9204_Sorrell_GWMR_DIN28117_20160427

APRIL 2016
SEMI-ANNUAL MONITORING OF
GROUNDWATER AND SURFACE WATER
SORRELL LANDFILL
APEX, WAKE COUNTY, NORTH CAROLINA
(DWM Permit No. 92-04)
S&ME Project No. 1054-07-251

Prepared for:

Sorrell Grading Company
P.O. Box 100
Apex, North Carolina 27502

Prepared by:
3201 Spring Forest Road
Raleigh, North Carolina 27616

______________________________ _____________________________
Justin P. Ahn Samuel P. Watts, P.G.
Staff Scientist Senior Project Manager

July 19, 2016
April 2016 Semi-Annual Monitoring S&ME Project No. 1054-07-251
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Table of Contents
Section Page
EXECUTIVE SUMMARY ............................................................................................1
1.1 BACKGROUND ................................................................................................................... 4
2.0 GENERAL PHYSIOGRAPHY ...........................................................................6
2.1 SITE TOPOGRAPHY ........................................................................................................... 6
2.2 REGIONAL GEOLOGY ........................................................................................................ 6
2.3 SITE GEOLOGY AND HYDROGEOLOGY ............................................................................ 7
2.4 GROUNDWATER TABLE .................................................................................................... 7
2.5 HYDRAULIC GRADIENT AND GROUNDWATER FLOW VELOCITY CALCULATIONS ........... 8
2.6 SURFACE WATER ........................................................................................................... 10
3.0 SAMPLING PROGRAM ....................................................................................11
4.0 FIELD PARAMETERS .......................................................................................12
4.1 SPECIFIC CONDUCTIVITY................................................................................................ 12
4.2 PH .................................................................................................................................... 12
4.3 TEMPERATURE ................................................................................................................ 13
4.4 TURBIDITY ....................................................................................................................... 13
5.0 ANALYTICAL RESULTS .................................................................................14
5.1 GROUNDWATER .............................................................................................................. 14
5.2 SURFACE WATER ........................................................................................................... 15
6.0 QUALITY CONTROL SAMPLES...................................................................16
7.0 STATISTICAL ANALYSIS ..............................................................................17
8.0 SUMMARY ............................................................................................................18
8.1 GROUNDWATER RESULTS .............................................................................................. 18
8.2 SURFACE WATER SAMPLES ........................................................................................... 19
9.0 RECOMMENDATIONS .....................................................................................20

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Table of Contents (Cont’d)

TABLES
TABLE 1: STATIC GROUNDWATER ELEVATIONS
TABLE 2: SUMMARY OF HYDRAULIC CONDUCTIVITY VALUES
TABLE 3: GROUNDWATER VELOCITY CALCULATIONS
TABLE 4: SUMMARY OF FIELD PARAMETERS
TABLE 5: DETECTED ANALYTES – APRIL 2015 SAMPLING EVENT

FIGURES
FIGURE 1: VICINITY MAP
FIGURE 2: GROUNDWATER POTENTIOMETRIC MAP

APPENDICES
APPENDIX I: LABORATORY REPORTS
APPENDIX II: HYDRAULIC GRADIENT / GROUNDWATER FLOW VELOCITY CALCULATIONS
APPENDIX III: SUMMARY TABLE OF ELECTRONIC DATA DELIVERABLE (EDD)

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EXECUTIVE SUMMARY

S&ME, Inc. (S&ME) was contracted by the Sorrell Grading Company and The Estate of
Mr. Clyde E. Sorrell, Senior, (Sorrell) to provide semi-annual groundwater and surface
water monitoring services at Sorrell Landfill located off of Smith Road (S.R 1303) near
Apex, North Carolina. This monitoring event was performed on April 26 and 27, 2016.
These services were performed in general accordance with the Water Quality Monitoring
Plan (WQMP) prepared in June 1996 by Trigon Engineering Consultants, Inc. as
modified by the request for additional sampling locations made by representatives of
NCDENR-DWM, and NCDENR’s Water Quality Monitoring Requirements Letter, dated
April 29, 2003. The landfill is currently in an assessment monitoring program because of
the detection of contaminants in monitor well samples in excess of North Carolina
Groundwater Protection Standards. Services conducted by S&ME for the April 2015
sampling event were performed in general accordance with proposal no. P4258-07V,
dated April 25, 2007 and the S&ME’s memorandum Cost Estimate for 2016 Semi-Annual
Groundwater and Surface Water Sampling Events, dated March 15 2016.

During the April 2016 monitoring event, one background well (MW-1R), one deep and
four shallow compliance wells (DW-1, MW-5, MW-6, MW-8 and MW-9), one off-site
assessment well (GP-9) and two surface water sampling locations (SW-1 and SW-2) were
sampled. Based on groundwater elevations measured during the April 2016 sampling
event, the overall groundwater flow at the landfill is to the east-northeast at an average
velocity of 36.34 ft/yr. Deep well DW-1 was installed within the bedrock aquifer, near
MW-8 along the facility’s southern boundary, to delineate the vertical extent of landfill
contaminants that may be migrating from the landfill cell. However, a comparison of
groundwater elevations in DW-1 and MW-8 indicates that an upward gradient continues
to exist between the two water-bearing zones in the vicinity of these wells. Due to the
upward gradient in the vicinity of DW-1, contaminants are unlikely to migrate
downward. Current analytical data of groundwater quality at DW-1 supports this
assumption.

Groundwater and surface water samples were analyzed for constituents listed in 40 CFR
258, Appendix I Constituents for Detection Monitoring (Appendix I). In addition, the
ground water samples from monitor wells MW-8 and GP-9 were also analyzed for the
Appendix II List of Hazardous Inorganic and Organic Constituents (Appendix II) for
assessment monitoring. The laboratory analytical results for the groundwater samples
were compared to the maximum allowable concentrations promulgated in the State of
North Carolina groundwater standards as presented in 15A North Carolina
Administrative Code, Subchapter 2L (15A NCAC 2L), hereafter referred to as the 2L
Standards, NCDENR Solid Waste Section Limits (SWSLs) or the Solid Waste
Groundwater Protection Standards (GWP ST) established in accordance with the Solid
Waste Rules Section .1634(h). The surface water sample analytical results were
compared to the maximum allowable concentrations promulgated in the North Carolina
Surface Water Class C standards found in 15A NCAC 2B (2B Standards).

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From groundwater samples collected during the April 2016 sampling event, seven
constituents were detected at concentrations greater than their respective 2L Standards:
1,2-dichloropropane (1.0 µg/L at MW-8), benzene (6.8 µg/L at MW-8), tetrachloroethene
(46 µg/L at MW-8) trichloroethene (16 µg/L at MW-8), vinyl chloride (6.0 µg/L in MW-
8), vanadium (7.05µg/L at MW-6, 3.86 µg/L at MW-5, 25.6 µg/L at MW-1R), and zinc
(11.5 µg/L at MW-8, 33.2 µg/L at GP-9).

During the April 2016 monitoring event only one Appendix II constituents
(dichlorodifluoromethane) was detected above the laboratory method detection limits
(MDLs) in the sample collected from MW-8. The detection was well below the NCAC
2L Standard of 1,000 µg/L and 40 µg/L, respectively. During the April monitoring event
no additional semi volatile organic compounds (SVOCs) were detected above the
laboratory method detection limits (MDLs). The inorganic constituents, barium, colbalt,
vanadium and zinc were detected above their MDLs in the sample from the upstream
(SW-1) surface water monitoring location. Barium, cobalt, and vanadium were detected
in the downstream (SW-2) surface water sample. All organic constituents were detected
at concentrations below their respective surface water quality standards (2B Standards).

The frequency and number of metals detected at the site have declined since low-flow
sampling procedures were implemented in 1999. It is recommended that the use of low
flow sampling methods be continued and that monitoring for inorganics be limited to
Appendix I inorganic constituents (no cyanide or sulfide) at the facility’s monitor wells
and surface water monitoring points.

VOCs have been detected in samples collected from well MW-8 since the well was
installed in 2001. The consistent detection of VOCs at MW-8 indicates that a source or
sources of VOCs may be present at or near this well. Additional assessment of
surrounding properties was conducted in October 2008 to further evaluate the extent of
the groundwater plume in the area of MW-8. VOCs were detected above the 2L
Standards in the off-site groundwater assessment monitor wells in October 2008 and
subsequent monitoring events. An assessment of corrective measures and corrective
action should be performed to address the groundwater contamination in the area of MW-
8. In the meantime, it is recommended that groundwater monitoring at MW-8 continue to
monitor for Appendix II VOCs. Sampling of the off-site assessment wells in the vicinity
of MW-8 (GP-9 and /or GP-10) should continue to be included as part of the regular
compliance monitoring to monitor the extent, movement and concentration of off-site
groundwater contamination.

S&ME recommends that semi-annual assessment monitoring of groundwater and surface
water be continued at the Sorrell Landfill. Currently, six monitor wells and two surface
water locations are sampled at Sorrell Landfill to fulfill the monitoring requirements as
required by North Carolina Solid Waste Management Rule .1634.

It is our understanding that the Wake County Department of Environmental Services,
Water Quality Division regularly samples the potable wells on the adjacent properties to
the south of the landfill (Dye and Herndon properties) as a precautionary measure to
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protect the users of these potable wells. S&ME recommends the results of this sampling
event be provided to Wake County for consideration in deciding protective measures for
the potable wells and their users.
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1.0 INTRODUCTION
1.1 Background

S&ME, Inc. (S&ME) was contracted by the Sorrell Grading Company and The Estate of
Mr. Clyde E. Sorrell, Senior, (Sorrell) to provide groundwater and surface water
monitoring services at Sorrell Landfill located off of Smith Road (S.R 1303) near Apex,
North Carolina (Figure 1). The sampling for this monitoring event was completed on
April 26 and April 27, 2016. The services were performed in accordance with the
facility’s revised Water Quality Monitoring Plan (WQMP) prepared in February 1996 by
Trigon Engineering Consultants, Inc. Section 4.0 of the WQMP outlined the sampling
and analysis plan (SAP) to be used to monitor groundwater and surface water in the
vicinity of the landfill. The landfill is currently in an assessment monitoring program
because of the detection of contaminants in monitor well samples at concentrations
exceeding groundwater standards.

In accordance with the approved WQMP, four baseline sampling events were performed
in May, June, July, and August 1999. During each of those sampling events,
groundwater samples were collected from two upgradient (background) wells (MW-1R
and MW-4), and three downgradient (compliance) wells (MW-5, MW-6, and MW-7). A
surface water sample was collected at one down-gradient surface water monitoring point
(SW-2). Groundwater and surface water samples collected during the four 1999
sampling events were analyzed for constituents listed in 40 CFR 258, Appendix I
Constituents for Detection Monitoring (Appendix I). The sample results and subsequent
statistical analyses performed for the 1999 sampling rounds constitute the baseline for the
semi-annual sampling events being conducted during the post-closure period. The
baseline sample results submitted to the North Carolina Department of Environment and
Natural Resources, Division of Waste Management (NCDENR-DWM) on April 9, 2001,
indicated that one or more constituents listed in Appendix I were detected at statistically
significant levels.

Based on the results of the baseline sampling events, assessment monitoring was
conducted at Sorrell Landfill during four subsequent sampling events (April 2001,
December 2001, April/May 2002, November 2002) for the constituents listed in 40 CFR
258, Appendix II List of Hazardous Inorganic and Organic Constituents (Appendix II) as
promulgated in Section .1634.

At the request of the DWM, beginning with the December 2001 sampling event and
continuing with the April/May 2002 and November 2002 events, S&ME also collected
groundwater samples from two new monitor wells and a leachate sampling point. The
two new monitor wells included one shallow well (MW-8) and one deep well (DW-1)
installed along the facility’s southern property boundary. Both wells are located
approximately between the southern edge of the landfill cell and the closest residential
well. Based on measured monitor well water elevations obtained during performance of
the 2001 and 2002 sampling events, and potentiometric mapping of the shallow aquifer, it
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appears that monitor wells DW-1 and MW-8 may be hydraulically upgradient of the
landfill. However, for the purposes of this report, wells MW-8 and DW-1 are reported as
compliance wells.

Following the November 2002 sampling event, S&ME recommended revising the
number of sampling locations, the sampling frequency, and the laboratory analysis
performed at each sampling location. In a letter dated April 23, 2003, the Section
approved these revisions. Based on the revised monitoring plan, one background well
(MW-1R), five compliance wells (DW-1, MW-5, MW-6, MW-7, and MW-8), and two
surface water locations (SW-1 and SW-2) were to be monitored. Subsequently, S&ME
determined that monitor well MW-7 was located either in or immediately adjacent to the
landfill wastes. Therefore, S&ME requested, on behalf of the owners, that the sampling
of MW-7 be suspended and that a new compliance well be installed in that area. In a
letter dated May 10, 2004, the Section concurred with that opinion. Monitor well MW-9
was installed on September 18, 2007 and has replaced MW-7 as the compliance well
along the northern portion of the landfill. Well MW-7 remains in place for measuring
water levels.

This report presents the methods used and the results of the sampling event conducted by
S&ME during the April 2016 sampling event at the facility which included the sampling
of one background well (MW-1R), one deep and four shallow compliance wells (DW-1,
MW-5, MW-6, MW-8 and MW-9), one off-site assessment well (GP-9) and two surface
water sampling locations (SW-1 and SW-2).

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2.0 GENERAL PHYSIOGRAPHY

Some of the general background information presented in this section has been compiled
from the Water Quality Monitoring Plan prepared in June 1996 by Trigon Engineering
Consultants, Inc.; from the Preliminary Explanatory Text for the 1985 Geologic Map of
North Carolina (1988) prepared by The North Carolina Geological Survey; and from
Geology of the Carolinas (1991) by Horton and Zullo. The information presented herein
has been modified for brevity and is intended to provide general background information,
particularly in regards to regional topography, geology, and hydrogeology.

2.1 Site Topography

The landfill site is located southeast of Apex, North Carolina in southwestern Wake
County (Figure 1). At its highest point, the landfill extends approximately 30 to 45 feet
in elevation above the surrounding natural ground surface. The natural ground surface
elevations at the site prior to construction of the landfill ranged from 400 to 460 feet
above Mean Sea Level (MSL). The current landfill cap surface slopes gently downward
to the southwest to an approximate elevation of 490 feet above MSL (Figure 2).

2.2 Regional Geology

The site is located in the eastern portion of the Piedmont physiographic province. In
Wake County, the land surface is evenly divided between flat to gently rolling inter-
stream areas and valleys. Soils and weathered rock typically extend downward to depths
up to 60 feet below ground surface (bgs). Outcrops of hard bedrock are rare and most are
confined to streambeds and excavations.

Bedrock at the site area has been characterized as part of the Carolina Slate Belt. The
Carolina Slate Belt in this portion of the county consists primarily of predominately low-
grade felsic metavolcanic and meta-epiclastic rocks, presumed to have originated from a
sub-aqueous, volcanic arc environment. Primary rock types include metamorphosed
argillites, mudstone, volcanic sandstone, and conglomerate. Approximately one-half
mile to the west, an unconformity identified as the Jonesboro Fault separates the Carolina
Slate Belt from Triassic claystone and siltstone sediments.

Cretaceous-age Coastal Plain sediments immediately overlie the basement rocks in the
southern and eastern portion of the site. Middendorf units include deposits of sand,
sandstone, and mudstone. Beds are laterally discontinuous with inter-fingering cross-
bedding common in the upper units.

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2.3 Site Geology and Hydrogeology

The site lies on the western edge of the Neuse River basin. Surface water run-off from
the site flows to the west into Middle Creek. Surface water then flows to the south and
east toward the confluence of Middle Creek and the Neuse River near Smithfield, NC.

The unconfined aquifer in western Wake County is typically present in the
unconsolidated subsurface residual soils to an approximate depth of 30 feet bgs,
depending on the topography. Shallow groundwater flow patterns in the vicinity of the
landfill have been evaluated through a series of shallow downgradient monitor wells
finished at depths ranging between approximately 14 to 27 feet bgs and approximately 45
feet bgs in an upgradient well (MW-1R). The depth to groundwater varies from just
below the ground surface in the downgradient wells located on the western side of the
landfill to approximately 34 feet bgs on the eastern (upgradient) side of the landfill at
MW-1R.

A nested well pair, one shallow well (MW-8) and one deep well (DW-1) is
approximately located between the edge of the landfill cell and the closest residential
wells installed along the facility’s southern property boundary line (Figure 2). The
shallow monitor well (MW-8) was installed into the overlying sandy silt and is believed
to monitor the same shallow unconfined aquifer monitored by the other wells previously
installed at the site. Monitor well DW-1 is the only well installed into the bedrock
aquifer at the site.

At the location of DW-1, the soil immediately beneath the ground surface was classified
as sandy silt and silt to a depth of approximately 54 feet bgs. Underlying the sandy silt
and silt is partially weathered metavolcanic and metasedimentary rock of various degrees
of weathering, extending to approximately 66 feet bgs, where more competent bedrock
was encountered. The underlying competent rock is bluish schist with quartz, muscovite,
biotite, and hornblende minerals, and was observed to a depth of 101 feet bgs, where the
deep boring was terminated.

During drilling activities, water-bearing fractures were observed in the bedrock at 78 feet
bgs and 99 feet bgs. Based on field estimates by S&ME, the water-bearing zone at 78
feet bgs produced approximately one gallon per minute (gpm) and the water-bearing zone
at 99 feet produced approximately six gpm.

2.4 Groundwater Table

Prior to sampling for this monitoring event, each well was examined for its general
integrity, including protection from surface water inflow, well identification tag, vented
cap, lock, and general well security. Each well was opened and the depth to the water in
the well was measured from a referenced mark on the top of the PVC well casing using
an electronic water level indicator. The water elevation at each well was calculated by
subtracting the depth measurement from the elevation of the referenced top of casing.
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Table 1 shows the depth to groundwater measurements and groundwater elevation
calculations for each of the monitor wells sampled during the April 2016 sampling event
and the groundwater elevation calculations at each of the methane monitor wells.

The shallow groundwater is defined in this report as the water-bearing zone located in the
soil regime beneath and in the vicinity of the landfill. The depth to the shallow
groundwater was measured in the background wells (MW-1R, MW-4) and in the
compliance wells (MW-5, MW-6, MW-7, MW-8 and MW-9) during the sampling event.
Depth to groundwater was also measured in the deep well DW-1. However, this well is
believed to monitor a separate water-bearing zone within the bedrock aquifer and is not
representative of the shallow groundwater. In addition to the depth-to-water
measurements taken at these groundwater monitor wells, depth-to-water measurements
were also taken at thirteen groundwater monitor wells (GP-7, GP-7D,GP-8, GP-9, GP-10,
GP-10D, GP-11, GP-12, GP-12D, GP-13, GP-14, GP-15 and GP-16) installed along the
southern boundary of the landfill that were used to assess groundwater contamination in
the vicinity of MW-8 and methane gas monitor wells to supplement the water elevation
data. A complete list of monitor wells and methane gas monitor wells with the associated
groundwater elevation calculation is presented on Table 1.

2.5 Hydraulic Gradient and Groundwater Flow Velocity Calculations

The well water elevations and our interpretation of the water table surface expressed as a
potentiometric map along with groundwater flow direction are shown on Figure 2.
Based upon the groundwater elevations in the vicinity of the landfill cell, groundwater in
this area is projected to flow north-northwest toward an unnamed tributary of Middle
Creek, which is consistent with previous groundwater data.

Hydraulic Gradient
The average horizontal hydraulic gradient was calculated from three point calculation
solutions using two well sets of groundwater elevation data measured during the April 27,
2016 sampling event and by and applying the following equation (Driscoll, 1986):

i = h1 - h2
L
Where:
i = Hydraulic gradient
h1 - h2 = Difference in hydraulic head (feet)
L = Distance along flow path (feet)

The three point calculation is used to estimate the hydraulic gradient perpendicular to a
groundwater potentiometric contour of equal elevation determined from high,
intermediate and low groundwater elevations at three monitor wells. The gradient
calculated perpendicular to the equal elevation contour plotted from the well set is
representative of a true gradient rather than the apparent gradient that is estimated from a
two point gradient calculation. Based on the Driscoll gradient equation and using a third
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groundwater elevation to plot the equal elevation contour, the distance L can be measured
between h1 and h2 perpendicular to the equal elevation contour to estimate the true
hydraulic gradient for the three groundwater elevation data points. The average
horizontal hydraulic gradient from two three point solutions using well sets MW-1R,
MW-9, and MW-4, and MW-8, MW-5 and MW-6 is estimated to be 0.029 ft/ft. The
hydraulic gradient calculations are included in Appendix II.

Groundwater Flow Velocity
An approximate average linear groundwater flow velocity (v) may be calculated by the
equation (Freeze and Cherry, 1979):

v = Ki
n

Where:
v = Average linear groundwater flow velocity [feet per day (ft/day)]
K = Hydraulic conductivity (ft/day)
i = Flow gradient as a ratio (ft/ft),
n = Effective soil porosity (percent)

Aquifer slug tests were previously performed in monitor wells MW-6, MW-7, MW-8,
MW-9 and DW-1 at the site by S&ME using rising and falling head test techniques. The
slug test data were used to estimate the hydraulic conductivity of the sediments in the
surficial aquifer intersected by the screened intervals of the monitor wells tested. The
aquifer test data were analyzed by the Bouwer and Rice Method. As summarized on
Table 2, the average hydraulic conductivity values previously measured at the site ranged
from 4.00x10-4 centimeters per second (cm/sec) to 1.86x10-4 cm/sec.

The groundwater flow velocity was calculated for the site using the average hydraulic
conductivity values measured at the site; the average hydraulic gradient of 0.029 ft/ft,
calculated from the three point calculation described above; and an effective porosity of
20%. Groundwater flow velocities calculated during the April 2016 sampling event
ranged from 28.40 feet per year (ft/yr) between monitor wells MW-8 and MW-5 to 46.48
ft/yr between monitor wells MW-1R and MW-9. Calculations performed using the
equation and input values above estimate the average groundwater flow velocity for the
site was approximately 36.34 ft/yr. The calculated hydraulic gradients and groundwater
flow velocities are presented in Table 3.

As previously discussed, monitor wells MW-8 and DW-1 were installed in December
2001 along the facility’s southern boundary based on hydrologic data available at the
time and the relative position of the landfill and the nearby potable wells. Monitor well
MW-8 was intended to serve as a point of compliance between the landfill and residential
wells installed adjacent to the site’s southern property boundary. However, as shown on
Figure 2, static water levels measured during the April 2016 sampling event indicate that
MW-8 may be located hydraulically upgradient of the landfill cell.

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DW-1 is the only well installed on site within a separate water-bearing zone contained
within the bedrock aquifer, and was installed to delineate the vertical extent of landfill
contaminants that may be migrating from the landfill cell. As shown on Table 1, the
groundwater elevation in DW-1 was observed to be 3.51 feet higher than the groundwater
elevation in MW-8 during the April 2016 sampling event. This difference in
groundwater elevations, representing hydraulic head, indicates that an upward gradient
exists between the two water-bearing zones in the vicinity of these two wells. This
upward flow component has been observed at these two wells since they were installed in
December 2001.

2.6 Surface Water

The site is located just south of an unnamed tributary that flows southwest into Middle
Creek. Middle Creek flows to the southeast, eventually emptying into the Neuse River
near Smithfield, North Carolina. The unnamed tributary is the only surface body to
receive surface water runoff from the landfill. S&ME selected two surface water
collection points along the unnamed tributary. One sample collection point (SW-1) is
located hydraulically upgradient from the landfill. The other sample collection point
(SW-2) is located hydraulically downgradient from the landfill. During the April 2016
sampling event surface water samples were collected from both sample locations.
Surface water sample collection points SW-1 and SW-2 are shown on Figure 2.
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3.0 SAMPLING PROGRAM

In accordance with 15A NCAC 13 B, § .1632, and the approved groundwater and surface
water SAP for the facility, the following sections describe the procedures used for the
collection of groundwater and surface water samples during the sampling event.

S&ME sampled surface water from the up-gradient and down-gradient collection points
along an unnamed tributary of Middle Creek (SW-1 and SW-2), one background well
(MW-1R), four shallow and one deep compliance wells (MW-5, MW-6, MW-8, MW-9
and DW-1) on April 26 and 27, 2016. One shallow off-site groundwater assessment well
(GP-9) was also sampled during the April 2016 sampling event. The monitor wells at the
landfill were sampled using a low-flow peristaltic pump equipped with polyethylene
tubing. Prior to sampling each of the wells, the groundwater was purged at a rate of
approximately 150 milliliters per minute until the turbidity was reduced to less than 10
Nephelometric Turbidity Units (NTUs) where it was achievable. Stabilization of the
selected field parameters was defined as a variance of less than 10 percent in three
successive readings recorded two minutes apart. Monitor well MW-1R was sampled
with a polyethylene bailer due to an increased depth-to-water.

The surface water samples from the creek were collected using laboratory-supplied 1-liter
bottles dipped directly into the stream as collection devices. The water was then poured
into laboratory-prepared vials and bottles.

At the completion of sampling, S&ME delivered the samples to Environmental
Conservation (ENCO) Laboratories in Cary, North Carolina for analysis according to the
following:

 MW-1R, MW-5, MW-6, MW-8, MW-9, DW-1, SW-1, and SW-2 were analyzed
for constituents listed in Appendix I (40 CFR 258); and
 MW-8 and GP-9 were analyzed for constituents listed in Appendix II (40 CFR
258).

Laboratory analytical methods for Appendix I constituents included EPA Method
6010C/6020A (metals) and Method 8260B volatile organic compounds (VOCs).

Laboratory analytical methods for Appendix II constituents included the Appendix I
constituent list, plus Method 8270D (SVOCs), Method 7470A (mercury), Method 9014
(cyanide) and SM18 4500-S D (sulfide). The analytical results reported from this
sampling event are discussed in subsequent sections of this report.
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4.0 FIELD PARAMETERS

Specific conductivity, pH, temperature, dissolved oxygen, oxygen reduction potential and
turbidity were measured in the field during well purging prior to sample collection. The
normal sampling protocol includes purging the shallow monitor wells with a peristaltic
pump at a rate of approximately 150 milliliters per minute until the turbidity is reduced to
less than 10 NTUs and the selected field parameters stabilize. Field parameters recorded
just prior to collecting the groundwater samples are summarized in Table 4 and discussed
below.

4.1 Specific Conductivity

Specific conductivity (conductance) is a measurement of the ability of a solution to pass
an electrical current. Dissolved inorganic anions and cations such as chloride, nitrate,
sulfate, phosphate, sodium, calcium, aluminum, and iron increase the ability of water to
carry a current. Conductivity is therefore related to the amount of total dissolved solids
in the water. Waters percolating through a landfill cell typically become enriched with
dissolved solids, which are reflected by increased conductivity values. Typically,
specific conductivity measures the presence of common ions such as chloride and sulfate
that are not necessarily indicative of hazardous constituents.

During the April 2016 sampling event, the specific conductance measured in the
background well (MW-1R) was 0.040 milliSiemens per centimeter (mS/cm).
Measurements in the four shallow compliance wells (MW-5, MW-6, MW-8, and MW-9)
ranged from 0.049 mS/cm (MW-9) to 0.106 mS/cm (MW-5). The specific conductance
measured in the off-site monitoring well (GP-9) was recorded as 0.034 mS/cm. The
specific conductance measured in the deep compliance well (DW-1) was recorded as
0.071 mS/cm. The highest groundwater conductivity value (0.106 mS/cm) was measured
in well MW-5. In general, conductivity readings are within the typical range of values
that would be expected to occur in shallow groundwater flow under natural conditions in
the Eastern Piedmont region.

4.2 pH

The pH is a measurement of the hydrogen ion concentration. Values lower than pH=7
indicate increasingly acidic conditions and values higher than pH=7 indicate increasingly
alkaline conditions. The pH may strongly influence the activity of certain chemical
reactions and the solubility and mobility of metals.

The pH of the groundwater in the landfill wells was measured just prior to sample
collection. The pH reading in the background well (MW-1R) was measured as 7.67. The
pH measured in the four shallow compliance wells ranged from 4.45 (MW-9) to 6.19
(MW-5). The pH values are within the range that would be expected for shallow
groundwater conditions in the Eastern Piedmont region. The pH measured in the off-site
April 2016 Semi-Annual Monitoring S&ME Project No. 1054-07-251
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13
monitoring well (GP-9) was recorded as 5.08. The pH measured in the deep compliance
well (DW-1) was recorded as 6.00.

4.3 Temperature

Groundwater temperature collected from the background well was 18.34ºC (MW-1R).
Groundwater temperatures recorded from samples collected from four shallow
compliance wells ranged from 15.11ºC (MW-6) to 18.92 ºC (MW-8). Temperature
measured from the deep compliance well (DW-1) was 17.94 ºC. Temperature measured
from the off-site assessment well (GP-9) was 17.95 ºC. Where the aquifer is in close
proximity to the ground surface, groundwater temperatures may be closely related to
seasonal temperature variations and the presence or absence of vegetative ground cover.

Groundwater temperature directly affects the solubility of oxygen and other geochemical
constituents. The solubility of dissolved oxygen is temperature-dependent, with oxygen
being more soluble in cold water than in warm water.

Groundwater temperature also affects the metabolic rate of bacteria. Rates of
biodegradation almost double for every 10 ºC increase in temperature between 5 ºC and
25 ºC. Elevated temperatures may also be an indication of significant microbiological
activity.

4.4 Turbidity

Nephelometric turbidity was added to the list of field parameters for selected wells after
the May 1999 sampling event detected higher than expected concentrations of metals.
Because the samples collected from monitor wells MW-1R and MW-6 during the initial
baseline sampling event were turbid, it was suggested that suspended soil particles
present in the groundwater could have contributed to elevated concentrations of metals
reported by the laboratory. Therefore a turbidity value of 10 NTUs was established as a
goal to achieve while purging and prior to collection of samples. During the April 2016
sampling event, the target value of 10 NTUs was not achieved in monitor well MW-1R.
Groundwater turbidity recorded just prior to sample collection in the four shallow
compliance wells ranged from 3.4 NTUs (MW-8) to 9.5 NTUs (MW-6). The turbidity
level measured in the deep compliance well (DW-1) was recorded as 2.4 NTUs. The
turbidity level measured in the off-site assessment well (GP-9) was recorded as 9.7
NTUs.

April 2016 Semi-Annual Monitoring S&ME Project No. 1054-07-251
Sorrell Landfill, Apex, North Carolina July 19, 2016

14
5.0 ANALYTICAL RESULTS

S&ME sampled one upgradient (background) well; four shallow and one deep
downgradient (compliance) wells; two surface water samples; and one off-site
groundwater assessment well on April 26 and 27, 2016. The samples were analyzed by
ENCO Laboratories for constituents listed in Appendix I of 40 CFR 258. The
groundwater sample from compliance well MW-8 and the off-site assessment well GP-9
were additionally analyzed for Appendix II SVOCs, mercury, cyanide and sulfide.
Laboratory analytical methods included EPA Method 6010C/6020A (metals), Method
8260B (VOCs), Method 8270D (SVOCs), Method 7074A (mercury), Method 9014
(cyanide), and SM18 4500-S D (sulfide). The analytical results for the groundwater and
surface water samples collected and analyzed in April 2016 are detailed below. A copy
of the analytical laboratory report is provided in Appendix I.

5.1 Groundwater

Groundwater sample analytical results were compared to North Carolina groundwater
standards as presented in 15A North Carolina Administrative Code, Subchapter 2L (15A
NCAC 2L), hereafter referred to as the 2L Standards and the Solid Waste Groundwater
Protection Standards (GWPST) established in accordance with the Solid Waste Rules
Section .1634(h). The analytical results for the April 2016 sampling event are
summarized on Table 5. Appendix III includes a summary table of the electronic data
deliverable (EDD) of the analytical and field data for the April 2016 sampling event.

From groundwater samples collected during the April 2016 sampling event, seven
constituents were detected at or above the reporting limits established by the Solid Waste
Section (SWSLs). The SWSL has little regulatory significance, except that it is a
minimum reporting limit. For several constituents, the SWSL is greater than the
corresponding North Carolina Groundwater Protection Standard.

For the April 2016 sampling event, seven constituents were detected at concentrations
greater than their respective 2L Standards: 1,2-dichloropropane (1.0 µg/L at MW-8),
benzene (6.8 µg/L at MW-8), tetrachloroethene (46 µg/L at MW-8) trichloroethene (16
µg/L at MW-8), vinyl chloride (6.0 µg/L in MW-8), vanadium (7.05µg/L at MW-6, 3.86
µg/L at MW-5, 25.6 µg/L at MW-1R), and zinc (11.5 µg/L at MW-8, 33.2 µg/L at GP-9).
It is important to note that the laboratory method detection limit (MDL) for vinyl chloride
is 0.32 µg/L which is greater than the 2L Standard of 0.03 µg/L. Therefore, vinyl
chloride may have been present at concentrations above the 2L Standard but reported
below the MDL.

One constituent, cobalt (1.16 µg/L at MW-1R, 1.12 µg/L at MW-6, 4.47 µg/L at MW-8,
4.76 µg/L at MW-9) was reported at a concentration above the respective GWPST. The
laboratory analytical results indicated that the concentrations of cobalt reported in the
groundwater samples collected from monitor well MW-5 was below the laboratory
April 2016 Semi-Annual Monitoring S&ME Project No. 1054-07-251
Sorrell Landfill, Apex, North Carolina July 19, 2016

15
reporting limit. Constituents reported at concentrations below the reporting limit are
flagged with a “J” and are considered to be an estimate.

Appendix III includes a summary table of the electronic data deliverable (EDD) of the
analytical and field data for the April 2016 sampling event.
5.2 Surface Water

The surface water sample was compared to the North Carolina Class C surface water
standards as promulgated in 15A NCAC 2B (2B Standards). The surface water sample
results for the April 2016 sampling event are summarized in Table 5.

All organic constituents were detected at concentrations less than their respective surface
water quality standards (2B Standards).

The inorganic constituents, barium, colbalt, vanadium and zinc, were detected above their
MDLs in the sample from the upstream (SW-1) surface water monitoring location during
the April 2016 monitoring event. Barium, cobalt, and vanadium were detected in the
downstream (SW-2) surface water sample location in April 2016. All inorganic
constituents detected in samples from SW-1 and SW-2 were reported with a “J”
laboratory qualifier indicating that the values are estimated concentrations below the
lowest calibration point. All organic constituents in surface water samples collected
during the April 2016 sampling event were detected at concentrations below their
respective 2B Standards.
April 2016 Semi-Annual Monitoring S&ME Project No. 1054-07-251
Sorrell Landfill, Apex, North Carolina July 19, 2016

16
6.0 QUALITY CONTROL SAMPLES

Quality control samples are required by the WQMP to demonstrate consistency of the
laboratory analytical processes and field sampling methods.

During the April 2016 sampling event, in addition to the groundwater sample collected
from monitor well MW-8 and identified as MW-8 on the chain-of-custody (record
sample), a blind duplicate sample was also collected from monitor well MW-8 (duplicate
sample). As shown on Table 5, similar analytes were detected in the record sample and
the duplicate sample.

Additionally, to assess the efficacy of the field equipment decontamination procedures,
an equipment rinse sample was taken by dipping the probe of the decontaminated water
level meter into a laboratory supplied bottle of deionized water. The equipment blank
sample was analyzed for the full Appendix I analyte list. No constitutes were detected
above the laboratory’s minimum detection limit (MDL). The results of the quality control
sampling are presented with the analytical results in Appendix I of this report.

April 2016 Semi-Annual Monitoring S&ME Project No. 1054-07-251
Sorrell Landfill, Apex, North Carolina July 19, 2016

17
7.0 STATISTICAL ANALYSIS

Previous monitoring reports submitted to the Section for this facility have included a
statistical evaluation of groundwater monitoring data. Statistical analysis was performed
to determine whether or not a statistically significant increase (SSI) above statistically
computed Upper Limits calculated from the upgradient background data set had occurred.
For this sampling event, no statistical analysis was performed on the data.
April 2016 Semi-Annual Monitoring S&ME Project No. 1054-07-251
Sorrell Landfill, Apex, North Carolina July 19, 2016

18
8.0 SUMMARY

S&ME was contracted by Sorrell to provide groundwater and surface water monitoring
services at Sorrell Landfill located just off Smith Road (S.R. 1303) near Apex, North
Carolina. Groundwater samples were collected from one upgradient (background) well
(MW-1R), four shallow and one deep downgradient (compliance) wells (MW-5, MW-6,
MW-8, MW-9 and DW-1), and one off-site assessment well (GP-9). Surface water
samples were collected from the up-gradient and down-gradient surface water monitoring
points (SW-1 and SW-2).

The depth to the groundwater was measured in each monitor well and landfill methane
well located at the site. As shown on the potentiometric map (Figure 2), groundwater in
the vicinity of the landfill is projected to flow north-northwest toward an unnamed
tributary of Middle Creek. It should be noted that static water levels measured during the
April 2016 sampling event indicate that MW-8 may be located hydraulically upgradient
of the landfill cell. In addition, the groundwater elevation in DW-1 was observed to be
higher than the groundwater elevation in MW-8 during the April 2016 sampling event.
This difference in groundwater elevations indicates that an upward gradient exists
between the two water-bearing zones in the vicinity of these two wells. These findings
are consistent with historical data.

Groundwater and surface water samples were analyzed by ENCO Laboratories for
constituents listed in Appendix I. The sample from monitor well MW-6 and off-site
assessment monitor well GP-9 were also analyzed for constituents listed in Appendix II.
Laboratory analytical methods included EPA Method 6010C/6020A (metals), Method
8260B (VOCs), Method 8270D (SVOCs), Method 7470A (Mercury), and Method 9014
(cyanide).

8.1 Groundwater Results

From groundwater samples collected during the April 2016 sampling event, seven
constituents were detected at concentrations greater than their respective 2L Standards:
1,2-dichloropropane (1.0 µg/L at MW-8), benzene (6.8 µg/L at MW-8), tetrachloroethene
(46 µg/L at MW-8) trichloroethene (16 µg/L at MW-8), vinyl chloride (6.0 µg/L in MW-
8), vanadium (7.05µg/L at MW-6, 3.86 µg/L at MW-5, 25.6 µg/L at MW-1R), and zinc
(11.5 µg/L at MW-8, 33.2 µg/L at GP-9).

The detected analytes from the April 2016 sampling event are summarized on Table 5.

It is important to note that the laboratory method detection limit (MDL) for vinyl chloride
is 0.32 µg/L which is greater than the 2L Standard of 0.03 µg/L

Therefore, vinyl chloride may have been present at concentrations above the 2L Standard
but reported below the MDL.
April 2016 Semi-Annual Monitoring S&ME Project No. 1054-07-251
Sorrell Landfill, Apex, North Carolina July 19, 2016

19

8.2 Surface Water Samples

The inorganic constituents, barium, cobalt, vanadium and zinc, were detected above their
MDLs in the sample from the upstream (SW-1) surface water monitoring location during
the April 2016 monitoring event. Barium, cobalt, and vanadium were detected in the
downstream (SW-2) surface water sample location in April 2016. All inorganic
constituents detected in samples from SW-1 and SW-2 were reported with a “J”
laboratory qualifier indicating that the values are estimated concentrations below the
lowest calibration point. All organic constituents in surface water samples collected
during the April 2016 sampling event were detected at concentrations below their
respective 2B Standards.

April 2016 Semi-Annual Monitoring S&ME Project No. 1054-07-251
Sorrell Landfill, Apex, North Carolina July 19, 2016

20
9.0 RECOMMENDATIONS

As required by North Carolina Solid Waste Management Rule .1634, these results should
be forwarded to the owner/operator of Sorrell Landfill for inclusion in the operating
record and to the NCDENR Division of Waste Management for their review. In addition
to the conclusions presented in previous chapters of this report, S&ME provides the
following recommendations:

 Analytical data since 1999 have demonstrated that the use of low-flow sampling
techniques has successfully reduced reported inorganics in the samples to more
accurate results. Accordingly, it is recommended that monitoring for inorganics
continue to be limited to Appendix I inorganic compounds at the facility’s
monitor wells (no cyanide or sulfide).

 VOCs have been detected in samples collected from well MW-8 since the well
was installed in 2001. The consistent detection of VOCs at MW-8 indicates that a
source or sources of VOCs may be present at or near this well. Additional
assessment of surrounding properties was conducted in October 2008 to further
evaluate the extent of the groundwater plume in the area of MW-8. VOCs were
detected above the 2L Standards in the off-site groundwater assessment monitor
wells in October 2008 and subsequent monitoring events. To monitor the off-site
groundwater contamination, off-site assessment monitor well GP-9 was sampled
during the April 2015 sampling event. None of the VOCs detected in nearby
compliance well MW-8 were detected in off-site assessment monitor well GP-9
during the April 2015 sampling event. An assessment of corrective measures and
corrective action should be performed to address the groundwater contamination
in the area of MW-8. In the meantime, it is recommended that groundwater
monitoring at MW-8 continue to be analyzed for Appendix II VOCs and sampling
of the off-site assessment wells in the vicinity of MW-8 (GP-8, GP-9 and /or GP-
10) continue to be included as part of the regular compliance monitoring, to
monitor the extent, movement and concentration of off-site groundwater
contamination.

 Surface water quality is monitored upstream and downstream in the vicinity of the
landfill at sampling locations SW-1 and SW-2, respectively. Samples from
surface water sampling locations SW-1 and SW-2 should continue to be
monitored for the Appendix I organic and inorganic compounds required for
detection monitoring.

 It is our understanding that the Wake County Department of Environmental
Services, Water Quality Division regularly samples the potable wells on the
adjacent properties to the south of the landfill (Dye and Herndon properties) as a
precautionary measure to protect the users of these potable wells. S&ME
recommends the results of this sampling event be provided to Wake County for
consideration in deciding protective measures for the potable wells and their
users.

TABLES

TOC Elevation
(Feet MSL)
Screened Interval
(feet below TOC)
Depth to Groundwater
(Feet below TOC)
Groundwater Elevation
(Feet MSL)
MW-1R 482.92 25-45 25.97 456.95
MW-4 445.30 12-22 3.39 441.91
MW-5 393.63 7-17 3.85 389.78
MW-6 407.15 7-17 2.75 404.40
MW-7 423.42 13-28 13.09 410.33
MW-8 463.33 21.9-31.9 22.55 440.78
MW-9 425.82 14-34 15.55 410.27
DW-1 463.18 96-101 18.89 444.29
GP-7 471.32 25-35 18.06 453.26
GP-7D 471.33 55-65 18.91 452.42
GP-8 460.39 23-33 20.03 440.36
GP-9 462.19 20.1-30.1 19.39 442.80
GP-10 456.15 15-25 14.78 441.37
GP-10D 456.20 78-88 16.56 439.64
GP-11 461.77 23-33 17.60 444.17
GP-12 466.71 23-33 20.89 445.82
GP-12D 466.72 58-68 21.06 445.66
GP-13 453.70 20-30 12.29 441.41
GP-13D 453.56 59-69 11.78 441.78
GP-14 463.45 25-35 20.24 443.21
GP-15 454.32 18-28 13.48 440.84
GP-16 449.99 18-28 8.86 441.13
MMW-2 471.71 5-20 18.34 453.37
MMW-3 452.50 3-18 11.81 440.69
MMW-4 445.60 3-13 8.54 437.06
MMW-5 437.81 3.5-13.5 Dry Dry
MMW-6 419.04 5-15 15.44 403.60
Notes:
1. TOC = Top of Casing
2. MSL = Mean Sea Level
NM = Not Measured
TOC Elevations measured by Bateman Civil Survey, June, 2007.
GP-7 - GP-16 installed by S&ME between September 5 & 11, 2008, casing elevations by Bateman Civil Survey, September 11, 2008.
Monitoring wells MW-4, MW-5, andMW-6 installed by Law Engineering in October 1991. All other wells were installed by S&ME.
MW-9 installed by S&ME on September 18, 2007, casing elevation by Bateman Civil Survey, October 5, 2007.
Table 1
Static Groundwater Elevations
Semi-Annual Assessment Monitoring - April 27, 2016
Sorrell Landfill, Apex, North Carolina
S&ME Project No. 1054-07-251
Off-site Groundwater
Monitoring Wells
Well Number
Background Wells
Compliance Wells
Methane Monitoring
Wells
Permanent Methane Monitoring Wells
Permanent Groundwater Monitoring Wells
Temporary Groundwater Monitoring Piezometers
T:\Projects\2007\ENV\07-251 Sorrell Landfill\Reports\2016 April GW Sampling\Deliverables\Sorrell Landfill April 2016 Tables.xlsx
cm/sec ft/sec ft/day ft/year
MW-1R 25 - 45'--------
MW-4 12 - 22'--------
MW-5 7.0 - 17'--------
MW-6 7.0 - 17'1.86E-04 6.07E-06 0.525 191.47
MW-7 13 - 28'3.25E-04 1.06E-05 0.917 334.59
MW-8 22 - 32'4.00E-04 1.31E-05 1.130 412.49
MW-9 14 - 34'3.86E-04 1.26E-05 1.090 397.85
DW-1 96 - 101'3.28E-04 1.07E-05 0.924 337.44
Notes:
1. ft-bgs = feet below ground surface
3. ft/sec = feet per second
4. ft/yr = feet per year
5. -- = no site specific hydraulic conductivity values available
6. Hydraulic conductivity for MW-6 and MW-7 obtained from slug tests by S&ME, April 1999.
7. Hydraulic conductivity for MW-8, MW-9 and DW-1 obtained from slug tests by S&ME, January/March 2008.
Table 2
Summary of Hydraulic Conductivity Values
Semi-Annual Assessment Monitoring - April 27, 2016
Sorrell Landfill, Apex, North Carolina
S&ME Project No. 1054-07-251
Screened Interval
(ft-bgs)
8. Hydraulic conductivity for DW-1 was calculated from transmissivity value using the Cooper-Bredehoeft-Papadopulos solution where K=T/b.
Well Number
Background
Wells
Compliance
Wells
Hydraulic Conductivity (K)
T:\Projects\2007\ENV\07-251 Sorrell Landfill\Reports\2016 April GW Sampling\Deliverables\Sorrell Landfill April 2016 Tables.xlsx
Gradient Calculation
Segment
Monitoring
Wells
Flow
Direction
Gradient Segment
Length (feet)
Gradient
Segment
Elevations
(feet)
Horizontal
Gradient
(i, feet)
Effective
Porosity
(ne)
Hydraulic
Conductivity
(K, cm/sec)
MW-1R to 456.95
MW-9 410.27
Intermediate
Well MW-4 441.91
MW-8 to 440.78
MW-5 389.78
Intermediate
Well MW-6 404.40
0.029 Avg. Velocity = 36.34 feet/year
Notes:
Horizontal velocities based on the modified Darcy equation Vgw = Ki/ne.
1. Porosity (ne) estimated for residual soils in Carolina Slate Belt
2. Average K value used for background wells and compliance wells
3. Hydraulic Gradient (i) calculated by measuring linear feet between selected contour intervals
4. Ave. Linear Velocity (v) = (1.035E06)K*i/n for units shown
5. To convert cm/sec to ft/yr, multiply n by 1.035E06
1695
NNW 46.48
28.40
Velocity
(Vgw, feet/year)
1.86E-04
Table 3
Groundwater Velocity Calculations
Semi-Annual Assessment Monitoring - April 27, 2016
Sorrell Landfill, Apex, NC
0.2
i 1
i 2
0.2
S&ME project Number 1054-07-251
3.25E-04
WNW 0.0297
0.02781690
Average Hydraulic Gradient=
T:\Projects\2007\ENV\07-251 Sorrell Landfill\Reports\2016 April GW Sampling\Deliverables\Sorrell Landfill April 2016 Tables.xlsx
pH1 Conductivity (mS/cm)2 Temperature (oC)3 Turbidity (NTUs)6
Ba
c
k
g
r
o
u
n
d

We
l
l
s
MW-1R 7.67 0.040 18.34 94.8
MW-5 6.19 0.106 15.88 5.8
MW-6 6.07 0.074 15.11 9.5
MW-8 4.79 0.076 18.92 3.4
MW-9 4.45 0.049 17.08 3.8
DW-1 6.00 0.071 17.94 2.4
Of
f
-
S
i
t
e

As
s
e
s
s
m
e
n
t

We
l
l
s
GP-9 5.08 0.034 17.95 9.7
SW-1 5.93 0.054 18.34 20.6
SW-2 6.30 0.220 18.46 12.4
Notes:
1. pH reported in standard units
2. mS/cm = miliSiemens per centimeter
3. °C = degrees Celsius
4. mg/L = milligrams per liter
5. mV = millivolts
6. NTUs = nephelometric turbidity units
Su
r
f
a
c
e

Wa
t
e
r
Co
m
p
l
i
a
n
c
e

W
e
l
l
s
Table 4
Semi-Annual Assessment Monitoring - April 27, 2015
Sorrell Landfill, Apex, North Carolina
S&ME Project No. 1054-07-251
Summary of Field Parameters
Field Parameter
Well Number
T:\Projects\2007\ENV\07-251 Sorrell Landfill\Reports\2016 April GW Sampling\Deliverables\Sorrell Landfill April 2016 Tables.xlsx
MW-1R MW-5 MW-6 MW-8 MW-9 DW-1 GP-9 Equip. Blank Duplicate SW-1 SW-2
4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/26/2016 4/26/2015
1,1-dichloroethane 5 6 <0.13 <0.13 <0.13 2.0J <0.13 <0.13 <0.13 <0.13 2.3J 6,700 <0.13 <0.13
1,1-dichloroethane <0.21 <0.21 <0.21 0.45J <0.21 <0.21 <0.21 <0.21 <0.21 <0.21 <0.21
1,2-dichloropropane 1 0.6 <0.10 <0.10 <0.10 1.0J <0.10 <0.10 <0.10 <0.10 0.93J 0.5 <0.10 <0.10
1,4-dichlorobenzene 1 6 <0.19 <0.19 <0.19 0.82J <0.19 <0.19 <0.19 <0.19 <0.19 63 <0.19 <0.19
Acetone 100 6000 <1.2 <1.2 <1.2 <1.2 <1.2 <1.2 <1.2 <1.2 <1.2 2,000 <1.2 <1.2
Arsenic 10 10 <6.80 <6.80 <6.80 <6.80 <6.80 <6.80 <6.80 <6.80 <6.80 10 <6.80 <6.80
Benzene 1 1.0 <0.15 <0.15 <0.15 6.8 <0.15 <0.15 <0.15 <0.15 6.9 1.19 <0.15 <0.15
Chloroform 5 70.0 <0.18 <0.18 <0.18 <0.18 <0.18 <0.18 <0.18 <0.18 <0.18 5.6 <0.18 <0.18
Cis-1,2-dichloroethene 5 70.0 <0.15 <0.15 <0.15 22 <0.15 <0.15 <0.15 <0.15 23 330 <0.15 <0.15
Trans-1,2-dichloroethene 5 100 <0.21 <0.21 <0.21 0.62J <0.21 <0.21 <0.21 <0.21 0.58J 140 <0.21 <0.21
Carbon disulfide 100 700 <1.5 <1.5 <1.5 <1.5 <1.5 <1.5 <1.5 <1.5 <1.5 NE <1.5 <1.5
Tetrachloroethene 1 0.7 <0.17 <0.17 <0.17 46 <0.17 <0.17 <0.17 <0.17 43 0.7 <0.17 <0.17
Trichloroethene 1 3 <0.15 <0.15 <0.15 16 <0.15 <0.15 <0.15 <0.15 16 2.5 <0.15 <0.15
Trichlorofluoromethane 1 2000 <0.24 <0.24 <0.24 <0.24 <0.24 <0.24 <0.24 <0.24 <0.24 9,100 <0.24 <0.24
Vinyl chloride 1 0.03 <0.32 <0.32 <0.32 6 <0.32 <0.32 <0.32 <0.32 6.5 0.025 <0.32 <0.32
Xylenes (total)5 500 <0.45 <0.45 <0.45 2.9J <0.45 <0.45 <0.45 <0.45 2.9J 670 <0.45 <0.45
Methylene chloride 1 5 <0.23 <0.23 <0.23 3.7 <0.23 <0.23 <0.23 <0.23 3.7 4.6 <0.23 <0.23
MW-1R MW-5 MW-6 MW-8 MW-9 DW-1 GP-9 Equip. Blank Duplicate SW-1 SW-2
4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/26/2016 4/26/2016
Dichlorodifluoromethane 5 1000 NA NA NA 14 NA NA <0.20 NA NA NE NA NA
3 & 4-Methylphenol 10 40 NA NA NA <1.6 NA NA <1.6 NA NA NE NA NA
MW-1R MW-5 MW-6 MW-8 MW-9 DW-1 GP-9 Equip. Blank Duplicate SW-1 SW-2
4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/27/2016 4/26/2016 4/26/2016
Arsenic 10 10 <6.80 <6.80 <6.80 <6.80 <6.80 <6.80 <6.80 <6.80 <6.80 10.0 <6.80 <6.80
Antimony 6 1*<0.220 <0.220 <0.220 <0.220 <0.220 <0.220 <0.220 <0.220 <0.220 5.6 <0.220 <0.220
Barium 100 700 18.7J 30.2J 30.1J 81.8J 21.6J 9.71J 11.3J <1.00 82.2J 1,000 30.2J 71.4J
Beryllium 1 4*<0.100 <0.100 <0.100 0.128J <0.100 <0.100 <0.100 <0.100 0.122J 6.5 <0.100 <0.100
Chromium 10 10 2.86J <1.40 <1.40 <1.40 <1.40 <1.40 <1.40 <1.40 <1.40 50 <1.40 <1.40
Cobalt 10 1*1.16J <1.10 1.12J 4.47J 4.76J <1.10 1.21J <1.10 4.64J 3 1.30J 1.30J
Copper 10 1000 4.18J <1.60 <1.60 <1.60 <1.60 <1.60 <1.60 <1.60 <1.60 7 AL <1.60 <1.60
Lead 10 15 5.50J <3.10 <3.10 <3.10 <3.10 <3.10 <3.10 <3.10 <3.10 25 N <3.10 <3.10
Nickel 50 100 <2.20 <2.20 <2.20 <2.20 <2.20 <2.20 <2.20 <2.20 <2.20 25 <2.20 <2.20
Silver 10 20 <1.90 <1.90 <1.90 <1.90 <1.90 <1.90 <1.90 <1.90 <1.90 0.06 AL <1.90 <1.90
Sulfide 1000 NE NA NA NA <0.010 NA NA <0.010 <0.010 NA NE NA NA
Vanadium 25 3.5*25.6 3.86J 7.05J <1.40 <1.40 <1.40 <1.40 <1.40 <1.40 24 3.08J 1.72J
Zinc 10 1000 <4.40 <4.40 <4.40 11.5 5.84J <4.40 33.2 <4.40 13.3 50 AL 6.97J <4.40
Notes:
1. ug/L = micrograms per liter (parts per billion).
2. SWSL = North Carolina Department of Environment and Natural Resources Solid Waste Section Limit established in 2007.
3. 15A NCAC 2L = North Carolina Groundwater Quality Standards (Updated January 2010).9. Bold and shaded indicates above 15A NCAC 2L or GWP ST.
4. GWP ST = Solid Waste Groundwater Protection Standard.10. Duplicate = Duplicate sample taken at DW-1 for the April 2016 sampling event.
5. 15A NCAC 2B = North Carolina Surface Water Quality Standards.11. Target analytes not shown were not detected above the laboratory method detection limits.
6. NA = Not Analyzed.12. MW-9 replaced MW-7 as a shallow groundwater monitoring compliance well. MW-9 was installed by S&ME personnel on 9-18-2007.
7. J = Detected, but below the Reporting Limit, therefore, result is an estimated concentration.13. * Indicates there is currently no 2L Standard. The target analyte was compared to the Solid Waste Section Groundwater Protection Standard (GWPST).
8. B= The analyte was detected in the associated method blank.
upstream
Surface Water SampleSample Type Quality Control Samples
Background
Well
Table 5
Detected Analytes
S&ME Project No. 1054-07-251
15 NCAC
2B
NCDENR
SWSL
15A NCAC
2L
Sampling Date
Sampling Location
Compliance Wells
Off-site
Assessment
Well
Sorrell Landfill, Apex, North Carolina
Semi-Annual Assessment Monitoring - April 27, 2016
downstream
EPA Appendix I Inorganic
Compounds Method 6010B/6020
(µg/L)
NCDENR
SWSL
15A NCAC
2L
EPA Appendix II Volatile Organic
Compounds (µg/L)
NCDENR
SWSL
15A NCAC
2L
EPA Appendix I Volatile Organic
Compounds (µg/L)
T:\Projects\2007\ENV\07-251 Sorrell Landfill\Reports\2016 April GW Sampling\Deliverables\Sorrell Landfill April 2016 Tables.xlsx

FIGURES

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APPENDIX I
LABORATORY REPORTS

APPENDIX II
HYDRAULIC GRADIENT / GROUNDWATER
FLOW VELOCITY CALCULATIONS

JOB NAME Sorrell Landfill JOB NO.
SUBJECT Hydraulic Gradient SHEET NO.
DATE
PURPOSE: COMPUTED BY
To determine the average true hydraulic gradient
CALCULATION FOR HYDRAULIC GRADIENT [ i = (h1-h2)/L ]
Given:Well GW Elevation
kA ZONE: hydraulic conductivity 0.25 to 1.13 FT/DAY MW-1R 456.95
Ŋ: porosity 0.2 dimensionless MW-9 410.27
iAVG.: AVERAGE HYDRAULIC GRADIENT 0.0270 FT/FT MW-4 441.91
MW-8 440.78
CALCULATED FROM THE AVERAGE OF THREE POINT SOLUTIONS MW-5 389.78
USING MONITOR WELLS MW-MW-1, MW-9, and MW-4 or MW-8, MW-5 and MW-6 MW-6 404.40
GRADIENT:
distance
DETERMINED FROM 3 POINT PROBLEM BY PROJECTION
i4 = MW-1R – MW-9 =456.95 -410.27 =0.0276
distance
Use Elevation of Groundwater at MW-4 to establish elevation between MW-1R and MW-9
MW-1R - MW-4 =456.95 -441.91 =544.51
gradient (MW-1R and
MW-9)
Draw line from MW-4 to point located 385.10 feet from MW-1R to MW-9.
Measure new distance between MW-1R and MW-9 perpendicular to line plotted for the contour. Recalculate Gradient
i4 = MW-1R – MW-9 =456.95 -410.27 =0.0278
New Distance
True Hydraulic Gradient =0.02779
i4 = MW-8 – MW-5 =440.78 -389.78 =0.0294
distance
Use Elevation of Groundwater at MW-6 to establish elevation between MW-8 and MW-5
MW-8 - MW-6 =440.78 -404.4 =1254.48
gradient (MW-8 and MW-5)
Draw line from MW-6 to point located 1244.83 feet from MW-8 to MW-5.
Measure new distance between MW-8 and MW-5 perpendicular to line plotted for the contour. Recalculate Gradient
i4 = MW-8 – MW-5 =440.78 -389.78 =0.029668
New Distance
True Hydraulic Gradient =0.029668
Average True Hydraulic Gradient =0.0287
0.0290
1719
1054-07-251
1 of 1
5/20/2016
JPA
1690
0.0276
1680
1734
T:\Projects\2007\ENV\07-251 Sorrell Landfill\Reports\2016 April GW Sampling\Deliverables\Sorrell Landfill April 2016 Tables.xlsx

APPENDIX III
SUMMARY TABLE of
ELECTRONIC DATA DELIVERABLE (EDD)

ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-Duplicate 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-Duplicate 7439-92-1 131 Lead Total 3.10 ug/L U 6010D 3.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 75-09-2 140 Methylene chloride 3.7 ug/L 8260B 0.23 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 7440-39-3 15 Barium Total 82.2 ug/L J 6010D 1.00 10.0 100 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 71-43-2 16 Benzene 6.9 ug/L 8260B 0.15 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-Duplicate 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 127-18-4 192 Tetrachloroethene 43 ug/L 8260B 0.17 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-Duplicate 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 79-01-6 201 Trichloroethene 16 ug/L 8260B 0.15 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 7440-62-2 209 Vanadium Total 1.40 ug/L U 6010D 1.40 10.0 25 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 75-01-4 211 Vinyl chloride 6.5 ug/L 8260B 0.32 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 7440-66-6 213 Zinc Total 13.3 ug/L 6010D 4.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 7440-41-7 23 Beryllium Total 0.122 ug/L J 6010D 0.100 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 7440-43-9 34 Cadmium Total 0.360 ug/L U 6010D 0.360 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 1330-20-7 346 Xylenes (Total)2.9 ug/L J 8260B 0.45 3.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 7440-47-3 51 Chromium Total 1.40 ug/L U 6010D 1.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 7440-48-4 53 Cobalt Total 4.64 ug/L J 6010D 1.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 7440-50-8 54 Copper Total 1.60 ug/L U 6010D 1.60 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-Duplicate 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 106-46-7 71 1,4-Dichlorobenzene 0.69 ug/L J 8260B 0.19 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 75-34-3 75 1,1-Dichloroethane 2.3 ug/L J 8260B 0.13 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 156-59-2 78 cis-1,2-Dichloroethene 23 ug/L 8260B 0.15 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 156-60-5 79 trans-1,2-Dichloroethene 0.58 ug/L J 8260B 0.21 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 78-87-5 82 1,2-Dichloropropane 0.93 ug/L J 8260B 0.10 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-Duplicate 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-DW1 SW318 318 Depth To Water 18.89 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-DW1 SW411 411 Total Well Depth 101 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-DW1 SW328 328 TOC Elevation 463.18 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
North Carolina DENR Page 1 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-DW1 SW319 319 Groundwater Elevation 444.29 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-DW1 SW320 320 pH 6.00 standard units NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-DW1 SW323 323 Specific Conductivity 0.071 mS/cm NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-DW1 SW325 325 Temperature 17.94 ºC NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-DW1 SW330 330 Turbidity 2.4 NTUs NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-DW1 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-DW1 7439-92-1 131 Lead Total 3.10 ug/L U 6010D 3.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 75-09-2 140 Methylene chloride 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 7440-39-3 15 Barium Total 9.71 ug/L J 6010D 1.00 10.0 100 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 71-43-2 16 Benzene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-DW1 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 127-18-4 192 Tetrachloroethene 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-DW1 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 79-01-6 201 Trichloroethene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 7440-62-2 209 Vanadium Total 1.40 ug/L U 6010D 1.40 10.0 25 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 75-01-4 211 Vinyl chloride 0.32 ug/L U 8260B 0.32 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 7440-66-6 213 Zinc Total 4.40 ug/L U 6010D 4.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 7440-41-7 23 Beryllium Total 0.100 ug/L U 6010D 0.100 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 7440-43-9 34 Cadmium Total 0.360 ug/L U 6010D 0.360 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 1330-20-7 346 Xylenes (Total)0.45 ug/L U 8260B 0.45 3.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 7440-47-3 51 Chromium Total 1.40 ug/L U 6010D 1.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 7440-48-4 53 Cobalt Total 1.10 ug/L U 6010D 1.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 7440-50-8 54 Copper Total 1.60 ug/L U 6010D 1.60 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-DW1 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 106-46-7 71 1,4-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 75-34-3 75 1,1-Dichloroethane 0.13 ug/L U 8260B 0.13 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 156-59-2 78 cis-1,2-Dichloroethene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 156-60-5 79 trans-1,2-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 78-87-5 82 1,2-Dichloropropane 0.10 ug/L U 8260B 0.10 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 2 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-DW1 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-DW1 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-EquipmentBlank 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-EquipmentBlank 7439-92-1 131 Lead Total 3.10 ug/L U 6010D 3.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 75-09-2 140 Methylene chloride 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 7440-39-3 15 Barium Total 1.00 ug/L U 6010D 1.00 10.0 100 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 71-43-2 16 Benzene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-EquipmentBlank 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 127-18-4 192 Tetrachloroethene 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-EquipmentBlank 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 79-01-6 201 Trichloroethene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 7440-62-2 209 Vanadium Total 1.40 ug/L U 6010D 1.40 10.0 25 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 75-01-4 211 Vinyl chloride 0.32 ug/L U 8260B 0.32 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 7440-66-6 213 Zinc Total 4.40 ug/L U 6010D 4.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 7440-41-7 23 Beryllium Total 0.100 ug/L U 6010D 0.100 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 7440-43-9 34 Cadmium Total 0.360 ug/L U 6010D 0.360 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 1330-20-7 346 Xylenes (Total)0.45 ug/L U 8260B 0.45 3.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 7440-47-3 51 Chromium Total 1.40 ug/L U 6010D 1.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 7440-48-4 53 Cobalt Total 1.10 ug/L U 6010D 1.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 7440-50-8 54 Copper Total 1.60 ug/L U 6010D 1.60 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-EquipmentBlank 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 106-46-7 71 1,4-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 75-34-3 75 1,1-Dichloroethane 0.13 ug/L U 8260B 0.13 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 156-59-2 78 cis-1,2-Dichloroethene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 156-60-5 79 trans-1,2-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 78-87-5 82 1,2-Dichloropropane 0.10 ug/L U 8260B 0.10 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-EquipmentBlank 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 SW318 318 Depth To Water 19.39 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
North Carolina DENR Page 3 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-GP9 SW411 411 Total Well Depth 30.1 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-GP9 SW328 328 TOC Elevation 462.19 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-GP9 SW319 319 Groundwater Elevation 442.81 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-GP9 SW320 320 pH 5.08 standard units NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-GP9 SW323 323 Specific Conductivity 0.034 mS/cm NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-GP9 SW325 325 Temperature 17.95 ºC NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-GP9 SW330 330 Turbidity 9.7 NTUs NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-GP9 83-32-9 1 Acenaphthene 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 107-05-1 10 3-Chloropropene 0.11 ug/L U 8260B 0.11 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 121-14-2 100 2,4-Dinitrotoluene 2.4 ug/L U 8270D 2.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 606-20-2 101 2,6-Dinitrotoluene 1.5 ug/L U 8270D 1.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 298-04-4 104 Disulfoton 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 92-67-1 11 4-Aminobiphenyl 2.1 ug/L U 8270D 2.1 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 117-81-7 111 Bis(2-ethylhexyl)phthalate 1.7 ug/L U 8270D 1.7 5.0 15 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 97-63-2 112 Ethyl Methacrylate 0.38 ug/L U 8260B 0.38 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 62-50-0 113 Ethyl methanesulfonate 1.2 ug/L U 8270D 1.2 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 52-85-7 114 Famphur 2.7 ug/L U 8270D 2.7 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 206-44-0 115 Fluoranthene 2.1 ug/L U 8270D 2.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 86-73-7 116 Fluorene 1.7 ug/L U 8270D 1.7 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 118-74-1 119 Hexachlorobenzene 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 120-12-7 12 Anthracene 1.6 ug/L U 8270D 1.6 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 87-68-3 120 Hexachlorobutadiene 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 77-47-4 121 Hexachlorocyclopentadiene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 67-72-1 122 Hexachloroethane 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 1888-71-7 123 Hexachloropropene 1.7 ug/L U 8270D 1.7 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 193-39-5 125 Indeno(1,2,3-cd)pyrene 2.2 ug/L U 8270D 2.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 78-83-1 126 Isobutyl alcohol 11 ug/L U 8260B 11 50 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 465-73-6 127 Isodrin 1.0 ug/L U 8270D 1.0 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 78-59-1 128 Isophorone 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 120-58-1 129 Isosafrole 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-GP9 143-50-0 130 Kepone 7.2 ug/L U 8270D 7.2 20 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7439-92-1 131 Lead Total 3.10 ug/L U 6010D 3.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 7439-97-6 132 Mercury Total 0.170 ug/L U 7470A 0.170 0.200 0.2 1 4/27/2016 5/2/2016 5/3/2016 591
92-04 9204-GP9 126-98-7 133 Methacrylonitrile 4.9 ug/L U 8260B 4.9 10 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 91-80-5 134 Methapyrilene 3.5 ug/L U 8270D 3.5 10 100 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 56-49-5 138 3-Methylcholanthrene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 75-09-2 140 Methylene chloride 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 80-62-6 143 Methyl Methacrylate 0.51 ug/L U 8260B 0.51 1.0 30 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 66-27-3 144 Methyl Methanesulfonate 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 91-57-6 145 2-Methylnaphthalene 1.5 ug/L U 8270D 1.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 298-00-0 146 Methyl parathion 2.5 ug/L U 8270D 2.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 91-20-3 148 Naphthalene 0.11 ug/L U 8260B 0.11 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 130-15-4 149 1,4-Naphthoquinone 2.5 ug/L U 8270D 2.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7440-39-3 15 Barium Total 11.3 ug/L J 6010D 1.00 10.0 100 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 134-32-7 150 1-Naphthylamine 1.9 ug/L U 8270D 1.9 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 91-59-8 151 2-Naphthylamine 3.0 ug/L U 8270D 3.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 99-09-2 153 3-Nitroaniline 2.1 ug/L U 8270D 2.1 10 50 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 88-74-4 154 2-Nitroaniline 1.5 ug/L U 8270D 1.5 10 50 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 100-01-6 155 4-Nitroaniline 3.2 ug/L U 8270D 3.2 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 98-95-3 156 Nitrobenzene 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 99-55-8 157 5-Nitro-o-toluidine 3.2 ug/L U 8270D 3.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 88-75-5 158 2-Nitrophenol 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 100-02-7 159 4-Nitrophenol 2.0 ug/L U 8270D 2.0 10 50 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 71-43-2 16 Benzene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
North Carolina DENR Page 4 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-GP9 55-18-5 160 N-Nitrosodiethylamine 1.3 ug/L U 8270D 1.3 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 62-75-9 161 N-Nitrosodimethylamine 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 924-16-3 162 N-Nitrosodi-n-butylamine 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 621-64-7 164 N-Nitroso-di-n-propylamine 1.5 ug/L U 8270D 1.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 10595-95-6 165 N-Nitrosomethylethylamine 1.9 ug/L U 8270D 1.9 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 100-75-4 166 N-Nitrosopiperidine 1.1 ug/L U 8270D 1.1 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 930-55-2 167 N-Nitrosopyrrolidine 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 117-84-0 168 Di-n-octylphthalate 3.1 ug/L U 8270D 3.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 56-38-2 169 Parathion 1.7 ug/L U 8270D 1.7 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 56-55-3 17 Benzo(a)anthracene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 608-93-5 171 Pentachlorobenzene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 82-68-8 172 Pentachloronitrobenzene 1.0 ug/L U 8270D 1.0 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 62-44-2 174 Phenacetin 2.7 ug/L U 8270D 2.7 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 85-01-8 175 Phenanthrene 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 106-50-3 176 1,4-Phenylenediamine 4.0 ug/L U 8270D 4.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 108-95-2 177 Phenol 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 298-02-2 178 Phorate 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 23950-58-5 179 Pronamide 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 205-99-2 18 Benzo(b)fluoranthene 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 107-12-0 180 Propionitrile 5.0 ug/L U 8260B 5.0 10 150 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 129-00-0 181 Pyrene 2.1 ug/L U 8270D 2.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 94-59-7 182 Safrole 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-GP9 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 18496-25-8 187 Sulfide 0.010 mg/L U SM 4500S2 D-2000 0.010 0.10 1000 1 4/27/2016 5/3/2016 5/3/2016 591
92-04 9204-GP9 95-94-3 189 1,2,4,5-Tetrachlorobenzene 2.0 ug/L U 8270D 2.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 207-08-9 19 Benzo(k)fluoranthene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 127-18-4 192 Tetrachloroethene 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 58-90-2 193 2,3,4,6-Tetrachlorophenol 2.0 ug/L U 8270D 2.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-GP9 7440-31-5 195 Tin Total 2.40 ug/L U 6010D 2.40 10.0 100 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 95-53-4 197 o-Toluidine 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 120-82-1 199 1,2,4-Trichlorobenzene 0.14 ug/L U 8260B 0.14 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 208-96-8 2 Acenaphthylene 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 191-24-2 20 Benzo(g,h,i)perylene 2.4 ug/L U 8270D 2.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 79-01-6 201 Trichloroethene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 95-95-4 204 2,4,5-Trichlorophenol 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 88-06-2 205 2,4,6-Trichlorophenol 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 126-68-1 207 O,O,O-Triethyl phosphorothioate 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 99-35-4 208 1,3,5-Trinitrobenzene 3.0 ug/L U 8270D 3.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7440-62-2 209 Vanadium Total 1.40 ug/L U 6010D 1.40 10.0 25 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 50-32-8 21 Benzo(a)pyrene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 75-01-4 211 Vinyl chloride 0.32 ug/L U 8260B 0.32 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 7440-66-6 213 Zinc Total 33.2 ug/L 6010D 4.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 100-51-6 22 Benzyl alcohol 1.4 ug/L U 8270D 1.4 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7440-41-7 23 Beryllium Total 0.100 ug/L U 6010D 0.100 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 101-55-3 31 4-Bromophenyl-phenylether 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 85-68-7 32 Butylbenzylphthalate 2.0 ug/L U 8270D 2.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 84-74-2 33 Di-n-butylphthalate 1.5 ug/L U 8270D 1.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7440-43-9 34 Cadmium Total 0.657 ug/L J 6010D 0.360 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 1330-20-7 346 Xylenes (Total)0.45 ug/L U 8260B 0.45 3.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
North Carolina DENR Page 5 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-GP9 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 SW374 374 3 & 4-Methylphenol 1.6 ug/L U 8270D 1.6 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 106-47-8 38 4-Chloroaniline 1.2 ug/L U 8270D 1.2 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 75-05-8 4 Acetonitrile 5.0 ug/L U 8260B 5.0 10 55 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 510-15-6 40 Chlorobenzilate 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 111-91-1 42 Bis(2-chloroethoxy)methane 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 86-30-6\122-39-4 426 N-nitrosodiphenylamine/Diphenylamine 2.1 ug/L U 8270D 2.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 111-44-4 43 Bis(2-chloroethyl)ether 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 59-50-7 45 4-Chloro-3-methylphenol 1.5 ug/L U 8270D 1.5 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 108-60-1 46 Bis(2-chloroisopropyl)ether 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 91-58-7 47 2-Chloronaphthalene 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 95-57-8 48 2-Chlorophenol 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7005-72-3 49 4-Chlorophenyl-phenylether 1.6 ug/L U 8270D 1.6 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 98-86-2 5 Acetophenone 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 126-99-8 50 Chloroprene 0.64 ug/L U 8260B 0.64 1.0 20 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 7440-47-3 51 Chromium Total 1.40 ug/L U 6010D 1.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 218-01-9 52 Chrysene 2.0 ug/L U 8270D 2.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 7440-48-4 53 Cobalt Total 1.21 ug/L J 6010D 1.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 7440-50-8 54 Copper Total 1.60 ug/L U 6010D 1.60 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-GP9 95-48-7 56 2-Methylphenol 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 57-12-5 58 Cyanide (total)0.0049 mg/L U 9014 0.0049 0.010 10 1 4/27/2016 4/28/2016 4/29/2016 591
92-04 9204-GP9 53-96-3 6 2-Acetylaminofluorene 2.5 ug/L U 8270D 2.5 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 2303-16-4 63 Diallate 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 53-70-3 64 Dibenzo(a,h)anthracene 2.3 ug/L U 8270D 2.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 132-64-9 65 Dibenzofuran 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 107-02-8 7 Acrolein 4.0 ug/L U 8260B 4.0 10 53 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 541-73-1 70 1,3-Dichlorobenzene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 106-46-7 71 1,4-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 91-94-1 72 3,3'-Dichlorobenzidine 3.3 ug/L U 8270D 3.3 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 75-71-8 74 Dichlorodifluoromethane 0.20 ug/L U 8260B 0.20 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 75-34-3 75 1,1-Dichloroethane 0.13 ug/L U 8260B 0.13 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 156-59-2 78 cis-1,2-Dichloroethene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 156-60-5 79 trans-1,2-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 120-83-2 80 2,4-Dichlorophenol 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 87-65-0 81 2,6-Dichlorophenol 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 78-87-5 82 1,2-Dichloropropane 0.10 ug/L U 8260B 0.10 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 142-28-9 83 1,3-Dichloropropane 0.16 ug/L U 8260B 0.16 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 594-20-7 84 2,2-Dichloropropane 0.28 ug/L U 8260B 0.28 1.0 15 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 563-58-6 85 1,1-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/9/2016 5/9/2016 591
92-04 9204-GP9 297-97-2 89 Thionazin 2.3 ug/L U 8270D 2.3 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 84-66-2 90 Diethylphthalate 2.1 ug/L U 8270D 2.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 60-51-5 91 Dimethoate 2.3 ug/L U 8270D 2.3 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 60-11-7 92 p-Dimethylaminoazobenzene 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 57-97-6 93 7,12-Dimethylbenz(a)anthracene 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 119-93-7 94 3,3'-Dimethylbenzidine 2.2 ug/L U 8270D 2.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 105-67-9 95 2,4-Dimethylphenol 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 131-11-3 96 Dimethylphthalate 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 99-65-0 97 1,3-Dinitrobenzene 1.9 ug/L U 8270D 1.9 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 534-52-1 98 2-Methyl-4,6-dinitrophenol 2.9 ug/L U 8270D 2.9 10 50 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-GP9 51-28-5 99 2,4-Dinitrophenol 2.6 ug/L U 8270D 2.6 10 50 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW1R SW318 318 Depth To Water 25.97 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW1R SW411 411 Total Well Depth 45 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
North Carolina DENR Page 6 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-MW1R SW328 328 TOC Elevation 482.92 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW1R SW319 319 Groundwater Elevation 456.95 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW1R SW320 320 pH 7.67 standard units NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW1R SW323 323 Specific Conductivity 0.04 mS/cm NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW1R SW325 325 Temperature 18.37 ºC NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW1R SW330 330 Turbidity 94.8 NTUs NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW1R 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/26/2016 5/2/2016 5/4/2016 591
92-04 9204-MW1R 7439-92-1 131 Lead Total 5.50 ug/L J 6010D 3.10 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 75-09-2 140 Methylene chloride 0.23 ug/L U 8260B 0.23 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 7440-39-3 15 Barium Total 28.0 ug/L J 6010D 1.00 10.0 100 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 71-43-2 16 Benzene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/26/2016 5/2/2016 5/4/2016 591
92-04 9204-MW1R 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 127-18-4 192 Tetrachloroethene 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/26/2016 5/2/2016 5/4/2016 591
92-04 9204-MW1R 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 79-01-6 201 Trichloroethene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 7440-62-2 209 Vanadium Total 25.6 ug/L 6010D 1.40 10.0 25 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 75-01-4 211 Vinyl chloride 0.32 ug/L U 8260B 0.32 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 7440-66-6 213 Zinc Total 4.40 ug/L U 6010D 4.40 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 7440-41-7 23 Beryllium Total 0.100 ug/L U 6010D 0.100 1.00 1 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 7440-43-9 34 Cadmium Total 0.360 ug/L U 6010D 0.360 1.00 1 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 1330-20-7 346 Xylenes (Total)0.45 ug/L U 8260B 0.45 3.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 7440-47-3 51 Chromium Total 2.86 ug/L J 6010D 1.40 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 7440-48-4 53 Cobalt Total 1.16 ug/L J 6010D 1.10 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 7440-50-8 54 Copper Total 4.18 ug/L J 6010D 1.60 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-MW1R 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 106-46-7 71 1,4-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 75-34-3 75 1,1-Dichloroethane 0.13 ug/L U 8260B 0.13 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 156-59-2 78 cis-1,2-Dichloroethene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 156-60-5 79 trans-1,2-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/26/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 7 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-MW1R 78-87-5 82 1,2-Dichloropropane 0.10 ug/L U 8260B 0.10 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-MW1R 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 SW318 318 Depth To Water 3.85 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW5 SW411 411 Total Well Depth 17 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW5 SW328 328 TOC Elevation 393.63 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW5 SW319 319 Groundwater Elevation 389.78 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW5 SW320 320 pH 6.19 standard units NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW5 SW323 323 Specific Conductivity 0.106 mS/cm NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW5 SW325 325 Temperature 15.88 ºC NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW5 SW330 330 Turbidity 5.8 NTUs NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW5 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW5 7439-92-1 131 Lead Total 3.10 ug/L U 6010D 3.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 75-09-2 140 Methylene chloride 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 7440-39-3 15 Barium Total 30.2 ug/L J 6010D 1.00 10.0 100 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 71-43-2 16 Benzene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW5 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 127-18-4 192 Tetrachloroethene 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW5 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 79-01-6 201 Trichloroethene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 7440-62-2 209 Vanadium Total 3.86 ug/L J 6010D 1.40 10.0 25 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 75-01-4 211 Vinyl chloride 0.32 ug/L U 8260B 0.32 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 7440-66-6 213 Zinc Total 4.40 ug/L U 6010D 4.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 7440-41-7 23 Beryllium Total 0.100 ug/L U 6010D 0.100 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 7440-43-9 34 Cadmium Total 0.360 ug/L U 6010D 0.360 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 1330-20-7 346 Xylenes (Total)0.45 ug/L U 8260B 0.45 3.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 7440-47-3 51 Chromium Total 1.40 ug/L U 6010D 1.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 7440-48-4 53 Cobalt Total 1.10 ug/L U 6010D 1.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 7440-50-8 54 Copper Total 1.60 ug/L U 6010D 1.60 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW5 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 106-46-7 71 1,4-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 75-34-3 75 1,1-Dichloroethane 0.13 ug/L U 8260B 0.13 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 8 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-MW5 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 156-59-2 78 cis-1,2-Dichloroethene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 156-60-5 79 trans-1,2-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 78-87-5 82 1,2-Dichloropropane 0.10 ug/L U 8260B 0.10 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW5 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 SW318 318 Depth To Water 2.75 ft NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW6 SW411 411 Total Well Depth 17 ft NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW6 SW328 328 TOC Elevation 407.15 ft AMSL NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW6 SW319 319 Groundwater Elevation 404.4 ft AMSL NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW6 SW320 320 pH 6.07 standard units NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW6 SW323 323 Specific Conductivity 0.074 mS/cm NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW6 SW325 325 Temperature 15.11 ºC NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW6 SW330 330 Turbidity 9.5 NTUs NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW6 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW6 7439-92-1 131 Lead Total 3.10 ug/L U 6010D 3.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 75-09-2 140 Methylene chloride 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 7440-39-3 15 Barium Total 30.1 ug/L J 6010D 1.00 10.0 100 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 71-43-2 16 Benzene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW6 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 127-18-4 192 Tetrachloroethene 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW6 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 79-01-6 201 Trichloroethene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 7440-62-2 209 Vanadium Total 7.05 ug/L J 6010D 1.40 10.0 25 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 75-01-4 211 Vinyl chloride 0.32 ug/L U 8260B 0.32 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 7440-66-6 213 Zinc Total 4.40 ug/L U 6010D 4.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 7440-41-7 23 Beryllium Total 0.100 ug/L U 6010D 0.100 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 7440-43-9 34 Cadmium Total 0.360 ug/L U 6010D 0.360 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 1330-20-7 346 Xylenes (Total)0.45 ug/L U 8260B 0.45 3.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 7440-47-3 51 Chromium Total 1.40 ug/L U 6010D 1.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 7440-48-4 53 Cobalt Total 1.12 ug/L J 6010D 1.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 7440-50-8 54 Copper Total 1.60 ug/L U 6010D 1.60 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW6 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/27/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 9 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-MW6 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 106-46-7 71 1,4-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 75-34-3 75 1,1-Dichloroethane 0.13 ug/L U 8260B 0.13 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 156-59-2 78 cis-1,2-Dichloroethene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 156-60-5 79 trans-1,2-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 78-87-5 82 1,2-Dichloropropane 0.10 ug/L U 8260B 0.10 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW6 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 SW318 318 Depth To Water 22.55 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW8 SW411 411 Total Well Depth 31.9 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW8 SW328 328 TOC Elevation 463.33 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW8 SW319 319 Groundwater Elevation 440.78 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW8 SW320 320 pH 4.79 standard units NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW8 SW323 323 Specific Conductivity 0.076 mS/cm NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW8 SW325 325 Temperature 18.92 ºC NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW8 SW330 330 Turbidity 3.4 NTUs NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW8 83-32-9 1 Acenaphthene 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 107-05-1 10 3-Chloropropene 0.11 ug/L U 8260B 0.11 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 121-14-2 100 2,4-Dinitrotoluene 2.4 ug/L U 8270D 2.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 606-20-2 101 2,6-Dinitrotoluene 1.5 ug/L U 8270D 1.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 298-04-4 104 Disulfoton 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 92-67-1 11 4-Aminobiphenyl 2.1 ug/L U 8270D 2.1 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 117-81-7 111 Bis(2-ethylhexyl)phthalate 1.7 ug/L U 8270D 1.7 5.0 15 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 97-63-2 112 Ethyl Methacrylate 0.38 ug/L U 8260B 0.38 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 62-50-0 113 Ethyl methanesulfonate 1.2 ug/L U 8270D 1.2 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 52-85-7 114 Famphur 2.7 ug/L U 8270D 2.7 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 206-44-0 115 Fluoranthene 2.1 ug/L U 8270D 2.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 86-73-7 116 Fluorene 1.7 ug/L U 8270D 1.7 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 118-74-1 119 Hexachlorobenzene 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 120-12-7 12 Anthracene 1.6 ug/L U 8270D 1.6 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 87-68-3 120 Hexachlorobutadiene 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 77-47-4 121 Hexachlorocyclopentadiene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 67-72-1 122 Hexachloroethane 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 1888-71-7 123 Hexachloropropene 1.7 ug/L U 8270D 1.7 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 193-39-5 125 Indeno(1,2,3-cd)pyrene 2.2 ug/L U 8270D 2.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 78-83-1 126 Isobutyl alcohol 11 ug/L U 8260B 11 50 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 465-73-6 127 Isodrin 1.0 ug/L U 8270D 1.0 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 78-59-1 128 Isophorone 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 120-58-1 129 Isosafrole 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW8 143-50-0 130 Kepone 7.2 ug/L U 8270D 7.2 20 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7439-92-1 131 Lead Total 3.10 ug/L U 6010D 3.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 7439-97-6 132 Mercury Total 0.170 ug/L U 7470A 0.170 0.200 0.2 1 4/27/2016 5/2/2016 5/3/2016 591
92-04 9204-MW8 126-98-7 133 Methacrylonitrile 4.9 ug/L U 8260B 4.9 10 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 91-80-5 134 Methapyrilene 3.5 ug/L U 8270D 3.5 10 100 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 56-49-5 138 3-Methylcholanthrene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 75-09-2 140 Methylene chloride 3.7 ug/L 8260B 0.23 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 80-62-6 143 Methyl Methacrylate 0.51 ug/L U 8260B 0.51 1.0 30 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 66-27-3 144 Methyl Methanesulfonate 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 91-57-6 145 2-Methylnaphthalene 1.5 ug/L U 8270D 1.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 298-00-0 146 Methyl parathion 2.5 ug/L U 8270D 2.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 10 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-MW8 91-20-3 148 Naphthalene 0.11 ug/L U 8260B 0.11 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 130-15-4 149 1,4-Naphthoquinone 2.5 ug/L U 8270D 2.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7440-39-3 15 Barium Total 81.8 ug/L J 6010D 1.00 10.0 100 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 134-32-7 150 1-Naphthylamine 1.9 ug/L U 8270D 1.9 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 91-59-8 151 2-Naphthylamine 3.0 ug/L U 8270D 3.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 99-09-2 153 3-Nitroaniline 2.1 ug/L U 8270D 2.1 10 50 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 88-74-4 154 2-Nitroaniline 1.5 ug/L U 8270D 1.5 10 50 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 100-01-6 155 4-Nitroaniline 3.2 ug/L U 8270D 3.2 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 98-95-3 156 Nitrobenzene 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 99-55-8 157 5-Nitro-o-toluidine 3.2 ug/L U 8270D 3.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 88-75-5 158 2-Nitrophenol 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 100-02-7 159 4-Nitrophenol 2.0 ug/L U 8270D 2.0 10 50 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 71-43-2 16 Benzene 6.8 ug/L 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 55-18-5 160 N-Nitrosodiethylamine 1.3 ug/L U 8270D 1.3 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 62-75-9 161 N-Nitrosodimethylamine 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 924-16-3 162 N-Nitrosodi-n-butylamine 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 621-64-7 164 N-Nitroso-di-n-propylamine 1.5 ug/L U 8270D 1.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 10595-95-6 165 N-Nitrosomethylethylamine 1.9 ug/L U 8270D 1.9 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 100-75-4 166 N-Nitrosopiperidine 1.1 ug/L U 8270D 1.1 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 930-55-2 167 N-Nitrosopyrrolidine 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 117-84-0 168 Di-n-octylphthalate 3.1 ug/L U 8270D 3.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 56-38-2 169 Parathion 1.7 ug/L U 8270D 1.7 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 56-55-3 17 Benzo(a)anthracene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 608-93-5 171 Pentachlorobenzene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 82-68-8 172 Pentachloronitrobenzene 1.0 ug/L U 8270D 1.0 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 62-44-2 174 Phenacetin 2.7 ug/L U 8270D 2.7 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 85-01-8 175 Phenanthrene 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 106-50-3 176 1,4-Phenylenediamine 4.0 ug/L U 8270D 4.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 108-95-2 177 Phenol 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 298-02-2 178 Phorate 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 23950-58-5 179 Pronamide 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 205-99-2 18 Benzo(b)fluoranthene 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 107-12-0 180 Propionitrile 5.0 ug/L U 8260B 5.0 10 150 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 129-00-0 181 Pyrene 2.1 ug/L U 8270D 2.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 94-59-7 182 Safrole 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW8 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 18496-25-8 187 Sulfide 0.010 mg/L U SM 4500S2 D-2000 0.010 0.10 1000 1 4/27/2016 5/3/2016 5/3/2016 591
92-04 9204-MW8 95-94-3 189 1,2,4,5-Tetrachlorobenzene 2.0 ug/L U 8270D 2.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 207-08-9 19 Benzo(k)fluoranthene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 127-18-4 192 Tetrachloroethene 46 ug/L 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 58-90-2 193 2,3,4,6-Tetrachlorophenol 2.0 ug/L U 8270D 2.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW8 7440-31-5 195 Tin Total 2.40 ug/L U 6010D 2.40 10.0 100 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 95-53-4 197 o-Toluidine 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 120-82-1 199 1,2,4-Trichlorobenzene 0.14 ug/L U 8260B 0.14 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 208-96-8 2 Acenaphthylene 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 191-24-2 20 Benzo(g,h,i)perylene 2.4 ug/L U 8270D 2.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 79-01-6 201 Trichloroethene 16 ug/L 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 95-95-4 204 2,4,5-Trichlorophenol 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 88-06-2 205 2,4,6-Trichlorophenol 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 126-68-1 207 O,O,O-Triethyl phosphorothioate 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 99-35-4 208 1,3,5-Trinitrobenzene 3.0 ug/L U 8270D 3.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7440-62-2 209 Vanadium Total 1.40 ug/L U 6010D 1.40 10.0 25 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 50-32-8 21 Benzo(a)pyrene 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/27/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 11 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-MW8 75-01-4 211 Vinyl chloride 6.0 ug/L 8260B 0.32 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 7440-66-6 213 Zinc Total 11.5 ug/L 6010D 4.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 100-51-6 22 Benzyl alcohol 1.4 ug/L U 8270D 1.4 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7440-41-7 23 Beryllium Total 0.128 ug/L J 6010D 0.100 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 101-55-3 31 4-Bromophenyl-phenylether 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 85-68-7 32 Butylbenzylphthalate 2.0 ug/L U 8270D 2.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 84-74-2 33 Di-n-butylphthalate 1.5 ug/L U 8270D 1.5 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7440-43-9 34 Cadmium Total 0.360 ug/L U 6010D 0.360 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 1330-20-7 346 Xylenes (Total)2.9 ug/L J 8260B 0.45 3.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 SW374 374 3 & 4-Methylphenol 1.6 ug/L U 8270D 1.6 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 106-47-8 38 4-Chloroaniline 1.2 ug/L U 8270D 1.2 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 75-05-8 4 Acetonitrile 5.0 ug/L U 8260B 5.0 10 55 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 510-15-6 40 Chlorobenzilate 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 111-91-1 42 Bis(2-chloroethoxy)methane 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 86-30-6\122-39-4 426 N-nitrosodiphenylamine/Diphenylamine 2.1 ug/L U 8270D 2.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 111-44-4 43 Bis(2-chloroethyl)ether 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 59-50-7 45 4-Chloro-3-methylphenol 1.5 ug/L U 8270D 1.5 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 108-60-1 46 Bis(2-chloroisopropyl)ether 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 91-58-7 47 2-Chloronaphthalene 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 95-57-8 48 2-Chlorophenol 1.2 ug/L U 8270D 1.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7005-72-3 49 4-Chlorophenyl-phenylether 1.6 ug/L U 8270D 1.6 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 98-86-2 5 Acetophenone 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 126-99-8 50 Chloroprene 0.64 ug/L U 8260B 0.64 1.0 20 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 7440-47-3 51 Chromium Total 1.40 ug/L U 6010D 1.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 218-01-9 52 Chrysene 2.0 ug/L U 8270D 2.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 7440-48-4 53 Cobalt Total 4.47 ug/L J 6010D 1.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 7440-50-8 54 Copper Total 1.60 ug/L U 6010D 1.60 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW8 95-48-7 56 2-Methylphenol 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 57-12-5 58 Cyanide (total)0.0049 mg/L U 9014 0.0049 0.010 10 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW8 53-96-3 6 2-Acetylaminofluorene 2.5 ug/L U 8270D 2.5 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 2303-16-4 63 Diallate 1.0 ug/L U 8270D 1.0 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 53-70-3 64 Dibenzo(a,h)anthracene 2.3 ug/L U 8270D 2.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 132-64-9 65 Dibenzofuran 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 107-02-8 7 Acrolein 4.0 ug/L U 8260B 4.0 10 53 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 541-73-1 70 1,3-Dichlorobenzene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 106-46-7 71 1,4-Dichlorobenzene 0.82 ug/L J 8260B 0.19 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 91-94-1 72 3,3'-Dichlorobenzidine 3.3 ug/L U 8270D 3.3 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 75-71-8 74 Dichlorodifluoromethane 14 ug/L 8260B 0.20 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 75-34-3 75 1,1-Dichloroethane 2.0 ug/L J 8260B 0.13 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 75-35-4 77 1,1-Dichloroethene 0.45 ug/L J 8260B 0.21 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 156-59-2 78 cis-1,2-Dichloroethene 22 ug/L 8260B 0.15 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 156-60-5 79 trans-1,2-Dichloroethene 0.62 ug/L J 8260B 0.21 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 120-83-2 80 2,4-Dichlorophenol 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 87-65-0 81 2,6-Dichlorophenol 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 78-87-5 82 1,2-Dichloropropane 1.0 ug/L 8260B 0.10 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 142-28-9 83 1,3-Dichloropropane 0.16 ug/L U 8260B 0.16 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 594-20-7 84 2,2-Dichloropropane 0.28 ug/L U 8260B 0.28 1.0 15 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 563-58-6 85 1,1-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 12 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-MW8 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW8 297-97-2 89 Thionazin 2.3 ug/L U 8270D 2.3 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 84-66-2 90 Diethylphthalate 2.1 ug/L U 8270D 2.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 60-51-5 91 Dimethoate 2.3 ug/L U 8270D 2.3 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 60-11-7 92 p-Dimethylaminoazobenzene 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 57-97-6 93 7,12-Dimethylbenz(a)anthracene 1.1 ug/L U 8270D 1.1 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 119-93-7 94 3,3'-Dimethylbenzidine 2.2 ug/L U 8270D 2.2 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 105-67-9 95 2,4-Dimethylphenol 1.3 ug/L U 8270D 1.3 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 131-11-3 96 Dimethylphthalate 1.4 ug/L U 8270D 1.4 10 10 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 99-65-0 97 1,3-Dinitrobenzene 1.9 ug/L U 8270D 1.9 10 20 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 534-52-1 98 2-Methyl-4,6-dinitrophenol 2.9 ug/L U 8270D 2.9 10 50 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW8 51-28-5 99 2,4-Dinitrophenol 2.6 ug/L U 8270D 2.6 10 50 1 4/27/2016 5/3/2016 5/10/2016 591
92-04 9204-MW9 SW318 318 Depth To Water 15.55 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW9 SW411 411 Total Well Depth 34 ft NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW9 SW328 328 TOC Elevation 425.82 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW9 SW319 319 Groundwater Elevation 410.27 ft AMSL NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-MW9 SW320 320 pH 4.45 standard units NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW9 SW323 323 Specific Conductivity 0.049 mS/cm NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW9 SW325 325 Temperature 17.08 ºC NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW9 SW330 330 Turbidity 3.8 NTUs NA NA NA NA NA 1 4/27/2016 NA NA NA
92-04 9204-MW9 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW9 7439-92-1 131 Lead Total 3.10 ug/L U 6010D 3.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 75-09-2 140 Methylene chloride 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 7440-39-3 15 Barium Total 21.6 ug/L J 6010D 1.00 10.0 100 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 71-43-2 16 Benzene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW9 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 127-18-4 192 Tetrachloroethene 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/27/2016 5/2/2016 5/4/2016 591
92-04 9204-MW9 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 79-01-6 201 Trichloroethene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 7440-62-2 209 Vanadium Total 1.40 ug/L U 6010D 1.40 10.0 25 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 75-01-4 211 Vinyl chloride 0.32 ug/L U 8260B 0.32 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 7440-66-6 213 Zinc Total 5.84 ug/L J 6010D 4.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 7440-41-7 23 Beryllium Total 0.100 ug/L U 6010D 0.100 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 7440-43-9 34 Cadmium Total 0.360 ug/L U 6010D 0.360 1.00 1 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 1330-20-7 346 Xylenes (Total)0.45 ug/L U 8260B 0.45 3.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 7440-47-3 51 Chromium Total 1.40 ug/L U 6010D 1.40 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
North Carolina DENR Page 13 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-MW9 7440-48-4 53 Cobalt Total 4.76 ug/L J 6010D 1.10 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 7440-50-8 54 Copper Total 1.60 ug/L U 6010D 1.60 10.0 10 1 4/27/2016 4/29/2016 5/3/2016 591
92-04 9204-MW9 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 106-46-7 71 1,4-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 75-34-3 75 1,1-Dichloroethane 0.13 ug/L U 8260B 0.13 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 156-59-2 78 cis-1,2-Dichloroethene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 156-60-5 79 trans-1,2-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 78-87-5 82 1,2-Dichloropropane 0.10 ug/L U 8260B 0.10 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-MW9 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/27/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 SW320 320 pH 5.93 stndrd units NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-SW1 SW323 323 Specific Conductivity 0.054 mS/cm NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-SW1 SW325 325 Temperature 18.41 ºC NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-SW1 SW330 330 Turbidity 20.6 NTUs NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-SW1 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/26/2016 5/2/2016 5/4/2016 591
92-04 9204-SW1 7439-92-1 131 Lead Total 3.10 ug/L U 6010D 3.10 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 75-09-2 140 Methylene chloride 0.23 ug/L U 8260B 0.23 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 7440-39-3 15 Barium Total 30.2 ug/L J 6010D 1.00 10.0 100 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 71-43-2 16 Benzene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/26/2016 5/2/2016 5/4/2016 591
92-04 9204-SW1 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 127-18-4 192 Tetrachloroethene 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/26/2016 5/2/2016 5/4/2016 591
92-04 9204-SW1 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 79-01-6 201 Trichloroethene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 7440-62-2 209 Vanadium Total 3.08 ug/L J 6010D 1.40 10.0 25 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 75-01-4 211 Vinyl chloride 0.32 ug/L U 8260B 0.32 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 7440-66-6 213 Zinc Total 6.97 ug/L J 6010D 4.40 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 7440-41-7 23 Beryllium Total 0.100 ug/L U 6010D 0.100 1.00 1 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 7440-43-9 34 Cadmium Total 0.360 ug/L U 6010D 0.360 1.00 1 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 1330-20-7 346 Xylenes (Total)0.45 ug/L U 8260B 0.45 3.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 14 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-SW1 7440-47-3 51 Chromium Total 1.40 ug/L U 6010D 1.40 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 7440-48-4 53 Cobalt Total 1.30 ug/L J 6010D 1.10 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 7440-50-8 54 Copper Total 1.60 ug/L U 6010D 1.60 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW1 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 106-46-7 71 1,4-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 75-34-3 75 1,1-Dichloroethane 0.13 ug/L U 8260B 0.13 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 156-59-2 78 cis-1,2-Dichloroethene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 156-60-5 79 trans-1,2-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 78-87-5 82 1,2-Dichloropropane 0.10 ug/L U 8260B 0.10 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW1 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 SW320 320 pH 6.30 stndrd units NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-SW2 SW323 323 Specific Conductivity 0.22 mS/cm NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-SW2 SW325 325 Temperature 18.46 ºC NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-SW2 SW330 330 Turbidity 12.4 NTUs NA NA NA NA NA 1 4/26/2016 NA NA NA
92-04 9204-SW2 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 7440-36-0 13 Antimony Total 0.220 ug/L U 6020B 0.220 2.00 6 1 4/26/2016 5/2/2016 5/4/2016 591
92-04 9204-SW2 7439-92-1 131 Lead Total 3.10 ug/L U 6010D 3.10 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 7440-38-2 14 Arsenic Total 6.80 ug/L U 6010D 6.80 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 75-09-2 140 Methylene chloride 0.23 ug/L U 8260B 0.23 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 7440-39-3 15 Barium Total 71.4 ug/L J 6010D 1.00 10.0 100 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 7440-02-0 152 Nickel Total 2.20 ug/L U 6010D 2.20 10.0 50 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 71-43-2 16 Benzene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 7782-49-2 183 Selenium Total 0.910 ug/L U 6020B 0.910 3.00 10 1 4/26/2016 5/2/2016 5/4/2016 591
92-04 9204-SW2 7440-22-4 184 Silver Total 1.90 ug/L U 6010D 1.90 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 127-18-4 192 Tetrachloroethene 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 7440-28-0 194 Thallium Total 0.110 ug/L U 6020B 0.110 1.00 5.5 1 4/26/2016 5/2/2016 5/4/2016 591
92-04 9204-SW2 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 79-01-6 201 Trichloroethene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 7440-62-2 209 Vanadium Total 1.72 ug/L J 6010D 1.40 10.0 25 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 75-01-4 211 Vinyl chloride 0.32 ug/L U 8260B 0.32 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 7440-66-6 213 Zinc Total 4.40 ug/L U 6010D 4.40 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 7440-41-7 23 Beryllium Total 0.100 ug/L U 6010D 0.100 1.00 1 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 7440-43-9 34 Cadmium Total 0.360 ug/L U 6010D 0.360 1.00 1 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 1330-20-7 346 Xylenes (Total)0.45 ug/L U 8260B 0.45 3.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 15 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-SW2 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 7440-47-3 51 Chromium Total 1.40 ug/L U 6010D 1.40 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 7440-48-4 53 Cobalt Total 1.30 ug/L J 6010D 1.10 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 7440-50-8 54 Copper Total 1.60 ug/L U 6010D 1.60 10.0 10 1 4/26/2016 4/29/2016 5/3/2016 591
92-04 9204-SW2 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 106-46-7 71 1,4-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 75-34-3 75 1,1-Dichloroethane 0.13 ug/L U 8260B 0.13 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 156-59-2 78 cis-1,2-Dichloroethene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 156-60-5 79 trans-1,2-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 78-87-5 82 1,2-Dichloropropane 0.10 ug/L U 8260B 0.10 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-SW2 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 100-41-4 110 Ethylbenzene 0.13 ug/L U 8260B 0.13 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 591-78-6 124 2-Hexanone 0.88 ug/L U 8260B 0.88 5.0 50 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 74-83-9 136 Bromomethane 0.14 ug/L U 8260B 0.14 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 74-87-3 137 Chloromethane 0.13 ug/L U 8260B 0.13 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 74-95-3 139 Dibromomethane 0.27 ug/L U 8260B 0.27 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 75-09-2 140 Methylene chloride 0.23 ug/L U 8260B 0.23 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 78-93-3 141 2-Butanone 1.3 ug/L U 8260B 1.3 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 74-88-4 142 Iodomethane 1.7 ug/L U 8260B 1.7 5.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 108-10-1 147 4-Methyl-2-pentanone 1.1 ug/L U 8260B 1.1 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 71-43-2 16 Benzene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 100-42-5 186 Styrene 0.11 ug/L U 8260B 0.11 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 630-20-6 190 1,1,1,2-Tetrachloroethane 0.17 ug/L U 8260B 0.17 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 79-34-5 191 1,1,2,2-Tetrachloroethane 0.28 ug/L U 8260B 0.28 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 127-18-4 192 Tetrachloroethene 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 108-88-3 196 Toluene 0.14 ug/L U 8260B 0.14 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 71-55-6 200 1,1,1-Trichloroethane 0.12 ug/L U 8260B 0.12 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 79-01-6 201 Trichloroethene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 79-00-5 202 1,1,2-Trichloroethane 0.14 ug/L U 8260B 0.14 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 75-69-4 203 Trichlorofluoromethane 0.24 ug/L U 8260B 0.24 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 96-18-4 206 1,2,3-Trichloropropane 0.23 ug/L U 8260B 0.23 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 108-05-4 210 Vinyl acetate 0.95 ug/L U 8260B 0.95 5.0 50 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 75-01-4 211 Vinyl chloride 0.32 ug/L U 8260B 0.32 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 74-97-5 28 Bromochloromethane 0.48 ug/L U 8260B 0.48 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 75-27-4 29 Bromodichloromethane 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 67-64-1 3 Acetone 1.2 ug/L U 8260B 1.2 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 75-25-2 30 Bromoform 0.22 ug/L U 8260B 0.22 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 1330-20-7 346 Xylenes (Total)0.45 ug/L U 8260B 0.45 3.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 75-15-0 35 Carbon disulfide 1.5 ug/L U 8260B 1.5 5.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 56-23-5 36 Carbon tetrachloride 0.17 ug/L U 8260B 0.17 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 108-90-7 39 Chlorobenzene 0.17 ug/L U 8260B 0.17 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 75-00-3 41 Chloroethane 0.23 ug/L U 8260B 0.23 1.0 10 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 67-66-3 44 Chloroform 0.18 ug/L U 8260B 0.18 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 124-48-1 66 Dibromochloromethane 0.17 ug/L U 8260B 0.17 1.0 3 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 96-12-8 67 1,2-Dibromo-3-chloropropane 0.48 ug/L U 8260B 0.48 1.0 13 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 106-93-4 68 1,2-Dibromoethane 0.66 ug/L U 8260B 0.66 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 95-50-1 69 1,2-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 106-46-7 71 1,4-Dichlorobenzene 0.19 ug/L U 8260B 0.19 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 110-57-6 73 trans-1,4-Dichloro-2-butene 0.70 ug/L U 8260B 0.70 1.0 100 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 75-34-3 75 1,1-Dichloroethane 0.13 ug/L U 8260B 0.13 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 107-06-2 76 1,2-Dichloroethane 0.21 ug/L U 8260B 0.21 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 75-35-4 77 1,1-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 156-59-2 78 cis-1,2-Dichloroethene 0.15 ug/L U 8260B 0.15 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 156-60-5 79 trans-1,2-Dichloroethene 0.21 ug/L U 8260B 0.21 1.0 5 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 107-13-1 8 Acrylonitrile 3.5 ug/L U 8260B 3.5 10 200 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 78-87-5 82 1,2-Dichloropropane 0.10 ug/L U 8260B 0.10 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
92-04 9204-TripBlank 10061-01-5 86 cis-1,3-Dichloropropene 0.20 ug/L U 8260B 0.20 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 16 of 17
ENCO Laboratories, Inc. - Confidential
NCSWS EDD Format
FACILITY_PERMIT WELL_ID CAS_Number SWS_ID PARAMETER RESULT UNITS QUALIFIER METHOD MDL MRL SWSL DILUTION_FACTOR COLLECT_DATE EXTRACTION_DATE ANALYSIS_DATE LAB_CERTID
92-04 9204-TripBlank 10061-02-6 87 trans-1,3-Dichloropropene 0.15 ug/L U 8260B 0.15 1.0 1 1 4/26/2016 5/6/2016 5/7/2016 591
North Carolina DENR Page 17 of 17