MO-86743_86743_CA_MRP_20210715

AECOM Technical Services of North Carolina, Inc.919-461-1100 phone
5438 Wade Park Boulevard, Suite 200 919-461-1415 fax
Raleigh, North Carolina 27607
July 15, 2021
Ryan A. Bond, PG, Hydrogeologist
North Carolina Department of Environmental Quality
Division of Waste Management, UST Section
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Subject: 2021 Annual Groundwater Monitoring Report
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
Salisbury, Rowan County, North Carolina
NCDEQ Incident Number: 86743
NCDEQ Risk Classification: Low
AECOM Project No. 60649257
Dear Mr. Bond:
On behalf of Products (SE) Pipe Line Corporation (PPL), formerly known as Plantation Pipe Line
Company, AECOM Technical Services of North Carolina (AECOM) is submitting one copy of the
referenced report for your information. The report documents the details regarding the groundwater
monitoring event conducted at the Site on April 13-14, 2021.
As stated in the conclusion, PPL intends to move forward with site closure via deed restriction upon
NCDEQ written approval and would like to complete this process before the end of 2021.
If you have any questions regarding this submittal, please contact RJ Sherman at 732-850-6359 or
myself at 919-461-1275 or [e-mail].
Sincerely,
AECOM Technical Services of North Carolina, Inc.
Brandt Morrow, PG
Project Manager
cc:RJ Sherman, PPL (electronic)
Denise Brown, PPL (electronic)
AECOM Project File
2021 Annual Groundwater Monitoring
Report
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
Salisbury, Rowan County, North Carolina
NCDEQ Incident Number: 86743
NCDEQ Risk Classification: Low
AECOM Project Number: 60649257
July 15, 2021

2021 Annual Groundwater Monitoring Report
July 2021 AECOM1-1
1. Introduction
This report has been prepared on behalf of Products (SE) Pipe Line Corporation (PPL) and presents
groundwater monitoring results for PPL’s Salisbury Pump Station facility (Site) located in Salisbury, North
Carolina. The groundwater monitoring program was implemented in accordance with the Corrective
Action Plan (CAP), prepared by URS Corporation-North Carolina (URS, December 2006), for the Site.
Groundwater monitoring was conducted at the Site on April 13-14, 2021 and this sampling event was the
29th sampling event performed post-CAP submittal. This report summarizes the field activities conducted
at the Site and the groundwater monitoring results.
1.1 Site Location
The Site is located at 1615 Jake Alexander Boulevard West in Salisbury, Rowan County, North Carolina.
The Site operates as a petroleum pump station and is located immediately west of Jake Alexander
Boulevard. Portions of the Rowan Mills and Salisbury USGS topographic maps (showing the Site and
surrounding areas) are provided as Figure 1. A Site map is provided as Figure 2.
Site features include a control room building, storage building/garage, sump tanks, booster pumps,
ancillary piping and valves, a 14-inch fuel pipeline, a 26-inch gasoline pipeline, both currently in service,
and a 10-inch pipeline that was taken out of service in 1974 that currently houses fiber optic lines along
with inactive shipper pipelines to the former Exxon and Shell petroleum terminals. The Site buildings and
process equipment are surrounded by a chain link fence and locking gate.
Properties immediately adjacent to the Site include a radio station and transmission towers to the south,
wooded area and pipeline right-or-way to the west, Food Lion corporate offices and warehouse to the
north-northwest (a portion of which included the razed former Exxon petroleum terminal, North Carolina
Department of Environmental Quality (NCDEQ) Incident Number 8391), a former auto service garage to
the north, and commercial/retail buildings to the east of Jake Alexander Boulevard. The properties within
1,500 feet of the Site are commercial or light industrial.
Local topography consists of gently rolling hills with elevations ranging from approximately 650 to 750 feet
above mean sea level (ft amsl). Surface water drainage at the Site is to the southeast toward Draft
Branch Creek (a tributary of Grants Creek) which is located approximately 2,500 feet south of the PPL
property. Regional surface water flow is to the northeast.
One water supply well is located within 1,500 of the Site. In a letter dated January 13, 2016, NCDEQ
approved to remove this well from the sampling program. Currently, no high or intermediate risk criteria
apply; therefore, a low risk classification is warranted, and confirmed in NCDEQ’s email correspondence
dated March 20, 2017.
1.2 Site History
In early August 2003, petroleum-impacted soil was discovered while performing maintenance activities
near the Sump Tank Area in the western portion of the fenced facility. On August 19, 2003, PPL personnel
advanced five hand auger soil borings to depths ranging from one to five feet below ground surface (ft
bgs) near the sump tank area. Petroleum odors were present in two soil borings and a sheen of light non-
aqueous phase liquid hydrocarbons (LNAPL) was observed on the groundwater surface in three of the
borings.
Based on the field studies performed after identification of soil/groundwater impacts, culminating with the
submittal of the Comprehensive Site Assessment (URS Corporation, April 2005), the key findings
regarding impacts at the Site at the time were:
 The groundwater flow direction at the Site was predominantly to the southeast.
2021 Annual Groundwater Monitoring Report
July 2021 AECOM1-2
 The evaluation of slug test results from MW-3, MW-9, and MW-17 showed hydraulic conductivity (k)
values ranging from 0.16 feet per day (ft/day) to 0.38 ft/day, transmissivity ranging from 1.12 ft²/day
to 2.66 ft²/day, and groundwater seepage velocity ranging from 0.02 ft/day to 0.04 ft/day.
 Petroleum-impacted groundwater was detected in the uppermost hydrogeologic unit beneath the
Site. Groundwater sampling results from the monitoring wells showed that benzene, ethylbenzene,
naphthalene, and isopropyl ether (IPE) are present in concentrations above the North Carolina
Administrative Code Title 15A, Subchapter 2L Groundwater Standards (2L Standards).
 Two separate petroleum hydrocarbon groundwater plumes were identified beneath the PPL facility.
One plume, coming from the north, is associated with the former Exxon Terminal facility located
adjacent to the northwest property boundary of the Site. The second plume is in the vicinity of the
sump tank area in the western portion of the Site. The two plumes are differentiated by the presence
of IPE and naphthalene, respectively.
 The extent of groundwater impact, associated with the sump tank area, was defined horizontally and
vertically and is confined to the PPL property.
2021 Annual Groundwater Monitoring Report
July 2021 AECOM2-1
2. Field Activities
The field activities conducted at the Site during the monitoring period included collection of groundwater
elevation measurements and sampling of select monitoring wells.
2.1 Groundwater Gauging
Depth-to-groundwater measurements were collected from each monitoring well prior to sampling on April
13, 2021. The groundwater-level measurements were collected with a Heron oil-water interface probe.
The groundwater-level measurements were then converted to groundwater elevations using survey data.
Groundwater flow direction and hydraulic gradients are discussed in Section 3.1. Monitoring well
construction details are presented in Table 1.
The monitoring wells were found to be in good shape with no repairs needed at this time.
2.2 Groundwater Sampling Procedures
Groundwater sampling activities were performed at the Site on April 14, 2021. Hydrasleeve™ samplers
were deployed on April 13, 2021 in select monitoring wells. Groundwater samples were collected via
Hydrasleeve™ samplers on April 14, 2021 for laboratory analysis from select monitoring wells. Approval
for the use of Hydrasleeve™ samplers was granted by NCDEQ in an April 29, 2014 correspondence.
Groundwater samples were collected in laboratory-supplied containers and were immediately placed in a
cooler and stored on ice with a trip blank. A completed chain-of-custody record was provided with each
sample cooler in order to maintain a record of all personnel who had control of the samples. Samples
collected in the field remained in the presence of a project representative until shipment via overnight
courier to Eurofins TestAmerica in Pensacola, Florida. The groundwater samples were analyzed for
benzene, toluene, ethylbenzene, total xylenes (BTEX), isopropyl ether (IPE), and naphthalene by United
States Environmental Protection Agency (USEPA) Method 8260D.
Subsequent to groundwater sample collection, groundwater parameters (including temperature, pH,
specific conductance, dissolved oxygen, and oxidation reduction potential) were measured in-situ using a
Yellow Springs Instrument (YSI) Pro-Plus water quality meter.
The interface probe and water quality meter were properly decontaminated prior to use in each
monitoring well. Site personnel wore new nitrile gloves, changed between each well, for sample
collection.
2021 Annual Groundwater Monitoring Report
July 2021 AECOM3-1
3. Groundwater Monitoring Results
3.1 Groundwater Flow Direction and Gradient
Groundwater-level measurement data was collected on April 13, 2021 from each Site monitoring well. The
depth-to-groundwater measurements and the converted groundwater elevations are both listed in Table
2. LNAPL was not detected during the April 2021 gauging event. Groundwater elevations ranged from
685.52 ft amsl in MW-19 to 692.44 ft amsl in MW-1.
The groundwater elevation data was used to construct a groundwater contour map for the April 2021
event as shown on Figure 3. Based on the information presented in Figure 3,groundwater flow is to the
southeast, which is generally consistent with land surface topography (Figure 1). The horizontal hydraulic
gradient between monitoring wells MW-2 and MW-18 during the April 2021 groundwater monitoring event
is approximately 0.015 ft/ft. The groundwater flow direction and horizontal hydraulic gradient are
consistent with historical data.
3.2 Groundwater Field Parameters
On April 14, 2021, pH, specific conductance, temperature, dissolved oxygen, and oxidation reduction
potential were measured in-situ with a water quality meter. These groundwater quality parameters are
presented in Table 3.
3.3 Groundwater Analytical Results
The laboratory results from the April 2021 groundwater samples were compared to the 2L Standards and
are summarized on Table 4. Benzene exceeded the 2L Standard in one monitoring well (MW-15) at 270
micrograms per liter (µg/L). No other COCs were detected above the applicable 2L Standard.
Groundwater analytical results for April 2021 are shown on Figure 4.
The constituent concentrations of the April 2021 data are generally within the recent historical ranges of
each monitoring well. Site monitoring well concentrations exhibit a decreasing or a constant trend. The
associated laboratory analytical report is provided in Appendix A. Groundwater impacts are defined
horizontally and vertically and are confined to the Site.
3.4 Data Quality Assurance / Quality Control
AECOM validated analytical results associated with the April 2021 groundwater monitoring event at the
Site. The data review process was modeled after the USEPA Contract Laboratory Program National
Functional Guidelines for Superfund Organic Methods Data Review (EPA, June 2008) with changes and
allowances made to conform to analytical methodology and based on available information in the
laboratory report. Qualitative and quantitative limitations associated with the analytical results were
determined based on the results of specific quality control criteria. An evaluation of accuracy was
determined from the review of spike recoveries. Analytical data representativeness and comparability
were evaluated from the review of blank results (laboratory and trip blanks), and sample preservation,
storage, and holding time compliance. Sensitivity was evaluated by comparing reported detection limits to
project-specific reporting limit objectives. The completeness check of the laboratory deliverable verified
that results for all target analytes were reported by the laboratory. All sample concentrations that are less
than the reporting limit, but greater than the method detection limit are estimated. Qualified data are valid
and usable for their intended purpose. In performing the data validation, AECOM assumed that the data
reported by the laboratory are complete, compliant, and an accurate representation of the raw data.
Criteria for acceptability of data were based upon available Site information, analytical method
requirements, guidance documents, and professional judgment.
2021 Annual Groundwater Monitoring Report
July 2021 AECOM4-1
4. Conclusions
Based on the data obtained from the groundwater sampling event in April 2021, the following conclusions
have been made:
 LNAPL was not detected in any Site monitoring well.
 Groundwater flow is generally toward the southeast at a gradient of 0.015 ft/ft, consistent with
previous monitoring events.
 The analytical results from the April 2021 monitoring event are generally within the recent historical
ranges for each monitoring well and exhibit decreasing or constant trends.
 Monitoring well MW-15 exceeded the 2L Standard for benzene (270 µg/L). No other 2L exceedances
were reported.
 Groundwater impacts are defined horizontally and vertically and have been limited to PPL’s property
since work started at the Site in 2004.
Unless NCDEQ disagrees, for the reasons outlined above AECOM intends to move forward with Site
closure via deed restriction. AECOM will begin this process upon written approval by NCDEQ.
2021 Annual Groundwater Monitoring Report
July 2021 AECOM5-1
5. References
URS Corporation, Comprehensive Site Assessment Report. April 2005.
URS Corporation,Corrective Action Plan. December 2006.
USEPA,Contract Laboratory Program National Functional Guidelines for Superfund Organic Methods
Data Review. June 2008.
Tables
Well ID Date Installed Total Depth
(feet bgs)
Well Diameter
(inches)
Screened
Interval
(feet bgs)
Top-of-Casing
Elevation
(feet amsl)
MW-1 11/15/04 15 2 1-15 694.42
MW-2 11/15/04 15 2 2-15 693.23
MW-3 11/15/04 15 2 2-15 693.48
MW-4 11/15/04 15 2 2-15 693.54
MW-5 11/16/04 15 2 2-15 694.18
MW-6 11/15/04 15 2 2-15 692.62
MW-7 11/15/04 15 2 3-15 692.81
MW-8 11/16/04 15 2 1-15 693.61
MW-9 11/15/04 15 2 2-15 695.54
MW-10 11/16/04 15 2 2-15 694.14
MW-11 11/16/04 15 2 2-15 693.23
MW-12 11/15/04 15 2 2-15 693.56
MW-13 11/16/04 15 2 2-15 693.28
MW-14 11/16/04 15 2 2-15 694.31
MW-14I 11/16/04 25 2 10-25 694.06
MW-15 11/16/04 15 2 2-15 693.85
MW-16 11/15/04 15 2 2-15 692.50
MW-17 11/15/04 15 2 2-15 693.56
MW-18 10/31/05 15 2 3-15 694.05
MW-18D*11/01/05 38 2 32-37 694.11
MW-19 02/01/06 70 2 60-70 694.50
Notes:
amsl - above mean sea level
bgs - below ground surface
* - MW-18D was constructed as a Type III monitoring well, with a 6-inch poly vinyl chloride surface
casing installed to 30 feet bgs.
Table 1
Monitoring Well Construction Details
Salisbury, Rowan County, North Carolina
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
11/18/04 1.88 ND ND 692.54
06/09/05 0.86 ND ND 693.56
11/09/05 3.25 ND ND 691.17
02/01/06 0.92 ND ND 693.50
09/20/06 1.32 ND ND 693.10
03/14/07 1.15 ND ND 693.27
06/05/07 2.50 ND ND 691.92
08/29/07 6.56 ND ND 687.86
11/07/07 4.13 ND ND 690.29
04/01/08 1.63 ND ND 692.79
10/08/08 1.53 ND ND 692.89
03/18/09 0.00 ND ND 694.42
09/30/08 2.90 ND ND 691.52
03/24/10 0.81 ND ND 693.61
09/28/10 2.81 ND ND 691.61
03/30/11 0.44 ND ND 693.98
11/02/11 1.81 ND ND 692.61
05/23/12 0.26 ND ND 694.16
10/10/12 1.82 ND ND 692.60
05/15/13 1.17 ND ND 693.25
10/09/13 2.28 ND ND 692.14
03/26/14 0.50 ND ND 693.92
10/28/14 3.71 ND ND 690.71
03/18/15 1.14 ND ND 693.28
10/21/15 2.65 ND ND 691.77
04/20/16 2.34 ND ND 692.08
10/05/16 4.06 ND ND 690.36
04/27/17 0.24 ND ND 694.18
04/13/18 2.43 ND ND 691.99
04/08/19 1.11 ND ND 693.31
04/07/20 1.89 ND ND 692.53
04/13/21 1.98 ND ND 692.44
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
MW-1 694.42
1 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 2.22 ND ND 691.01
06/09/05 1.63 ND ND 691.60
11/09/05 3.68 ND ND 689.55
02/01/06 1.46 ND ND 691.77
09/20/06 2.07 ND ND 691.16
03/14/07 1.55 ND ND 691.68
06/05/07 3.00 ND ND 690.23
08/29/07 7.56 ND ND 685.67
11/07/07 6.59 ND ND 686.64
04/01/08 2.40 ND ND 690.83
10/08/08 2.99 ND ND 690.24
03/18/09 1.34 ND ND 691.89
09/30/09 4.63 ND ND 688.60
03/24/10 0.56 ND ND 692.67
09/28/10 4.15 ND ND 689.08
03/30/11 1.91 ND ND 691.32
11/02/11 3.37 ND ND 689.86
05/23/12 1.28 ND ND 691.95
10/10/12 3.15 ND ND 690.08
05/15/13 1.61 ND ND 691.62
10/09/13 2.88 ND ND 690.35
03/26/14 1.12 ND ND 692.11
10/28/14 5.20 ND ND 688.03
03/18/15 1.76 ND ND 691.47
10/21/15 3.72 ND ND 689.51
04/20/16 2.43 ND ND 690.80
10/05/16 6.13 ND ND 687.10
04/27/17 1.00 ND ND 692.23
04/13/18 1.90 ND ND 691.33
04/08/19 1.35 ND ND 691.88
04/07/20 1.72 ND ND 691.51
04/13/21 1.53 ND ND 691.70
MW-2 693.23
2 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 1.95 ND ND 691.53
06/09/05 1.39 ND ND 692.09
11/09/05 3.47 ND ND 690.01
02/01/06 1.18 ND ND 692.30
09/20/06 1.71 ND ND 691.77
03/14/07 1.85 ND ND 691.63
06/05/07 2.81 ND ND 690.67
08/29/07 7.61 ND ND 685.87
11/07/07 6.49 ND ND 686.99
04/01/08 2.08 ND ND 691.40
10/08/08 2.72 ND ND 690.76
03/18/09 1.83 ND ND 691.65
09/30/09 4.54 ND ND 688.94
03/24/10 0.84 ND ND 692.64
09/28/10 3.90 ND ND 689.58
03/30/11 2.04 ND ND 691.44
11/02/11 2.85 ND ND 690.63
05/23/12 1.09 ND ND 692.39
10/10/12 2.89 ND ND 690.59
05/15/13 1.51 ND ND 691.97
10/09/13 2.89 ND ND 690.59
03/26/14 1.09 ND ND 692.39
10/28/14 5.31 ND ND 688.17
03/18/15 1.66 ND ND 691.82
10/21/15 3.50 ND ND 689.98
04/20/16 2.14 ND ND 691.34
10/05/16 6.06 ND ND 687.42
04/27/17 0.91 ND ND 692.57
04/13/18 1.82 ND ND 691.66
04/08/19 1.23 ND ND 692.25
04/07/20 1.62 ND ND 691.86
04/13/21 1.11 ND ND 692.37
MW-3 693.48
3 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 2.87 ND ND 690.67
06/09/05 0.42 ND ND 693.12
11/09/05 4.32 ND ND 689.22
02/01/06 1.86 ND ND 691.68
09/20/06 2.58 ND ND 690.96
03/14/07 2.10 ND ND 691.44
06/05/07 3.57 ND ND 689.97
08/29/07 8.52 ND ND 685.02
11/07/07 7.41 ND ND 686.13
04/01/08 0.78 ND ND 692.76
10/08/08 3.75 ND ND 689.79
03/18/09 1.02 ND ND 692.52
09/30/09 4.24 ND ND 689.30
03/24/10 1.34 ND ND 692.20
09/28/10 2.02 ND ND 691.52
03/30/11 0.00 ND ND 693.54
11/02/11 3.73 ND ND 689.81
05/23/12 0.98 ND ND 692.56
10/10/12 3.63 ND ND 689.91
05/15/13 3.16 ND ND 690.38
10/09/13 3.59 ND ND 689.95
03/26/14 1.33 ND ND 692.21
10/28/14 5.86 ND ND 687.68
03/18/15 2.21 ND ND 691.33
10/21/15 4.36 ND ND 689.18
04/20/16 2.20 ND ND 691.34
10/05/16 6.68 ND ND 686.86
04/27/17 1.13 ND ND 692.41
04/13/18 2.47 ND ND 691.07
04/08/19 1.65 ND ND 691.89
04/07/20 2.17 ND ND 691.37
04/13/21 1.72 ND ND 691.82
MW-4 693.54
4 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 4.34 ND ND 689.84
06/09/05 3.23 ND ND 690.95
11/09/05 5.75 ND ND 688.43
02/01/06 3.27 ND ND 690.91
09/20/06 4.15 ND ND 690.03
03/14/07 3.41 ND ND 690.77
06/05/07 5.05 ND ND 689.13
08/29/07 9.44 ND ND 684.74
11/07/07 8.57 ND ND 685.61
04/01/08 4.62 ND ND 689.56
10/08/08 5.09 ND ND 689.09
03/18/09 3.89 ND ND 690.29
09/30/09 6.83 ND ND 687.35
03/24/10 3.52 ND ND 690.66
09/28/10 6.92 ND ND 687.26
03/30/11 5.05 ND ND 689.13
11/02/11 5.13 ND ND 689.05
05/23/12 4.16 ND ND 690.02
10/10/12 4.73 ND ND 689.45
05/15/13 4.41 ND ND 689.77
10/09/13 4.66 ND ND 689.52
03/26/14 2.90 ND ND 691.28
10/28/14 6.40 ND ND 687.78
03/18/15 3.52 ND ND 690.66
10/21/15 5.72 ND ND 688.46
04/20/16 4.27 ND ND 689.91
10/05/16 7.81 ND ND 686.37
04/27/17 2.97 ND ND 691.21
04/13/18 3.69 ND ND 690.49
04/08/19 3.56 ND ND 690.62
04/07/20 3.97 ND ND 690.21
04/13/21 3.57 ND ND 690.61
MW-5 694.18
5 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 4.39 ND ND 688.23
06/09/05 3.26 ND ND 689.36
11/09/05 4.06 ND ND 688.56
02/01/06 2.65 ND ND 689.97
09/20/06 4.09 ND ND 688.53
03/14/07 2.85 ND ND 689.77
06/05/07 3.42 ND ND 689.20
08/29/07 9.35 ND ND 683.27
11/07/07 9.36 ND ND 683.26
04/01/08 5.57 ND ND 687.05
10/08/08 6.31 ND ND 686.31
03/18/09 4.11 ND ND 688.51
09/30/09 5.63 ND ND 686.99
03/24/10 2.27 ND ND 690.35
09/28/10 6.41 ND ND 686.21
03/30/11 3.28 ND ND 689.34
11/02/11 4.90 ND ND 687.72
05/23/12 2.54 ND ND 690.08
10/10/12 4.96 ND ND 687.66
05/15/13 2.69 ND ND 689.93
10/09/13 4.63 ND ND 687.99
03/26/14 1.91 ND ND 690.71
10/28/14 7.37 ND ND 685.25
03/18/15 2.86 ND ND 689.76
10/21/15 5.71 ND ND 686.91
04/20/16 3.30 ND ND 689.32
10/05/16 8.05 ND ND 684.57
04/27/17 2.20 ND ND 690.42
04/13/18 4.98 ND ND 687.64
04/08/19 2.31 ND ND 690.31
04/07/20 2.68 ND ND 689.94
04/13/21 1.98 ND ND 690.64
MW-6 692.62
6 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 6.68 ND ND 686.13
06/09/05 4.52 ND ND 688.29
11/09/05 6.92 ND ND 685.89
02/01/06 4.24 ND ND 688.57
09/20/06 5.67 ND ND 687.14
03/14/07 4.32 ND ND 688.49
06/05/07 6.11 ND ND 686.70
08/29/07 11.19 ND ND 681.62
11/07/07 10.49 ND ND 682.32
04/01/08 6.04 ND ND 686.77
10/08/08 6.92 ND ND 685.89
03/18/09 4.20 ND ND 688.61
09/30/09 8.31 ND ND 684.50
03/24/10 4.03 ND ND 688.78
09/28/10 7.90 ND ND 684.91
03/30/11 4.92 ND ND 687.89
11/02/11 6.77 ND ND 686.04
05/23/12 4.26 ND ND 688.55
10/10/12 6.79 ND ND 686.02
05/15/13 7.31 ND ND 685.50
10/09/13 6.37 ND ND 686.44
03/26/14 3.55 ND ND 689.26
10/28/14 9.08 ND ND 683.73
03/18/15 4.45 ND ND 688.36
10/21/15 7.49 ND ND 685.32
04/20/16 4.89 ND ND 687.92
10/05/16 9.75 ND ND 683.06
04/27/17 3.95 ND ND 688.86
04/13/18 4.68 ND ND 688.13
04/08/19 3.74 ND ND 689.07
04/07/20 4.29 ND ND 688.52
04/13/21 3.76 ND ND 689.05
692.81MW-7
7 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 2.58 ND ND 691.03
06/09/05 1.94 ND ND 691.67
11/09/05 3.84 ND ND 689.77
02/01/06 1.83 ND ND 691.78
09/20/06 2.32 ND ND 691.29
03/14/07 1.85 ND ND 691.76
06/05/07 3.18 ND ND 690.43
08/29/07 7.38 ND ND 686.23
11/07/07 6.39 ND ND 687.22
04/01/08 2.50 ND ND 691.11
10/08/08 3.05 ND ND 690.56
03/18/09 1.17 ND ND 692.44
09/30/09 4.59 ND ND 689.02
03/24/10 1.39 ND ND 692.22
09/28/10 3.99 ND ND 689.62
03/30/11 1.96 ND ND 691.65
11/02/11 3.20 ND ND 690.41
05/23/12 1.53 ND ND 692.08
10/10/12 3.21 ND ND 690.40
05/15/13 1.89 ND ND 691.72
10/09/13 3.19 ND ND 690.42
03/26/14 1.40 ND ND 692.21
10/28/14 5.32 ND ND 688.29
03/18/15 2.08 ND ND 691.53
10/21/15 3.76 ND ND 689.85
04/20/16 2.57 ND ND 691.04
10/05/16 5.99 ND ND 687.62
04/27/17 1.29 ND ND 692.32
04/13/18 2.19 ND ND 691.42
04/08/19 1.69 ND ND 691.92
04/07/20 2.04 ND ND 691.57
04/13/21 1.62 ND ND 691.99
MW-8 693.61
8 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 5.03 ND ND 690.51
06/09/05 4.56 ND ND 690.98
11/09/05 6.67 ND ND 688.87
02/01/06 4.23 ND ND 691.31
09/20/06 5.06 ND ND 690.48
03/14/07 4.46 ND ND 691.08
06/05/07 5.78 ND ND 689.76
08/29/07 10.02 ND ND 685.52
11/07/07 9.37 ND ND 686.17
04/01/08 5.36 ND ND 690.18
10/08/08 5.49 ND ND 690.05
03/18/09 3.57 ND ND 691.97
09/30/09 7.23 ND ND 688.31
03/24/10 3.85 ND ND 691.69
09/28/10 6.74 ND ND 688.80
03/30/11 4.78 ND ND 690.76
11/02/11 5.85 ND ND 689.69
05/23/12 3.62 ND ND 691.92
10/10/12 5.91 ND ND 689.63
03/26/14 3.47 ND ND 692.07
10/28/14 8.27 ND ND 687.27
03/18/15 4.47 ND ND 691.07
10/21/15 6.54 ND ND 689.00
04/20/16 5.16 ND ND 690.38
10/05/16 8.89 ND ND 686.65
04/27/17 3.13 ND ND 692.41
04/13/18 4.53 ND ND 691.01
04/08/19 3.81 ND ND 691.73
04/07/20 4.54 ND ND 691.00
04/13/21 3.92 ND ND 691.62
MW-9 695.54
9 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 3.12 ND ND 691.02
06/09/05 2.26 ND ND 691.88
11/09/05 3.10 ND ND 691.04
02/01/06 2.09 ND ND 692.05
09/20/06 2.82 ND ND 691.32
03/14/07 2.25 ND ND 691.89
06/05/07 3.37 ND ND 690.77
08/29/07 5.31 ND ND 688.83
11/07/07 5.45 ND ND 688.69
04/01/08 4.61 ND ND 689.53
10/08/08 3.66 ND ND 690.48
03/18/09 3.95 ND ND 690.19
09/30/09 4.60 ND ND 689.54
03/24/10 2.34 ND ND 691.80
09/28/10 4.36 ND ND 689.78
03/30/11 4.09 ND ND 690.05
11/02/11 3.24 ND ND 690.90
05/23/12 2.75 ND ND 691.39
10/10/12 3.50 ND ND 690.64
03/26/14 2.43 ND ND 691.71
10/28/14 4.04 ND ND 690.10
03/18/15 2.60 ND ND 691.54
10/21/15 4.38 ND ND 689.76
04/20/16 3.31 ND ND 690.83
10/05/16 5.03 ND ND 689.11
04/27/17 3.09 ND ND 691.05
04/13/18 3.70 ND ND 690.44
04/08/19 3.23 ND ND 690.91
04/07/20 3.21 ND ND 690.93
04/13/21 2.24 ND ND 691.90
MW-10 694.14
10 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 2.17 ND ND 691.06
06/09/05 1.57 ND ND 691.66
11/09/05 3.70 ND ND 689.53
02/01/06 1.39 ND ND 691.84
09/20/06 2.01 ND ND 691.22
03/14/07 1.80 ND ND 691.43
06/05/07 3.01 ND ND 690.22
08/29/07 7.71 ND ND 685.52
11/07/07 6.72 ND ND 686.51
04/01/08 2.40 ND ND 690.83
10/08/08 3.04 ND ND 690.19
03/18/09 0.77 ND ND 692.46
09/30/09 4.67 ND ND 688.56
03/24/10 1.00 ND ND 692.23
09/28/10 4.19 ND ND 689.04
03/30/11 1.95 ND ND 691.28
11/02/11 3.10 ND ND 690.13
05/23/12 1.22 ND ND 692.01
10/10/12 3.11 ND ND 690.12
03/26/14 1.07 ND ND 692.16
10/28/14 5.48 ND ND 687.75
03/18/15 1.76 ND ND 691.47
10/21/15 3.73 ND ND 689.50
04/20/16 2.22 ND ND 691.01
10/05/16 6.31 ND ND 686.92
04/27/17 0.96 ND ND 692.27
04/13/18 1.90 ND ND 691.33
04/08/19 1.27 ND ND 691.96
04/07/20 1.71 ND ND 691.52
04/13/21 1.09 ND ND 692.14
MW-11 693.23
11 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 2.34 ND ND 691.22
06/09/05 1.88 ND ND 691.68
11/09/05 4.01 ND ND 689.55
02/01/06 1.79 ND ND 691.77
09/20/06 2.22 ND ND 691.34
03/14/07 1.91 ND ND 691.65
06/05/07 3.40 ND ND 690.16
08/29/07 8.51 ND ND 685.05
11/07/07 7.28 ND ND 686.28
04/01/08 2.56 ND ND 691.00
10/08/08 3.41 ND ND 690.15
03/18/09 1.66 ND ND 691.90
09/30/09 5.32 ND ND 688.24
03/24/10 1.77 ND ND 691.79
09/28/10 4.90 ND ND 688.66
03/30/11 1.93 ND ND 691.63
11/02/11 3.45 ND ND 690.11
05/23/12 1.73 ND ND 691.83
10/10/12 3.45 ND ND 690.11
05/15/13 2.16 ND ND 691.40
10/09/13 3.38 ND ND 690.18
03/26/14 2.05 ND ND 691.51
10/28/14 6.02 ND ND 687.54
03/18/15 2.25 ND ND 691.31
10/21/15 4.18 ND ND 689.38
04/20/16 2.61 ND ND 690.95
10/05/16 6.81 ND ND 686.75
04/27/17 1.78 ND ND 691.78
04/13/18 2.43 ND ND 691.13
04/08/19 2.29 ND ND 691.27
04/07/20 2.42 ND ND 691.14
04/13/21 2.25 ND ND 691.31
MW-12 693.56
12 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 2.98 ND ND 690.30
06/09/05 2.53 ND ND 690.75
11/09/05 4.14 ND ND 689.14
02/01/06 2.05 ND ND 691.23
09/20/06 3.80 ND ND 689.48
03/14/07 2.66 ND ND 690.62
06/05/07 3.65 ND ND 689.63
08/29/07 7.39 ND ND 685.89
11/07/07 7.77 ND ND 685.51
04/01/08 4.62 ND ND 688.66
10/08/08 4.10 ND ND 689.18
03/18/09 3.45 ND ND 689.83
09/30/09 5.89 ND ND 687.39
03/24/10 2.75 ND ND 690.53
09/28/10 5.95 ND ND 687.33
03/30/11 5.01 ND ND 688.27
11/02/11 3.82 ND ND 689.46
05/23/12 3.75 ND ND 689.53
10/10/12 4.06 ND ND 689.22
05/15/13 2.92 ND ND 690.36
10/09/13 3.57 ND ND 689.71
03/26/14 1.37 ND ND 691.91
10/28/14 5.70 ND ND 687.58
03/18/15 2.42 ND ND 690.86
10/21/15 4.92 ND ND 688.36
04/20/16 2.89 ND ND 690.39
10/05/16 7.33 ND ND 685.95
04/27/17 1.65 ND ND 691.63
04/13/18 4.64 ND ND 688.64
04/08/19 1.56 ND ND 691.72
04/07/20 2.42 ND ND 690.86
04/13/21 2.18 ND ND 691.10
MW-13 693.28
13 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 4.48 ND ND 689.83
06/09/05 3.74 ND ND 690.57
11/09/05 6.03 ND ND 688.28
02/01/06 3.51 ND ND 690.80
09/20/06 4.43 ND ND 689.88
03/14/07 3.57 ND ND 690.74
06/05/07 5.23 ND ND 689.08
08/29/07 9.89 ND ND 684.42
11/07/07 9.01 ND ND 685.30
04/01/08 4.86 ND ND 689.45
10/08/08 5.48 ND ND 688.83
03/18/09 2.99 ND ND 691.32
09/30/09 7.11 ND ND 687.20
03/24/10 3.14 ND ND 691.17
09/28/10 6.89 ND ND 687.42
03/30/11 4.18 ND ND 690.13
11/02/11 5.49 ND ND 688.82
05/23/12 3.58 ND ND 690.73
10/10/12 5.60 ND ND 688.71
05/15/13 3.58 ND ND 690.73
10/09/13 5.31 ND ND 689.00
03/26/14 2.86 ND ND 691.45
10/28/14 7.77 ND ND 686.54
03/18/15 3.71 ND ND 690.60
10/21/15 6.11 ND ND 688.20
04/20/16 4.21 ND ND 690.10
10/05/16 8.40 ND ND 685.91
04/27/17 2.94 ND ND 691.37
04/13/18 3.88 ND ND 690.43
04/08/19 3.05 ND ND 691.26
04/07/20 3.66 ND ND 690.65
04/13/21 3.07 ND ND 691.24
MW-14 694.31
14 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 4.30 ND ND 689.76
06/09/05 3.67 ND ND 690.39
11/09/05 5.38 ND ND 688.68
02/01/06 3.36 ND ND 690.70
09/20/06 4.34 ND ND 689.72
03/14/07 3.51 ND ND 690.55
06/05/07 5.12 ND ND 688.94
08/29/07 9.87 ND ND 684.19
11/07/07 9.03 ND ND 685.03
04/01/08 4.75 ND ND 689.31
10/08/08 5.35 ND ND 688.71
03/18/09 2.87 ND ND 691.19
09/30/09 6.99 ND ND 687.07
03/24/10 2.95 ND ND 691.11
09/28/10 6.66 ND ND 687.40
03/30/11 3.81 ND ND 690.25
11/02/11 5.44 ND ND 688.62
05/23/12 3.19 ND ND 690.87
10/10/12 5.42 ND ND 688.64
05/15/13 3.39 ND ND 690.67
10/09/13 5.17 ND ND 688.89
03/26/14 2.68 ND ND 691.38
10/28/14 7.75 ND ND 686.31
03/18/15 3.58 ND ND 690.48
10/21/15 6.13 ND ND 687.93
04/20/16 4.08 ND ND 689.98
10/05/16 8.44 ND ND 685.62
04/27/17 2.84 ND ND 691.22
04/13/18 3.78 ND ND 690.28
04/08/19 2.93 ND ND 691.13
04/07/20 3.48 ND ND 690.58
04/13/21 2.74 ND ND 691.32
MW-14I 694.06
15 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 4.66 ND ND 689.19
06/09/05 4.32 ND ND 689.53
11/09/05 5.69 ND ND 688.16
02/01/06 3.11 ND ND 690.74
09/20/06 4.68 ND ND 689.17
03/14/07 3.22 ND ND 690.63
06/05/07 4.95 ND ND 688.90
08/29/07 9.48 ND ND 684.37
11/07/07 8.69 ND ND 685.16
04/01/08 4.52 ND ND 689.33
10/08/08 4.98 ND ND 688.87
03/18/09 2.68 ND ND 691.17
09/30/09 6.87 ND ND 686.98
03/24/10 2.81 ND ND 691.04
09/28/10 6.78 ND ND 687.07
03/30/11 3.65 ND ND 690.20
11/02/11 5.09 ND ND 688.76
05/23/12 3.49 ND ND 690.36
10/10/12 6.15 ND ND 687.70
05/15/13 2.86 ND ND 690.99
10/09/13 5.17 ND ND 688.68
03/26/14 2.52 ND ND 691.33
10/28/14 7.25 ND ND 686.60
03/18/15 3.21 ND ND 690.64
10/21/15 5.61 ND ND 688.24
04/20/16 3.80 ND ND 690.05
10/05/16 7.90 ND ND 685.95
04/27/17 3.32 ND ND 690.53
04/13/18 3.45 ND ND 690.40
04/08/19 2.40 ND ND 691.45
04/07/20 2.85 ND ND 691.00
04/13/21 3.05 ND ND 690.80
MW-15 693.85
16 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 2.37 ND ND 690.13
06/09/05 1.89 ND ND 690.61
11/09/05 4.28 ND ND 688.22
02/01/06 1.97 ND ND 690.53
09/20/06 2.78 ND ND 689.72
03/14/07 1.97 ND ND 690.53
06/05/07 3.49 ND ND 689.01
08/29/07 8.92 ND ND 683.58
11/07/07 7.89 ND ND 684.61
04/01/08 3.07 ND ND 689.43
10/08/08 4.15 ND ND 688.35
03/18/09 2.59 ND ND 689.91
09/30/09 5.87 ND ND 686.63
03/24/10 2.61 ND ND 689.89
09/28/10 5.49 ND ND 687.01
03/30/11 2.92 ND ND 689.58
11/02/11 3.93 ND ND 688.57
05/23/12 2.70 ND ND 689.80
10/10/12 3.77 ND ND 688.73
05/15/13 2.78 ND ND 689.72
10/09/13 3.59 ND ND 688.91
03/26/14 2.77 ND ND 689.73
10/28/14 6.45 ND ND 686.05
03/18/15 2.87 ND ND 689.63
10/21/15 4.79 ND ND 687.71
04/20/16 2.75 ND ND 689.75
10/05/16 7.22 ND ND 685.28
04/27/17 2.80 ND ND 689.70
04/13/18 2.70 ND ND 689.80
04/08/19 2.51 ND ND 689.99
04/07/20 2.58 ND ND 689.92
04/13/21 2.48 ND ND 690.02
MW-16 692.50
17 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/18/04 5.50 ND ND 688.06
06/09/05 3.65 ND ND 689.91
11/09/05 5.90 ND ND 687.66
02/01/06 4.05 ND ND 689.51
09/20/06 5.63 ND ND 687.93
03/14/07 3.55 ND ND 690.01
06/05/07 5.41 ND ND 688.15
08/29/07 9.84 ND ND 683.72
11/07/07 9.09 ND ND 684.47
04/01/08 4.87 ND ND 688.69
10/08/08 5.52 ND ND 688.04
03/18/09 2.93 ND ND 690.63
09/30/09 6.99 ND ND 686.57
03/24/10 3.03 ND ND 690.53
09/28/10 6.83 ND ND 686.73
03/30/11 3.93 ND ND 689.63
11/02/11 5.47 ND ND 688.09
05/23/12 3.21 ND ND 690.35
10/10/12 5.49 ND ND 688.07
05/15/13 3.34 ND ND 690.22
10/09/13 5.20 ND ND 688.36
03/26/14 2.90 ND ND 690.66
10/28/14 7.77 ND ND 685.79
03/18/15 3.48 ND ND 690.08
10/21/15 6.16 ND ND 687.40
04/20/16 3.96 ND ND 689.60
10/05/16 8.46 ND ND 685.10
04/27/17 2.84 ND ND 690.72
04/13/18 3.67 ND ND 689.89
04/08/19 2.94 ND ND 690.62
04/07/20 3.41 ND ND 690.15
04/13/21 3.17 ND ND 690.39
MW-17 693.56
18 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/09/05 9.76 ND ND 684.29
02/01/06 6.72 ND ND 687.33
09/20/06 7.99 ND ND 686.06
03/14/07 6.77 ND ND 687.28
06/05/07 8.86 ND ND 685.19
08/29/07 13.67 ND ND 680.38
11/07/07 13.58 ND ND 680.47
04/01/08 8.72 ND ND 685.33
10/08/08 8.97 ND ND 685.08
03/18/09 6.45 ND ND 687.60
09/30/09 10.34 ND ND 683.71
03/24/10 6.50 ND ND 687.55
09/28/10 10.63 ND ND 683.42
03/30/11 7.30 ND ND 686.75
11/02/11 9.14 ND ND 684.91
05/23/12 6.65 ND ND 687.40
10/10/12 9.50 ND ND 684.55
05/15/13 6.51 ND ND 687.54
10/09/13 8.99 ND ND 685.06
03/26/14 5.70 ND ND 688.35
10/28/14 11.82 ND ND 682.23
03/18/15 6.70 ND ND 687.35
10/21/15 9.70 ND ND 684.35
04/20/16 7.47 ND ND 686.58
10/05/16 12.50 ND ND 681.55
04/27/17 6.03 ND ND 688.02
04/13/18 6.81 ND ND 687.24
04/08/19 6.75 ND ND 687.30
04/07/20 6.81 ND ND 687.24
04/13/21 6.10 ND ND 687.95
MW-18 694.05
19 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
11/09/05 20.39 ND ND 673.72
02/01/06 7.20 ND ND 686.91
09/20/06 7.63 ND ND 686.48
03/14/07 7.25 ND ND 686.86
06/05/07 10.86 ND ND 683.25
08/29/07 13.22 ND ND 680.89
11/07/07 13.95 ND ND 680.16
04/01/08 9.35 ND ND 684.76
10/08/08 9.95 ND ND 684.16
03/18/09 6.96 ND ND 687.15
09/30/09 11.30 ND ND 682.81
03/24/10 7.00 ND ND 687.11
09/28/10 10.98 ND ND 683.13
03/30/11 7.93 ND ND 686.18
11/02/11 9.95 ND ND 684.16
05/23/12 7.15 ND ND 686.96
10/10/12 10.21 ND ND 683.90
05/15/13 7.12 ND ND 686.99
10/09/13 9.42 ND ND 684.69
03/26/14 7.12 ND ND 686.99
10/28/14 12.35 ND ND 681.76
03/18/15 7.28 ND ND 686.83
10/21/15 10.58 ND ND 683.53
04/20/16 7.88 ND ND 686.23
10/05/16 13.19 ND ND 680.92
04/27/17 6.48 ND ND 687.63
04/13/18 7.44 ND ND 686.67
04/08/19 6.69 ND ND 687.42
04/07/20 7.22 ND ND 686.89
04/13/21 6.55 ND ND 687.56
MW-18D 694.11
20 of 21
Well ID
Top-of-
Casing
Elevation
(feet amsl)
Date
Measured
Depth to
Groundwater
(feet btoc)
Depth to
LNAPL
(feet btoc)
LNAPL
Thickness
(feet)
Groundwater
Elevation
(feet amsl)
Table 2
Groundwater Elevation Data
Products (SE) Pipe Line Corporation
Salisbury Pump Station
Salisbury, Rowan County, North Carolina
1615 Jake Alexander Boulevard West
09/20/06 11.93 ND ND 682.57
03/14/07 9.84 ND ND 684.66
06/05/07 12.33 ND ND 682.17
08/29/07 17.71 ND ND 676.79
11/07/07 17.62 ND ND 676.88
04/01/08 12.27 ND ND 682.23
10/08/08 13.62 ND ND 680.88
03/18/09 9.78 ND ND 684.72
09/30/09 15.13 ND ND 679.37
03/24/10 9.72 ND ND 684.78
09/28/10 14.82 ND ND 679.68
03/30/11 10.90 ND ND 683.60
11/02/11 13.90 ND ND 680.60
05/23/12 10.08 ND ND 684.42
10/10/12 14.16 ND ND 680.34
05/15/13 9.97 ND ND 684.53
10/09/13 12.96 ND ND 681.54
03/26/14 8.72 ND ND 685.78
10/28/14 16.25 ND ND 678.25
03/18/15 10.12 ND ND 684.38
10/21/15 14.59 ND ND 679.91
04/20/16 10.81 ND ND 683.69
10/05/16 17.24 ND ND 677.26
04/27/17 9.22 ND ND 685.28
04/13/18 10.27 ND ND 684.23
04/08/19 9.19 ND ND 685.31
04/07/20 9.94 ND ND 684.56
04/13/21 8.98 ND ND 685.52
Notes:
LNAPL - light non-aqueous phase liquid
amsl - above mean sea level
btoc - below top of casing
ND - not detected
MW-19 694.50
21 of 21
Well ID Date
Measured pH (s.u.)Temperature
(°C)
Dissolved
Oxygen
(mg/L)
Oxidation
Reduction
Potential
(mV)
Specific
Conductivity
(µS/cm)
MW-1 04/14/21 6.30 15.4 2.29 -47.1 230.5
MW-5 04/14/21 6.55 15.6 2.00 -45.5 253.9
MW-13 04/14/21 6.81 16.2 3.47 -63.9 271.8
MW-15 04/14/21 6.99 16.2 2.58 -126.8 323.0
Notes:
°C - degrees Celsius
mg/L - milligrams per liter
mV - millivolts
s.u. - standard units
µS/cm - microSiemens per centimeter
Table 3
Groundwater Quality Field Parameters
Salisbury, Rowan County, North Carolina
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
11/18/04 10 <1.2 U 20 3.5 <1 NA
06/09/05 0.4 J <1 22.3 31.4 <5 16.6
11/09/05 2.56 <0.28 20.4 26.5 <0.42 22
09/20/06 2.51 <1 16.2 <3 <1 14.3
11/07/07 2.07 0.36 J 18.2 1.59 J <0.5 <16.1 U
10/08/08 0.88 J 0.31 J 10.8 <0.86 <0.5 14.9
09/30/09 0.64 J <0.35 11.8 0.87 J <0.41 12.4
09/28/10 0.42 J <0.33 9.87 0.95 J <0.37 9.33
11/02/11 <0.049 <0.078 3.81 J 0.203 J <0.105 6.83
05/23/12 0.283 J <0.127 9.77 <0.384 <0.275 12
10/10/12 <0.111 <0.122 6.94 <0.179 <0.479 7.66
05/15/13 <0.111 <0.122 7 0.276 J <0.479 10.9
10/09/13 <0.111 <0.122 5.65 <0.179 <0.479 7.62
03/26/14 <0.111 <0.122 3.96 J 0.35 J <0.479 7.12
10/29/14 <0.111 <0.122 4.2 J <0.179 <0.479 4.56 J
03/18/15 <0.111 <0.122 2.42 J <0.179 <0.479 <0.176
10/21/15 <0.2 <0.2 2.82 J <0.4 <0.5 5.26
04/20/16 <0.2 <0.2 3.5 J <0.4 <0.5 11.7
10/05/16 <0.2 <0.2 1.96 J <0.4 <0.5 6.7
04/27/17 <0.2 <0.2 1.23 J <0.4 <0.5 8.78
04/13/18 <0.2 <0.2 1.62 J <0.4 <0.5 UJ 6.65
04/09/19 <0.38 <0.41 0.89 J <1.6 <0.70 1.4
04/08/20 <0.38 <0.41 1.4 <1.6 <0.70 4.1
04/14/21 <0.38 <0.41 0.68 J <1.6 <0.70 1.4
11/18/04 <1 <1 <1 <3 <1 NA
06/09/05 <1 <1 <1 <1 <5 <5
11/09/05 1.19 <0.28 <0.34 <0.82 <0.42 7.94
09/20/06 <1 <1 <1 <3 <1 <5
03/14/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
06/05/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
08/29/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
11/07/07 <0.27 <0.28 0.28 J <0.86 <0.5 <3.88 U
04/01/08 <0.27 <0.28 <0.24 <0.86 <0.5 <0.54
10/08/08 <0.27 <0.28 <0.24 <0.86 <0.5 4.82 J
03/18/09 <0.27 <0.28 <0.24 <0.86 <0.5 <0.54
09/30/09 <0.41 <0.35 <0.35 <0.73 <0.41 <0.38
03/24/10 <0.41 <0.35 <0.35 <0.73 <0.41 <0.38
09/28/10 <0.27 <0.33 <0.32 <0.87 <0.37 <0.17
03/30/11 <0.049 <0.078 <0.18 <0.123 <0.105 <0.175
11/02/11 <0.049 <0.078 <0.18 <0.123 <0.105 0.236 J
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
MW-2
MW-1
Page 1 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/18/04 <1 <1 <1 <3 <1 NA
06/09/05 <1 <1 <1 <1 <5 <5
11/10/05 <0.29 <0.28 <0.34 <0.82 <0.42 <1.13
09/20/06 <1 <1 <1 <3 <1 <5
11/07/07 <0.27 <0.28 <0.24 <0.86 <0.5 <1.54 U
10/08/08 <0.27 <0.28 <0.24 <0.86 <0.5 3.6 J
09/30/09 <0.41 <0.35 <0.35 <0.73 <0.41 <0.38
09/28/10 <0.27 <0.33 <0.32 <0.87 <0.37 <0.1711/02/11 <0.049 <0.078 <0.18 <0.123 <0.105 <0.175
11/18/04 10 7 50 50 1.6 NA
06/09/05 <1 <1 <1 <1 <5 <5
11/09/05 <0.29 <0.28 <0.34 <0.82 <0.42 8.19
09/20/06 <1 <1 <1 <3 <1 <5
03/14/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
06/05/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
08/29/07 7.66 <0.42 2.01 18.5 <0.44 15.6
11/07/07 13.1 3.01 25.5 35.7 2.11 17.4
04/02/08 0.47 J <0.28 1.47 <0.86 <0.5 0.79 J
10/09/08 2.7 <0.28 1.14 8.07 <0.5 8.21
03/19/09 0.45 J <0.28 0.38 J <0.86 <0.5 0.95 J
09/30/09 20.2 5.84 62.0 74.0 <0.41 55.4
03/25/10 <0.41 <0.35 <0.35 <0.73 <0.41 0.49 J
09/28/10 <0.27 <0.33 <0.32 <0.87 <0.37 <0.17
03/30/11 <0.049 <0.078 <0.18 <0.123 <0.105 <0.175
11/03/11 <0.049 <0.078 <0.18 <0.123 <0.105 <0.175
05/24/12 1.39 <0.127 <0.119 <0.384 <0.275 9.22
10/10/12 <0.111 <0.122 <0.109 <0.179 <0.479 2.86 J
05/16/13 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/09/13 1.14 <0.122 <0.109 <0.179 <0.479 6.87
03/27/14 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/29/14 32.2 15.6 105 214 1.72 J 99.4
03/18/15 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/21/15 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
04/20/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
10/05/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
04/27/17 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
MW-3
MW-4
Page 2 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/19/04 <1 <1 <1 <3 4.9 NA
06/09/05 64.2 2.8 46.7 3.6 6.7 140
11/10/05 60.2 3.4 16.4 6.28 12.6 86.1
09/21/06 72.7 4.07 24.7 9.02 10.1 168
03/14/07 24.9 1.28 7.83 3.26 13.7 25.3
06/05/07 33.4 1.64 5.67 4.65 11.4 35.4
08/29/07 38.5 1.5 9.74 3.65 15.3 14.9
11/07/07 20.2 1.49 2.68 2.36 J 18.6 <4.99 U
04/02/08 48.7 5.07 16.3 6.06 13 28.3
10/09/08 55 4.84 12.2 11.5 11.3 30.9
03/19/09 37.5 3.79 8.77 6.31 11.1 20.9
09/30/09 16.4 1.14 2.07 2.66 J 11.4 2.10 J
03/25/10 12.2 1.58 2.74 1.98 J 13 3.33 J
09/28/10 33.2 3.14 4.69 4.6 9.94 7.73
03/30/11 35.6 5.1 12.3 12.2 9.12 44.7
11/03/11 25.9 4.34 J 12.5 4.01 J 1.71 J 167
05/24/12 41.7 5.46 14.4 16.7 7.68 95.9
10/11/12 30.4 8.96 J 41.5 9.9 J 0.963 J 228
05/16/13 22.4 2.99 J 3.14 J 3.46 J 4.79 J 22.9
10/10/13 28.9 4.16 J 4.4 J 4.4 J 3.75 J 26.1
03/27/14 7.55 0.974 J <0.109 1.5 J 4.73 J 5.27 J
10/29/14 24.5 5.04 10.9 5.21 J 1.46 J 71.1
03/18/15 15.1 1.95 J 0.647 J 2.79 J 6.43 9.46
10/21/15 14.9 2.37 J <0.2 <0.4 0.737 J 3.75 J
04/20/16 2.76 <0.2 <0.2 <0.4 17.2 <0.2
10/05/16 13.4 4.02 J 13.4 7.19 J 1.73 J 81.8
04/27/17 10.5 2.02 J 1.17 J 1.68 J 3.06 J 8.27
04/13/18 6.29 0.675 J <0.2 0.759 J 2.73 J <0.2
04/09/19 0.42 J <0.41 <0.50 <1.6 17 <1.0
04/08/20 0.83 J <0.41 <0.50 <1.6 11 1.1
04/14/21 <0.38 <0.41 <0.50 <1.6 19 <1.0
11/18/04 <1 <1 1 <3 <1 NA
06/09/05 <1 <1 1.8 <1 <5 4.6 J
11/09/05 1.07 <0.28 6.54 2.77 J <0.42 <1.13
09/20/06 <1 <1 <1 <3 <1 <5
03/14/07 0.57 J <0.42 1.64 0.86 J <0.44 <0.65
06/06/07 0.43 J <0.42 <0.42 <0.45 <0.44 <0.65
08/29/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
11/08/07 <0.27 <0.28 <0.24 <0.86 <0.5 <1.86 U
04/01/08 0.43 J <0.28 0.34 J 1.53 J <0.5 <0.54
10/08/08 <0.27 <0.28 <0.24 <0.86 <0.5 7.84
03/18/09 <0.27 <0.28 0.59 J <0.86 <0.5 <0.54
10/01/09 1.08 <0.35 6.01 <0.73 <0.41 0.68 J
03/24/10 <0.41 <0.35 2.24 1.12 J <0.41 0.84 J
09/28/10 0.48 J <0.33 <0.32 <0.87 <0.37 <0.17
03/30/11 <0.049 <0.078 <0.18 <0.123 <0.105 <0.175
11/02/11 <0.049 <0.078 <0.18 <0.123 <0.105 <0.175
MW-6
MW-5
Page 3 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/18/04 <1 <1 <1 <3 <1 NA
06/09/05 <1 <1 <1 <1 <5 <5
11/10/05 <0.29 <0.28 <0.34 <0.82 <0.42 7.55
09/21/06 <1 <1 <1 <3 <1 <5
03/14/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
06/06/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
08/29/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
11/08/07 <0.27 <0.28 <0.24 <0.86 <0.5 <0.74 U
04/02/08 <0.27 <0.28 <0.24 <0.86 <0.5 0.63 J
10/08/08 <0.27 <0.28 <0.24 <0.86 <0.5 <0.54
03/19/09 <0.27 <0.28 <0.24 <0.86 <0.5 1.0 J
10/01/09 <0.41 <0.35 <0.35 <0.73 <0.41 <0.38
03/25/10 <0.41 <0.35 <0.35 <0.73 <0.41 <0.38
09/28/10 <0.27 <0.33 <0.32 <0.87 <0.37 <0.17
03/31/11 <0.049 <0.078 <0.18 <0.123 <0.105 <0.175
11/03/11 <0.049 <0.078 <0.18 <0.123 <0.105 0.347 J
05/24/12 0.501 J <0.127 0.283 J <0.384 <0.275 <0.065
10/11/12 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
05/16/13 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/10/13 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
03/27/14 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/29/14 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
03/18/15 <0.111 <0.122 <0.109 <0.179 <0.479 0.588 J
10/21/15 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
04/20/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
10/05/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
04/27/17 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
11/18/04 <1 <1 <1 <3 20 NA
06/09/05 <1 <1 <1 <1 <5 <5
11/09/05 <0.29 <0.28 <0.34 <0.82 <0.42 <1.13
09/20/06 <1 <1 <1 <3 <1 <5
MW-8
MW-7
Page 4 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/18/04 10 J <1 UJ 130 40 <1 UJ NA
06/09/05 <1 <1 122 87.7 <5 107
11/09/05 <0.29 <0.28 132 75.2 <0.42 111
09/20/06 <1 <1 198 111 <1 141
11/07/07 0.32 J 0.45 J 471 331 <0.5 319
10/09/08 <0.27 <0.28 184 102 <0.5 148
09/30/09 <0.410 <0.350 285 104 <0.410 284
09/28/10 <0.27 <0.33 147 20.5 <0.37 102
11/02/11 <0.049 <0.078 110 24.9 <0.105 108
05/23/12 <0.099 <0.127 99.1 16.1 <0.275 63.9
10/10/12 <0.111 <0.122 46.9 7.68 J <0.479 47
05/15/13 <0.111 <0.122 0.905 J 0.341 J <0.479 6.07
10/09/13 <0.111 <0.122 19.6 2.95 J <0.479 20.9
03/26/14 <0.111 <0.122 6.9 1.09 J <0.479 11
10/29/14 <0.111 <0.122 37.6 5.83 J <0.479 43.6
03/18/15 <0.111 <0.122 <0.109 <0.179 <0.479 0.931 J
10/21/15 <0.2 <0.2 10.3 2.34 J <0.5 6.51
04/20/16 <0.2 <0.2 <0.2 <0.4 <0.5 8.68
10/05/16 <0.2 <0.2 145 23.5 <0.5 175
04/27/17 <0.2 <0.2 1.23 J 10.7 J <0.5 47.9
04/13/18 <0.2 <0.2 <0.2 <0.4 <0.5 UJ <0.2
04/09/19 <0.38 <0.41 <0.50 <1.6 <0.70 <1.0
04/08/20 <0.38 <0.41 <0.50 <1.6 <0.70 1.2
MW-9
Page 5 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/19/04 20 4.5 30 6.4 <1 NA
06/09/05 3.5 <1 35.3 1.1 <5 6.4
11/09/05 4.43 0.75 J 37.8 2.29 J <0.42 16.1
09/20/06 3.8 <1 27.2 <3 <1 6.88
03/14/07 2.88 0.47 J 22.7 1.31 J <0.44 <0.65
06/05/07 2.41 0.54 J 18.3 1.3 J <0.44 4.46 J
08/29/07 3.22 <0.42 9.09 <0.45 <0.44 <0.65
11/07/07 2.49 0.44 J 26.1 2.41 J <0.5 <2.62 U
04/01/08 2.18 0.54 J 24.6 1.72 J <0.5 <0.54
10/08/08 1.61 0.4 J 20.6 <0.86 <0.5 4.7 J
03/18/09 1.11 <0.47 U 18.8 23.6 <0.5 2.04 J
09/30/09 0.94 J <0.35 14.2 1.07 J <0.41 1.96 J
03/24/10 1.07 0.41 J 15.5 1.16 J <0.41 2.64 J
09/28/10 0.8 J 0.38 J 11 1.08 J <0.37 6.15
03/30/11 <0.049 <0.078 14.6 <0.123 <0.105 10.4
11/02/11 0.467 J <0.078 7.85 <0.123 <0.105 4.25 J
05/23/12 0.588 J 0.367 J 10.5 3.77 J <0.275 7.49
10/10/12 0.442 J <0.122 8.34 0.36 J <0.479 3.2 J
05/15/13 0.394 J <0.122 7.83 0.414 J <0.479 <0.176
10/09/13 <0.111 <0.122 5.57 <0.179 <0.479 3.9 J
03/26/14 <0.111 <0.122 5.19 <0.179 <0.479 5.44 J
10/29/14 0.425 J <0.122 2.63 J <0.179 <0.479 1.37 J
03/18/15 <0.111 <0.122 5.68 <0.179 <0.479 <0.176
10/21/15 <0.2 <0.2 7.68 <0.4 <0.5 1.92 J
04/20/16 <0.2 <0.2 4.26 J <0.4 <0.5 9.28
10/05/16 0.521 J <0.2 2.71 J <0.4 <0.5 7.04
04/27/17 <0.2 <0.2 4.34 J <0.4 <0.5 13.8
04/13/18 <0.2 <0.2 2.36 J <0.4 <0.5 UJ <0.2
04/09/19 <0.38 <0.41 1.2 <1.6 <0.70 <1.0
04/08/20 <0.38 <0.41 1.8 <1.6 <0.70 <1.0
11/18/04 <1 <1 <1 < 3 <1 NA
06/09/05 <1 <1 <1 <1 <5 1.3 J
11/09/05 <0.29 <0.28 <0.34 <0.82 <0.42 <1.13
09/20/06 <1 <1 <1 <3 <1 <5
11/07/07 <0.27 <0.28 0.42 J <0.86 <0.5 <0.54
10/08/08 <0.27 <0.28 <0.24 <0.86 <0.5 <0.54
09/30/09 <0.41 <0.35 <0.35 <0.73 <0.41 <0.38
09/28/10 <0.27 <0.33 <0.32 <0.87 <0.37 <0.17
11/02/11 <0.049 <0.078 <0.18 <0.123 <0.105 0.709 J
MW-11
MW-10
Page 6 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/19/04 <1 <1 <1 <3 <1 NA
06/09/05 <1 <1 <1 <1 <5 <5
11/10/05 <0.29 <0.28 <0.34 <0.82 <0.42 <1.13
09/21/06 <1 <1 <1 <3 <1 <5
03/14/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
11/08/07 <0.27 <0.28 <0.24 <0.86 <0.5 <0.54
10/09/08 <0.27 <0.28 <0.24 <0.86 <0.5 <0.54
10/01/09 <0.41 <0.35 <0.35 <0.73 <0.41 <0.38
09/29/10 <0.27 <0.33 <0.32 <0.87 <0.37 <0.1711/03/11 <0.049 <0.078 <0.18 <0.123 <0.105 0.298 J
11/18/04 2.6 <1 9.1 4 1.5 NA
06/09/05 34.9 0.6 J 47.4 2.8 7.9 36
11/09/05 47.4 6.83 152 27.2 11 130
09/20/06 27.3 2.59 27.3 8.3 13.5 23
03/14/07 17.2 2.52 24.7 7.25 9.66 22.3
06/05/07 15.8 2.21 25.2 7.89 8.7 22.8
08/29/07 46.9 6.12 81.8 28.5 11.5 77.5
11/07/07 7.2 0.67 J 3.35 1.95 J 6.64 <4.14 U
04/01/08 5.52 0.76 J 7.41 2.92 J 5.64 8.51
10/09/08 2.61 0.36 J 1.35 <0.86 6.41 4.34 J
03/18/09 6.81 <0.95 U 4.27 1.32 J 8.21 6.12
09/30/09 9.07 1.01 6.95 2.17 J 7.53 7.11
03/24/10 4.62 0.5 J 2.26 0.89 J 4.75 3.65 J
09/28/10 8.23 0.85 J 9.14 1.98 J 8.77 5.25
03/30/11 8.12 1.19 J 10.4 9.28 J 9.27 12
11/02/11 16.4 <0.078 26.7 6.31 J 6.53 15.8
05/23/12 6.02 0.511 J 8.19 10.4 J 7.37 9.22
10/10/12 15 1.36 J 23.2 6.84 J 7.37 13.4
05/15/13 2.95 <0.122 2.89 J 0.636 J 4.78 J <0.176
10/09/13 12 0.892 J 10.3 4.17 J 4.42 J 7.03
03/26/14 7.81 0.862 J 12.6 3.53 J 4.79 J 8.36
10/29/14 23.3 3.41 J 48.1 16.7 6.41 39.4
03/18/15 7.69 0.897 J 9.52 2.78 J 7.39 4.65 J
10/21/15 1.01 <0.2 <0.2 <0.4 1.55 J <0.2
04/20/16 4.18 <0.2 2.85 J <0.4 9.26 <0.2
10/05/16 2.17 <0.2 <0.2 0.654 J 7.17 <0.2
04/27/17 0.674 J <0.2 <0.2 <0.4 3.07 J <0.2
04/09/19 1.4 <0.41 1.1 <1.6 6.8 <1.0
04/08/20 0.73 J <0.41 1.0 <1.6 4.9 <1.0
04/14/21 <0.38 <0.41 <0.50 <1.6 6.2 <1.0
MW-12
MW-13
Page 7 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/18/04 7.1 <1.2 U 1.1 3 30 J NA
06/09/05 58 4.6 10.4 7.9 10.6 16.1
11/09/05 38.3 3.52 7.89 5.91 8.61 16.8
09/20/06 15.8 1.3 2.18 3 9.74 7.16
03/14/07 11.4 0.89 J 0.97 J 1.16 J 9.46 9.51
06/05/07 19.9 1.82 1.77 4.18 12 3.91 J
08/29/07 13.8 <0.42 <0.42 <0.45 13.3 <0.65
11/07/07 <0.27 <0.28 <0.24 <0.86 10.8 <0.54
04/01/08 24.8 2.23 3.32 5.29 5.93 2.56 J
10/09/08 0.42 J <0.28 <0.24 <0.86 11.6 3.76 J
03/18/09 5.68 <0.61 U 0.55 J 0.96 J 8.51 1.06 J
09/30/09 6.80 0.46 J <0.35 1.16 J 6.57 <0.38
03/24/10 10.6 0.91 J 1.97 1.51 J 5.19 7.99
09/28/10 10.7 0.53 J <0.32 1.48 J 4.55 <0.17
03/30/11 9.66 1.15 J <0.18 4.82 J 6.85 12
11/02/11 6.56 <0.078 0.412 J 0.585 J 2.18 J 0.472 J
05/23/12 14.3 1.58 J 2.51 J 11.1 J 3.19 J 9.47
10/10/12 13.5 1.45 J 0.903 J 3.32 J 2.14 J 2.12 J
05/15/13 1.8 <0.122 <0.109 <0.179 1.69 J <0.176
05/15/13 1.92 <0.122 <0.109 <0.179 1.88 J <0.176
10/10/13 20.7 2.26 J 2.72 J 4.17 J 1.32 J <0.176
10/10/13 20.9 2.16 J 2.62 J 4.3 J 1.35 J <0.176
03/26/14 1.17 <0.122 <0.109 <0.179 0.534 J 4.63 J
10/29/14 <0.111 <0.122 <0.109 <0.179 0.65 J 0.533 J
03/18/15 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/21/15 5.78 1.15 J <0.2 4.85 J <0.5 0.685 J
04/20/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
10/05/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
04/27/17 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
MW-14
Page 8 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/18/04 <1 <1 <1 <3 20 NA
06/09/05 2.9 <1 <1 <1 46.2 <5
11/09/05 1.08 <0.28 <0.34 <0.82 32.1 <1.13
09/20/06 2.28 <1 <1 <3 44 <5
03/14/07 <0.33 <0.42 <0.42 <0.45 22.6 <0.65
06/05/07 0.59 J <0.42 <0.42 <0.45 27.1 3.88 J
08/29/07 1.74 <0.42 <0.42 <0.45 33.7 <0.65
11/07/07 1.96 <0.28 0.31 J <0.86 31.9 <0.54
04/01/08 1.38 <0.28 <0.24 <0.86 32.7 <0.54
10/09/08 4.17 0.31 J 0.29 J <0.86 27.7 <0.54
03/18/09 0.61 J <0.28 <0.24 <0.86 13.2 <0.54
09/30/09 3.62 0.37 J <0.35 1.17 J 17.6 0.38 J
03/24/10 0.6 J <0.35 <0.35 <0.73 18.6 <0.38
09/28/10 1.86 <0.33 <0.32 <0.87 21.4 <0.17
03/30/11 <0.049 <0.078 <0.18 <0.123 9.17 <0.175
11/02/11 3.66 <0.078 0.28 J 0.972 J 17.1 <0.175
05/23/12 1.6 <0.127 <0.119 <0.384 22.9 <0.065
10/10/12 2.8 <0.122 <0.109 0.439 J 14.4 2.06 J
05/15/13 0.526 J <0.122 <0.109 <0.179 9.01 <0.176
10/10/13 0.736 J <0.122 <0.109 <0.179 9.36 <0.176
03/26/14 0.622 J <0.122 <0.109 <0.179 6.29 4.12 J
03/26/14 0.762 J <0.122 <0.109 <0.179 6.38 <0.176
10/29/14 3.78 <0.122 0.526 J 0.809 J 14.7 <0.176
03/18/15 <0.111 <0.122 <0.109 <0.179 9.93 <0.176
10/21/15 12.4 1.06 J 0.933 J 2.5 J 7.28 <0.2
04/20/16 <0.2 <0.2 <0.2 <0.4 3.38 J <0.2
10/05/16 0.466 J <0.2 <0.2 <0.4 1.35 J <0.2
04/27/17 <0.2 <0.2 <0.2 <0.4 2.89 J <0.2
MW-14i
Page 9 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/19/04 9.6 <1 3.7 <3 630 NA
06/09/05 1,880 40.9 698 16.5 191 303
09/21/05 1,200 28 290 11.97 210 83
11/10/05 1,670 37.3 650 21.5 150 259
09/21/06 2,040 18.2 J 503 15.1 J 182 J 220
03/14/07 694 10.1 J 142 J 193 J 123 J 81.1 J
06/05/07 5,960 23.1 2,130 11.6 76.2 175
08/29/07 659 6.18 90.7 7.77 139 24.2
11/07/07 311 5.81 25.9 2.8 J 53.3 <3.6 U
04/02/08 1,160 28.6 189 10.4 110 62.8
10/09/08 1,790 24.9 356 17 95.1 1,410
03/19/09 917 11 145 7.2 81.2 75.1
10/01/09 1,710 37.4 314 21.7 86 189
03/25/10 906 7.64 20.8 5.74 97.4 35.7
09/28/10 1,390 28.2 182 16 78.2 70.4
03/30/11 789 12.0 J 53.2 24.6 J 85.8 <0.875
11/03/11 1,090 25.5 J 120 <2.46 51.2 J 38.1 J
05/24/12 1,780 28.7 J 376 <3.84 80.5 148
10/11/12 1,630 31.7 J 149 <1.79 72 <1.76
05/16/13 990 15.4 J 192 <1.79 54.5 89.3
10/10/13 1,310 24.5 J 284 <3.58 46.4 J 150
03/27/14 469 5.88 J 2.73 J 3.74 J 37.8 21.4 J
10/29/14 1,040 20.7 J 39.8 J 9.22 J 52.1 <1.76
03/18/15 168 <0.609 <0.545 <0.894 20 J <0.881
10/21/15 307 6.73 J 13.3 2.59 J 10.3 <0.4
04/20/16 471 9.55 J 32 6.46 J 62.7 <1
10/05/16 694 12.4 J 13.5 J 9.48 J 42.5 <0.2
04/27/17 377 7.27 J 6.83 J 5.02 J 24.1 <0.4
04/09/19 330 1.8 4.2 2.8 J 36 2.7
04/08/20 390 4.8 8.0 4.7 J 30 4.5
04/14/21 270 3.8 1.4 2.9 J 43 <1.0
11/19/04 <1 <1 <1 <3 <1 NA
06/09/05 <1 <1 <1 <1 <5 <5
11/09/05 <0.29 <0.28 <0.34 <0.82 <0.42 <1.13
09/21/06 <1 <1 <1 <3 <1 <5
11/08/07 0.32 J <0.28 <0.24 <0.86 <0.5 <1.55 U
10/09/08 <0.27 <0.28 0.51 J <0.86 <0.5 <0.54
10/01/09 <0.41 <0.35 <0.35 <0.73 <0.41 <0.38
09/29/10 0.49 J <0.33 <0.32 <0.87 <0.37 3.68 J
11/03/11 <0.049 <0.078 <0.18 <0.123 <0.105 <0.175
MW-16
MW-15
Page 10 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/19/04 <1 <1 <1 <3 30 NA
06/09/05 <1 0.5 J 2.4 <1 <5 1.3 J
11/10/05 18.1 1.48 14.2 1.58 J 3.97 9.6
09/21/06 4.73 <1 <1 <3 2.55 <5
03/14/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
06/06/07 0.35 J <0.42 <0.42 <0.45 <0.44 <0.65
08/29/07 4.2 <0.42 <0.42 <0.45 2.28 <0.65
11/08/07 <0.27 <0.28 <0.24 <0.86 0.88 J <0.54
04/02/08 4.25 0.38 J 2.19 2.89 J 1.85 1.37 J
10/08/08 4.4 <0.28 0.55 J <0.86 2.01 <0.54
03/19/09 <0.27 <0.28 <0.24 <0.86 3.4 2.23 J
10/01/09 1.01 <0.35 <0.35 <0.73 3.21 <0.38
03/25/10 0.49 J <0.35 <0.35 <0.73 <0.41 <0.38
09/28/10 4.03 <0.33 <0.32 <0.87 1.41 <0.17
03/30/11 <0.049 <0.078 <0.18 <0.123 4.08 J <0.175
11/03/11 1.23 <0.078 <0.18 <0.123 0.468 J <0.175
05/24/12 1.79 0.252 J 0.531 J <0.384 0.426 J 6.73
10/10/12 <0.111 <0.122 <0.109 <0.179 0.907 J <0.176
05/16/13 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/10/13 0.711 J <0.122 <0.109 <0.179 0.623 J <0.176
03/27/14 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/29/14 <0.111 <0.122 <0.109 <0.179 0.732 J <0.176
03/18/15 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/21/15 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
04/20/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
10/05/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
04/27/17 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
MW-17
Page 11 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/09/05 196 5.14 274 11.7 8.43 130
09/21/06 40.8 2.59 180 22.5 1.47 212
03/14/07 19 1.36 47.6 6.36 0.87 J 79.3
06/06/07 12.6 1.08 42.4 54.2 0.58 J 48.4
08/29/07 35.5 2.38 162 12.8 1.38 168
11/07/07 10.1 0.57 J 28.3 4.76 0.71 J < 9.85 U
04/02/08 15.5 1.17 66.6 3.11 0.95 J 90.3
10/08/08 15.3 1.64 87.3 4.02 0.77 J 83.4
03/19/09 4.59 <0.40 U 5.14 <0.86 3.23 16.9
10/01/09 16 1.44 122 4.93 <0.410 146
03/25/10 17.8 1.68 151 6.66 0.66 J 175
09/28/10 17.7 1.5 98.2 5.66 0.65 J 62.6
03/31/11 3.4 <0.078 <0.18 4.28 J <0.105 14.7
11/03/11 2.49 <0.078 12.4 <0.123 <0.105 15.6
05/24/12 11.1 1.16 J 64.2 <0.384 0.517 J 61.1
10/11/12 2.46 0.336 J 14.5 <0.179 <0.479 14.6
05/16/13 3.36 0.336 J 1.68 J <0.179 <0.479 14.4
10/09/13 5.92 0.725 J 34 <0.179 <0.479 79.5
03/27/14 1.54 <0.122 <0.109 <0.179 <0.479 <0.176
10/29/14 4.9 <0.122 12.5 <0.179 <0.479 20.1
03/18/15 2.57 <0.122 <0.109 <0.179 <0.479 11.4
10/21/15 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
04/20/16 2.04 <0.2 <0.2 <0.4 <0.5 19.1
10/05/16 1.24 <0.2 1.06 J <0.4 <0.5 <0.2
04/27/17 1.07 <0.2 <0.2 <0.4 <0.5 8.69
04/13/18 <0.2 <0.2 <0.2 <0.4 <0.5 UJ <0.2
04/09/19 <0.38 <0.41 <0.50 <1.6 <0.70 <1.0
04/08/20 <0.38 <0.41 <0.50 <1.6 <0.70 <1.0
MW-18
Page 12 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
11/09/05 420 <0.28 <0.34 <0.82 313 9.62
09/20/06 10.7 <1 <1 <3 457 <5
03/14/07 5.17 <0.42 <0.42 <0.45 244 <0.65
06/06/07 1.42 <0.42 <0.42 <0.45 163 4.52 J
08/29/07 <0.33 <0.42 <0.42 <0.45 183 <0.65
11/07/07 <0.27 <0.28 0.27 J <0.86 145 <0.54
04/01/08 1.1 <0.28 <0.24 <0.86 125 <0.54
10/08/08 3.63 <0.28 0.25 <0.86 109 31
03/18/09 3.2 <0.28 <0.24 <0.86 66.6 1.86 J
10/01/09 2.29 <0.35 <0.35 <0.73 36.9 0.43 J
03/24/10 2.04 <0.35 <0.35 <0.73 13.2 <0.38
09/28/10 5.56 <0.33 <0.32 <0.87 31.6 <0.17
03/31/11 1.28 <0.078 <0.18 <0.123 25.1 <0.175
11/02/11 1.94 <0.078 <0.18 <0.123 20.6 <0.175
05/23/12 1.42 <0.127 <0.119 <0.384 17.1 <0.065
10/11/12 3.34 <0.122 <0.109 <0.179 15.7 2.88 J
05/16/13 0.694 J <0.122 <0.109 <0.179 9.73 <0.176
10/09/13 2.08 <0.122 <0.109 <0.179 10.2 3.6 J
03/26/14 <0.111 <0.122 <0.109 <0.179 4.05 J <0.176
10/29/14 1.75 <0.122 <0.109 <0.179 5.3 <0.176
03/18/15 <0.111 <0.122 <0.109 <0.179 4.69 J <0.176
10/21/15 1.65 <0.2 <0.2 <0.4 5.16 <0.2
04/20/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
10/05/16 0.52 J <0.2 <0.2 <0.4 2.06 J <0.2
04/27/17 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
MW-18D
Page 13 of 14
Sample ID Date
Sampled Benzene Toluene Ethylbenzene Xylenes IPE Naphthalene
1 600 600 500 70 6
Salisbury, Rowan County, North Carolina
Table 4
Groundwater Analytical Results
Products (SE) Pipe Line Corporation
Salisbury Pump Station
1615 Jake Alexander Boulevard West
NC 2L Standard
02/06/06 <0.29 <0.28 <0.34 <0.82 <0.42 <1.13
09/21/06 <1 <1 <1 <3 <1 <5
03/14/07 <0.33 <0.42 <0.42 <0.45 0.72 J <0.65
06/06/07 <0.33 <0.42 <0.42 <0.45 0.45 J <0.65
08/29/07 <0.33 <0.42 <0.42 <0.45 <0.44 <0.65
11/08/07 <0.27 <0.28 <0.24 <0.86 0.61 J <0.54
04/01/08 <0.27 <0.28 <0.24 <0.86 0.99 J <0.54
10/09/08 <0.27 <0.28 <0.24 <0.86 <0.5 <0.54
03/18/09 <0.27 <0.28 <0.24 <0.86 <0.5 <0.54
10/01/09 <0.41 <0.35 <0.35 <0.73 <0.41 <0.38
03/24/10 <0.41 <0.35 <0.35 <0.73 <0.41 <0.38
09/29/10 <0.27 <0.33 <0.32 <0.87 <0.37 2.42 J
03/31/11 <0.049 <0.078 <0.18 <0.123 4.03 J <0.175
11/03/11 <0.049 <0.078 <0.18 <0.123 0.439 J <0.175
05/23/12 <0.099 <0.127 <0.119 <0.384 0.61 J <0.065
10/11/12 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
05/15/13 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/09/13 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
03/26/14 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/29/14 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
03/18/15 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/21/15 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
04/20/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
10/05/16 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
04/27/17 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
09/21/05 <0.2 <0.19 <0.16 <0.29 <0.16 <0.25
09/21/06 0.3 J <0.28 <0.34 <0.82 <0.42 3.16 J
11/02/06 <0.31 <0.22 <0.23 <0.44 <0.25 2.99 J
11/08/07 <0.27 <0.28 <0.24 <0.86 <0.5 <0.54
10/09/08 <0.27 <0.28 <0.24 <0.86 <0.5 <0.54
09/30/09 <0.41 <0.35 <0.35 <0.73 <0.41 0.45 J
09/29/10 <0.27 <0.33 <0.32 <0.87 <0.37 <0.17
11/03/11 <0.049 <0.078 <0.18 <0.123 <0.105 <0.175
10/11/12 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/09/13 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/29/14 <0.111 <0.122 <0.109 <0.179 <0.479 <0.176
10/21/15 <0.2 <0.2 <0.2 <0.4 <0.5 <0.2
Notes:
All values are in micrograms per liter.
Bold values indicate the sample concentration is greater than or equal to the NC 2L standard.
< - not detected at the specified detection limit
IPE - isopropyl ether
J - estimated concentration
NA - not analyzed
NC 2L - North Carolina 2L Groundwater Quality Standards
U - not present above the associated level; blank contamination exists
WSW-RAD
MW-19
Page 14 of 14
Figures
N.C.
Project Management Initials: Designer: MPS Checked: BM Approved: WP
2021 ANNUAL GROUNDWATER MONITORING REPORT
PRODUCTS (SE) PIPE LINE CORPORATION - SALISBURY PUMP STATION
SALISBURY, ROWAN COUNTY, NORTH CAROLINA
Project Number: 60649257 Date: 2019-05-08 LOCATION MAP Figure: 1
QUADRANGLE LOCATIONQ:\DCS\Projects\L-URS\Common_Projects\Kinder Morgan\2.0 Project Administration\Salisbury\5 Deliverables\5.1 Working Documents\5.25 2021 Annual GWM
JAKE ALEXANDER BOULEVARDASPHALT DRI
VEGRAVELLEGENDQ:\DCS\Projects\L-URS\Common_Projects\Kinder Morgan\2.0 Project Administration\Salisbury\5 Deliverables\5.1 Working Documents\5.26 2021 Annual GWM Project Management Initials: Designer: MPS Checked: BM Approved: WP2021 ANNUAL GROUNDWATER MONITORING REPORTPRODUCTS (SE) PIPE LINE CORPORATION - SALISBURY PUMP STATIONSALISBURY, ROWAN COUNTY, NORTH CAROLINAProject Number: 60649257 Date: 2019-05-08 SITE MAP Figure: 2
JAKE ALEXANDER
BOULEVARD
ASPHA
L
T

D
R
I
V
E
GRAVE
L
Project Management Initials:Designer: IB Checked: BM Approved: WPFilename: C:\USERS\IONUT.BARBU\AECOM DIRECTORY\GDS GIS SERVICES - DCS AMERICAS\KINDER MORGAN\SALISBURY\WORKSPACE\EDITS_06.05.2021\FIGURE 3_20190508.DWG
GROUNDWATER CONTOUR MAP
April 13, 2021
Figure: 3
LEGEND
2021 ANNUAL GROUNDWATER MONITORING REPORT
PRODUCTS (SE) PIPE LINE CORPORATION - SALISBURY PUMP STATION
SALISBURY, ROWAN COUNTY NORTH CAROLINA
Project Number: 60649257 Date: 2021-05-31
JAKE ALEXANDER
BOULEVARD
ASPHA
L
T

D
R
I
V
E
GRAVE
L
LEGEND
Project Management Initials:Designer: IB Checked: BM Approved: WPFilename: C:\USERS\IONUT.BARBU\AECOM DIRECTORY\GDS GIS SERVICES - DCS AMERICAS\KINDER MORGAN\SALISBURY\WORKSPACE\EDITS_06.05.2021\FIGURE 4_20190508.DWG
GROUNDWATER ANALYTICAL RESULTS MAP Figure: 4
2021 ANNUAL GROUNDWATER MONITORING REPORT
PRODUCTS (SE) PIPE LINE CORPORATION - SALISBURY PUMP STATION
SALISBURY, ROWAN COUNTY NORTH CAROLINA
Project Number: 60649257 Date: 2021-05-31
Appendix A
Laboratory Analytical Report
ANALYTICAL REPORT
Eurofins TestAmerica, Pensacola
3355 McLemore Drive
Pensacola, FL 32514
Tel: [phone]
Laboratory Job ID: 400-202126-1
Client Project/Site: PPL Salisbury GW
For:
AECOM
1600 Perimeter Park Drive
Suite 400
Morrisville, North Carolina 27560
Attn: Brandt Morrow
Authorized for release by:
4/29/2021 11:57:50 AM
Marty Edwards, Client Service Manager
[phone]
[e-mail]
The test results in this report meet all 2003 NELAC, 2009 TNI, and 2016 TNI requirements for
accredited parameters, exceptions are noted in this report. This report may not be reproduced
except in full, and with written approval from the laboratory. For questions please contact the
Project Manager at the e-mail address or telephone number listed on this page.
This report has been electronically signed and authorized by the signatory. Electronic signature is
intended to be the legally binding equivalent of a traditionally handwritten signature.
Results relate only to the items tested and the sample(s) as received by the laboratory.
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Table of Contents
Client: AECOM
Project/Site: PPL Salisbury GW
Laboratory Job ID: 400-202126-1
Page 2 of 21 Eurofins TestAmerica, Pensacola4/29/2021
Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1
Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3
Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4
Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6
Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11
Surrogate Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12
QC Association . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13
QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14
Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16
Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18
Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19
Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20
Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21
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Case Narrative
Client: AECOM Job ID: 400-202126-1
Project/Site: PPL Salisbury GW
Job ID: 400-202126-1
Laboratory: Eurofins TestAmerica, Pensacola
Narrative
Job Narrative
400-202126-1
Comments
No additional comments.
Receipt
The samples were received on 4/15/2021 10:05 AM. Unless otherwise noted below, the samples arrived in good condition, and where
required, properly preserved and on ice. The temperature of the cooler at receipt was 0.9º C.
GC/MS VOA
Method 8260D: The following sample was diluted to bring the concentration of target analytes within the calibration range: MW-15
(400-202126-4). Elevated reporting limits (RLs) are provided.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
VOA Prep
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
Eurofins TestAmerica, PensacolaPage 3 of 21 4/29/2021
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Detection Summary
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Client Sample ID: MW-1 Lab Sample ID: 400-202126-1
Ethylbenzene
RL
1.0 ug/L
MDL
0.50
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA1J0.68 8260D
Naphthalene 1.0 ug/L1.0 Total/NA11.4 8260D
Client Sample ID: MW-5 Lab Sample ID: 400-202126-2
Isopropyl ether
RL
1.0 ug/L
MDL
0.70
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA1198260D
Client Sample ID: MW-13 Lab Sample ID: 400-202126-3
Isopropyl ether
RL
1.0 ug/L
MDL
0.70
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA16.2 8260D
Client Sample ID: MW-15 Lab Sample ID: 400-202126-4
Toluene
RL
1.0 ug/L
MDL
0.41
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA13.8 8260D
Ethylbenzene 1.0 ug/L0.50 Total/NA11.4 8260D
Xylenes, Total 10 ug/L1.6 Total/NA12.9 J 8260D
Benzene - DL 2.0 ug/L0.76 Total/NA22708260D
Isopropyl ether - DL 2.0 ug/L1.4 Total/NA2438260D
Client Sample ID: TRIP BLANK Lab Sample ID: 400-202126-5
No Detections.
Eurofins TestAmerica, Pensacola
This Detection Summary does not include radiochemical test results.
Page 4 of 21 4/29/2021
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Sample Summary
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Lab Sample ID Client Sample ID Matrix Collected Received Asset ID
400-202126-1 MW-1 Water 04/14/21 10:30 04/15/21 10:05
400-202126-2 MW-5 Water 04/14/21 10:10 04/15/21 10:05
400-202126-3 MW-13 Water 04/14/21 10:20 04/15/21 10:05
400-202126-4 MW-15 Water 04/14/21 10:00 04/15/21 10:05
400-202126-5 TRIP BLANK Water 04/14/21 00:00 04/15/21 10:05
Eurofins TestAmerica, Pensacola
Page 5 of 21 4/29/2021
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Client Sample Results
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Lab Sample ID: 400-202126-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 04/14/21 10:30
Date Received: 04/15/21 10:05
Method: 8260D - Volatile Organic Compounds by GC/MS
RL MDL
Benzene <0.38 1.0 0.38 ug/L 04/27/21 01:51 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1.0 0.41 ug/L 04/27/21 01:51 1Toluene<0.41
1.0 0.50 ug/L 04/27/21 01:51 1Ethylbenzene0.68 J
10 1.6 ug/L 04/27/21 01:51 1Xylenes, Total <1.6
1.0 1.0 ug/L 04/27/21 01:51 1Naphthalene1.4
1.0 0.70 ug/L 04/28/21 11:47 1Isopropyl ether <0.70
Dibromofluoromethane 81 81-121 04/27/21 01:51 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 101 04/28/21 11:47 181-121
4-Bromofluorobenzene 91 04/27/21 01:51 178-118
4-Bromofluorobenzene 98 04/28/21 11:47 178-118
Toluene-d8 (Surr)101 04/27/21 01:51 180-120
Toluene-d8 (Surr)94 04/28/21 11:47 180-120
Eurofins TestAmerica, Pensacola
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Client Sample Results
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Lab Sample ID: 400-202126-2Client Sample ID: MW-5
Matrix: WaterDate Collected: 04/14/21 10:10
Date Received: 04/15/21 10:05
Method: 8260D - Volatile Organic Compounds by GC/MS
RL MDL
Benzene <0.38 1.0 0.38 ug/L 04/27/21 00:32 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1.0 0.41 ug/L 04/27/21 00:32 1Toluene<0.41
1.0 0.50 ug/L 04/27/21 00:32 1Ethylbenzene<0.50
10 1.6 ug/L 04/27/21 00:32 1Xylenes, Total <1.6
1.0 1.0 ug/L 04/27/21 00:32 1Naphthalene<1.0
1.0 0.70 ug/L 04/28/21 09:04 1Isopropyl ether 19
Dibromofluoromethane 83 81-121 04/27/21 00:32 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 97 04/28/21 09:04 181-121
4-Bromofluorobenzene 89 04/27/21 00:32 178-118
4-Bromofluorobenzene 99 04/28/21 09:04 178-118
Toluene-d8 (Surr)101 04/27/21 00:32 180-120
Toluene-d8 (Surr)95 04/28/21 09:04 180-120
Eurofins TestAmerica, Pensacola
Page 7 of 21 4/29/2021
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Client Sample Results
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Lab Sample ID: 400-202126-3Client Sample ID: MW-13
Matrix: WaterDate Collected: 04/14/21 10:20
Date Received: 04/15/21 10:05
Method: 8260D - Volatile Organic Compounds by GC/MS
RL MDL
Benzene <0.38 1.0 0.38 ug/L 04/27/21 00:58 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1.0 0.41 ug/L 04/27/21 00:58 1Toluene<0.41
1.0 0.50 ug/L 04/27/21 00:58 1Ethylbenzene<0.50
10 1.6 ug/L 04/27/21 00:58 1Xylenes, Total <1.6
1.0 1.0 ug/L 04/27/21 00:58 1Naphthalene<1.0
1.0 0.70 ug/L 04/28/21 09:27 1Isopropyl ether 6.2
Dibromofluoromethane 88 81-121 04/27/21 00:58 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 99 04/28/21 09:27 181-121
4-Bromofluorobenzene 91 04/27/21 00:58 178-118
4-Bromofluorobenzene 97 04/28/21 09:27 178-118
Toluene-d8 (Surr)100 04/27/21 00:58 180-120
Toluene-d8 (Surr)93 04/28/21 09:27 180-120
Eurofins TestAmerica, Pensacola
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Client Sample Results
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Lab Sample ID: 400-202126-4Client Sample ID: MW-15
Matrix: WaterDate Collected: 04/14/21 10:00
Date Received: 04/15/21 10:05
Method: 8260D - Volatile Organic Compounds by GC/MS
RL MDL
Toluene 3.8 1.0 0.41 ug/L 04/27/21 02:17 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1.0 0.50 ug/L 04/27/21 02:17 1Ethylbenzene1.4
10 1.6 ug/L 04/27/21 02:17 1Xylenes, Total 2.9 J
1.0 1.0 ug/L 04/27/21 02:17 1Naphthalene<1.0
Dibromofluoromethane 87 81-121 04/27/21 02:17 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
4-Bromofluorobenzene 93 04/27/21 02:17 178-118
Toluene-d8 (Surr)101 04/27/21 02:17 180-120
Method: 8260D - Volatile Organic Compounds by GC/MS - DL
RL MDL
Benzene 270 2.0 0.76 ug/L 04/28/21 12:10 2
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
2.0 1.4 ug/L 04/28/21 12:10 2Isopropyl ether 43
Dibromofluoromethane 99 81-121 04/28/21 12:10 2
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
4-Bromofluorobenzene 98 04/28/21 12:10 278-118
Toluene-d8 (Surr)94 04/28/21 12:10 280-120
Eurofins TestAmerica, Pensacola
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Client Sample Results
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Lab Sample ID: 400-202126-5Client Sample ID: TRIP BLANK
Matrix: WaterDate Collected: 04/14/21 00:00
Date Received: 04/15/21 10:05
Method: 8260D - Volatile Organic Compounds by GC/MS
RL MDL
Benzene <0.38 1.0 0.38 ug/L 04/27/21 01:24 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1.0 0.41 ug/L 04/27/21 01:24 1Toluene<0.41
1.0 0.50 ug/L 04/27/21 01:24 1Ethylbenzene<0.50
10 1.6 ug/L 04/27/21 01:24 1Xylenes, Total <1.6
1.0 1.0 ug/L 04/27/21 01:24 1Naphthalene<1.0
1.0 0.70 ug/L 04/28/21 08:42 1Isopropyl ether <0.70
Dibromofluoromethane 82 81-121 04/27/21 01:24 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 103 04/28/21 08:42 181-121
4-Bromofluorobenzene 91 04/27/21 01:24 178-118
4-Bromofluorobenzene 99 04/28/21 08:42 178-118
Toluene-d8 (Surr)101 04/27/21 01:24 180-120
Toluene-d8 (Surr)95 04/28/21 08:42 180-120
Eurofins TestAmerica, Pensacola
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Definitions/Glossary
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Qualifiers
GC/MS VOA
Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Qualifier
Glossary
These commonly used abbreviations may or may not be present in this report.
¤Listed under the "D" column to designate that the result is reported on a dry weight basis
Abbreviation
%R Percent Recovery
CFL Contains Free Liquid
CFU Colony Forming Unit
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference)
Dil Fac Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MCL EPA recommended "Maximum Contaminant Level"
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
MPN Most Probable Number
MQL Method Quantitation Limit
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown)
NEG Negative / Absent
POS Positive / Present
PQL Practical Quantitation Limit
PRES Presumptive
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TNTC Too Numerous To Count
Eurofins TestAmerica, Pensacola
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Surrogate Summary
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Method: 8260D - Volatile Organic Compounds by GC/MS
Prep Type: Total/NAMatrix: Water
Lab Sample ID Client Sample ID (81-121)(78-118)(80-120)
DBFM BFB TOL
81 91 101400-202126-1
Percent Surrogate Recovery (Acceptance Limits)
MW-1
101 98 94400-202126-1 MW-1
83 89 101400-202126-2 MW-5
97 99 95400-202126-2 MW-5
97 102 94400-202126-2 MS MW-5
101 99 97400-202126-2 MSD MW-5
88 91 100400-202126-3 MW-13
99 97 93400-202126-3 MW-13
87 93 101400-202126-4 MW-15
99 98 94400-202126-4 - DL MW-15
82 91 101400-202126-5 TRIP BLANK
103 99 95400-202126-5 TRIP BLANK
97 86 97LCS 400-529220/1002 Lab Control Sample
98 100 96LCS 400-529437/1002 Lab Control Sample
90 86 100MB 400-529220/4 Method Blank
99 100 95MB 400-529437/4 Method Blank
Surrogate Legend
DBFM = Dibromofluoromethane
BFB = 4-Bromofluorobenzene
TOL = Toluene-d8 (Surr)
Eurofins TestAmerica, Pensacola
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QC Association Summary
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
GC/MS VOA
Analysis Batch: 529220
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8260D400-202126-1 MW-1 Total/NA
Water 8260D400-202126-2 MW-5 Total/NA
Water 8260D400-202126-3 MW-13 Total/NA
Water 8260D400-202126-4 MW-15 Total/NA
Water 8260D400-202126-5 TRIP BLANK Total/NA
Water 8260DMB 400-529220/4 Method Blank Total/NA
Water 8260DLCS 400-529220/1002 Lab Control Sample Total/NA
Analysis Batch: 529437
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8260D400-202126-1 MW-1 Total/NA
Water 8260D400-202126-2 MW-5 Total/NA
Water 8260D400-202126-3 MW-13 Total/NA
Water 8260D400-202126-4 - DL MW-15 Total/NA
Water 8260D400-202126-5 TRIP BLANK Total/NA
Water 8260DMB 400-529437/4 Method Blank Total/NA
Water 8260DLCS 400-529437/1002 Lab Control Sample Total/NA
Water 8260D400-202126-2 MS MW-5 Total/NA
Water 8260D400-202126-2 MSD MW-5 Total/NA
Eurofins TestAmerica, Pensacola
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QC Sample Results
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Method: 8260D - Volatile Organic Compounds by GC/MS
Client Sample ID: Method BlankLab Sample ID: MB 400-529220/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 529220
RL MDL
Benzene <0.38 1.0 0.38 ug/L 04/26/21 16:17 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
<0.41 0.411.0 ug/L 04/26/21 16:17 1Toluene
<0.50 0.501.0 ug/L 04/26/21 16:17 1Ethylbenzene
<1.6 1.610 ug/L 04/26/21 16:17 1Xylenes, Total
<1.0 1.01.0 ug/L 04/26/21 16:17 1Naphthalene
Dibromofluoromethane 90 81-121 04/26/21 16:17 1
MB MB
Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery
86 04/26/21 16:17 14-Bromofluorobenzene 78-118
100 04/26/21 16:17 1Toluene-d8 (Surr)80-120
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-529220/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 529220
Benzene 50.0 43.8 ug/L 88 70 -130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec.
Limits
Toluene 50.0 48.8 ug/L 98 70 -130
Ethylbenzene 50.0 51.6 ug/L 103 70 -130
Xylenes, Total 100 104 ug/L 104 70 -130
Naphthalene 50.0 50.3 ug/L 101 47 -149
m-Xylene & p-Xylene 50.0 52.8 ug/L 106 70 -130
o-Xylene 50.0 51.0 ug/L 102 70 -130
Dibromofluoromethane 81 -121
Surrogate
97
LCS LCS
Qualifier Limits%Recovery
864-Bromofluorobenzene 78 -118
97Toluene-d8 (Surr)80 -120
Client Sample ID: Method BlankLab Sample ID: MB 400-529437/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 529437
RL MDL
Benzene <0.38 1.0 0.38 ug/L 04/28/21 08:18 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
<0.70 0.701.0 ug/L 04/28/21 08:18 1Isopropyl ether
Dibromofluoromethane 99 81-121 04/28/21 08:18 1
MB MB
Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery
100 04/28/21 08:18 14-Bromofluorobenzene 78-118
95 04/28/21 08:18 1Toluene-d8 (Surr)80-120
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-529437/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 529437
Benzene 50.0 43.5 ug/L 87 70 -130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec.
Limits
Eurofins TestAmerica, Pensacola
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QC Sample Results
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-529437/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 529437
Isopropyl ether 50.0 44.5 ug/L 89 64 -132
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec.
Limits
Dibromofluoromethane 81 -121
Surrogate
98
LCS LCS
Qualifier Limits%Recovery
1004-Bromofluorobenzene 78 -118
96Toluene-d8 (Surr)80 -120
Client Sample ID: MW-5Lab Sample ID: 400-202126-2 MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 529437
Benzene <0.38 50.0 49.1 ug/L 98 56 -142
Analyte
MS MS
DUnitResultQualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Isopropyl ether 19 50.0 63.3 ug/L 89 60 -144
Dibromofluoromethane 81 -121
Surrogate
97
MS MS
Qualifier Limits%Recovery
1024-Bromofluorobenzene 78 -118
94Toluene-d8 (Surr)80 -120
Client Sample ID: MW-5Lab Sample ID: 400-202126-2 MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 529437
Benzene <0.38 50.0 50.7 ug/L 101 56 -142 3 30
Analyte
MSD MSD
DUnitResultQualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Isopropyl ether 19 50.0 64.2 ug/L 91 60 -144 1 30
Dibromofluoromethane 81 -121
Surrogate
101
MSD MSD
Qualifier Limits%Recovery
994-Bromofluorobenzene 78 -118
97Toluene-d8 (Surr)80 -120
Eurofins TestAmerica, Pensacola
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Lab Chronicle
Client: AECOM Job ID: 400-202126-1
Project/Site: PPL Salisbury GW
Client Sample ID: MW-1 Lab Sample ID: 400-202126-1
Matrix: WaterDate Collected: 04/14/21 10:30
Date Received: 04/15/21 10:05
Analysis 8260D WPD04/28/21 11:471 TAL PEN529437
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Analysis 8260D 1 529220 04/27/21 01:51 WPD TAL PENTotal/NA 5 mL 5 mL
Client Sample ID: MW-5 Lab Sample ID: 400-202126-2
Matrix: WaterDate Collected: 04/14/21 10:10
Date Received: 04/15/21 10:05
Analysis 8260D WPD04/28/21 09:041 TAL PEN529437
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Analysis 8260D 1 529220 04/27/21 00:32 WPD TAL PENTotal/NA 5 mL 5 mL
Client Sample ID: MW-13 Lab Sample ID: 400-202126-3
Matrix: WaterDate Collected: 04/14/21 10:20
Date Received: 04/15/21 10:05
Analysis 8260D WPD04/28/21 09:271 TAL PEN529437
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Analysis 8260D 1 529220 04/27/21 00:58 WPD TAL PENTotal/NA 5 mL 5 mL
Client Sample ID: MW-15 Lab Sample ID: 400-202126-4
Matrix: WaterDate Collected: 04/14/21 10:00
Date Received: 04/15/21 10:05
Analysis 8260D WPD04/28/21 12:102DL TAL PEN529437
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Analysis 8260D 1 529220 04/27/21 02:17 WPD TAL PENTotal/NA 5 mL 5 mL
Client Sample ID: TRIP BLANK Lab Sample ID: 400-202126-5
Matrix: WaterDate Collected: 04/14/21 00:00
Date Received: 04/15/21 10:05
Analysis 8260D WPD04/28/21 08:421 TAL PEN529437
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Analysis 8260D 1 529220 04/27/21 01:24 WPD TAL PENTotal/NA 5 mL 5 mL
Client Sample ID: Method Blank Lab Sample ID: MB 400-529220/4
Matrix: WaterDate Collected: N/A
Date Received: N/A
Analysis 8260D WPD04/26/21 16:171 TAL PEN529220
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Eurofins TestAmerica, Pensacola
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Lab Chronicle
Client: AECOM Job ID: 400-202126-1
Project/Site: PPL Salisbury GW
Client Sample ID: Method Blank Lab Sample ID: MB 400-529437/4
Matrix: WaterDate Collected: N/A
Date Received: N/A
Analysis 8260D WPD04/28/21 08:181 TAL PEN529437
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Client Sample ID: Lab Control Sample Lab Sample ID: LCS 400-529220/1002
Matrix: WaterDate Collected: N/A
Date Received: N/A
Analysis 8260D WPD04/26/21 15:171 TAL PEN529220
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Client Sample ID: Lab Control Sample Lab Sample ID: LCS 400-529437/1002
Matrix: WaterDate Collected: N/A
Date Received: N/A
Analysis 8260D WPD04/28/21 07:241 TAL PEN529437
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Client Sample ID: MW-5 Lab Sample ID: 400-202126-2 MS
Matrix: WaterDate Collected: 04/14/21 10:10
Date Received: 04/15/21 10:05
Analysis 8260D WPD04/28/21 14:371 TAL PEN529437
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Client Sample ID: MW-5 Lab Sample ID: 400-202126-2 MSD
Matrix: WaterDate Collected: 04/14/21 10:10
Date Received: 04/15/21 10:05
Analysis 8260D WPD04/28/21 15:021 TAL PEN529437
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Laboratory References:
TAL PEN = Eurofins TestAmerica, Pensacola, 3355 McLemore Drive, Pensacola, FL 32514, TEL [phone]
Eurofins TestAmerica, Pensacola
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Method Summary
Job ID: 400-202126-1Client: AECOM
Project/Site: PPL Salisbury GW
Method Method Description LaboratoryProtocol
SW8468260DVolatile Organic Compounds by GC/MS TAL PEN
SW8465030CPurge and Trap TAL PEN
Protocol References:
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
TAL PEN = Eurofins TestAmerica, Pensacola, 3355 McLemore Drive, Pensacola, FL 32514, TEL [phone]
Eurofins TestAmerica, Pensacola
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Accreditation/Certification Summary
Client: AECOM Job ID: 400-202126-1
Project/Site: PPL Salisbury GW
Laboratory: Eurofins TestAmerica, Pensacola
The accreditations/certifications listed below are applicable to this report.
Authority Program Identification Number Expiration Date
North Carolina (WW/SW)314State 12-31-21
Eurofins TestAmerica, Pensacola
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Login Sample Receipt Checklist
Client: AECOM Job Number: 400-202126-1
Login Number: 202126
Question Answer Comment
Creator: Conrady, Hank W
List Source: Eurofins TestAmerica, Pensacola
List Number: 1
N/ARadioactivity wasn't checked or is </= background as measured by a survey
meter.
TrueThe cooler's custody seal, if present, is intact.
N/ASample custody seals, if present, are intact.
TrueThe cooler or samples do not appear to have been compromised or
tampered with.
TrueSamples were received on ice.
TrueCooler Temperature is acceptable.
TrueCooler Temperature is recorded.0.9°C IR-9
TrueCOC is present.
TrueCOC is filled out in ink and legible.
TrueCOC is filled out with all pertinent information.
TrueIs the Field Sampler's name present on COC?
TrueThere are no discrepancies between the containers received and the COC.
TrueSamples are received within Holding Time (excluding tests with immediate
HTs)
TrueSample containers have legible labels.
TrueContainers are not broken or leaking.
TrueSample collection date/times are provided.
TrueAppropriate sample containers are used.
TrueSample bottles are completely filled.
N/ASample Preservation Verified.
TrueThere is sufficient vol. for all requested analyses, incl. any requested
MS/MSDs
N/AContainers requiring zero headspace have no headspace or bubble is
<6mm (1/4").
TrueMultiphasic samples are not present.
TrueSamples do not require splitting or compositing.
N/AResidual Chlorine Checked.
Eurofins TestAmerica, Pensacola
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