABORATORY INFORMATION
Date sample analyzed:11/01/16 Laboratory Name: Pace Analytical Services,Inc. Certification No. 12
PARAMETERS NOTE:Values should reflect dissolved and colloidal concentrations.
COD 00335 mg/L Nitrite(NO2)as N 00615 mg/L Pb-Lead 01051 ug/L
Coliform MF Fecal 31616 /100mL Nitrate(NO3)as N ooe2o
mg/L Zn-Zinc 01092 mg/L
Coliform: MF Total 31504 /100mL Phosphorus:Total as P 00965 mg/L
Mote' Use UPN method for highly turbid/afroea) Orthophosphate 70507
mg/L Other(Specify Compounds and Concentration Units):
3issolved Solids:Total 70300 mg/L Al-Aluminum o1105 mg/L Tetrechforoethene .00129 ug/L
pH(Lab)00403 5.80 units Ba-Barium o1007 ug/L
TOC mesa mg/L Ca-Calcium oos1e mg/L
Chloride co940 mg/L Cd-Cadmium 01027 ug/L
Arsenic 01002 ug/L Chromium:Total 01034 ug/L
Grease and Oils oo552 mg/L Cu-Copper 01042 mg/L ORGANICS:(by GC, GC/MS, HPLC)
Phenol 32730 ug/L Fe-Iron 01045 ug/L (Specify test and method#.ATTACH LAB REPORT.)
Sulfate 00945 mg/L Hg-Mercury 71900 ug/L Lab Report Attached? E Yes(1) ❑ No(0)
Specific Conductance 00095 µMhos K-Potassium 00937 mg/L VOC 78732: ,method# 824
Total Ammonia 00810 mg/L Mg-Magnesium 00927 mg/L ,method#
(Ammonia Nitrogen:NH,as N Ammonia Nitrogen,Tote) Mn-Manganese 01055 ug/L method#
TKN as N 00825 mg/L Ni-Nickel 01067 ug/L .method#
For Remediation Systems Only(Attach Lab Reports): Influent Total VOCs: ND mg/L Effluent Total VOCs: ND mg/L VOC Removal%
I certify that,tc the best of my knowledge and belief.the i ii r, teperl is true,accurate,and complete,and that the taboratory analytical data was pradi oed using approved methods of analysis by a
UWQ.cortified laboratory. I am aware That there are s'gnilwarit Aerial: '• ,r suhrrchiig raise information,Including tile passibiCty of fines and imprisonment for knowing viclabons
i
Scott Davis,owner � wee �,u �Yt) 11/27/2018
Permlttee(or Authorized Agent)Name and Title-Please pnr!or type Signature of Permittee(or Authorized AQan't) (Date)
GW-59 Rev 2/2010
1

SUBMIT FORM ON YELLOW PAPER ONLY
Mail original DEPARTMENT OF ENVIRONMENT&NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: anti 1 copy to: DMSIONOF WATER QUALITY•INFORMATtON PROCESSING UNIT
COMPLIANCE REPORT FORM 1617 MAIL SERVICE CENTER,RALEIGH,NC 27099.1617 Phone:[phone]
FACILITY INFORMATION please Print Cteery or Type PERMIT Number: Expiration Date: 11/30/2018
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
Stanley NC County Gaston ❑ Lagoon
g ❑Remediabon Infiltration Ga1ery
❑ Spray Field E Remediation: Injection
Contact Person: Robert HIrd Telephone#: [phone] ❑ RotaryDistributor ❑Land Application of Sludge
Well Location/Site Name:North of source area No.of wells to be sampled: 4 0 Water Source Heat Pump 0 Other:
(from Permit)
SAMPLING INFORMATION If WELL
WELL ID NUMBER(from Permit): MW-5.1 Date sample collected: 10/27/2016 FIELD ANALYSES: WAS
Well Depth: 85.69 ft, Well Diameter: 4 in. pH 00400: 5 units Temp. 000to NA °C DRY at
Depth to Water Level e2548:41.19 ft.below measuring point Screened Interval: unk ft. to unk ft. Spec.Cond. 00C94: NA µMhos time of
Measuring Point is 1.31 ft. above land surface Relative M.P. Elevation: 92.2E ft Odor Owes: none sampling,
check
Volume of water pumped/bailed before sampling: 71.0 gallons Appearance clear here
Samples for metals were collected unfiltered: ❑YES 0 NO and field acidified: 0 YES 0 NO
LABORATORY INFORMATION
Date sample analyzed:1',ro1r16 Laboratory Name: Pace Analytical Services,Inc. Certification No. 12
PARAMETERS NOTE:Values should reflect dissolved and colloidal concentrations.
COD 00335 mg/L Nitrite(NO2)as N oasts mg/L Pb-Lead o1os1 ug/L
Coiiform•MF Fecal 31816
/100mL Nitrate(NO3)(N0 )as N 0cszo mg/L Zn-Zinc 01092 mg,'L
Coliform:MF Total 31504 1100mL Phosphorus:Total as P 00866 mg/L
{Note: Use 11PN method for highly turbid samples; Orthophosphate 70507 mg/L Other(Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300 mg/L Al-Aluminum ottos mg/L
pH(Lab)00403 6.5 units Ba-Barium 01007 ug/L
TOC ooseo mg/L Ca-Calcium owe mg/L
Chloride oo94o mg/L Cd-Cadmium 01027 ug/L
Arsenic o1002 ugiL Chromium:Total 01034 ugiL
Grease and Oils 60552 mg/L Cu-Copper 01042 mg/L ORGANICS:(by GC.GC/MS, HPLC)
Phenol 32730 ugiL Fe-Iron 01045 ugiL (Specify test and method#.ATTACH LAB REPORT.)
Sulfate 00945 mg/L Hg-Mercury 71900 ugiL Lab Report Attached? 0 Yes (1) 0 No(0)
Specific Conductance 00095 µMhos K-Potassium 00937 mg/L VOC 78732. , method# 624
Total Ammonia ooslo mg/L Mg-Magnesium 00927 mg/L , method#
(Ammonia Nitrogen;Ntiree N;Ammonia Nitrogen,Total) Mn-Manganese 01055 ugiL method#
TKN as N 00625 mg/L Ni-Nickel 01067 ugiL , method#
For Remediatlon Systems Only(Attach Lab Reports): Influent Total VOCs: ND mg/L Effluent Total VOCs ND mg/L VOC Removal%
I certify that,to the best of my knowledge and belief,the information submdted in this report is lice,i ii i iir•cii.i rid complete,and that the Iahmatory analy:rcal data was produced wins approved rne:hats of aralysrs by a
DM-certified laboratory. I am aware that there are significant penalties for submitting false information,including the possrbr,ity of fines ane imprisonment for knowing viol is ans.
Scott Davis,Owner a / 11/30/2016
Permittee(o•Authorized Agent)Name and Title-Pease print or type Signature of Permittee(o Authorized A np (Date)
GW-59 Rev.2/2010

SUBMIT FORM ON YELLOW PAPER ONLY
Mail original --ARTMENT OF ENVIRONMENT&NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: and 1 Copy to- DIVISION OF WATER OUAUTY4NFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1617 MAIL SERVICE CENTER,RALEIGH,NC 27699.1817 Phone:[phone]
FACILITY INFORMATION Please Print Clearly or Type PERMIT Number: Expiration Date. 11/30,2018
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
Stanley NC County Gaston ❑ Lagoon ❑Remediation:Infiltration Gallery
Spray Field E Remediation: Injection
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: 4 ❑ Water Source Heat Pump 0 Other
tfrem Perrn-t)
SAMPLING INFORMATION If WELL
WELL ID NUMBER(from Permit): MW-16 Date sample collected: 10/27/16 FIELDANALYSES: WAS
P
Well Depth: 29.0 ft. Well Diameter: 2 in. DRY at
pH 0oao0 4.5 units Temp.costa. NA °C
Depth to Water Level 82546:5.91 ft.below measuring point Screened Interval: unk ft. to unk ft. Spec.Cond. 00094: NA µMhos time of
sampling,
Measuring Point is -0.14 ft.above land surface Relative M.P.Elevation: 38.86 ft. Odor owes: none check
Volume of water pumped/bailed before sampling: 24 gallons Appearance clear here:0
Samples for metals were collected unfiltered. ❑YES 0 NO and field acidified: 0 YES ❑NO
LABORATORY INFORMATION
Date sample analyzed:I1/01i1s Laboratory Name Pace Analytical Services,Inc. Certification No. 12
PARAMETERS NOTE:Values should reflect dissolved and colloidal concentrations,
COD 00335 mg/L Nitrite(NO2)as N 00615 mg/L Pb-Lead 010s1 ug/L
Coliform: MF Fecal 31816 /100mL Nitrate(NO3)as N O08z0 mg/L Zn-Zinc o1oez mg/L
Coliform: MF Total 31504 /100mL Phosphorus:Total as P 00685 mg/L
(Note Joe MPN method for t ghly turbid eemplee) Orthophosphate 70507 mg/L Other(Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300 mg/L Al-Aluminum ot1o5 mg/L tetrachloroethene-.0040 mg/I
pH(Lab)Co4o3 5.8 units Ba-Barium 01007 ug/L
TOC C0880 mg/L Ca-Calcium 00916 mg/L
Chloride 00940 mg/L Cd-Cadmium 01027 ugh
Arsenic 01002 uglL Chromium:Total 01034 ug/L
Grease and Oils 00552 mg/L Cu-Copper 01042 mg/L ORGANICS:(by GC,GC/MS,HPLC)
Phenol 32730 uglL Fe-Iron 01045 ug/L (Specify test and method fi.ATTACH LAB REPORT.)
Sulfate 03945 mg/L Hg-Mercury 7190o ug/L Lab Report Attached? ID Yes (1) 0 No(0)
Specific Conductance 00095 µMhos K-Potassium 00937 mg/L VOC 78732 , method# 624
Total Ammonia oosto mg/L Mg-Magnesium 00927 mg/L , method#
(Mynoria Nitrogen;Vane N.Ammonia Nitrogen,Tote() Mn-Manganese 01055 ug/L ,method#
TKN as N o0625 mg/L Ni-Nickel 01067 ug/L ,method#
,For Remediation Systems Only(Attach Lab Reports): Influent Total VOCs: ND mg/L Effluent Total VOCs: ND mg/L VOC Removal%
I certify that,to the best of my know edge and belief,the inforriiat:or sutxnited in this report is true,accurate.and complete,and that the laboratory analytical data was produced using approve°methods o'analysis by a
D'I Q•cer'dited laboratory I am aware that there a•e s gnificant penatttes for submitting false information.indudutg the pos;rb.hty of tines rind imp.sonmeni for knowing violations.
rA
Scott Davis,Owner G�, Itr r 11/30/16
Permiltee(or aLthorized Agent)Name and Title-Please print or type Signature of Permttee(or Authorized•.enf) (Date)
GW-59 Rev.2/2010