CCB0057_Nash_Reuse_SwiftCreek_StructuralFill_March2021GW_FID1584695_20210603

ReUse Technology Water Quality Monitoring
Report — March 2021
Battleboro, Nash County
North Carolina
May 14, 2021
Project No.: 0397281
The business of sustainability

Water Quality Monitoring Report - March 2021
Swift Creek CCB Structural Fill — CCB0057
Battleboro, Nash County
North Carolina
Chris Means,
Project Manager
ERM NC, Inc.
300 West Summit Avenue
Suite 330
Charlotte, North Carolina 28203
Phone:[phone]
© Copyright 2021 by ERM Worldwide Group Ltd and / or its affiliates ("ERM").
All rights reserved. No part of this work may be reproduced or transmitted in any form,
or by any means, without the prior written permission of ERM
Thomas M. Wilson, P.G.
Principal -in -Charge
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WATER QUALITY MONITORING REPORT — MARCH 2O21
Battleboro, Nash County
CONTENTS
CONTENTS
1. INTRODUCTION AND SITE HISTORY.............................................................................................1
1.1 Introduction...........................................................................................................................................1
1.2 Summary of Site Environmental History and Corrective Action............................................................1
2. CONCEPTUAL SITE MODEL............................................................................................................3
2.1 Hydrogeology........................................................................................................................................3
2.2 Contaminant Fate and Transport..........................................................................................................3
3. WATER QUALITY MONITORING ACTIVITIES................................................................................4
3.1 Objectives.............................................................................................................................................4
3.2 Monitoring Methods..............................................................................................................................5
4. MONITORING RESULTS............................................................................................................6
4.1 Groundwater Monitoring Results..........................................................................................................6
4.2 Surface Water Monitoring Results........................................................................................................8
4.3 Laboratory Data Quality Analysis..........................................................................................................9
5. SUMMARY......................................................................................................................................... 9
APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER RESULTS
APPENDIX B FIELD SHEETS
APPENDIX C LABORATORY DATA
List of Figures
Figure1 Site Location Map................................................................................................................... 10
Figure 2 Site Map and Monitor Well Locations..................................................................................... 10
Figure 3 Shallow Groundwater Potentiometric Map — March 2021...................................................... 10
Figure 4 Groundwater Analyses - Constituents Exceeding 2L Groundwater Standards — March 202110
Figure 5 Groundwater Analyses — Sulfate — Surficial Aquifer............................................................... 10
Figure 6 Hydrogeologic Profile A-A....................................................................................................... 10
Figure 7 Sulfate Concentrations over Time — Selected Monitor Wells ................................................. 10
List of Tables
Table 1
Monitor Well Construction Data Summary..............................................................................
11
Table 2
Historical Groundwater Elevation Data...................................................................................
11
Table 3
Groundwater and Surface Water Analytical Event Results ....................................................
11
Table 4
Groundwater and Surface Water Field Parameter Results ....................................................
11
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WATER QUALITY MONITORING REPORT — MARCH 2O21 INTRODUCTION AND SITE HISTORY
Battleboro, Nash County
INTRODUCTION AND SITE HISTORY
1.1 Introduction
On behalf of ReUse Technology, Inc. (ReUse), ERM NC, Inc. (ERM) has prepared this Water Quality
Monitoring Report associated with corrective action activities conducted for the Swift Creek Coal
Combustion By -Products (CCBs) Structural Fill site (CCB-0057) located along U.S. Highway 301 north of
Battleboro, Nash County, North Carolina, (hereafter called the "Site" or "subject property"). Corrective
actions have been implemented at the Site to address groundwater quality impacts in accordance with
the Corrective Action Plan (CAP) (ERM February 27, 2015) approved by the North Carolina Department
of Environmental Quality (NCDEQ) on March 12, 2015. The corrective actions were implemented in 2017
and included temporary removal of CCB materials to allow raising the floor elevation above the seasonal
high groundwater table, placing the CCB materials on the raised floor in a reduced footprint, installation of
a synthetic liner (cap) over the limits of the CCBs, and drainage improvements to minimize rainfall
infiltration. Groundwater and surface water monitoring activities presented herein are being conducted at
the Site to monitor the effectiveness of the corrective actions. The Site location is shown in Figure 1. A
Site map is included as Figure 2.
1.2 Summary of Site Environmental History and Corrective Action
The Site is a 25-acre property in northeast Nash County bounded by US Highway 301 to the west, Lane
Swamp to the north and east and Swift Creek to the south. The area surrounding the site is comprised of
sparsely populated agricultural land and partially wooded land. In December 1991, the Solid Waste
Section approved a proposed plan submitted by ReUse to use CCBs as structural fill material in the
development of the 25 acres as a commercial property. In September 1992, ReUse began placement of
CCBs as beneficial use fill at the site. In January 2003, the last shipment of CCBs was accepted at the
site. In March 2003, the site had been graded, compacted, covered with an 18-inch soil cap and planted
with grass seed. In December 2003, Full Circle Solutions, Inc. purchased the business assets of ReUse
Technology, Inc. including the Swift Creek Site. According to records of Full Circle Solutions, Inc., a total
of approximately 134,000 tons of CCBs were placed at the Site. On November 4, 2004, the Closure
Notice was forwarded to the Solid Waste Section.
In August 2004, Sherrill Environmental, Inc. reported the results of groundwater monitoring at four newly
installed monitoring wells (MW-1 S/MW-1 D, MW-2S/MW-2D) at the site. Lead and sulfate were detected
at concentrations above the respective North Carolina 2L Groundwater Standards in the shallow
groundwater on the east side of the CCB fill. In October 2004, the Solid Waste Section required an
assessment by ReUse to determine the extent of the groundwater impact resulting from the placement of
CCBs at the Site. In March 2006, a Comprehensive Site Assessment for the Swift Creek Project was
submitted to the Solid Waste Section that included the results of an expanded groundwater and surface
water assessment. In September 2006, a Compliance Order was issued by the Solid Waste Section to
ReUse. In December 2006, pursuant to the Compliance Order, an Assessment Monitoring Plan and a
Swift Creek Dewatering Analysis were submitted to the Solid Waste Section. The Assessment Monitoring
Plan described a proposed groundwater and surface water monitoring program for the site. The Swift
Creek Dewatering Analysis described a proposed dewatering subsurface drain along the western
boundary of the fill along US Highway 301 to remove water from the coal ash fill and lower the local
groundwater table to provide a required minimum 1-foot vertical separation between coal ash and
seasonal high groundwater elevations. The Assessment Monitoring Plan was approved by the Solid
Waste Section in February 2007. The Swift Creek Dewatering Analysis was conditionally approved by the
Solid Waste Section in July 2007 based on the performance of the proposed dewatering plan.
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WATER QUALITY MONITORING REPORT — MARCH 2O21 INTRODUCTION AND SITE HISTORY
Battleboro, Nash County
In January 2008, a dewatering subsurface drain was installed consisting of a 6-inch PVC drain pipe along
the western boundary of the fill along US Highway 301. The drain was designed to lower the local
groundwater table to provide a required minimum 1-foot vertical separation between coal ash and
seasonal high groundwater elevations. Groundwater collected in the pipe was transmitted by gravity flow
to an outfall box located at the north end of the site at Lane Swamp.
The groundwater and surface water monitoring program was initiated at the site in October 2007 in
accordance with the Assessment Monitoring Plan. The program consisted of semi-annual sampling and
laboratory analytical testing for metals and sulfates at eight (8) groundwater monitoring well locations and
three (3) surface water monitoring locations. Groundwater levels were also measured in the monitoring
wells and piezometers in order to evaluate ground water flow direction and determine water levels relative
to the CCB fill. The reported results of the groundwater monitoring from 2007 to 2014 confirmed
groundwater quality impacts including concentrations of sulfate, arsenic and lead at levels above the
respective North Carolina 2L groundwater standards. The monitoring reported no impacts to surface
water quality in Lane Swamp or Swift Creek adjacent to the facility.
The Division of Waste Management issued a "Warning Notice" to Full Circle Solutions and ReUse dated
May 16, 2014. The notice stated that the required groundwater vertical separation between filled CCBs
and seasonal high groundwater elevations had not been achieved and exceedances of the North Carolina
2L groundwater standards had been routinely reported. As a result, a "Groundwater Corrective Action
Application" was required to be submitted for approval.
On behalf of Full Circle Solutions and ReUse, ERM NC, Inc. (ERM) submitted a Corrective Action
Application to the Division of Waste Management dated October 16, 2014 for approval. The Corrective
Action Application proposed the construction of a synthetic liner (cap) and drainage improvements as
corrective actions to significantly reduce or eliminate rainfall infiltration and leachate generation from the
beneficial fill. Two contingency corrective actions also were identified. The Division issued approval in
December 2014 and requested the submittal of a detailed Corrective Action Plan (CAP) to the Solid
Waste Section.
The Corrective Action Plan was submitted in February 2015 and approved by the NCDEQ Solid Waste
Section in March 2015. The Corrective Action Plan was designed to raise existing CCBs to above
historically high groundwater levels to prevent the leaching of contaminants of concern from the existing
CCBs. The CAP included the installation of a protective liner system, cover soil layer, and drainage
outlets to prevent infiltration of precipitation into the CCBs to assist in the prevention of leaching. The
footprint of the limits of ash was condensed from approximately 10 acres to 5 acres reducing the effective
infiltration area. Implementation of the Corrective Action Plan was delayed approximately 1 year in 2015-
2016 due to a North Carolina Department of Transportation (NCDOT) project to realign US Highway 301
along with bridge replacements across Swift Creek. The corrective measures began on April 24, 2017
and were completed on January 12, 2018.
In June 2018, two new monitor wells, MW-5RS and MW-5RD, were installed as replacements for former
upgradient wells MW-5S and MW-5D which were abandoned in 2015 by the NCDOT as part of the
Highway 301 realignment project. The new wells were located hydraulically upgradient (west) of the Site
on the west side of Highway 301 (see Figure 2) to monitor background water quality in the surficial aquifer
(MW-5RS) and deep aquifer (MW-5RD) zones. The monitor wells were installed under an NCDOT right-
of-way encroachment agreement (E-0420981800025).
In accordance with the CAP, a performance monitoring and reporting plan was implemented in 2018 to
monitor the effectiveness of the corrective action. The elements of the performance monitoring plan
include:
■ Semi-annual groundwater and surface water monitoring and reporting,
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WATER QUALITY MONITORING REPORT — MARCH 2O21 CONCEPTUAL SITE MODEL
Battleboro, Nash County
■ Quarterly inspection and reporting of the Site for cap structural integrity, erosion control, proper
drainage, etc., and
■ Corrective Action Effectiveness Reports prepared every five years to evaluate and document a
reduction in contaminant concentrations in groundwater and a stable or decreasing plume extent.
2. CONCEPTUAL SITE MODEL
2.1 Hydrogeology
Based on the corrective action and monitoring work by ERM as well as previous site investigation
activities performed by others, the following updated conceptual site model has been developed.
The Site is located in the Coastal Plain physiographic province of North Carolina. The site surficial
geology consists of alluvial terrace deposits consisting of layers and mixtures of silts, clay, sands and
gravels. The alluvial deposits at the site range in thickness from approximately 8 to 16 feet. The shallow
ground water at the site occurs in the alluvial deposits and is referred to as the surficial or alluvial aquifer.
The alluvial aquifer sands are of low to moderate permeability (average hydraulic conductivity 0.67
feet/day). Within the alluvial aquifer zone, a yellowish -brown clay layer was encountered in the majority
of the borings for monitoring wells and piezometers installed at the site. The clay layer of the alluvial
aquifer at the site is approximately 1 to 4 feet thick and has a low permeability (average hydraulic
conductivity 0.002 feet/day). The clayey layer behaves as a confining layer or perching layer, which
appears to limit the vertical migration of contaminants at the site. On the west (upgradient) edge of the
site, the clay layer was reported absent in the borings for former wells MW-5S, MW-51D, P-23 and P-24.
The alluvial deposits at the site are underlain by the Yorktown Formation, a regionally extensive marine
deposit. At the site, the upper Yorktown Formation, consisting typically of greenish -gray, clayey, silty,
Shelly, very fine sands, is encountered from approximately 13 feet to the maximum depth of investigation
of 35 feet, and has a low permeability (average of 0.002 feet per day). No groundwater quality impacts
have been detected in monitoring wells completed in the deeper Yorktown aquifer zone.
The general groundwater flow pattern at the site is controlled largely by two groundwater discharge
features: Lane Swamp to the north and east and Swift Creek to the south. Groundwater flow in the area
of the site is generally from west to east with a northeast component of flow toward Lane Swamp at the
north end of the site, and a southeast component of flow toward Swift Creek at the south end of the site.
2.2 Contaminant Fate and Transport
The key features of the site conceptual model for contaminant fate and transport are summarized as
follows:
■ The depth to groundwater ranges from 0 feet bgs at the creeks and swamps to more than 6 feet in
topographically higher areas (not including the beneficial fill footprint).
■ The regional groundwater flow regime within the surficial (alluvial) aquifer flows west to east with
north and south flow components near Swift Creek and Lane Swamp which serve as shallow
groundwater discharge features.
■ The estimated groundwater velocities at the site are very low. The historical calculated groundwater
velocities are approximately 6 to 27 feet per year for the surficial (alluvial) aquifer and approximately
0.03 feet per year for the deeper Yorktown aquifer.
■ Prior to the 2018 corrective action, seasonal rises of the underlying water table and rainfall infiltration
downward through the old soil cap resulted in water infiltration into the coal ash fill. Constituents
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WATER QUALITY MONITORING REPORT — MARCH 2O21 WATER QUALITY MONITORING ACTIVITIES
Battleboro, Nash County
within the coal ash fill were dissolved by the infiltration water and became mobile. The former
infiltration mechanism has been mitigated by the corrective action.
Once the infiltration water enters the surficial groundwater, it migrates laterally above a clay confining
or perching layer within the alluvial aquifer zone towards the groundwater discharge features of Lane
Swamp and Swift Creek which serve to limit the lateral extent of the affected groundwater. The
limited lateral extent of the affected groundwater is evident at wells MW-2S and 2D, located
approximately 200 feet east of the former perimeter of the beneficial fill, where no 2L groundwater
exceedances are observed. Similarly, there is no evidence of affected groundwater to the west
(upgradient) as evidenced by groundwater monitoring results at current monitoring wells MW-5RS
and MW-5RD and former monitoring wells MW-5S and 5D.
■ Based on historical groundwater monitoring results, the groundwater quality impacts at the site are
limited to the surficial aquifer zone. No groundwater quality impacts are detected in the deeper
aquifer zone of the Yorktown Formation.
The swamps and creeks surrounding the beneficial fill site act as a "natural perimeter drain" and
intercept the affected groundwater. Based on the historical surface water monitoring results, there
are no surface water quality impacts to Lane Swamp or Swift Creek due to affected groundwater from
the site.
3. WATER QUALITY MONITORING ACTIVITIES
3.1 Objectives
Demonstration of effectiveness of the completed remediation is the primary objective of the water quality
monitoring program (i.e. remedial performance monitoring). This objective is achieved by monitoring the
success in reducing the site -specific contaminants of concern (COC) in groundwater, therefore mitigating
the potential for surface water quality impacts due to contaminated groundwater migration and discharge
to surface water.
The applicable preliminary remedial goals for groundwater and surface water are summarized below.
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WATER QUALITY MONITORING REPORT — MARCH 2O21 WATER QUALITY MONITORING ACTIVITIES
Battleboro, Nash County
Groundwater
NC 2L •. •
•. •
Compounds
Arsenic
0.01
0.15
Barium
0.7
NE
Cadmium
0.002
h
Chromium (Total)
0.01
h
Lead
0.015
0.025
Mercury
0.001
0.000012
Selenium
0.02
0.005
Silver
0.02
0.00006
Sulfate
250
NE
pH
6.5-8.5
6.0-9.0
North Carolina 2L Groundwater Quality Standard
2 North Carolina Surface Water Quality Standard for Class C Waters
NE = Not Established
mg/L = milligrams per liter
h = hardness dependent dissolved metal standard
Water quality monitoring is conducted in accordance with the Corrective Action Plan (ERM March 2015).
Following is a discussion of the groundwater and surface water monitoring activities conducted at the Site
during the reporting period.
3.2 Monitoring Methods
A water quality monitoring event was conducted at the Site on March 25-26, 2021. Groundwater and
surface water samples were collected from the following monitor wells and surface water locations.
Monitor Wells Surface Water Locations
MW-1 S SW-1
MW-1 D SW-2
MW-2S
MW-2D
MW-3
MW-4
MW-5RS
MW-5RD
MW-6
MW-7
Subtotal: 10 Subtotal: 2
The monitor well and surface water locations are shown on Figure 2. Monitoring well construction details
are summarized in Table 1.
All monitor wells were gauged for water levels and then purged and sampled by low -flow purging
methods. The surface water samples were collected as grab samples using clean containers. Field
parameters (pH, conductivity, temperature, dissolved oxygen & oxidation reduction potential) were
measured for each groundwater and surface water sample by calibrated meters. Well purge logs were
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WATER QUALITY MONITORING REPORT — MARCH 2O21 MONITORING RESULTS
Battleboro, Nash County
completed for each monitor well to document the stabilization of field parameters prior to sample
collection. Well purge logs are provided in Appendix B. The groundwater and surface water samples
were placed in laboratory supplied containers and placed on ice. The samples were submitted to North
Carolina certified laboratory Pace Analytical Services (Formerly Shealy Environmental Services) (NC329)
and were analyzed for eight specific metals, sulfates and total dissolved solids using the analytical
methods summarized below:
Analytical Methods
EPA Method 6010
Arsenic
Barium
Cadmium
Chromium (Total)
Lead
Selenium
Silver
EPA Method 7470C
Mercury
EPA 300.0
Sulfates
SM 2540 C
Total Dissolved Solids
4. MONITORING RESULTS
4.1 Groundwater Monitoring Results
Groundwater monitoring activities were conducted at 10 monitor wells at the Site. Groundwater depth -to -
water gauging and elevation data are presented in Table 2. The groundwater elevations in the surficial
aquifer on March 25, 2021 ranged from 91.13 ft MSL at MW-7 located on the east (downgradient) side of
the Site to 94.76 ft MSL at MW-4 located on the west (upgradient) side of the Site. The groundwater
elevations are below the base of the CCB fill which generally ranges from 94 to 99 ft MSL from east to
west. A potentiometric surface map for the surficial (alluvial) aquifer zone for the March 2021 monitoring
event is presented as Figure 3. Groundwater flow in the surficial aquifer over most of the Site is generally
west to east towards Lane Swamp Swift Creek, which serve as groundwater discharge zones. During the
March 2021 monitoring event, MW-8 was unable to be accessed due to a biological hazard (water
moccasin) at the monitor well.
Using the current groundwater elevation data, the hydraulic gradients for the Site were calculated. See
summarized table below.
25-March-2021
Well Head Head Distance Hydraulic Gradient
Designation Elevation Change Change
(ft) (ft) (ft) (ft/ft)
• •1 :1 ® 11 11 1 11 1
•• ® 11 11 1 11 •
I Averaqe Hydraulic Gradient 0.0043 1
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WATER QUALITY MONITORING REPORT — MARCH 2O21
Battleboro, Nash County
MONITORING RESULTS
Groundwater seepage velocities were calculated using Darcy's equation, summarized as:
Where:
V=(Kxi)/ne
V = seepage velocity of groundwater in ft/day
K = hydraulic conductivity in ft/day
i = hydraulic gradient (ft/ft)
ne = effective porosity
As summarized below, based on the March 2021 hydraulic gradients and the previously calculated mean
hydraulic conductivities, the estimated groundwater seepage velocity in the surficial aquifer zone using a
primary porosity range of 10 to 25% is approximately 3 to 9 feet per year.
Seepage Velocity Range (Surficial Aquifer) =
= (0.55) (0.0043) / (0.25) = 9.40E-03 ft/day
= (0.55) (0.0043) / (0.10) = 2.35E-02 ft/day
Range 25% 3.43 ft/yr
of
porosity 10% 8.58 ft/yr
Seepage
Velocity
of3to9
The March 2021 groundwater analytical results are summarized in Table 3 for metals, sulfate and TDS,
and in Table 4 for field parameters. Constituents that exceeded North Carolina 2L groundwater standards
are summarized on Figure 4. Laboratory analytical reports for the sampling event are provided in
Appendix D. A historical groundwater data summary is provided in Appendix A.
For the March 2021 monitoring event, five analytes were detected above their respective North Carolina
2L Groundwater Standards, as summarized in the following table.
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WATER QUALITY MONITORING REPORT — MARCH 2O21
Battleboro, Nash County
MONITORING RESULTS
Current Maximum Concentrations in Groundwater — March 2021
Arsenic 0.080 0.01
Chromium 0.14 0.01
Lead 0.16 0.015
Sulfate 670 250
Total Dissolved Solids 8,000 500
mg/L = milligrams per liter
Sulfate, a primary indicator analyte for CCB contaminant releases, was detected in groundwater at
concentrations above its 2L standard (250 mg/L) at three of the 10 monitor wells. The distribution of
sulfate concentrations across the Site is depicted in Figure 5. A hydrogeologic profile across the Site,
including sulfate concentrations in groundwater, is presented in Figure 6. The highest concentration of
sulfate was detected in the groundwater sample collected from monitor well MW-7 (670 mg/L) located on
the east-northeast (downgradient) end of the site. The sulfate concentration at MW-6 (600 mg/L),
although elevated, represents the lowest concentration observed since 2014 at the north (downgradient)
end of the site. At MW-3, located on the southern (locally downgradient) side of the Site, the sulfate
concentration decreased to below the 2L standard for the first time since monitoring began in 2005. The
March 2021 sulfate concentration of 240 mg/I at MW-3 represented a 66 percent decrease from the
previous monitoring event of November 2020 (710 mg/1). MW-3 exhibits an overall decreasing trend from
the peak value detected in the June 2019 sample (1,000 mg/1).
Graphs of sulfate concentrations over time for selected monitor wells are presented in Figure 7. Since
the completion of the corrective action in January 2018, decreasing sulfate concentration trends are
evident at MW-3, MW-6, MW-7 and MW-8, where the most elevated sulfate levels have historically
occurred.
Notably low values of pH were measured in the groundwater samples from MW-6 (3.8) and MW-7 (3.8).
The low pH values at the two wells are consistent with historical monitoring results, and correlate with
detections of arsenic and lead, in addition to sulfate, at concentrations above their respective North
Carolina 2L groundwater standards at the two wells.
There were no exceedances of 2L standards in the three monitor wells located on the west (upgradient)
side of the Site (MW-4, MW-5RS & MW-5RD). Other than MW-1 S, the other three monitor wells located
on the east side of the Site (MW-1 D, MW-2S & MW-2D) only had one exceedance (in MW-1 D) of the 2L
standards for one parameter, total dissolved solids. The elevated TDS concentration at MW-1 D does not
appear to be attributable to sulfate or metals which were not present at elevated levels. Sulfate and TDS
concentrations exceeded their 2L standards in MW-1 S, which is consistent with historical monitoring
results.
4.2 Surface Water Monitoring Results
Consistent with historical monitoring results, the March 2021 surface water monitoring results indicated no
exceedances of any North Carolina 2B surface water standards for samples collected from Swift Creek
(SW-1) and Lane Swamp (SW-2). During the March 2021 monitoring event, SW-3 (Lane Swamp) was
unable to be accessed due to a biological hazard (water moccasin) in the area. The March 2021 surface
water sampling results are summarized in Table 3. Laboratory analytical reports for the surface water
samples are provided in Appendix D. Historical surface water data is summarized in Appendix A.
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WATER QUALITY MONITORING REPORT — MARCH 2O21
Battleboro, Nash County
SUMMARY
4.3 Laboratory Data Quality Analysis
Quality assurance/quality control (QA/QC) samples collected during the March 2021 groundwater
sampling activities included one blind duplicate sample collected at MW-1S. The duplicate sample of MW-
1S and the MW-1S sample results can be compared in Table 3. The analytical results of the MW-1S and
duplicate groundwater samples compare favorably indicating no analytical discrepancy.
5. SUMMARY
Corrective actions have been implemented at the Site to address groundwater quality impacts in
accordance with the approved CAP. The corrective actions were completed in January 2018 and included
temporary removal of CCB materials to allow raising the floor foundation above the seasonal high
groundwater table, placing the CCB materials on the raised floor in a reduced footprint, installation of a
synthetic liner (cap) over the limits of the CCBs, and drainage improvements to minimize rainfall
infiltration. Groundwater and surface water monitoring activities are being conducted at the Site to monitor
the effectiveness of the corrective actions.
The March 2021 water quality monitoring event evaluated groundwater and surface water quality
conditions at the Site approximately 3.2 years after the corrective action completion. Since the
completion of the corrective action in 2018, the 4 monitor wells (MW-3, MW-6, MW-7 and MW-8) with the
historically most elevated sulfate levels continue to exhibit decreasing trends in sulfate concentrations in
groundwater as shown in Figure 7. At MW-3, the sulfate concentration decreased to below the 2L
standard for the first time since monitoring began in 2005. The trend of decreasing sulfate concentrations
indicates that the corrective action is effectively mitigating the groundwater quality impacts at the Site.
The March 2021 surface water quality results continue to demonstrate that there have been no surface
water impacts to Swift Creek or Lane Swamp due to discharges of affected groundwater from the Site.
In accordance with the CAP, semi-annual water quality monitoring will continue at the Site.
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WATER QUALITY MONITORING REPORT — MARCH 2O21 SUMMARY
Battleboro, Nash County
Figures
Figure 1 Site Location Map
Figure 2 Site Map and Monitor Well Locations
Figure 3 Shallow Groundwater Potentiometric Map — March 2021
Figure 4 Groundwater Analyses - Constituents Exceeding 2L Groundwater
Standards — March 2021
Figure 5 Groundwater Analyses — Sulfate — Surficial Aquifer
Figure 6 Hydrogeologic Profile A -A'
Figure 7 Sulfate Concentrations over Time — Selected Monitor Wells
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,I a�
SITE LOCATION -�
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SOURCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE:
L
SCALE 1:24000
1 1/2 0 1 MILE
u
NORTH CAROLINA 1000 0 1000 2000 3000 4000 5000 6000 7000 FEET N
D
7
b CONTOUR INTERVAL 10 FEET
DOTTED LINES REPRESENT 5-FOOT CONTOURS
QUADRANGLE LOCATION NATIONAL GEODETIC VERTICAL DATUM OF 1929
SWIFT CREEK FIGURE
i
z ERM, NC INC. STRUCTURAL FILL — CCB0057 �
ReUse Technology
r ERM Battleboro, NC
L

MW-5S
MW-4
CHROMIUM 0.14
MW-5RS
NONE
MW-5RD
NONE
-
LEGEND:
EXISTING TOPOGRAPHIC CONTOUR (1-FT INTERVAL)
e Mw-5S EXISTING MONITORING WELL (SHALLOW)
e Mw-51) EXISTING MONITORING WELL (DEEP)
SW-2 EXISTING SURFACE WATER
AL MONITORING LOCATION
- SWAMP AREAS
NOTE: CONCENTRATIONS IN MG/L EXCEPT
pH IN STANDARD UNITS
NS - NOT SAMPLED
EXISTING ACCESS
DRIVE WAY
r r
i
:
F
MW-
_ _ ARSENIC 0.055
- LEAD 0.052
- SULFATE 600
TDS 51800 }
:
pH 3.8
ILI
_ MW-I STRUCTURAL FILL
SULFATE 430
BOUNDARY •
A � I TDS 6,200
MW-3�X pH 6.1 MW-7
TDS 830 ARSENIC 0.080
MW-1 D _ LEAD 0.16
TDS 780 ; SULFATE 670 -
TDS 8 000
MW-21) pH 3.8
NONEIL
- - - MW-2S
n •- - . SW- NONE MW-8
NS
NONE
AL L& AL AL
Z021��
Q
LANE SWAMP
NOTES:
1. PROPERTY LINE OBTAINED FROM GIS DATABASE. PROPERTY SW-3
LINE WAS NOT SURVEYED BY A LICENSED SURVEYOR.
pip 0001-
NSSCALE IN FEET
y /
60 30 15 0 6
N0. DATE APPR. REVISION N0. DATE APPR. REVISION
FIGURE NO.
SWIFT CREEK STRUCTURAL FILL - GROUNDWATER ANALYSES - CONSTITUENTS 4
CCB0057 ABOVE WATER QUALITY STANDARDS -
BATTLEBORO, NORTH CAROLINA MARCH 2O21
LICENSE #F-1223
DRAWN BY PROJECT ENGINEER SCALE DATE
CwM DWW ERM NC, INC. 1"=60' MAY 2021
DESIGN ENGINEER PROJECT MANAGER 15720BRIxHAMHILL AVENUE, SUITE 120 PROJECT NO. AutoCAD 2021 SHEET OF
CHARLOTTE, NORTH CAROLINA 28277
DWW DWW [phone] FIGURE 4 CONSTITUENTS MAP.DWG 4

WEST
sa. 6)—
LEGEND:
RAINFALL RECHARGE AND GROUNDWATER FLOW
19 INDICATE SULFATE CONCENTRATION (MG/L)
MARCH 2O21
NS - NOT SAMPLED
wig
30
/ \
20
/ \
me ground ■rPoce /
Ns
/ CCB FILL \
10
/ \
/
_
00
/ GROUNDWATER ELEVATION
_ BASED ON 11-9-2020
MONITORING WELLS
--------------- ----
EAST
\ MW-1 S/1 D
i MW-2S 2D
(s1.oz)/(s1.o6)
MW-7 MW-8
94
(91.07)/(90.87)
(91.13) (NM) SW-3
10
36
ALLUVIAL A(Ii WEER —�
_..,
.. _..._..
_,.._ . _... _... _ „_...
NM
670
_..
<
ALLUVIAL A4 UIpER
Y
EXISTING CLAY LAYER FROM
BORING LOGS (ALLUVIAL)
15
64.0)
A4UtFaR
66
<1
NOTE: CROSS SECTION DEVELOPED USING INFORMATION PROVIDED TO ERM BY APPIAN
CONSULTING ENGINEERS, P.A. & SHERRIL ENVIRONMENTAL, INC.
HORIZONTAL SCALE:1"=150'
FIGURE
HYDROGEOLOGIC PROFILE A -A'
ERM NC, Inc. SWIFT CREEK PROJECT
ERM BATTLEBORO, NORTH CAROLINA
1301
1201
1101
1001
901
80 1
70 1
60 1

FIGURE 7 - SULFATE CONCENTRATIONS OVER TIME
SWIFT CREEK CCB FILL SITE
800
700
600
S00
to
400
v
ttg
300
u'' 200
100
0
o� oA o% o°' titi titi ti� ti° tih ti° ti� ti� ti° ti°
♦Sulfate • • • • • • Sulfate Concentration Trend
M W-3
1200
1000
800
mo
600
v
N 400
200
0
°1 ow oo yo titi yti y'' yo ti`' yo ti� tiw do yo titi
O O O O O O O O O O O O O O O O O
♦Sulfate • • • • • • Sulfate Concentration Trend
M W-6
1200
1000
800
J
£ 600
v
3 400
200 -
0
o`' o° o� o�' oo ti° titi ti� ti� ti� tih ti� NA ti� N° ti° titi
O O O O O O O O O O O O O O O O O
f Seriesl • • • • • • Sulfate Concentration Trend

FIGURE 7 - SULFATE CONCENTRATIONS OVER TIME
SWIFT CREEK CCB FILL SITE
M W-7
1000
900
800
700
600
no
500
400
300
200
100
0
Oh OO d, O� 1y 1y1 1y 1 1y1 ti� ti� ti0 ti� y4' ti0 y0 titi
O O O O O O O O O O O O O O O O O
♦Sulfate • • • • • • Sulfate Concentration Trend
M W-8
1200
1000
800 ••••
J
600
w �"
N 400
200
0
oA o� o° do titi titi ti3 ti� ti`' ti° NA N% ti° yo titi
♦Sulfate • • • • • • Sulfate Concentration Trend

WATER QUALITY MONITORING REPORT — MARCH 2O21
Battleboro, Nash County
SUMMARY
Tables
Table 1 Monitor Well Construction Data Summary
Table 2 Historical Groundwater Elevation Data
Table 3 Groundwater and Surface Water Analytical Event Results
Table 4 Groundwater and Surface Water Field Parameter Results
www.erm.com Version: 1.0 Project No.: 0397281 Client: ReUse Technology May 14, 2021 Page 11

TABLE 1
MONITOR WELL CONSTRUCTION DATA SUMMARY - SWIFT CREEK PROJECT
Monitor Well
Top of
Casing Elev.
Ground
Surface Elev.
Casing Stick
Up
Screen
Interval
Total
Depth (TOC)
Status
MW-1 S
99.54
96.8
2.7
3-13
15.7
Active
MW-1 D
99.90
97.1
2.8
23-33
35.7
Active
MW-2S
94.87
92.1
2.8
6-16
18.7
Active
MW-21D
95.22
92.2
3.0
26-36
39.1
Active
MW-3
102.15
99.2
3.0
7-17
20.0
Active
MW-4
106.06
104.1
2.0
8-18
20.0
Active
MW-5S
102.68
99.7
3.0
6-16
17.0
Abandoned
MW-51D
102.67
99.8
2.9
25-35
37.9
Abandoned
MW-5RS
98.80
TBD
Flush Mount
8-18
18.0
Active
MW-5RD
98.57
TBD
Flush Mount
30-35
37.9
Active
MW-6
98.41
95.0
3.4
6-16
19.4
Active
MW-7
98.63
95.1
3.5
6-16
19.5
Active
MW-8
95.42
92.4
3.0
6-16
19.0
Active
Piezometer
P-1
108.19
105.6
2.6
20-30
32.6
Abandoned
P-2
109.53
106.7
2.8
20-30
32.8
Abandoned
P-3
106.18
104.4
1.8
18-28
30.0
Abandoned
P-4
106.57
104.0
2.6
20-30
32.6
Abandoned
P-5
108.39
105.9
2.5
20-30
32.5
Abandoned
P-6
109.79
107.5
2.3
20-30
32.3
Abandoned
P-7
107.77
105.9
1.9
30-40
41.9
Abandoned
P-8
106.53
103.9
2.6
30-40
42.6
Abandoned
P-9
103.32
100.9
2.4
20-30
32.4
Abandoned
P-10
108.17
106.1
2.1
20-30
32.1
Abandoned
P-11
101.88
99.2
2.7
13-23
25.7
Abandoned
P-12
107.04
104.0
3.0
6-16
19.0
Abandoned
P-13
108.99
105.9
3.1
6-16
19.1
Abandoned
P-14
105.38
101.9
3.5
4-14
17.5
Abandoned
P-15
103.76
101.0
2.8
4-14
16.8
Abandoned
P-16
105.28
102.1
3.2
4-14
17.2
Abandoned
P-17
105.31
101.8
3.5
4-14
17.5
Abandoned
P-18
111.21
107.5
3.7
5-15
18.7
Abandoned
P-19
111.86
108.3
3.6
7-17
20.6
Abandoned
P-20
107.00
104.2
2.8
7-17
19.8
Abandoned
P-21
104.99
99.5
5.5
4.5-11.5
16.5
Abandoned
P-22
103.60
101.8
1.8
17-27
28.8
Abandoned
P-23East
109.75
107.1
2.7
9-19
21.8
Abandoned
P-24West
103.17
101.1
2.1
3-13
15.3
Abandoned
B-1
107.66
105.7
2.0
14-19
21.0
Abandoned

TABLE 2
HISTORICAL GROUNDWATER ELEVATION DATA
SWIFT CREEK - CCB0057
BATTLEBORO, NORTH CAROLINA
Page 2 of 4
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Depth
Elevation
Gau in Date
ft BTOC
ftMSL
ft STOC
ft MSL
ft BTOC
ft MSL
ft BTOC
ft MSL
ft BTOC
ft MSL
ft BTOC
ftMSL
ftBTOC
ft MSL
ft BTOC
ft MSL
ft BTOC
ft MSL
it BTOC
it MSL
ft BTOC
it MSL
it BTOC
it MSL
it BTOC
it MSL
ft BTOC
ft MSL
Well Identification
Ill
MW-1D
Ill
MW-2D
MW3
MW-4
Ill
hill
MW-8
MW-7
MW-S
MW-5RS
MW5RD
Lane Swamp
TOC Elevation:
99.54
99.90
94.87
95.22
102.15
106.06
102.68
102.67
98.41
98.63
95.42
98.80
98.57
92.25
TOC Stickup (Ft from GL)
2.7
2.8
2.8
3.0
3.0
2.0
3.0
2.9
3.4
3.5
3.0
N/A
Screened Interval(Ft BGL)
3-13
23-33
6-16
26-36
7-17
8-18
6-16
25-35
6-16
6-16
6-16
8-18
30-35
N/A
Geologic Zone Screened
Surftcial
Surticial
Surftcial
Deep (Yorktown)
Surftcial
Suficial
Suficial
Deep (Yorktown)
Suficial
Suricial
Surfcial
Surficial
Deep(Yorktown)
N/A
12,1 -2005
8.21
91.33
8.57
91.33
4.72
90.15
4.7
90.52
9.65
92.50
11.24
94.82
6.01
96.67
6.4-
1-Aug-2006
8.11
91.43
8.28
91.62
NM
--
NM
--
9.48
92.67
10.15
95.91
5.86
96.82
5.68
96.99
7.18
91.23
7.74
90.89
NM
-
-
-
-
-
-
-
6-Sep-2006
8.69
90.85
9.05
90.85
4.83
90.04
4.87
90.35
10.32
91.83
11.41
94.65
6.94
95.74
6.84
95.83
7.74
90.67
8.66
89.97
NM
-
-
--
-
-
-
-
4-Apr-2007
7.80
91.74
8.18
91.72
4.4
90.47
4.75
90.47
9.31
92.84
9.96
96.10
6.12
96.56
5.96
96.71
7.28
91.13
7.8
90.83
4.84
90.58
-
--
-
-
-
-
21-Aug-2007
10.89
88.65
11.30
88.60
6.77
88.10
6.82
88.40
11.4
90.75
13.28
92.78
9.57
93.11
9.42
93.25
10.8
87.61
10.71
87.92
7.67
87.75
-
--
-
--
-
-
21-0ct-2007
11.40
88.14
11.76
88.14
7.31
87.56
7.43
87.79
12.98
89.17
14.06
92.00
10.62
92.06
10.63
92.04
11.9
86.51
11.41
87.22
8.3
87.12
-
--
-
-
-
-
31Jan-2008
9.13
90.41
9.42
90.48
4.86
90.01
5.02
90.20
10.7
91.45
14.11
91.95
7.65
95.03
8.11
94.56
8.44
89.97
8.71
89.92
5.57
89.85
-
--
--
-
-
-
22-Mar-2008
8.10
91.44
8.44
91.46
4.4
90.47
4.54
90.68
9.18
92.97
13.28
92.78
6.98
95.70
7.34
95.33
7.18
91.23
7.79
90.94
4.78
90.64
-
--
-
-
2.51
89.74
9-Apr-2008
9.26
90.28
9.47
90.43
4.58
90.29
5.02
90.20
10.98
91.17
14.82
91.24
10.87
91.81
10.72
91.95
8.92
89.49
9.06
89.57
5.97
89.45
-
--
-
-
3.1
89.15
17Jun-2008
9.12
90.42
9A2
90.48
5.03
89.84
5.23
89.99
10.54
91.61
14.05
92.01
8.93
93.75
8.92
93.75
8.36
90.05
9.06
89.57
6.09
89.33
-
--
-
--
3.2
89.05
13Jan-2009
8.22
91.32
8.55
91.35
4.26
90.61
4.46
90.76
9.35
92.80
13.41
92.65
7.16
95.52
7.54
95.13
7.02
91.39
7.6
91.03
4.58
90.84
-
--
-
--
2.52
89.73
31-Mar-2009
7.60
91.94
7.96
91.94
4.36
90.51
4.38
90.84
6.74
95.41
12.43
93.63
5.98
96.70
6.22
96.45
6.81
91.60
7.2
91.43
4.21
91.21
-
--
-
--
2.5
89.75
23Jun-2009
8.62
90.92
8.92
90.98
4.41
90.46
4.77
90.45
10.06
92.09
13.86
92.20
9.83
92.85
9.63
93.04
7.72
90.69
8.52
90.11
5.56
89.86
-
--
-
--
2.9
89.35
30-Sep-2009
8.86
90.88
9.18
90.72
4.84
90.23
5.00
90.22
10.82
91.33
14.7
91.36
10.4
92.28
10.26
92.41
8.08
90.33
8.51
90.12
5.5
89.92
-
--
-
--
3.15
89.10
15-D-2009
7.54
92.00
NM
4.22
90.65
NM
8.68
93.47
12.85
93.21
6.3
96.38
NM
6.78
91.63
7.13
91.50
4.21
91.21
-
--
-
--
2.6
89.65
31-Mar-2010
7.37
92.17
7.74
92.16
2.42
92.45
4.46
90.76
8.64
93.51
12.52
93.54
5.8
96.88
6.19
96.48
6.77
91.64
7.93
90.70
3.96
91.46
-
--
-
--
2.14
90.11
29Jun-Jun
9.35
90.19
NM
--
4.94
89.93
NM
--
10.66
91.49
14.62
91.44
9.97
92.71
NM
--
9.21
89.20
9.25
89.38
6.31
89.11
-
--
-
-
3.35
88.90
28-Sep-2010
9.23
90.31
10.05
89.85
4.8
90.07
5.50
89.72
11.55
90.60
14.8
91.26
10.85
91.83
11.1
91.57
9.11
89.30
8.52
90.11
5.48
89.94
-
--
-
-
4.1
88.15
13-13-2010
8.54
91.00
NM
--
4.36
90.51
NM
--
10.12
92.03
14.02
92.04
8.72
93.96
NM
7.37
91.04
7.93
90.70
4.81
90.61
-
--
-
-
2.02
90.23
28-Mar-2011
8.03
91.51
SA2
91.48
4.35
90.52
4.67
90.55
9.17
92.98
13.32
92.74
7.45
95.23
7.84
94.83
7.25
91.16
7.53
91.10
4.42
91.00
-
--
-
-
2.85
89.40
26Jun-2011
10.05
89.49
10.35
89.55
6.02
88.85
6.32
88.90
11.23
90.92
14.82
91.24
10.59
92.09
10.43
92.24
9.2
89.21
9.98
88.65
7.04
88.38
-
--
-
--
2.85
89.40
28-Sep-2011
7.84
91.70
NM
--
4.24
90.63
NM
--
8.9
93.25
13.09
92.97
7.62
95.06
NM
--
7.13
91.28
7.71
90.92
4.83
90.59
-
--
-
--
2.2
90.05
18-Deo2011
8.00
91.54
8.35
91.55
4.32
90.55
4.65
90.57
8.88
93.27
13.1
92.96
7.35
95.33
7.7
94.97
6.98
91.43
7.53
91.10
4.47
90.95
-
--
-
--
1.8
90.45
23-Mar-2012
8.01
91.53
8.35
91.55
4.31
90.56
4.56
90.66
8.89
93.26
13.01
93.05
7.35
95.33
7.66
95.01
7.03
91.38
7.75
90.88
4.8
90.62
-
--
-
-
1.65
90.60
28Jun-2012
8.39
91.15
8.72
91.18
4.65
90.22
4.92
90.30
9.4
92.75
13.38
92.68
8.52
94.16
8.54
94.13
7.42
90.99
8.45
90.18
5.63
89.79
-
--
--
-
1.95
90.30
18-Sep-2012
7.41
92.13
7.86
92.04
4.16
90.71
4.5
90.72
8.21
93.94
12.73
93.33
7.21
95.47
7.45
95.22
6.82
91.59
7.37
91.26
4.51
90.91
-
--
-
-
1.52
90.73
17-Deo-2012
8.04
91.50
8.44
91.46
NM
--
NM
--
9.19
92.96
13.36
92.70
8.55
94.13
8.76
93.91
6.82
91.59
7.37
91.26
4.51
90.91
-
--
-
-
1.45
90.80
26-Mar-2013
7.87
91.67
8.13
91.77
4.23
90.64
4.46
90.76
8.71
93.44
12.84
93.22
7.03
95.65
7.38
95.29
7.08
91.33
7.26
91.37
4.22
91.20
-
--
-
--
2.05
90.20
12-Apr-2013
8.30
91.24
8.59
91.31
4.31
90.56
4.72
90.50
9.59
92.56
14.13
91.93
8.48
94.20
8.7
93.97
7.47
90.94
7.8
90.83
4.82
90.60
-
--
-
--
2.85
89.40
25Jun-2013
8.00
91.54
%4
91.56
4.18
90.69
4.57
90.65
9.05
93.10
12.97
93.09
6.92
95.76
7.44
95.23
7.05
91.36
7.7
90.93
4.69
90.73
-
--
-
--
2.45
89.80
26-Sep-2013
8.38
91.16
8.67
91.23
4.32
90.55
4.71
90.51
9.57
92.58
13.65
92.41
9.5
93.18
9.5
93.17
8.75
89.66
8.19
90.44
5.25
90.17
-
--
-
--
3.05
89.20
28-Mar-2014
7.74
91.80
8.03
91.87
4.33
90.54
4.54
90.68
8.56
93.59
12.53
93.53
6.68
96.00
7.03
95.64
6.92
91.49
7.23
91.40
4.39
91.03
-
--
-
--
1.85
90.40
27Jun-2014
8.43
91.11
8.74
91.16
4.45
90.42
4.8
90.42
9.69
92.46
13.93
92.13
7.78
94.90
8.8
93.87
8.33
90.08
8.54
90.09
5.6
89.82
-
--
-
-
2.95
89.30
26-Sep-2014
7.82
91.72
8.20
91.70
3.91
90.96
4.28
90.94
8.62
93.53
13.81
92.25
6.68
96.00
7.33
95.34
7.1
91.31
7.36
91.27
4.4
91.02
-
--
--
-
1.95
90.30
17-Deo-2014
7.88
91.66
B.30
91.60
4.22
90.65
4.53
90.69
9.01
93.14
13.71
92.35
7.94
94.74
7.46
95.21
7.24
91.17
7.4
91.23
4.34
91.08
-
-
-
-
2.1
90.15
28Jun-2018
9.36
90.18
9.55
90.35
4.56
90.31
4.96
90.26
10.35
91.80
11.65
94.41
Abandoned
2015
Abandoned
2015
8.68
89.73
9.12
89.51
5.86
89.56
6.84
91.96
10.52
88.05
-
-
22Jan-2019
8.68
90.86
9.14
90.76
3.8
91.07
4.55
90.67
9.71
92.44
11.24
94.82
Abandoned
2015
Abandoned
2015
7.78
90.63
7.93
90.70
4.93
90.49
6.59
92.21
5.75
92.82
-
-
17Jun-2019
8.90
90.64
10.16
89.74
4.06
90.81
4.56
90.66
10.54
91.61
11.96
94.10
Abandoned
2015
Abandoned
2015
8.19
90.22
8.55
90.08
5.35
90.07
6.98
91.82
8.95
89.62
-
-
9-Mar-2020
8.66
90.88
8.99
90.91
3.95
90.92
4.45
90.77
9.74
92.41
11.26
94.80
Abandoned
2015
Abandoned
2015
7.79
90.62
8.08
90.55
4.61
90.81
5.81
92.99
6.01
92.56
-
-
9-Nov-2020
8.65
90.89
8.80
91.10
3.73
91.14
4.27
90.95
9.98
92.17
11.56
94.50
Abandoned
2015
Abandoned
2015
7.8
90.61
%
90.43
4.89
90.53
5.7
93.10
6.03
92.54
-
-
25-Mar-2020
8.52
91.02
8.82
91.08
3.8
91.07
4.35
90.87
9.61
92.54
11.3
94.76
Abandoned2015
Abandoned2015
7.61
90.80
7.5
91.13
NM
NM
5.88
92.92
5.281
93.29
NE -Not Established BTOC= Below To of Casing BGL- Below ground level
--= Not Measured ft MSL = feet above Mean Sea Level TOC Stickup data per Shenill Environmental, Assessment Montoring Report , Feb 10, 2015 10-7-20 Note: Historical GW elevation values corrected for MW-3
RJRTIDRAFT Swift Creek Tabfes 202103.xIedZ GW Elevatione

TABLE 3
GROUNDWATER AND SURFACE WATER ANALYTICAL EVENT RESULTS
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA
Page 3 of 4
Sample
Location / ID
Date
D
m
oo
v
3
3
3
o
o f
v
r-
CD Q
-
�
Cn
n
3
-
cn
-
m
0
Cn n
o°
cn Q sv
NC 2L Groundwater Standard
0.01
0.7
0.002
0.01
0.015
0.001
0.02
0.02
250
500
NC 26 Surface Water Standard
0.15
NE
h
h
0.025
0.000012
0.005
0.00006
NE
NE
GROUNDWATER MONITORING WELLS
MW-1 S
3/25/21
<0.015
0.23
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
430
6,200
FD-01 (MW-1 S)
3/25/21
<0.015
0.22
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
--
--
MW-1 D
3/25/21
<0.01
0.59
<0.005
<0.01
<0.010
<0.0002
<0.02
<0.01
15
780
MW-2S
3/25/21
<0.015
0.23
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1.0
340
MW-2D
3/25/21
3/26/21
<0.015
0.27
0.038
<0.005
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1.0
300
MW-3
<0.015
<0.01
<0.01
<0.0002
<0.02
<0.01
240
830
MW-4
3/26/21
<0.01
0.059
<0.005
0.14
<0.01
<0.0002
<0.02
<0.01
17
200
MW-5RS
3/25/21
<0.015
0.074
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
2.3
210
MW-5RD
3/25/21
<0.01
0.096
<0.005
<0.01
<0.01
<0.0002
<0.01
<0.01
4.7
140
MW-6
3/26/21
0.055
0.075
<0.005
<0.01
0.052
<0.0002
<0.02
<0.01
600
5,800
MW-7
3/25/21
0.080
0.092
<0.005
<0.01
0.16
<0.0002
<0.02
<0.01
670
8,000
MW-8
Unable to sample due to water mocassin at well head
SURFACE WATER
SW-01
11/9/20
<0.015
0.032
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
1.8
91
SW-02
11/9/20
<0.015
0.039
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
1.1
91
SW-03
Unable to sample due to water mocassin at well head
All concentrations in milligrams per liter (mg/L) unless
otherwise noted.
--- Not sampled
NE - Not established
Bold with gray background indicates exceedance of NC Groundwater or Surface Water Standai
h = hardness dependent dissolved metal standard
DRAFT Swift Creek Tables 2021 03.xlsx/Table 3-Event Data 2021-03

TABLE 4
GROUNDWATER AND SURFACE WATER FIELD PARAMETER RESULTS
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA Page 4 of 4
Sample
Location / ID
Date
a
2
3
m m
���,
v m `
n
3 M
M CL
o c
N0
`
c
a
o
X o
v a Q
Cv
3
< °
0
O m
�o
CD m`
NC 2L Groundwater Standard
6.5 - 8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
6.0 - 9.0
NE
NE
50
NE
>5.0
GROUNDWATER MONITORING WELLS
MW-is 3/25/21 6.1
16.1
10,125
7.8
-80
0.41
MW-1D
3/25/21
7.1
20.9
1,229
9.9
94
1.78
MW-2S
3/25/21
6.6
16.7
615
2.4
-101
0.20
MW-2D
3/25/20
7.3
20.4
538
2.3
-84
0.61
MW-3
3/26/21
6.0
17.5
1,357
19.8
57
0.38
MW-4
3/26/21
6.4
17
345
22.4
9
0.26
MW-5RS
3/25/21
6.4
18.2
297
3.0
143
0.69
MW-5RD
3/25/21
7.4
18.6
265
4.2
136
1.77
MW-6
3/26/21
3.8
17.6
8,772
1.4
105
0.26
MW-7
3/25/21
3.8
16.0
12,734
8.5
186
0.25
MW-8
Unable to collect sample due to water mocassin near well head
SURFACE WATER
19.2
127
6.50
SW-01
3/26/21
6.7
92
39
SW-02
3/25/21
7.2
20.4
104
16
65
9.94
SW-03
Unable to collect sample due to water mocassin near sample location
NE - Not established NM - Not measured
Bold value exceeds applicable pH standard
DRAFT Swift Creek Tables 2021 03.xlsx/Table 4-Field Parameters2020-11

WATER QUALITY MONITORING REPORT— MARCH 2O21
APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER
RESULTS
March 2021
www.erm.com Version: 1.0 Project No.: 0397281 Client: ReUse Technology May 14, 2021
P:\Projects\0397281 ReUse CAP Implementation Swift Cr.DW\Post Closure Monitoring\2021-03 GWS\Swift Creek Water Quality Monitoring Report 05-14-2021 DRAFT
TW.docx

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA
Page 1 of 9
-A
Q
o
v
-
(o
mCD -i
co)o
0
CD
D
CA
a
O
CD
Cn
(D (D
o c
c
z
91 0- a
O N
Sample
P
N
E
��
c
r
CD
Cn
<
wm
m0
0<
�Q
2m
<o
Location / ID
Date
Z.
c
D
c'
S
c'
v S
CD
a
c
D
<
,°
m
m
fl-
_
c
m
3
C a
o
5 ?
(c (a <
a
NC 2L Ground Water Standard
(mg/1)
0.01
0.7
0.002
0.01
0.015
0.001
0.02
0.02
250
500
6.5 - 8.5
NE
NE
NE
NE
NE
Jul-04
0.028
0.19
<0.001
<0.01
0.068
<0.0002
<0.01
<0.01
490
MW-is
Dec-05
0.02
0.17
<0.001
<0.01
0.042
<0.0002
<0.01
<0.01
608
Oct-06
0.012
0.472
<0.001
<0.01
0.052
0.00064
<0.01
<0.01
740
May-07
<0.01
0.458
<0.001
<0.01
<0.010
0.00047
<0.01
<0.01
420
Nov-07
<0.01
0.529
<0.001
<0.01
0.031
0.00089
<0.01
<0.01
520
Jun-08
<0.01
0.619
<0.001
<0.01
0.011
0.00051
<0.01
<0.01
470
Jan-09
<0.01
0.416
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
210
Jun-09
<0.01
0.412
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
220
Dec-09
<0.01
0.256
0.001
<0.01
<0.010
<0.0002
<0.01
160
Jun-10
0.012
0.691
0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
280
Dec-10
<0.01
0.599
0.003
<0.01
<0.010
<0.0002
<0.01
<0.01
400
Jun-11
<0.10
0.475
<0.01
<0.10
<0.10
<0.00028
<0.10
<0.10
590
Dec-11
<0.050
0.422
<0.005
<0.050
<0.050
<0.0002
<0.050
<0.050
170
Jun-12
<0.01
0.419
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
150
Dec-12
0.018
0.567
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
180
Jun-13
<0.01
0.174
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
75
Apr-12
<0.01
0.163
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
99
Jun-14
<0.01
0.25
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
110
Dec-14
<0.01
0.408
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
310
Jun-18
<0.015
0.24
<0.005
<0.030
<0.01
<0.0002
<0.02
<0.01
320
8,100
5.8
27.0
14,679
5
47
0.18
Jan-19
<0.015
0.27
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
270
4,700
6.0
6.4
4,305
7
4
0.53
Jun-19
<0.015
0.28
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
320
7,400
5.8
21.4
11,617
9
-51
0.19
Mar-20
<0.015
0.22
<0.005
<0.01
0.03
<0.0002
<0.02
<0.01
480
8,500
6.0
17.0
14,566
5
2
0.25
Nov-20
<0.015
0.26
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
400
8,500
5.6
23.8
8,023
2
-116
0.43
Mar-21
<0.015
0.23
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
430
6,200
6.1
16.1
10,125
8
-80
0.41
Duplicate (FD-01)
Mar-21
<0.015
0.22
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
430
6,100
Jul-04
<0.01
0.54
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
13
MW-1D
Dec-05
<0.01
0.36
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
7.7
Oct-06
<0.01
0.341
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
20
May-07
<0.01
0.343
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
12
Oct-07
<0.01
0.365
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
11
Jun-08
<0.01
0.334
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
14
Jan-08
<0.01
0.356
NR
NR
<0.010
<0.0002
NR
NR
14
Jun-09
<0.01
0.403
NR
NR
<0.010
<0.0002
NR
NR
20
Jun-18
<0.01
0.66
<0.005
<0.01
<0.010
<0.0002
<0.02
<0.01
19
8,200
6.9
25.6
1,221
3
-93
0.18
Jan-19
<0.01
0.67
<0.005
<0.01
<0.010
<0.0002
<0.02
<0.01
17
750
6.9
8.9
1,165
7
-46
0.85
Jun-19
<0.01
0.66
<0.005
<0.01
<0.010
<0.0002
<0.02
<0.01
13
800
6.8
22.4
1,374
11
-56
0.23
Mar-20
<0.01
0.67
<0.005
<0.01
<0.010
<0.0002
<0.02
<0.01
13
730
7.0
18.2
1,344
9
11
1.97
Nov-20
<0.01
0.6
<0.005
<0.01
<0.010
<0.0002
<0.02
<0.01
16
810
6.9
24.4
1,304
2
-68
0.40
Mar-21
<0.01
0.59
<0.005
<0.01
<0.010
<0.0002
<0.02
<0.01
15
780
7.1
20.9
1,229
10
94
1.78
DRAFT Swift Creek Tables 2021 03.xlsx/Tab/e A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA
Page 2 of 9
o
a
O
CD
c
N
z n
O
0)
�.CD;00
0
Sample
D
ao
a
3
o
3
CD
U)
°
CCD)
m w
oc
� �
Zc
ii �a
pCD y
0
r
2
co
a
o
a
o
<
Location / ID
Date
3
91 S
o_
3
m
U)
=
v
3
< 3
v 3 0
NC 2L Ground Water Standard
(mg/1)
0.01
0.7
0.002
0.01
0.015
0.001
0.02
0.02
250
500
6.5 - 8.5
NE
NE
NE
NE
NE
Jun-04
<0.01
<0.10
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
32
MW-2S
Dec-05
<0.01
0.18
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
10.1
Oct-06
<0.01
0.198
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
May-07
<0.01
0.232
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
4.4
Oct-07
<0.01
0.256
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
3.6
Jun-08
<0.01
0.103
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
4.4
Jan-09
<0.01
0.164
NR
NR
<0.010
<0.0002
NR
NR
<5
Jun-09
<0.01
0.173
NR
NR
<0.010
<0.0002
NR
NR
<5
Dec-09
<0.01
0.218
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
<5
Jun-10
<0.01
0.229
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
<5
Dec-10
<0.01
0.235
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
<5
Jun-11
<0.01
0.182
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
<5
Dec-11
<0.01
0.216
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
<5
Jun-12
<0.01
0.178
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
<5
Jun-13
<0.01
0.21
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
Apr-12
<0.01
0.199
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
Jun-14
<0.01
0.165
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
Dec-14
<0.01
0.2
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
Jun-18
<0.015
0.13
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
790
6.3
21.0
448
0
-36
0.18
Jan-19
<0.015
0.21
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
400
6.9
10.0
611
5
-124
0.55
Jun-19
<0.015
0.24
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
430
7.0
20.8
641
2
-152
0.18
Mar-20
<0.015
0.28
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
400
6.9
16.8
759
4
-146
0.36
Nov-20
<0.015
0.24
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
400
6.3
21.3
732
15
-120
0.34
Mar-21
<0.015
0.23
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
340
6.6
16.7
615
2
-101
0.20
MW-21)
Jun-04
<0.01
0.17
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
5.6
Dec-05
<0.01
0.3
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
3.1
Oct-06
<0.01
0.29
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
11
May-07
<0.01
0.254
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
2.9
Oct-07
<0.01
0.273
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
4.8
Jun-08
<0.01
0.265
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
22
Jan-09
<0.01
0.253
NR
NR
<0.010
<0.0002
NR
NR
16
Jun-09
<0.01
0.289
NR
NR
<0.010
<0.0002
NR
NR
6.3
Jun-18
<0.015
0.13
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
790
7.1
25.0
444
10
18
1.30
Jan-19
<0.015
0.30
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
1.5
310
7.2
9.7
474
5
-94
880.38
Jun-19
<0.015
0.29
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
330
7.3
20.0
501
10
-63
0.27
Mar-20
<0.015
0.29
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
300
7.1
19.4
540
2
75
0.52
Nov-20
<0.015
0.27
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
1.3
300
7.1
22.0
529
3
-86
0.34
Mar-21
<0.015
0.27
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
300
7.3
20.4
538
2
-84
0.61
DRAFT Swift Creek Tables 2021 03.xlsx/Table A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA
Page 3 of 9
-4
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Location / ID
Date
Z.
c
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CD
a
c
s=
D
<
,°
m
m
fl-
_
c
m
3
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a
NC 2L Ground Water Standard
(mg/1)
0.01
0.7
0.002
0.01
0.015
0.001
0.02
0.02
250
500
6.5 - 8.5
NE
NE
NE
NE
NE
Dec-05
<0.01
<0.0002
<0.01
<0.01
334
MW-3
Oct-06
<0.01
0.192
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
580
May-07
<0.01
0.342
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
570
Nov-07
<0.01
0.133
<0.001
<0.01
0.036
<0.0002
<0.01
<0.01
380
Jun-08
<0.01
0.145
<0.001
<0.01
0.022
<0.0002
<0.01
<0.01
370
Jan-09
<0.01
0.144
<0.001
<0.01
0.013
<0.0002
<0.01
<0.01
550
Jun-09
<0.01
0.202
<0.001
<0.01
0.081
<0.0002
<0.01
<0.01
570
Dec-09
0.012
0.192
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
710
Jun-10
0.011
0.094
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
840
Dec-10
<0.01
0.125
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
690
Jun-11
<0.10
0.119
<0.01
<0.10
<0.10
<0.0002
<0.10
<0.10
790
Dec-11
<0.01
0.234
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
410
Jun-12
<0.01
0.125
<0.001
<0.01
<0.01
<0.0002
<0.05
<0.01
1,000
Dec-12
0.013
0.136
<0.001
<0.01
<0.01
<0.0002
0.011
<0.01
910
Jun-13
<0.10d
0.201
<0.01d
<0.1d
<0.1d
<0.0002
<0.1d
<0.1d
950
Apr-12
<0.050d
0.162
<0.005d
<0.05d
<0.05d
<0.0002
<0.05d
<0.05d
890
Jun-14
<0.027d
0.116
<0.002d
<0.07d
<0.01d
<0.0002
<0.025d
<0.07d
970
Dec-14
<0.050d
0.151
<0.005d
<0.05d
<0.05d
<0.0002
<0.05d
<0.05d
760
Jun-18
<0.015
0.066
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
980
830
5.5
27.2
7,611
9
60
0.30
Jan-19
<0.015
0.088
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
930
130
4.4
5,256
11
679
369.94
Jun-19
<0.015
0.072
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
1,000
4,400
5.2
22.9
6,520
10
-39
0.20
Mar-20
<0.015
0.044
<0.005
<0.01
0.014
<0.0002
<0.02
<0.01
580
1,600
5.6
16.0
2,456
10.8
-49
0.63
Nov-20
<0.015
0.049
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
710
25,000
5.2
18.9
2,921
6.3
66
0.20
Duplicate (FD-01)
Nov-20
<0.015
0.26
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
370
6,400
Mar-21
<0.015
0.038
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
240
830
6.0
17.5
1,357
19.8
57
0.38
MW-4
Dec-05
<0.01
0.46
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
5.7
Oct-06
<0.01
0.171
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
May-07
<0.01
<0.100
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
8.6
Oct-07
<0.01
0.147
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
5.9
Jun-08
<0.01
0.198
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
5.4
Jan-09
<0.01
0.083
NR
NR
<0.010
<0.0002
NR
NR
6.4
Jun-09
<0.01
0.349
NR
NR
<0.010
<0.0002
NR
NR
7.7
Dec-09
<0.01
0.121
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
7.5
Jun-10
<0.01
0.181
<0.001
0.018
<0.010
0.0006
<0.01
<0.01
15
Dec-10
0.016
0.195
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
16
Jun-11
<0.01
0.227
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
28
Dec-11
<0.01
0.516
0.003
<0.01
0.021
<0.0002
<0.01
<0.01
51
Jun-12
<0.01
0.356
0.008
<0.01
0.032
<0.0002
<0.01
<0.01
100
Jun-13
<0.01
0.109
0.004
<0.01
0.021
0.00078
<0.01
<0.01
250
Apr-12
<0.01
0.167
0.006
<0.01
<0.010
<0.0002
<0.01
<0.01
130
DRAFT Swift Creek Tables 2021 03.xlsx/Tab/e A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA
Page 4 of 9
o
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Date
3
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NC 2L Ground Water Standard
(mg/1)
0.01
0.7
0.002
0.01
0.015
0.001
0.02
0.02
250
500
6.5 - 8.5
NE
NE
NE
NE
NE
Jul-14
<0.01
0.085
0.0017
<0.01
<0.010
0.00101
<0.01
<0.01
190
Dec-14
<0.01
0.071
0.0017
<0.01
<0.010
0.00111
<0.01
<0.01
260
Jun-18
<0.01
0.041
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
66
450
6.4
25.1
72
7
56
0.28
Jan-19
<0.01
0.044
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
46
320
6.7
9.3
499
13
52
0.83
Jun-19
<0.01
0.052
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
30
310
6.9
22.0
553
7
-91
0.47
Mar-20
<0.01
0.054
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
37
<i
6.5
16.0
455
5
-51
0.42
Nov-20
<0.01
0.061
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
29
250
6.3
43.0
442
10
43
0.52
Mar-21
<0.01
0.059
<0.005
0.14
<0.01
<0.0002
<0.02
<0.01
17
200
6.4
16.9
345
22
9
0.26
Dec-05
<0.01
0.45
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
6.1
MW-5S
Oct-06
<0.01
0.121
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
7
May-07
<0.01
0.218
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
4.7
Oct-07
<0.01
0.278
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
4.9
Jun-08
<0.01
0.046
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
8.7
Jan-09
<0.01
0.051
NR
NR
<0.010
<0.0002
NR
NR
10
Jun-09
<0.01
0.058
NR
NR
<0.010
<0.0002
NR
NR
13
Dec-09
<0.01
0.056
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
17
Jun-10
<0.01
0.057
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
12
Dec-10
<0.01
0.102
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
14
Jun-11
<0.01
0.064
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
17
Dec-11
<0.01
0.087
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
21
Jun-12
<0.01
0.095
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
22
Dec-12
<0.01
0.131
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
25
Jun-13
<0.01
0.025
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
22
Apr-12
<0.01
0.088
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
21
Jun-14
<0.01
0.052
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
14
Dec-14
<0.01
0.082
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
21
Monitor Well
Abandoned
on 4/17/15 by
NCDOT and
replaced on
6/11/18 by
MW-5RS
MW-5RS
Jun-18
<0.015
0.098
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
12
420
6.9
23.9
454
7
45
3.37
Jan-19
<0.015
0.10
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
3.4
260
6.6
12.6
382
2
78
0.99
Jun-19
<0.015
0.11
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1.0
320
7.0
25.3
594
9
-106
0.17
Mar-20
<0.015
0.09
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
3.1
230
6.6
16.4
363
4
-13
1.10
Nov-20
<0.015
0.10
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
3.1
290
7.0
22.0
477
1
-17
0.32
Mar-21
<0.015
0.07
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
2.3
210
6.4
18.2
297
3
143
0.69
DRAFT Swift Creek Tables 2021 03.xlsx/Table A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA
Page 5 of 9
-A
Q
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Date
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m
m
fl-
_
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a
NC 2L Ground Water Standard
(mg/1)
0.01
0.7
0.002
1 0.01
0.015
0.001
0.02
0.02
250
500
6.5 - 8.5
NE
NE
NE
NE
NE
Dec-05
<0.01
0.17
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
8.1
MW-5D
Oct-06
<0.01
0.236
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
6
May-07
<0.01
0.227
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
5.8
Oct-07
<0.01
0.258
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
6.6
Jun-08
<0.01
0.254
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
10
Jan-09
<0.01
0.255
NR
NR
<0.010
<0.0002
NR
NR
10
Jun-09
<0.01
0.261
NR
NR
<0.010
<0.0002
NR
NR
17
Monitor Well
Abandoned
on 4/17/15 by
NCDOT and
replaced on
6/11/18 by
MW-5RD
MW-5RD
Jun-18
<0.01
0.15
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
26
230
7.3
23.0
327
20
29
0.12
Jan-19
<0.01
0.22
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
17
230
7.4
11.9
374
10
-125
730.47
Jun-19
<0.01
0.21
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
14
250
7.3
24.0
388
9
-94
0.21
Mar-20
<0.01
0.25
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
11
240
7.3
16.2
383
4
-1
2.09
Nov-20
<0.01
0.22
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
7.9
240
7.3
21.5
384
10
-120
0.67
Mar-21
<0.01
0.096
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
4.7
140
7.4
18.6
265
4
136
1.77
Dec-05
<0.01
0 1.3
<0.001
<0.01
0.01
<0.0002
<0.01
<0.01
174
MW-6
Oct-06
<0.01
0.816
<0.001
<0.01
0.013
<0.0002
<0.01
<0.01
510
May-07
<0.01
0.312
<0.001
<0.01
0.032
<0.0002
<0.01
<0.01
220
Nov-07
<0.01
0.12
<0.001
<0.01
0.074
0.00026
<0.01
<0.01
290
Jun-08
<0.01
0.08
<0.001
<0.01
0.054
0.00091
<0.01
<0.01
490
Jan-09
<0.01
0.066
NR
NR
0.014
<0.0002
NR
NR
560
Jun-09
0.018
0.155
NR
NR
0.016
0.00026
NR
NR
430
Dec-09
0.014
0.126
<0.001
<0.01
0.01
<0.0002
<0.01
<0.01
220
Jun-10
0.109
0.313
<0.001
<0.01
0.155
0.0003
<0.01
<0.01
300
Dec-10
0.018
0.138
<0.001
<0.01
<0.010
<0.0002
<0.01
<0.01
350
Jun-11
<0.10
0.717
<0.01
<0.10
<0.10
0.00095
<0.10
<0.10
460
Dec-11
<0.01
0.148
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
260
Jun-12
<0.05
0.156
<0.001
<0.01
<0.01
<0.0002
<0.05
<0.01
330
Dec-12
0.031
0.131
<0.001
<0.01
<0.01
<0.0002
0.012
<0.01
270
Jun-13
<0.01
0.152
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
270
Apr-12
<0.05d
0.247
<0.005d
<0.05d
<0.05d
<0.0002
<0.05d
<0.05d
300
Jun-14
0.0189
0.193
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
260
Dec-14
0.099
0.155
<0.005d
<0.05d
0.122
<0.0002
<0.05d
<0.05d
660
Jun-18
0.043
0.047
<0.005
<0.01
0.045
<0.0002
<0.02
<0.01
1,000
6,300
3.9
25.3
9,665
0
196
0.78
Jan-19
0.039
0.077
<0.005
<0.01
0.022
<0.0002
<0.02
<0.01
870
3,600
3.8
8.3
4,993
4
290
975.76
Jun-19
0.083
0.086
<0.005
<0.01
0.074
<0.0002
<0.02
<0.01
760
7,100
3.8
22.0
11,164
5
45
0.20
Mar-20
0.073
0.11
<0.005
<0.01
0.160
<0.0002
<0.02
<0.01
740
7,000
3.7
16.6
11,118
2
246
0.28
Nov-20
0.066
0.078
<0.005
<0.01
0.085
<0.0002
<0.02
<0.01
820
7,700
3.5
23.0
9,811
1
294
0.20
Mar-21
0.055
0.075
<0.005
<0.01
0.052
<0.0002
<0.02
<0.01
600
5,800
3.8
17.6
8,772
1
105
0.26
DRAFT Swift Creek Tables 2021 03.xlsx/Tab/e A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA
Page 6 of 9
Sample
P
Location / ID
Date
D
N
Z.
CA
c
D
a
E
c'
S
O
��
c c'
v S
r
CD
a
c
CD CD
D
Cn
<
,°
Cn
m
m
-4
o
v
-
<
fl-
_
Q
(D
�
p
(D (D
wm
c
m
co)
o c
m0
0<
3
z c
�Q
C a
�
0
S11 0_ a
2m
o
5 ?
O N
<o
(c (a <
a
NC 2L Ground Water Standard
(mg/1)
0.01
0.7
0.002
0.01
0.015
0.001
0.02
0.02
250
500
6.5 - 8.5
NE
NE
NE
NE
NE
Dec-05
0.038
<0.10
<0.001
<0.01
0.093
<0.0002
<0.01
<0.01
379
M W-7
Oct-06
0.03
0.059
<0.001
<0.01
0.053
<0.0002
<0.01
<0.01
500
May-07
0.017
<0.100
<0.001
<0.01
0.047
0.0003
<0.01
<0.01
460
Nov-07
0.029
<0.100
<0.001
<0.01
0.124
0.00072
<0.01
<0.01
250
Jun-08
0.019
0.042
<0.001
<0.01
0.072
<0.0002
<0.01
<0.01
420
Jan-09
0.022
0.052
<0.001
<0.01
0.088
<0.0002
<0.01
<0.01
500
Jun-09
0.072
0.08
<0.001
<0.01
0.171
<0.0002
<0.01
<0.01
500
Dec-09
0.128
0.123
<0.01
<0.01
0.273
0.0006
<0.10
<0.10
490
Jun-10
0.208
0.172
<0.01
<0.01
0.379
0.0002
<0.10
<0.10
530
Dec-10
0.23
0.255
<0.01
<0.01
0.649
0.00057
<0.10
<0.10
590
Jun-11
0.134
0.159
<0.01
<0.10
0.396
0.00033
<0.10
<0.10
540
Dec-11
0.107
0.172
<0.01
<0.10
0.468
<0.0002
<0.10
<0.10
640
Jun-12
0.059
0.12
<0.005
<0.05
0.27
<0.0002
<0.05
<0.05
580
Dec-12
<0.100d
0.158
<0.01
<0.10
0.397
<0.0002
<0.10
<0.10
700
Jun-13
<0.100d
0.114
<0.01d
<0.10d
0.19
<0.0002
<0.10d
<0.10d
600
Apr-12
0.07
0.119
<0.05d
<0.050d
0.235
<0.0002
<0.050d
<0.050d
470
Jun-14
0.078
0.093
<0.002d
<0.007d
0.139
<0.0002
<0.025d
<0.010d
m 670
Dec-14
0.167
0.205
<0.05d
<0.050d
0.553
<0.0002
<0.050d
<0.050d
710
Jun-18
0.041
0.1
0.0074
<0.02
0.089
<0.0002
<0.02
<0.01
770
9,400
3.8
23.0
13,584
2
243
1.37
Jan-19
0.089
0.097
<0.005
<0.01
0.190
<0.0002
<0.02
<0.01
920
8,100
3.8
8.1
10,375
2
250
0.97
Jun-19
0.077
0.16
0.012
<0.01
0.160
<0.0002
<0.02
<0.01
630
10,000
3.7
21.5
15,916
9
128
0.31
Mar-20
0.093
0.13
0.012
<0.01
0.260
<0.0002
<0.02
<0.01
770
10,000
4.0
12.0
16,317
5
193
0.41
Nov-20
0.089
0.14
<0.005
<0.01
0.260
<0.0002
<0.02
<0.01
640
12,000
3.5
20.9
16,203
3
259
0.24
Mar-21
0.080
0.092
<0.005
<0.01
1 0.160
<0.0002
<0.02
<0.01
1 670
8,000
3.8
16.0
12,734
8
186
0.25
DRAFT Swift Creek Tables 2021 03.xlsx/Tab/e A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA
Page 7 of 9
Sample
P
Location / ID
Date
D
N
Z.
CA
m
c
S
a
E
c'
S
O
��
c c'
v S
r
m
a
c
� CID
s=
rn
<
,°
Cn
m
m
-A
o
v
-
CID<
fl-
_
Q
m i
ry (D
wm
c
m
co)
o c
m0
0<
3
z c
�Q
C a
0
CID
91 0_ p_
2m
p
5 ?
O N
<o
co co <
a
NC 2L Ground Water Standard
(mg/1)
0.01
0.7
0.002
0.01
0.015
0.001
0.02
0.02
250
500
6.5 - 8.5
NE
NE
NE
NE
NE
MW-8
May-07
0.025
<0.100
<0.001
<0.01
0.024
<0.0002
<0.01
<0.01
400
Nov-07
0.03
<0.100
<0.001
<0.01
0.038
<0.0002
<0.01
<0.01
430
Jun-08
0.031
0.048
<0.001
<0.01
0.027
<0.0002
<0.01
<0.01
300
Jan-09
0.028
0.039
NR
NR
0.032
<0.0002
NR
NR
350
Jun-09
0.159
0.114
NR
NR
0.173
0.0003
NR
NR
460
Dec-09
0.569
0.286j
<0.016
<0.050
0.371t
0.0002
<0.135
<0.095
460
Jun-10
0.366
0.232
<0.016
<0.050
0.283
0.0002
<0.135
<0.095
500
Dec-10
0.267
0.243
<0.01
<0.100
0.369
0.0013
<0.100
<0.100
470
Jun-11
0.207
0.223
<0.01
<0.100
0.103
<0.0002
<0.100
<0.100
410
Dec-11
1
0.321
<0.01
<0.100
<
<0.0002
<0.100
<0.100
270
Jun-12
0.146
0.169
<0.005
<0.05
0.199
<0.0002
<0.05
<0.05
580
Dec-12
0.11
0.168
<0.01
<0.100
0.234
<0.0002
<0.10
<0.10
580
Jun-13
0.14
0.172
<0.01d
<0.100d
0.169
<0.0002
<0.10d
<0.10d
620
Apr-12
0.126
0.177
<0.05d
<0.050d
0.211
<0.0002
<0.050d
<0.050d
510
Jun-14
0.154
0.13
<0.002d
<0.007d
0.168
<0.0002
<0.025d
<0.010d
700
Dec-14
0.124
0.143
<0.05d
<0.050d
0.263
<0.0002
<0.050d
<0.050d
620
Jun-18
0.055
0.056
<0.005
<0.02
0.10
<0.0002
<0.02
<0.01
1,000
8,400
3.9
19.0
11,539
0
125
0.69
Jan-19
0.1
0.093
<0.005
<0.01
0.100
<0.0002
<0.02
<0.01
870
7,800
3.8
9.2
11,013
5
216
0.64
Jun-19
0.092
0.092
<0.005
<0.01
0.190
<0.0002
<0.02
<0.01
780
9,900
3.9
20.5
14,721
2
92
0.33
Mar-20
0.09
0.1
<0.005
<0.01
0.150
<0.0002
<0.02
<0.01
710
8,100
3.9
13.3
13,074
38
251
0.76
Nov-20
0.078
0.092
<0.005
<0.01
0.230
<0.0002
<0.02
<0.01
660
16,000
3.4
20.4
13,803
5
204
0.59
Mar-21
Monitor well
unable to be
sampled due
to biological
All concentrations in milligrams per liter (mg/L) unless otherwise noted
NE - Not established Bold with gray background indicates exceedance of NC 2L Groundwater Standard
-- - Not sampled
DRAFT Swift Creek Tables 2021 03.xlsx/Tab/e A1-Historic Groundwater

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA
0
o
_
d
9-
0
-
z
m
~
`�" 3
^
30
O
�ob
O
-
1°
>
w
d
3
to
_
ti
n
Oa
m �
O
Sample
_
3
3
_
u✓
-
_0
a
e
y 3
3
3 r
Location / ID
Date
-
3
3
°�-' 3
,2
3
=
3.7
�,7
\
NC 2B Surface Water Standard -Class
C (ug/I)T0.15
NE
0.002°
0.05
0.025
0.000012
0.005
0.00006
NE
NE
6.0-9.0
NE
NE
50
NE
>5.0
SW-01
04/03/03
<0.01
<0.10
<0.001
<0.01
<0.005
<0.0002
<0.01
<0.01
12
06/22/04
<0.01
<0.10
<0.001
<0.01
<0.of
<0.0002
<0.01
<0.01
<2.0
12/01/05
<0.01
<0.10
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
6.3
10/06/06
<0.01
<0.10
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
Surface Water - Upstream
05/04/07
<0.01
<0.10
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
6.6
10/22/07
<0.01
<0.10
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
3.8
06/18/08
<0.01
<0.10
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
2.5
01/14/09
<0.01
<0.10
NR
NR
<0.01
<0.0002
NR
NR
5.6
06/24/09
<0.01
0.03
NR
NR
<0.01
<0.0002
NR
NR
<5
12/16/09
<0.01
0.048
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
6.2
06/30/10
<0.01
0.032
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
12/14/10
<0.01
0.025
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
06/27/11
<0.01
0.041
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
12/19/11
<0.01
0.025
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
12/18/12
<0.01
0.028
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
06/25/13
<0.01
0.04
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
04/13/12
<0.01
0.025
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
5.3
06/27/14
<0.01
0.03
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
12/17/14
<0.01
0.027
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
06/28/18
<0.015
0.031
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
73
6.95
28.46
101
NM
-2.5
4.2
01/21/19
<0.015
0.090
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
6.1
79
7.84
6.50
107
11.0
37.1
19.2
06/17/19
<0.015
0.058
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
1.7
110
8.21
27.00
91
139.0
-130.0
2.1
03/09/20
<0.015
0.046
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
3.4
110
6.65
13.00
176
14.4
-45.6
8.4
11/09/20
<0.015
0.032
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
1.8
91
6.79
15.20
94
9.7
26.2
4.2
03/26/21
<0.015
0.031
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
2.0
66
6.68
19.20
92
39.0
126.5
6.5
SW-02
04/03/03
<0.01
<0.10
<0.001
<0.01
<0.005
<0.0002
<0.01
<0.01
12
06/22/04
<0.01
<0.10
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<2.0
12/01/05
<0.01
<0.10
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
6.3
10/06/06
<0.01
0.09
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
Surface Water - Downstream
05/04/07
<0.01
<0.10
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
6.6
10/22/07
DRY
<0.0002
<0.01
<0.01
3.8
08/07/08
<0.01
<0.10
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
2.5
01/14/09
<0.01
<0.10
NR
NR
<0.01
<0.0002
NR
NR
5.6
06/24/09
<0.01
0.088
NR
NR
<0.01
<0.0002
NR
NR
<5
12/16/09
<0.01
0.025
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
6.2
06/30/10
DRY
<0.0002
<0.01
<0.01
<5
12/14/10
<0.01
0.034
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
06/27/11
DRY
<0.0002
<0.01
<0.01
<5
12/19/11
<0.01
0.027
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
12/18/12
<0.01
0.031
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
06/25/13
<0.01
0.037
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
04/13/12
<0.01
0.023
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
5.3
06/27/14
<0.01
0.038
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
12/17/14
<0.01
0.027
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
06/28/18
<0.015
0.089
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
<1
130
6.98
29.68
369
90.0
-0.4
0.7
01/21/19
<0.01
0.027
<0.0002
<0.02
<0.01
<0.0002
<0.02
<0.01
7
100
5.81
3.60
171
6.6
139.6
14.2
06/17/19
<0.01
0.052
<0.0002
<0.02
<0.01
<0.0002
<0.02
<0.01
<1
150
5.76
26.10
225
23.4
44.2
1.6
03/09/20
<0.015
<0.025
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
4.9
98
6.94
13.40
166
5.2
-39.0
9.8
11/09/20
<0.015
0.039
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
1.1
91
6.41
19.30
133
11.0
-72.0
13.0
03/25/21
<0.015
0.026
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
2.8
66
7.16
20.40
65
16.2
65.1
9.9
Page 8 of 9
DRAFT Swift Creek Tables 2021 03.x1sx?ab/e A2-Historic Surface Water

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
SWIFT CREEK STRUCTURAL FILL - CCB0057
BATTLEBORO, NORTH CAROLINA
Sample
Location / ID
Date
>
-
w
_
3
d
3
3
z
3
3
°�-' 3
,2
to
_
_
3
rn
ti
-
o
_
m
n
_0
~
`�" 3
Oa
a
^
30
e
y 3
0
d
9-
O
�ob
m �
3
0
-
O
-
1°
O
3 r
\
NC 2B Surface Water Standard -Class
C (ug/I)T0.15
NE
0.002°
0.05
0.025
0.000012
0.005
0.00006
NE
NE
6.0-9.0
NE
NE
50
NE
>5.0
SW-03
05/04/07
<0.01
<0.10
<0.001
-0.01
<0.01
<0.0002
<0.01
<0.01
2.4
10/22/07
DRY
06/18/08
<0.01
0.089
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
3.3
01/14/09
<0.01
<0.10
NR
NR
<0.01
<0.0002
NR
NR
20
Surface Water - Downstream
06/24/09
<0.01
0.087
NR
NR
<0.01
<0.0002
NR
NR
<5
12/16/09
<0.01
0.075
<0.001
-0.01
<0.01
<0.0002
<0.01
<0.01
14
06/30/10
<0.01
0.328
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
47
12/14/10
<0.01
0.074
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
16
06/27/11
DRY
12/19/11
<0.01
0.065
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
8
12/18/12
<0.01
0.067
<0.001
<0.01
<0.01
<0.0002
<0.01
-0.01
6.5
06/25/13
<0.01
0.087
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
7.4
04/13/12
<0.01
0.051
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
23
06/27/14
<0.01
0.038
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
<5
12/17/14
<0.01
0.08
<0.001
<0.01
<0.01
<0.0002
<0.01
<0.01
9.9
06/28/18
<0.015
0.032
<0.01
<0
002
<0.02
<0.01
<1
76
NM
NM
NM
NM
NM
NM
<0.015
0.03
0
<0.000
<0.0<0.05
2
<0.01
6.3
257
14.5
138
13.101/21/19
<0.05
1
0.025
<00006/17/19
<001
<0.01
<0.0002
<0.02
<0.01
<1
99
26.4
235.5
19.7
48.4
5.06
03/09/20
<0.01
<0005
0.01
<0.01
<0.0002
<0.02
<0.01
9.8
94
6.3
10.5
265.4
6.98
55.1
8.9
11/09/20
<0.01
<0.03
0.025
<0.005
<0.01
<0.01
<0.0002
<0.02
<0.01
2.51
67
6.8
18.3
325.3
11.4
63.4
3.78
03/25/21
Unable to collect
sample
due to biological
hazard
near sampling
location
All concentrations in micrograms per liter (ug/L) unless otherwise noted Bold indicates exceedance of NC 2B Water Quality Standard
NE - Not established h = hardness dependent dissolved metal standard
--- Not sampled
NM - Not measured
Page 9 of 9
DRAFT Swift Creek Tables 2021 03.x1sx?ab/e A2-Historic Surface Water

WATER QUALITY MONITORING REPORT — MARCH 2O21
APPENDIX B FIELD SHEETS
March 2021
www.erm.com Version: 1.0 Project No.: 0397281 Client: ReUse Technology May 14, 2021
P:\Projects\0397281 ReUse CAP Implementation Swift Cr.DW\Post Closure Monitoring\2021-03 GWS\Swift Creek Water Quality Monitoring Report 05-14-2021 DRAFT
TW.docx

Water Level Measurements - SWIFT CREEK PROJECT
3/25/2021
Monitor Well
Date
DTW
Total
Depth
TOC
Comments
MW-is
3/25/2021
`. yi
15.7
MW-113
3/25/2021
5Z
35.7
MW-2S
3/25/2021
0z
18.7
MW-2D
3/25/2021
it ih
39.1
MW-3
3/25/2021,
10
20.0
MW-4
3/25/2021
20.0
MW-5RS
3/25/2021
18.0
MW-5RD
3/25/2021
2
37.9
MW-6
3/25/2021
t
19.4
MW-7
3/25/2021
K
19.5
M
W-8
3/25/2021
19.0

WATER MATRIX SAMPLING
FIELD DATA FORM
P
-Site Name: Swift Creak
Sample Type: Circle one - Monitor We , DPT, Surface Water,
Potable WSW; other)
Job #:
0397281
Sample ID:
Date: 3 'Z S
Sampling Personnel:
Tara Earl ,
Jordan Woodruff
Weather Conditions: Sunny,
Partly Cloudy, loud Rain; Other
Time: 7_'. \ r
Well Type: Flush Surface Completion, tick Up Completion �
Well Tag Present:
e ;
No
Well Locked: g es 9No
Lock PiIasedia No
Well ID info. on Tag:
CYR,
No
Well Bolted: Yes, Nd
Well Cap: Yes, CNol
WeII Cap Condition:
Good
Replace,
Other;
Well Pad Condition: Good 'Cracked,
Replace, Other:
WeII Location: Grass,
Asph
t, Concrete, Woods,
Other;
Additional Comments:
r
�
� I C :>.
Total Depth of Well (T.D.):
-4-
Screen Length:
5, 1fi
15, 20
feet -other:
Depth to Water D.T.W : (11
o
Well Diameter:
2, 4,
e, 8
Inches -other:
Field Parameters measured
with: YSI Pro/HACH 2100
Casing Type:
VC,)
Steel
other:
Purge Rate: •'vjOo —tjr
mVmm
Sampling Device:
enstal6 , Monsoon, Grundfos,
Bailer, Other:
Tubing Type: yl olyethene,
eeon, Other:
Measuring Point:
TO
other:
Pump Intake ( below' .R):
Color: CO
e :'S
Odor:
Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
ec
pH
std units
SPC
uS/cm
DO
m /L
ORD
mV
Turb
NTU
Comments:
Stabalizatlon
Criteria 2
(mL)
(see note
below)'
+/-
3%
+/-
0.1unit
+/-
3
+/-
10%
+/-
10mv
+/-
to ,
�r>>5Z
.4, g
Z,27
(3
(oo
kolo
r' . z1
ckH 3livot
-��
C
lnlcl
1 2-3
50
8 (P0
to
Ito
-5�rC)
Z'. 33
15
C c
%1 .�
CJ Z.
Official Sampling Date &Time: t)�251J-£)Zl Cc 12;A��r�
Samples Collected: Analysis Requested: Preservative: Hold Time (days): ;s
\ HCL 14
1,4 Dioxane U- 14
SW8015(! s) HCL
Lab:
SGS
SGS
Notes:
H) - Do not measure depth to bottom of well un01 after purging and sampling to reduce resuspending fines IM1et may be testing on IM1e well hogom. 11nch WeII sana amran interim based on three most consecutive eonaeena measurements. 2inch
Volume = Ft X 0.041
Weli VolumesFtxe.163
,if -Total drewdown In well to" less than 0.1 in (oat n). Purging rate to be lowered as necessary to keepdrawdown below 0.1 in (0.32 it). 41nch WeII Volume = Fl X 0.657
(A)+r-10%Men turbidity is over 10 NTus, 3.785 L =1 Gallon

WATER MATRIX SAMPLING
FIELD DATA FORM E�
Site Name: Swift Creak
1
Sample Type: Circle one - (Monitor Well,
DPT, Surtace
Water,
Potable WSW; other)
Job #:
0397281
SamplelD: t+il- ( �
— �.�,7-f��Zh
Date: '3 Z h
Z. f
Sampling Personnel:
Tara Early, J
an Wo 4,tif6
Weather Conditions: Sunny,
n dy,
Cloudy, Rain;
Other
Time: (Z � t7
Well T e: Flush Surface Completion, ck U Compietiod
Well Tag Present:
s, No
Well Locked: Yes,
Lock Present: _ No
Well ID info. on Tag:
No
Well Bolted: Yes, �
Well Cap:
e , No
Weli Cap Condition:
oo , Replace,
Other;
�°"""' E�i � "" t-'�'�'
Well Pad Condition: o d,
Cracked, Replace, Other:
Well Location: s.
, Asphalt, Concrete, Woods,
Other;
Additional Comments:
Total Depth of Well (T.D.):
Screen Length:
5, rfr 15, zo
feet -other:
De th to Water D.T.W : t11
�'.
�$ 4
Well Diameter:
4, s, a
Inches -other:
Field Parameters measured
with: YSI Pro/HACH
2100
Casing Type:
steel
other:
Purge Rate: %'f 0 �
mL/min
Sampling Device:
ris ie, Monsoon, Grundfos,
Bailer, Other:
Tubing T pe: I eth le Tenon, other:
Measuring Point:
TOC
other:
Pump Intake (ft below M.P.):
a�j"
Color: �- (.�>.p
Odor:
Yes,
Time:
min
Volume
Pur ed
DTW:
feet
Temp
(°c)
pH
std units
SpC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Crileriaz
(mL)
(see note
below)'
+/-
3%
+/-
0.l unit
+/-
3%
+/-
10%
+/.
10 mV
+/.
10%"
2r1
i'
y�
{
��
tgZfS
�. J
Iti,e
�.t,
�G�r.
/
Z St a"�
C i ��..'�
I -.'. - �
� TI -fit.
Fs
. n V
(Z �I- �
( .��1..
� I T ,
4 ( �
2�-j-'w
Ste'
�
Z7'-2
(,5•`.`�
l0.
�;�
it 7.�r
Official Samnlina Date &Time: Ill 9 �� f �fi, F z ��
Samples Collected: Analysis Requested: Preservative: Hold Time fdays): Lab:
VOCs HCL 14 SGS
1,4 Dioxane HCL 14 SGS
SW8015(Alcoholslglycols) HCL 14 SGS
Notes;
U)-o° nm m°a:uro a°nm m eonom orwen u�m anor wrama ana sr.monna m r°a�=a r=:u:p=name nn=:m°r mav� r=:n� °n u° wen a°n°m. 1 inch Well Volume = Ft x 0.041
-sraar au°n �m°aa Hosea °n mm° mar re=em=°nse=uuve mee=�ramem=. 21nch Well Volume = Ft x 0.163
,7-r°u,iamxnovm in w°m°namssmao a.r mfosz n>. surarr,nr°rams°mw°rm es na==uary r°x°°r,amwa°wn n°imvo.l m(oaz n). flinch Well Volume=Rx0.657
-(a) «t-io:c wn=r, mrbw�ry m ov°r io Hrus. 3.785 L = 1 Gallon
��

WATER MATRIX SAMPLING
FIELD DATA FORM
ERM
..,Site Name: Swift Creak
Sample Type: Circle one
- (Monitor Well,
DPT, Surface Water,
Potable WSW; other)
Job #:
0397281
Sample ID: IvLW.2,Cr 2.�J i332y.
Date:
Sampling Personnel:
Tara Early,
ag aodru
Weather Conditions: Sunny, rtttk ou y,
Cloudy, Rain; Other
Time:
Well Type: Flush Surface
Completion, Pfick Up Connpletio
Well Tag Present:
e , No
Well Locked: r , No
Lock Pros
. es, No
Well ID info. on Tag:
a&e , No
Well Bolted: Yes,
Well Cap:
Yes, No
Well Cap Condition:
o , Replace,
Other;
Well Pad Condition: o
, Cracked, Replace, Other:
Well Location: ms
Asphalt, Concrete, Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
7
Screen Length:
61 ^Isg 152 20
G - j(
feet -other:
Depth to Water D.T.W : (1)
' 3
Well Diameter: 4, 61 8
Inches -other:
Field Parameters measured with: YSI Pro/HACH 2100
Casing Type:
PV , Steel
other:
Purge Rate: :""f oo
mumin
Sampling Device:
Perist 8' , Monsoon, Grundros, Bailer, Other:
Tubing Type: gCy:e!hyj2ne,
Teflon, Other:
Measuring Point:
TOC
other:
Pump Intake (ft below M.P.):
(I'(
F'{'
Color: :r I
a
Odor:
Yes, o
Time:
min
Volume
Pur ed
DTW:
feet
Temp
°C)
PH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Sta nalization
Crileria2
(mL)
(see note
below)'
+/-
3%
+/-
0.1 unit
+/-
3%
+I-
10%
+/-
10 mV
+/-
10%"
v
of
7C.�
6
.3S.
5rzt
t 3Lj
JUE.
'
G
q'7
2Y
2`
534y
G�
ai
,2cx
too,
r
5C
o
7
� ��
�t h`
�.� �
_ "��.
23.
f
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
VOCs HCL 14 SGS
1,4 Dioxane HCL 14 SGS
SW8015(Alcoholslglycols) HCL 14 SGS
Notes:
(1)-Don°I measure tlepih to boHam oiwell until after purging and sampling to reduco resusperdin9 flnas that maybe resOng on No well boilam. inch Well VOlnme=FtX 0.041
s-staalnanon arHeda baaaa on mree most meam coneeoawe moaanremanta. 2inch Well Volume = Ft x 0.163
j-Total dmwdown In well to be less than 0.1 m (0.32Ib. Purging rate to be lowered as necessary to keep drawdown below 0.1 an (0.32 to. 4 nch WeII Volume = Ft X 0.657
(4)+1. 10%when brbWHy 15 over 10 anus. 3.785 L = 1 Gallon

WATER MATRIX SAMPLING _
FIELD DATA FORM ER
,Site Name: Swift Creak
Sample Type: Circle one - Monitor WeIJUPT, Surface
Water,
Potable WSW; other)
Jab #:
0397281
Sample ID:
O O /
Date: 22 j '2
Sampling Personnel:)Tara
Ea , Jordan Woodruff
Weather Conditions: Sunny,
Partly Cloudy, cloudy
Rain;
Other
Time:
Well Type: Flush Surface Completion, Stick Up Completion
Well Tag Present:
Ye , No
Well Locked: Yes,
No
Lock Present: Yes No
Well ID info. on Tag.
We No
Well Bolted: es, No
Well Cap: yes, No
Well Cap Condition:
coo Replac
Other;
Well Pad Condition: Good,
Cracked, Replace, Other:
Well Location Grass,
Asphalt, Concrete, oods, 'Other;
Additional Comments:
Total Depth of Well (T.D.):
Screen Length:
51 0, 15, 20
feet -other:
Depth to Water D.T.W : j11q
. L
Well Diameter:
2, 4, 6, 8
Inches -other:
Field Parameters measured
with: YSI Pro/HACH
2100
Casing Type:
PVC, Steel
other:
Purge Rate: "/ t f _ S'in
mumin
Sampling Device:
Pens tic, Monsoon, Grundfos, Bailer, Other:
Tubing Type: olyet—Phylenel Tenon, Other:
Measuring Point:
TOC
other:
Pump Intake (ft below M.P.):
Color:
1(� S�
Odor:
Yes,
No
Time:
min
Volume
Purged
DTW:
feet
Temp
°C)
pH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalizalion
CriterW
(mL)
(see note
below)'
+/-
3%
+/-
0.1 unit
+/-
3%
+/-
10%
+/-
10 mV
+/-
10%4
15I�
s
'4�
T-5-1
it
i,\00
7
1s
/5 n
Lq q3
i.112
, 0
5•i SVI
111
$--
v
00
r
ri,
lU
S3`Il'Irl
c
LA
It Z.D
LS•
o
z
h�
7 ,
r�•�
�,
bs
50
r. �'L
11,
6A
to•
1 • )
1e
z
5. °1,
6 tn�
�Nl 3
7 ,
1
�t�.k
� flZ
Official Sampling Date &Time: 03 1 L 5 rzOZ
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
VOCs HCL 14 SGS
1,4 Dioxane HCL 14 SGS
SW8018(Alcohols/glycols) HCL 14 SGS
Notes:
ry)-oo not m°asmo aeoth io bovom orwan unm an°, wng[g aka:amnnng m reau°e resasnanalo0 nnas mai maybe resting on m°wen bonam. 1 inch Well Volume = Ft x o.041
s�abumanon <,neaa basoa on m,°° mosv°°om °onseouwe m°asuremem°. 2inch Well Volume = Ft x 0.163
; )-Tout a,a wown In well to be less than as an (0.34 n1. Purg[g rate to be lowered as necessary to keen arawanwn below 0.1 m r0.32 Id. 41nch Well Volume = Ft x 0.657
(4)+r- ions when [noddy is over 10 onus. 3.785 L = 1 Gallon

WATER MATRIX SAMPLING
FIELD DATA FORM
S1te Name: Swift Creak
I'
Sample Type: Circle one
- critter W If,
DPT, Surface
Water,
Potable WSW; other)
Job #:
0397281
Sample ID: MV/
02(032Co
Date:
l 6
21
Sampling Personnel:
Tara Early, J
rdarr oodru
Weather Conditions: Sunny, Partly Cloudy,
tloudy, Rain;
Other
Time:
o 1 h
Well Type: Flush Surface
Completion, tick Up Comp tion
Well Tag Present:
Yes,
Well Locked: -ye , No
Lock Present: s.s , No
Well ID info. on Tag:
Yes,
ip
Well Bolted: Yes,
Well Cap:
�'e , No
Well Cap Condition:
oe , Replace,
Other;
Well Pad Condition: oo
, Cracked, Replace, Other:
Well Location: a
Asphalt, Concrete, Woods,
Other;
Additional Comments:
Total Depth of Well (T.D.):
Screen Length:
51 22 15, 20 '7-
feet -other:
Depth to Water D.T.W : nl
. %
Well Diameter: a, 65 a
Inches -other:
Field Parameters measured with: YS Pro/HACH
2100
Casing Type:
v steel
other:
Purge Rate: `f- 1 `� =1
mumin
Sampling Device:
eristal c, Monsoon, Grundfos,
Bailer, Other:
Tubing Type: oyethyle e,
Teflon, Other:
Measuring Point:
TOC
other:
Pump Intake (ft be ow M.P.):
`t f ("
Color: * 14es
Odor:
Yes,
Time:
min
Volume
Purged
DTW:
feet
Temp
00)
std
pH
units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
CriteriW
(ML)
(see note
below)'
+/-
3%7
+/-
0.1 unit
+/-
3%
+/-
10%
+/-
10 mV
+/-
to%,
• 1030
( l;b
�t:irL
fP. 59
F7q--
t2
-�^�
f�'t�
�l fit. r"3
/� ✓,:'Jl,n. 51a'..t8
jq=1a
-t so
10, �1
7,
6
0 Z
1277
f,4(3s
63.
CW4
i vv
.5
7 5v
0 P5
L
.00
0, U
�`i ,g
13rs
f ob
o 5,o
7, 9"
n�)
13T7
3%
4 7.3
P Ir
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
VOcs HCL 14 SGS
1,4 Dioxane HCL 14 SGS
SW8015(Alcohols/glycols) HCL 14 SGS
Notes:
ry)-oo mr messura asom ro nogo,nonen unni anar purekre aria aampnng m reaaea reeuapenamg roes mac may ne reeuna on me wen eonom. 11nch Well Volume = Ft x 0.041
+-sraanrauon nmeaa naaea on m,ee mo:r repam uon:aauwa maaau,emanm. 2inch Well Volume=Ftx 0.163
Tara I araa a rm In well to be less man 0.1 or t0.32 is. Purging rate to be moverea as necessary to keep arawaown below0.1 on (0.32 n). 41nch Well Volume = Ft x 0.657
lel.r- t0� wnen w,waM ie over 10 rrrua. 3.785 L = 1 Gallon
N��

WATER MATRIX SAMPLING
FIELD DATA FORM INW
RM
Site Name: Swift Creak
Sample Type: Circle one-)vlonitor
Well
DPT, Surface Water,
Potable WSW; other)
Job #:
0397281
Sample ID: 1�1�
— -
ri2-) ,1U
Date: v L pt, LL
Sampling Personnel:
'Tara Earl
Jordan Woodruff
Weather Conditions: Sunny, Partly Cloudy,(Cloudy
Rain; Other
Time:
(> I O
Well Type: Flush Surface Completion, Stick
Up Completion
Well Tag Present:
Ye No
Well Locked: Yes,
o
Lock Present: �Y s No
Well ID info. on Tag:
- es No
Well Bolted: Yes,
o
Well Cap:
Yes,
No
Well Cap Condition:
Good, Replace,
Other;
Well Pad Condition:
Cracked, Replace, Other:
Well Location:PGrassA
Asphalt, Concrete, Woods, Other;
cold,
Additional Comments: "^
:10:cv
rJ n r o
I r c.
) CL.
Total Depth of Well (T.D.):
r p
-
Screen Length:
51
10,-1 15, 20
feet -other:
Depth to Water D.T.W : B1
11 l>"i"-
Well Diameter:
2 4, 6, a
Inches -other:
Field Parameters measured with: YSI Pro/HACH 2100
Casing Type:
wid, Steel
other:
Purge Rate: r
mUmin
Sampling Device:
Peristalli Monsoon, Grundfos, Bailer, Other:
Tubing Type:
ll laolyer![TIA
Tenon, Other:
Measuring Point:
OC
other:
Pump Intake (ft below M.P.):
I `(.
f 1'
Color: -
, 6
Odor:
Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
(C)
pH
aid units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Crileda2
(al
(see note
below)'
+/-
3%
+/-
0.1unit
+/-
3%
+/-
10%
+/-
10mv
+/-
to%4
� 2)0
17•
�13q
3?_,`1
0,jb
z,
6 35
il,ti0
17.1.
r
013(4
S`tt
boa lo
ib•
5 .
So
oU
its L
•3 ',
5,
U, L,
2z.
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
vocs HCL 14 SGS
1,4 Dloxane HCL 14 SGS
SW8015(Alcohols/glycols) HCL 14 SGS
Notes:
U)-oo nm measure aopu m bonom onren nnoi aner pn�etna ana sampime to reanoe resnscename ones mat may be resane on ue wan bmmm. 11nch Well Volume = Ft x 0.041
3-aaun:anon °mnaa bnaea on urea mo:� reeemoonseanwe measmamenu. 2inch Well Volume = Fl x 0.163
) - Total donna own in well be less than 0.1 m (0.]2 e). Probing rate to be lowered as neoassarvu keepdowedmvn below at in (0a2 n). 41nch Well Volume = Ft x 0.657
(4)+(-to%when nabob" over to NTus. 3.786 L = 1 Gallon

WATER MATRIX SAMPLING
FIELD DATA FORM
ERM
Site Name: Swift Creak
Sample Type: Circle one -
(Monitor Well,
DPT, Surface Water,
Potable WSW; other)
Job #:
0397281
Sample ID: AA V/' 5-ft t
201103,1
Date:.
Sampling Personnel:
Tara Early,
oo'�ruff
Weather Conditions: Sunny, P
ly Clg dy,
Cloudy, Rain; Other
Time: ,'7�i
Well Type: FImOb Surjac
Com le' n, Stick Up Completion
Well Tag Present:
, No
Well Locked: Yes,
Lock Present: rie , No
Well ID info. on Tag:
' e), No
Well Bolted: e , No
Well Cap:
es No
Well Cap Condition:
G,o % Replace,
Other;
Well Pad Condition: oo ,
Cracked, Replace, Other:
Well Location: Gras
, Asphalt, Concrete, Woods,
Other;
Additional Comments:
Total Depth of Well (T.D.):
,in
screen Length:
5, .1 , 15, 20
feet -other:
Depth to Water D.T.W : t11
)
Well Diameter: 0 41 6, 8
Inches -other:
Field Parameters measured with: YSI Pro/HACH 2100
Casing Type:
v Steel
other:
Purge Rate: w �
mumin
Sampling Device:
nsta ic, Monsoon, Grundfos,
Baiter, Other:
Tubing Type: laethylep ,
Tenon, Other:
Measuring Point:
TOC
other:
Pump Intake (ft below M.P.):
Color: 6 1444Odor:
Yes, FO
Time:
min
Volume
Purged
DTW:
feet
Temp
CC)
pH
std units
SpC
uS/cm
DO
m /L
ORP
- mV
Turb
NTU
Comments:
Stabalizalion
Cnteriaz
(mL)
(see note
beloW)3
+/-
3%
+/-
0.1 unit.
+/-
3%
+/-
10%
+/-
10 mV
+/-
to%°
[,
,�'7
1 E. T
E� ,-7
i i5 �. �D
& , f 5
G
n
16
7.T
G
�K .2
�. Sf
3- 3
q^,317
1avwd ;a. of 'f
(5�y
$'A
) lf. �
. 21-
irif i, e)
vi 7
.. ?, 6
.
, _ i
. t"x
//'�
?..�j-7
f,'� Is
l
'� _ �i
t'ntCf;*.e6a•+f S i}
37
C)
L y-(
2C . 7
5 ..' 5-
I . 0
q
1�0
F.r
psi
�15
2`~1; I
4P2
i
Official Sampling Date &Time: �/2
Samples Collected: Analysis Requested:
Preservative:
Hold Time (days):
Lab:
VOCs
HCL
14
SGS
1,4 Dioxane
HCL
14
SGS
SW8015(Alcohols/glycols)
HCL
14
SGS
Notes:
n>-oo not mensura aopm �o bonom orwnn noel soar puraina am sampnne m,eauna rosuspemm�s ones mad maybe reserve on me wen bonom. 11nch Well Volume = Ft x 0.041
',-staun:nnon omona bases on m�eemomm�emoonsssuwe maasuremema. 2inch Well Volume=Ftx0.163
Totaldawduwn in well to be less man an no l0.32 M. Pu,a:ne tale to be lower" as noessaw to keepdawaown below0.1 to (o.az M. 4inch Well Volume = Ft x 0.667
pn+r. tax when mrNaay is over to NTUs. 3.785 L =1 Gallon

1 G tl d . .. d l/ ' , h
FIELD DATA FORM
E1ZM
. Site Name: Swift Creak
)'
Sample Type: Circle one - (
onitor W
frl�PT, Surface Water,
Job #:
Potable WSW; other)
0397281
Sample ID:
�Af —
) 2
Date: �� 0J j
SamplingPersonnel:
Tara Early,
Jordan Woodruff
Weather Conditions: Sunny,
a y 'Cloudyl Cloudy, Rain; Other
Time: , I (✓ rl rrk
Well Type:
Flush Surface Completion Stick
Up Completion
Well Tag Present:
Ye No
Well Locked: Yes, No
Lock Present: Yes, No
Well ID info. on Tag:
IYeo
No
Well Bolted:
�Ye No
Well Cap:
Yes
No
Well Cap Condition:
Good
Replace,
Other,
Well Pad Condition: tGoo
Cracked, Replace, Other:
Well Location:
Grass,
Asphalt, Concrete, Woods,
Other;
Additional Comments:
Total Depth of Well (T.D.):
3},
Screen Length: -'5,
10, 15, 20
feet
Cher.
Depth to Water D.T.W : 111
(�
Well Diameter:
z,)
41
s, a
nches-other:
Field Parameters measured
with:
YSI Pro/HACH 2100
Casing Type:
Pvc,
Steel
other:
Purge Rate: N
mUmin
Sampling Device:
eristalti Monsoon, Gmndfos,
Bailer, Other:
Tubing Type: j Polyethylene, TeFlon, other:
Measuring Point:
TOC
other:
Pump Intake (ft be ow M P.):
Color: (jjt or
j t+�
Odor:
Yes,
No
Time:
min
Volume
Purged
DTW:
feet
Temp
CC)
pH
std units
SpC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(mL)
(see note
below)"
+/-
3%
+/-
0.1 unit
+/-
3%
+/-
10%
+/-
10 mV L v,
+/-
10%,
1
Ll
,L
rS
139
9,5
1.56
3-,
.-z..5
e
i
ISOfiO
n, 1
7,
1. 10
?y a,
1
d tr eel,f
_ff
.i-'
3J0 jj5l (
.�
,Z
IZ
.; 14A
7
t,
,. 1'7�
LowC.r'e.e+t-. Fp
40'�V V
- 1PId
4
7
SY�,
v, A
r)
et s e
1..
3tU
Ts�,
-7,
11. 6
414
3 3
1 13�
a%6,5
:III
W
31
2,5
71'l
ET'?)
Y,sz
,s
1,4
1ll[a
03
1,A5
It (6
`t
2le&5,
to 7%T
13(n 1
4-I01y
Official Sampling Date &Time: rylZ5
Samples Collected: Analysis Requested:
Preservative:
Hold Time (days):
Lab:
VOcs
HCL
14
SGS
1,4 Dioxane
HCL
14
SGS
SW8015(Alcohols/glycols)
HCL
14
SGS
Notes:
ry)-oo not reeaame avow m bonore orwou unm goer pure�ae and aampimg �o �ednaa manape„hng npea may may bet reaupg on ma wan bonom. 1 inch Well Volume = Ft x 0.041
,-swanaoon amend baaea on rbree reosl reeem eenseauwp maoau,emema. 2inch Well Volume=Ftx 0.163
;)-total hometown in well to be Iasa wan 0.1 on loan g. Purging ram to be lowered as necesaary to keep drewdown below 0.1 an loan M. 4inch Well Volume = Ft x 0.657
(4)+1- Ig%when m,adi,y m war 10 Nrua. 3.785 L = 1 Galion

WATER MATRIX SAMPLING
FIELD DATA FORM W
ERM
Site Name: Swift Creak
t
Sample Type: Circle one -
�
Monitor Well, OPT, Surface
Water,
Potable WSW; other)
Job #:
0397281
Sample ID:
'VV -QkD—
nZ L
'
Date: G� 1 1 Li 'Z Jv\
f
Sampling Personnel:
Jordan Woodruff
are ar y,
Weather Conditions: Sunny,
Padly Cloudy, cloudy, Rain;
other
Time: 11ils
Well Type:
Flush Surface Com leti
, Stick Up Completion
Well Tag Present:
Y No
Well Locked:
Yes, No
Lock Present: es, No
Well ID info. on Tag:
Yes No
Well Bolted: yes, 'yo
Well Cap: yes, No
Well Cap Condition:
Good, Replace,
Other;
Well Pad Condition: VGood,
Cracked, Replace, Other:- lk Lj9r
Well Location:
Grass, Asphalt, Concrete, Woods,
Other;
Additional Comments:
Total Depth of Well (T,D,):
�'� , L
Screen Length:
'51 10,
15, 20
feet -other:
Depth to Water D.T,W : (1)
J
Well Diameter:
2
61 8
Inches -other:
Field Parameters measured
with: YSI Pro/HACH
2100
Casing Type:
}
PVC, Steel
other:
Purge Rate: ^�{
�I y j V
mlJmin
Sampling Device:
Peristal
ic, Monsoon, Grundfos,
Bailer, Other:
Tubing Type:
Polyethylene, Teflon, Other:
Measuring Point:
7 TOC
other:
Pump Intake (W Ie ow M.R):
4�
Color: C O C 1It
rye _,
Odor:
Yes, No-
Time:
min
Volume
Purged
DTW:
feet
Temp
CC)
pH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(nQ
(see note
below)'
+/-
3
+/.
0.1unit
+/-
3
+/-
10%
+/-
10mV
+/-
10%4
I
o
iw�
�.�
s,UQ
??I
Z5
}"U
_;
3�T
53
010O
122-1
112io
00
I*,T3
i
1°
01_,So
2.
�1 IQ
S
L 6
}`i•
11 3
yn
1 1900
l
�D
Official Sampling Date &Time: 2?
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
vOCs HCL 14 SGS
1,4 Dioxane HCL 14 SGS
SW8015(Alcohols/glycols) HCL 14 SGS
Notes:
(0-0o nm measaro aopm �o bonom orwan anni anaa parg�ng ana sampimg m rean<a reeaspemm�g noes may may be raswg on rna weu bonom. 1 inch Well Volume = Ft x 0.041
-s�awiaaoan onraaa bases on urea moo roeemnonseoaava maaaaramema. 2inch Well Volume=Flx 0.163
)-Total drawaown rowan to be lessThan g.r m (gaz n). PurgUrg race to be lowere i as necessary to keep do w lown bamw0.1 m r0.32 nl. 4inch Well Volume = Ft x 0.657
(4).1 rgs when wruaays over 10 eTus, 3.785 L = i Gallon

WATER MATRIX SAMPLING
'dace°�
FIELD DATA FORM
Samples Collected: Analysis Repuested
Preservative:
Hold Time (daysl:
Lab:
VOCs
HCL
14
SGS
1,4 Dloxane
HCL
14
SGS
SW8015(Alcohols/glycols)
HCL
14
SGS
Notes:
(1)-Do notmeasure depN to bottom afweli unCl aRer pouring end sampling to retluce resuspending fines Natmay be resting on IM1e well bottom.
-SlahllizaEon crRede based an Nrea most recent consecuMe measurements.
-Total dmwdown In well to be less in an 0.1 in (0.32 R). Purging rare to be Iowe red as necessary to keep drawcown below 0.1 m (0.32 it).
(4)a/. 10% Men ivrbidiry is over 10 Me.
1 inch Well Volume = Ft x 0.041
2inch Well Volume = Ft x 0.163
flinch Well Volume = Ft x 0.657
3.785 L =1 Gallon

WATER MATRIX SAMPLING
FIELD DATA FORM
.. Site Name: Swift Creak
Sample Type: Circle one -
(Monitor Well, DPT,'Surface
ate
Potable WSW; other)
Job #:
0397281
Sample ID:
Date:
d V�/
Sampling Personnel:
Tara Early Jordan Woodruff
Weather Conditions: Sunny, Partly Cloudy,'Cloudy Rain;
Other
Time:
0
W
Well
Flush Surface Completion, Stick Up Completion
Well Tag Present:
Yes, No
Well Locked:
s, No
Lock Present: Yes, No
Well ID info. on Tag:
Yes, No
Well Bolted: Yes,
Well Cap: Yes, No
Well Cap Condition:
Good, ace,
Other;
Well Pad Condition: Good,
Cr Replace, Other:
Well Location: Gr
sphalt, Concrete, Woods,
Other;
Additional Comments:
Total Depth of Well (T.D.):
een Length:
5, 10, 15, 20
feet -other:
Depth to Water D.T.W : (1)
Well Dia
2, 41 61 8
Inches -other:
Field Parameters measured
w% YSI Pro/HACH
2100
Casing Type:
C, Steel
other:
Purge Rate:
murrain
Sampling Device:
Peristaltic, oon, Grundfos,
Bailer, Other:
Tubing T Polyethylene, Teflon, Other:
Measuring Point:
TOC
other:
P Intake (ft below M.P.):
Color:
Odor:
Yes,
Time:
min
'Velnmt4
DTW:
feet
Temp
ec
std
pH
units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalintion
Criteria 2
>
(see note
beloW)s
+/-
3%
+/.
0.1 unit
+/-
3%
+/-
10%
+/-
10 mV
+/_
10%4
" OC)
63 1 2-S IIzf
f\s A-
Z0,`(
%.Ilp
iO�1,2.
elm, l
(n5
IV
'W/-p L-W$'Zb2012_5
OV I- )t
Il IV
i ;,L
fo,fc
91_3
C2,5o
12V•IS
C1
Sbv-0A-vvS-Zoz10�2(�
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative:
VOCs HCL
1,4 Dioxane HCL
SW8015(Alcohols/glycols) HCL
Notes:
(1)-Do not meesme deplM1 to bodom ofwell unfit eder pmgNg and sampling to reduce resnspentlln8 fines d,at may be resfi,g on �M1e well bodam.
'��-s�aan:adan ameda baaed on mrea most reaem aonaenewa maaaammanla.
,,)-Total drawdown In well to be leas than 0.1 m (0.32 to. PmgIng rate to be lowered as necessary to heap drawdown below at ad(0.02 d).
(4)+/-10%when Fallibly is over 10 NTUs.
Hold
Time (daysl: Lab:
14 SGS
14 SGS
14 SGS
1 inch Well Volume = Ft x 0.041
2inch Well Volume = Ft x 0.163
flinch Well Volume = Ft x 0.657
3.785 L =1 Gallon

Surface Water Sample Matrix and Map'
N
Purge Logs'
Y
Well installation summary table'
N
Calibration Logs'
N
Well Installation location map
N
Health and Safety Plan
Y
Well Inspection & maintenance log'
N
oone.f.peery):
p tl ICE ✓ C ejli I c-�n 0 rl
47
�{. 00 (10
I�Ivv �, 2
1. 00 G,
I�v()O `, o.'3

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WATER QUALITY MONITORING REPORT — MARCH 2O21
APPENDIX C LABORATORY DATA
March 2021
www.erm.com Version: 1.0 Project No.: 0397281 Client: ReUse Technology May 14, 2021
P:\Projects\0397281 ReUse CAP Implementation Swift Cr.DW\Post Closure Monitoring\2021-03 GWS\Swift Creek Water Quality Monitoring Report 05-14-2021 DRAFT
TW.docx

0
aceAnalytical
Report of Analysis
ERM NC, Inc.
300 West Summit Avenue
Suite 330
Charlotte, NC 28203
Attention: Chris Means
Project Name: Swift Creek
Project Number: 0397281
Lot Number:WC27014
Date Completed:04/09/2021
04/09/2021 3:21 PM
Approved and released by:
Project Manager I: Hannah K. Lucas
PCCRFO
24r
iANSI
National Accreditation Board
qe0
A C C R E D I T E D
TESTING LABORATORY
The electronic signature above is the equivalent of a handwritten signature.
This report shall not be reproduced, except in its entirety, without the written approval of Pace Analytical Services, LLC.
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172
Tel:[phone] Fax:[phone] www.pacelabs.com
Page 1 of 56

PACE ANALYTICAL SERVICES, LLC
SC DHEC No: 32010001 NELAC No: E87653 NC DENR No: 329 NC Field Parameters No: 5639
Case Narrative
ERM NC, Inc.
Lot Number: WC27014
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary
following this Case Narrative. The sample receiving date is documented in the header information
associated with each sample.
All results listed in this report relate only to the samples that are contained within this report.
Sample receipt, sample analysis, and data review have been performed in accordance with the most
current approved The NELAC Institute (TNI) standards, the Pace Analytical Services, LLC ("Pace")
Laboratory Quality Manual, standard operating procedures (SOPS), and Pace policies. Any exceptions to
the TNI standards, the Laboratory Quality Manual, SOPS or policies are qualified on the results page or
discussed below.
If you have any questions regarding this report please contact the Pace Project Manager listed on the
cover page.
Pace Analytical Services, LLC (formerly Shealy Environmetal Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 2 of 56

PACE ANALYTICAL SERVICES, LLC
Sample Summary
ERM NC, Inc.
Lot Number: WC27014
Sample Number
Sample ID
Matrix
Date Sampled
Date Received
001
MW-01S-WG-20210325
Aqueous
03/25/20211241
03/27/2021
002
MW-01D-WG-20210325
Aqueous
03/25/20211255
03/27/2021
003
MW-02S-WG-20210325
Aqueous
03/25/20211545
03/27/2021
004
MW-02D-WG-20210325
Aqueous
03/25/20211548
03/27/2021
005
MW-03-WG-20210326
Aqueous
03/26/20211100
03/27/2021
006
MW-04-WG-20210326
Aqueous
03/26/20211055
03/27/2021
007
MW-5RS-WG-20210325
Aqueous
03/25/20211050
03/27/2021
008
MW-5RD-WG-20210325
Aqueous
03/25/20211048
03/27/2021
009
MW-06-WG-20210326
Aqueous
03/26/20211145
03/27/2021
010
MW-07-WG-20210325
Aqueous
03/25/20211656
03/27/2021
011
SW-01-WS-20210326
Aqueous
03/26/20210951
03/27/2021
012
SW-02-WS-20210325
Aqueous
03/25/20211300
03/27/2021
013
FD-01-WQ-20210325
Aqueous
03/25/2021
03/27/2021
(13 samples)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 3 of 56

PACE ANALYTICAL SERVICES, LLC
Detection Summary
ERM NC, Inc.
Lot Number: WC27014
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
001
MW-01S-WG-20210325
Aqueous
Sulfate
300.0
430
mg/L
6
001
MW-01S-WG-20210325
Aqueous
TDS
SM 2540C-
6200
mg/L
6
001
MW-01S-WG-20210325
Aqueous
Barium
6010D
0.23
mg/L
7
002
MW-01D-WG-20210325
Aqueous
Sulfate
300.0
15
mg/L
8
002
MW-01D-WG-20210325
Aqueous
TDS
SM 2540C-
780
mg/L
8
002
MW-01D-WG-20210325
Aqueous
Barium
6010D
0.59
mg/L
9
003
MW-02S-WG-20210325
Aqueous
TDS
SM 2540C-
340
mg/L
10
003
MW-02S-WG-20210325
Aqueous
Barium
6010D
0.23
mg/L
11
004
MW-02D-WG-20210325
Aqueous
TDS
SM 2540C-
300
mg/L
12
004
MW-02D-WG-20210325
Aqueous
Barium
6010D
0.27
mg/L
13
005
MW-03-WG-20210326
Aqueous
Sulfate
300.0
240
mg/L
14
005
MW-03-WG-20210326
Aqueous
TDS
SM 2540C-
830
mg/L
14
005
MW-03-WG-20210326
Aqueous
Barium
6010D
0.038
mg/L
15
006
MW-04-WG-20210326
Aqueous
Sulfate
300.0
17
mg/L
16
006
MW-04-WG-20210326
Aqueous
TDS
SM 2540C-
200
mg/L
16
006
MW-04-WG-20210326
Aqueous
Barium
6010D
0.059
mg/L
17
006
MW-04-WG-20210326
Aqueous
Chromium
6010D
0.14
mg/L
17
007
MW-5RS-WG-20210325
Aqueous
Sulfate
300.0
2.3
mg/L
18
007
MW-5RS-WG-20210325
Aqueous
TDS
SM 2540C-
210
mg/L
18
007
MW-5RS-WG-20210325
Aqueous
Barium
6010D
0.074
mg/L
19
008
MW-5RD-WG-20210325
Aqueous
Sulfate
300.0
4.7
mg/L
20
008
MW-5RD-WG-20210325
Aqueous
TDS
SM 2540C-
140
mg/L
20
008
MW-5RD-WG-20210325
Aqueous
Barium
6010D
0.096
mg/L
21
009
MW-06-WG-20210326
Aqueous
Sulfate
300.0
600
mg/L
22
009
MW-06-WG-20210326
Aqueous
TDS
SM 2540C-
5800
mg/L
22
009
MW-06-WG-20210326
Aqueous
Arsenic
6010D
0.055
mg/L
23
009
MW-06-WG-20210326
Aqueous
Barium
6010D
0.075
mg/L
23
009
MW-06-WG-20210326
Aqueous
Lead
6010D
0.052
mg/L
23
010
MW-07-WG-20210325
Aqueous
Sulfate
300.0
670
mg/L
24
010
MW-07-WG-20210325
Aqueous
TDS
SM 2540C-
8000
mg/L
24
010
MW-07-WG-20210325
Aqueous
Arsenic
6010D
0.080
mg/L
25
010
MW-07-WG-20210325
Aqueous
Barium
6010D
0.092
mg/L
25
010
MW-07-WG-20210325
Aqueous
Lead
6010D
0.16
mg/L
25
011
SW-01-WS-20210326
Aqueous
Sulfate
300.0
2.0
mg/L
26
011
SW-01-WS-20210326
Aqueous
TDS
SM 2540C-
55
mg/L
26
011
SW-01-WS-20210326
Aqueous
Barium
6010D
0.031
mg/L
27
012
SW-02-WS-20210325
Aqueous
Sulfate
300.0
2.8
mg/L
28
012
SW-02-WS-20210325
Aqueous
TDS
SM 2540C-
66
mg/L
28
012
SW-02-WS-20210325
Aqueous
Barium
6010D
0.026
mg/L
29
013
FD-01-WQ-20210325
Aqueous
Sulfate
300.0
430
mg/L
30
013
FD-01-WQ-20210325
Aqueous
TDS
SM 2540C-
6100
mg/L
30
013
FD-01-WQ-20210325
Aqueous
Barium
6010D
0.22
mg/L
31
(42 detections)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 4 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-001
Description: MW-01S-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1241
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
5 03/31/2021 0647 AMR
87623
2
(TDS) SM 2540C-2011
1 04/01/2021 2357 SJL
87676
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
430
5.0 mg/L 1
TDS
SM 254OC-2011
6200
25 mg/L 2
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 5 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-001
Description: MW-01S-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1241
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1812 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1438 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.23
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 6 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-002
Description: MW-01D-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1255
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
1 03/31/2021 0706 AMR
87623
1
(TDS) SM 2540C-2011
1 03/30/2021 2320 SJL
87388
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
15
1.0 mg/L 1
TDS
SM 254OC-2011
780
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 7 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-002
Description: MW-01D-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1255
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1815 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1506 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.59
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 8 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-003
Description: MW-02S-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1545
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
1 03/31/2021 0803 AMR
87623
1
(TDS) SM 2540C-2011
1 03/31/2021 2151 SJL
87514
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
ND
1.0 mg/L 1
TDS
SM 2540C-2011
340
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 9 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-003
Description: MW-02S-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1545
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1818 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1510 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.23
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 10 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-004
Description: MW-02D-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1548
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
1 03/31/2021 0821 AMR
87623
1
(TDS) SM 2540C-2011
1 03/31/2021 2151 SJL
87514
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
ND
1.0 mg/L 1
TDS
SM 2540C-2011
300
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 11 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-004
Description: MW-02D-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1548
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1820 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1514 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.27
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 12 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-005
Description: MW-03-WG-20210326 Matrix: Aqueous
Date Sampled:03/26/2021 1100
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
5 03/31/2021 0840 AMR
87623
1
(TDS) SM 2540C-2011
1 03/31/2021 2151 SJL
87514
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
240
5.0 mg/L 1
TDS
SM 254OC-2011
830
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 13 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-005
Description: MW-03-WG-20210326 Matrix: Aqueous
Date Sampled:03/26/2021 1100
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1823 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1517 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.038
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 14 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-006
Description: MW-04-WG-20210326 Matrix: Aqueous
Date Sampled:03/26/2021 1055
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
1 03/31/2021 0859 AMR
87623
1
(TDS) SM 2540C-2011
1 03/31/2021 2151 SJL
87514
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
17
1.0 mg/L 1
TDS
SM 254OC-2011
200
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 15 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-006
Description: MW-04-WG-20210326 Matrix: Aqueous
Date Sampled:03/26/2021 1055
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1826 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1521 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.059
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
0.14
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 16 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-007
Description: MW-5RS-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1050
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
1 03/31/2021 0956 AMR
87623
1
(TDS) SM 2540C-2011
1 03/30/2021 2320 SJL
87388
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
2.3
1.0 mg/L 1
TDS
SM 254OC-2011
210
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 17 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-007
Description: MW-5RS-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1050
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1828 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1525 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.074
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 18 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-008
Description: MW-5RD-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1048
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
1 03/31/2021 1015 AMR
87623
1
(TDS) SM 2540C-2011
1 03/30/2021 2320 SJL
87388
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
4.7
1.0 mg/L 1
TDS
SM 254OC-2011
140
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 19 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-008
Description: MW-5RD-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1048
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1831 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1528 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.096
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 20 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-009
Description: MW-06-WG-20210326 Matrix: Aqueous
Date Sampled:03/26/2021 1145
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
5 03/31/2021 1034 AMR
87623
2
(TDS) SM 2540C-2011
1 04/02/2021 2253 SJL
87837
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
600
5.0 mg/L 1
TDS
SM 254OC-2011
5800
25 mg/L 2
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 21 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-009
Description: MW-06-WG-20210326 Matrix: Aqueous
Date Sampled:03/26/2021 1145
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1834 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1539 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
0.055
0.015
mg/L
1
Barium
7440-39-3
6010D
0.075
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
0.052
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 22 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-010
Description: MW-07-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1656
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
5 03/31/2021 1053 AMR
87623
1
(TDS) SM 2540C-2011
1 03/31/2021 2151 SJL
87514
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
670
5.0 mg/L 1
TDS
SM 254OC-2011
8000
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 23 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-010
Description: MW-07-WG-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1656
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1842 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1543 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
0.080
0.015
mg/L
1
Barium
7440-39-3
6010D
0.092
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
0.16
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 24 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-011
Description: SW-01-WS-20210326 Matrix: Aqueous
Date Sampled:03/26/2021 0951
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
1 03/31/2021 1150 AMR
87623
1
(TDS) SM 2540C-2011
1 03/31/2021 2151 SJL
87514
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
2.0
1.0 mg/L 1
TDS
SM 254OC-2011
55
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 25 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-011
Description: SW-01-WS-20210326 Matrix: Aqueous
Date Sampled:03/26/2021 0951
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1845 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1547 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.031
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 26 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-012
Description: SW-02-WS-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1300
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
1 03/31/2021 1208 AMR
87623
1
(TDS) SM 2540C-2011
1 03/31/2021 2151 SJL
87514
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
2.8
1.0 mg/L 1
TDS
SM 254OC-2011
66
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 27 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-012
Description: SW-02-WS-20210325 Matrix: Aqueous
Date Sampled:03/25/2021 1300
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1847 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1551 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.026
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 28 of 56

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WC27014-013
Description: FD-01-WQ-20210325 Matrix: Aqueous
Date Sampled:03/25/2021
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0
5 03/31/2021 1227 AMR
87623
2
(TDS) SM 2540C-2011
1 04/01/2021 2357 SJL
87676
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
430
5.0 mg/L 1
TDS
SM 254OC-2011
6100
25 mg/L 2
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 29 of 56

Metals
Client: ERM NC, Inc. Laboratory ID: WC27014-013
Description: FD-01-WQ-20210325 Matrix: Aqueous
Date Sampled:03/25/2021
Date Received:03/27/2021
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date Batch
1
7470A
1 03/31/2021 1850 CMS2
03/31/2021 1214 87185
1 3005A
601OD
1 04/01/2021 1554 KSH2
03/31/2021 1039 87208
Parameter
CAS Analytical
Number Method Result Q LOQ Units Run
Arsenic
7440-38-2
6010D
ND
0.015
mg/L
1
Barium
7440-39-3
6010D
0.22
0.025
mg/L
1
Cadmium
7440-43-9
6010D
ND
0.0050
mg/L
1
Chromium
7440-47-3
6010D
ND
0.010
mg/L
1
Lead
7439-92-1
6010D
ND
0.010
mg/L
1
Mercury
7439-97-6
7470A
ND
0.00020
mg/L
1
Selenium
7782-49-2
6010D
ND
0.020
mg/L
1
Silver
7440-22-4
6010D
ND
0.010
mg/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
NO = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Q = Surrogate failure
L = LCS/LCSD failure
S = MS/MSD failure
Page 30 of 56

QC Summary
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 31 of 56

Inorganic non-metals - MB
Sample ID: WQ87388-001 Matrix: Aqueous
Batch:87388
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ Units Analysis Date
TDS
ND
25 mg/L 03/30/2021 2320
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 32 of 56

Inorganic non-metals - LCS
Sample ID: WQ87388-002 Matrix: Aqueous
Batch:87388
Analytical Method: SM 2540C-2011
Spike
Amount Result %Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
TDS 1500 1500 1 97 90-110 03/30/2021 2320
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 33 of 56

Inorganic non-metals - MB
Sample ID: WQ87514-001 Matrix: Aqueous
Batch: 87514
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ Units Analysis Date
TDS
ND
25 mg/L 03/31 /2021 2151
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 34 of 56

Inorganic non-metals - LCS
Sample ID: WQ87514-002 Matrix: Aqueous
Batch: 87514
Analytical Method: SM 2540C-2011
Spike
Amount Result %Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
TDS 1500 1500 1 98 90-110 03/31/2021 2151
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 35 of 56

Inorganic non-metals - Duplicate
Sample ID: WC27014-009DU Matrix: Aqueous
Batch: 87514
Analytical Method: SM 2540C-2011
Sample
Amount Result %RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 5800 5800 1 0.090 20 03/31/2021 2151
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 36 of 56

Inorganic non-metals - MB
Sample ID: WQ87623-001 Matrix: Aqueous
Batch:87623
Analytical Method: 300.0
Parameter Result Q Dil LOQ Units Analysis Date
Sulfate ND 1 1.0 mg/L 03/31/2021 0357
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 37 of 56

Inorganic non-metals - LCS
Sample ID: WQ87623-002 Matrix: Aqueous
Batch:87623
Analytical Method: 300.0
Spike
Amount Result %Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 20 20 1 98 90-110 03/31/2021 0512
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 38 of 56

Inorganic non-metals - MS
Sample ID: WC27014-OO6MS Matrix: Aqueous
Batch:87623
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 17 10 26 1 91 90-110 03/31/2021 0918
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 39 of 56

Inorganic non-metals - MSD
Sample ID: WC27014-OO6MD Matrix: Aqueous
Batch:87623
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec % RPD
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec % RPD Limit Limit Analysis Date
Sulfate 17 10 27 1 92 0.49 90-110 20 03/31/2021 0937
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 40 of 56

Inorganic non-metals - MB
Sample ID: WQ87676-001 Matrix: Aqueous
Batch:87676
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ Units Analysis Date
TDS
ND
25 mg/L 04/01 /2021 2159
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 41 of 56

Inorganic non-metals - LCS
Sample ID: WQ87676-002 Matrix: Aqueous
Batch:87676
Analytical Method: SM 2540C-2011
Spike
Amount Result %Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
TDS 1500 1500 1 97 90-110 04/01/2021 2159
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 42 of 56

Inorganic non-metals - Duplicate
Sample ID: WC27014-001 DU Matrix: Aqueous
Batch:87676
Analytical Method: SM 2540C-2011
Sample
Amount Result %RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 6200 6100 1 0.65 20 04/01/2021 2159
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 43 of 56

Inorganic non-metals - Duplicate
Sample ID: WC27014-013DU Matrix: Aqueous
Batch:87676
Analytical Method: SM 2540C-2011
Sample
Amount Result %RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 6100 6100 1 0.49 20 04/01/2021 2159
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 44 of 56

Inorganic non-metals - MB
Sample ID: WQ87837-001 Matrix: Aqueous
Batch:87837
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ Units Analysis Date
TDS
ND
25 mg/L 04/02/2021 2253
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 45 of 56

Inorganic non-metals - LCS
Sample ID: WQ87837-002 Matrix: Aqueous
Batch:87837
Analytical Method: SM 2540C-2011
Spike
Amount Result %Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
TDS 1500 1500 1 97 90-110 04/02/2021 2253
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 46 of 56

Metals - MB
Sample ID: WQ87208-001 Matrix: Aqueous
Batch:87208 Prep Method: 3005A
Analytical Method: 6010D Prep Date: 03/31/2021 1039
Parameter
Result
Q Dil
LOQ
Units
Analysis Date
Arsenic
ND
1
0.015
mg/L
04/01/2021 1431
Barium
ND
1
0.025
mg/L
04/01/2021 1431
Cadmium
ND
1
0.0050
mg/L
04/01/2021 1431
Chromium
ND
1
0.010
mg/L
04/01/2021 1431
Lead
ND
1
0.010
mg/L
04/01/2021 1431
Selenium
ND
1
0.020
mg/L
04/01/2021 1431
Silver
ND
1
0.010
mg/L
04/01/2021 1431
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 47 of 56

Metals - LCS
Sample ID: WQ87208-002 Matrix: Aqueous
Batch: 87208 Prep Method: 3005A
Analytical Method: 6010D Prep Date: 03/31/2021 1039
Spike
Amount
Result
%Rec
Parameter
(mg/L)
(mg/L) Q
Dil
% Rec
Limit
Analysis Date
Arsenic
0.40
0.39
1
96
80-120
04/01/2021 1435
Barium
2.0
1.9
1
97
80-120
04/01/2021 1435
Cadmium
0.40
0.37
1
93
80-120
04/01/2021 1435
Chromium
2.0
2.0
1
100
80-120
04/01/2021 1435
Lead
0.40
0.38
1
94
80-120
04/01/2021 1435
Selenium
0.40
0.38
1
95
80-120
04/01/2021 1435
Silver
0.40
0.37
1
93
80-120
04/01/2021 1435
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 48 of 56

Metals - MS
Sample ID: WC27014-001 MS
Matrix: Aqueous
Batch:87208
Prep Method: 3005A
Analytical Method: 6010D
Prep Date: 03/31/2021
1039
Sample
Spike
Amount
Amount
Result
%Rec
Parameter
(mg/L)
(mg/L)
(mg/L)
Q Dil
% Rec
Limit
Analysis Date
Arsenic
ND
0.40
0.41
1
103
75-125
04/01/2021 1443
Barium
0.23
2.0
2.1
1
95
75-125
04/01/2021 1443
Cadmium
ND
0.40
0.39
1
97
75-125
04/01/2021 1443
Chromium
ND
2.0
1.9
1
97
75-125
04/01/2021 1443
Lead
ND
0.40
0.37
1
92
75-125
04/01/2021 1443
Selenium
ND
0.40
0.39
1
98
75-125
04/01/2021 1443
Silver
ND
0.40
0.39
1
98
75-125
04/01/2021 1443
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 49 of 56

Metals - MSD
Sample ID: WC27014-001MD
Matrix: Aqueous
Batch: 87208
Prep
Method:
3005A
Analytical Method: 6010D
Prep Date:
03/31/2021 1039
Sample
Spike
Amount
Amount
Result
%Rec
% RPD
Parameter
(mg/L)
(mg/L)
(mg/L)
Q Dil
% Rec % RPD
Limit
Limit
Analysis Date
Arsenic
ND
0.40
0.42
1
106
2.1
75-125
20
04/01/2021 1454
Barium
0.23
2.0
2.2
1
96
1.5
75-125
20
04/01/2021 1454
Cadmium
ND
0.40
0.40
1
99
1.5
75-125
20
04/01/2021 1454
Chromium
ND
2.0
2.1
1
103
6.6
75-125
20
04/01/2021 1454
Lead
ND
0.40
0.37
1
93
1.1
75-125
20
04/01/2021 1454
Selenium
ND
0.40
0.41
1
102
4.3
75-125
20
04/01/2021 1454
Silver
ND
0.40
0.40
1
101
2.8
75-125
20
04/01/2021 1454
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 50 of 56

Metals - MB
Sample ID: WQ87185-001 Matrix: Aqueous
Batch: 87185 Prep Method:
Analytical Method: 7470A Prep Date: 03/31/2021 1214
Parameter Result Q Dil LOQ Units Analysis Date
Mercury ND 1 0.00020 mg/L 03/31/2021 1736
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 51 of 56

Metals - LCS
Sample ID: WQ87185-002 Matrix: Aqueous
Batch: 87185 Prep Method:
Analytical Method: 7470A Prep Date: 03/31/2021 1214
Spike
Amount Result %Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Mercury 0.0020 0.0020 1 99 80-120 03/31/2021 1743
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 52 of 56

Chain of Custody
and
Miscellaneous Documents
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 53 of 56

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106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 54 of 56
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Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 54 of 56

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Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 55 of 56

PACE ANALYTICAL SERVICES, LLC
Samples Receipt Checklist (SRC) (MEIDIDUC-15) Revised:9f20j=-O
P ce+�1�'k bW'7J Is�uingAuthority: Paoe =NV- VKO_ Pago 1 of 1
Sample receipt Checklist (SRC}
tient: e1w Cooler ImpmtedLvy?date' h'.E:[ { IV17fW21 ].nth' WC 7C[4
Meaii3ofrece0_ j P._ce Client Lj UPS L/j F=ff-.,x Orhur; -
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5.6 i 5.6 to KA l NA uO NA. i NA oC NA f NA oj-
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O_K�
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10. TYL: LLII 4unUicwr IAul infurmttiion (ID, data time) agree with the -COC.'?
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Yes
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❑ Yes
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12. Dic, all €araplt,s arrive in tlrr pruper tantainers for eaeh rest wndi or in guwJ avndil:ion
(unhrokr-3, lids on, cry )?
O Yes
ENo
13. Was ade uate sainple volume vaililablO
F4 Yes
No
14. W= all samples received williin 'ii the hoUne time or 0 hour's, whichever 4 U=cs first$
F-Iycsl
VJ No
15. Wcm ally saniples oantainers Lr_i3singlext s (cMe cme) ,ari qln Not. 1iL ted "u" C OC?
16, For V(}A :end RSK-175 samples, were bubbles lt1 ill dla:rle4er)
in "y ofthce VOA vial.V
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TosiduaJ ch:odna?
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20 were C.I m r Tmrks!rCQUests [I.e, requested dilutions. MS,MSD designations, e[-c_,_Yes�
oOM17L framoribed fron the COC into the comment secliu,i ii r LIMS7
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'NDI
Ill.WiGt!te quotenumber Astedor_ the conttiiHet Ia1se171rytm,Qunl-a4NL-v
Sankple
IyxES rwAtioil 14'ILLSt coUil}Iexd FOr any Salllple(s') 13340riW* ln+eseMor'.vidt hCadgaM)
Sample(i)YA were received inca7ndy pmseaved aLid were adjusted accordingly
in sample- rec,-j0ng wish Nh mT. of (:irrlo ono, 1-7SC d, FIN03, HC1, Naf)H using SKV
Time rtfpqrne:rvoicn hA If more 1iaii one pt-eEervanye is needed, please noo in die comment* below_
S atnple(s) NA were received with bLibbtes >6 mm in d=amet EL
._,,..r_ wcrc recaMA with TR-C > 1},5 ir,C'i. (If il•19 is use) and wcrz
adjusted accr+rd:l1�l in sample remiving with podium thiwulfate [Na�S.O.,) with Shealy TD; NA
SR hiruulc Inhcls ipplicrl by: MEH Darr: Y=021
COL71_ller_15: Air brll ctcra'amie
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 56 of 56

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