6301_MooreCoMSWLF_GWMR_20170329

SECOND SEMI-ANNUAL 2016
SAMPLING EVENT
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina

Submitted To:

Moore County Public Works
5227 Hwy 15-501
Carthage, NC, 28327 USA

Submitted By: Golder Associates NC, Inc.
5B Oak Branch Drive
Greensboro, NC. 27407 USA

March 2017 0739-615016.100
WATER QUALITY MONITORING REPORT

Golder Associates NC, Inc.
5B Oak Branch Drive
Greensboro, NC 27407 USA
Engineering Lic. No. C-2862/Geology Lic. No. C-399
Tel: [phone] Fax: [phone] www.golder.com
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation

March 29, 2017 0739-615016.100
Ms. Jackie Drummond, Hydrogeologist
Department of Environmental Quality
Division of Waste Management
Solid Waste Section
2090 US Highway 70, Swannanoa, NC 28778
[phone]
RE: WATER QUALTITY MONITORING REPORT, 2ND SEMI-ANNUAL 2016 SAMPLING EVENT
MOORE COUNTY LANDFILL, PERMIT NO. 63-01
MOORE COUNTY, NORTH CAROLINA
Dear Jackie:

On behalf of Moore County, Golder Associates NC, Inc. (Golder) is submitting the enclosed Water Quality
Monitoring Report (Report), which documents the results of the November 30 – December 2, 2016,
compliance and corrective action monitoring event at the Moore County Landfill located in Aberdeen,
North Carolina.

Groundwater samples collected from detection monitoring wells (i.e., active C&D monitoring wells) during
the November 2016 event were analyzed for North Carolina Appendix I volatile organic compounds
(VOCs) and Resource Conservation and Recovery Act (RCRA) metals. Groundwater samples collected
from monitored natural attenuation (MNA) monitoring wells were analyzed for NC Appendix I VOCs,
RCRA metals, and an approved suite of MNA parameters. A private water supply well located north of
the landfill at the Blake residence (an adjacent property) and three surface water samples were sampled
and analyzed for NC Appendix I VOCs and RCRA metals.

As presented, one inorganic constituent (arsenic) was detected at concentrations above the Solid Waste
Section Limit (SWSL) and groundwater protection standard (NC 2L Standard) in samples from one or
more downgradient monitoring wells during the November 2016 sampling event as it has been during
previous sampling events. Based on statistical evaluation, the original arsenic concentrations in MW-6,
MW-9, MW-11S, MW-14, MW-15 and MW-16S represented significantly significant increases (SSIs) over
the facility’s background concentration. To verify the SSIs of arsenic, Golder requested that the laboratory
reanalyze samples from each of these monitoring wells. The reanalysis was performed within the
laboratory prescribed hold time. The results of the reanalysis confirmed concentrations above the
statistical background concentration in samples from MW-9 and MW-15; the other aforementioned
arsenic concentrations did not confirm and are suspected to be due to laboratory error and or
interferences. During the November 2016 sampling event a dissolved metals sample was collected from
MW-15 due to elevated turbidity levels. The dissolved sample for MW-15 was analyzed for arsenic by the
laboratory during the reanalysis process and yielded an arsenic concentration below the facility statistical
background concentration.

To further evaluate the SSI of arsenic in monitoring well MW-9, the well was re-sampled on
February 9, 2017. During the verification event, total and dissolved (i.e., field filtered) samples were
collected for analysis of total and dissolved arsenic. Arsenic was again detected at concentrations
exceeding the facility statistical background concentration in the total and dissolved samples from MW-9.
In addition to the groundwater samples collected from MW-9 during the February 2017 resample event,
four (4) soil samples were collected various upgradient locations across the landfill property (shown on
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Table of Contents
COVER LETTER
1.0 INTRODUCTION .............................................................................................................................. 1
1.1 Site Description and Background ................................................................................................. 1
1.2 Compliance Monitoring History .................................................................................................... 2
1.3 Hydrogeologic Setting .................................................................................................................. 3
2.0 FIELD PROGRAM, MONITORING RESULTS AND DISCUSSION ................................................ 4
2.1 Visual Inspection Program ........................................................................................................... 4
2.2 Well Network and Groundwater Elevation Measurements .......................................................... 4
2.3 November 2016 Groundwater and Surface Water Monitoring Event .......................................... 5
2.4 February 2017 Groundwater Verification and Soil Sampling Event ............................................. 6
2.5 Laboratory Analysis Program ....................................................................................................... 6
2.6 November 2016 Compliance Sampling Results .......................................................................... 6
2.7 February 2017 Groundwater Verification and Soil Sampling Results .......................................... 7
3.0 LABORATORY AND FIELD QA/QC ................................................................................................ 7
4.0 DATA EVALUATION ........................................................................................................................ 8
4.1 North Carolina Groundwater and Surface Water Quality Standard Comparisons ....................... 8
4.2 Statistical Evaluations .................................................................................................................. 8
4.3 February 2017 Arsenic Alternate Source Demonstration ............................................................ 9
4.4 Monitored Natural Attenuation Evaluation ................................................................................... 9
5.0 CONCLUSIONS ............................................................................................................................. 11
6.0 REFERENCES ............................................................................................................................... 11

List of Tables
Table 1 Summary of Historical Groundwater Elevation Data
Table 2 Summary of Estimated Horizontal Flow Velocities
Table 3 Summary of Well Construction Information
Table 4 Summary of Historical Groundwater Monitoring Results
Table 5 Summary of Historical Groundwater Field Parameters
Table 5 Summary of Historical Surface Water Monitoring Results
Table 6 Summary of Historical Surface Water Field Parameters
Table 8 Summary of Total Volatile Organic Compounds in Monitoring Wells during the November
2016 Sampling Event
Table 9 Summary of Monitored Natural Attenuation Parameters
List of Drawings
Drawing 1 Groundwater Surface Contour Map, November 30, 2016
Drawing 2 Total VOC Isoconcentration Map, November 30 – December 2, 2016

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List of Appendices
Appendix A Groundwater and Surface Water Sampling Logs
Appendix B Groundwater and Surface Water Certificate-of-Analysis, Chain-of-Custody Forms and
Laboratory Data Review
Appendix C Statistical Evaluation Worksheets & Summary Table
Appendix D Soil Sample Summary and Stream Sediment Data
Appendix E EPA Natural Attenuation Screening Protocol Forms and Plots, MNA Evaluation Table,
and BIOCHLOR MNA Analysis for November 2016 Sampling Event

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1.0 INTRODUCTION
This report summarizes the monitoring results from the second semi-annual 2016 water quality monitoring
event at the Moore County Landfill conducted November 30 – December 2. The Moore County Landfill is
comprised of two waste disposal areas: the closed Municipal Solid Waste (MSW) Landfill located on the
eastern side of the facility and the active Construction and Demolition (C&D) Landfill located on the
western side of the facility. Due to groundwater impacts from volatile organic compounds (VOCs) at the
closed MSW landfill, the facility is in a voluntary corrective action program [i.e., Monitored Natural
Attenuation (MNA)] and monitors water quality in accordance with Title 15A of the North Carolina
Administrative Code (NCAC) 13B.0601 and in accordance with the facility’s approved modified Water
Quality Monitoring Plan (WQMP). The facility is maintained by the County under Permit No. 63-01 issued
by the NC Department of Environment Quality (DEQ, formerly Department of Environment and Natural
Resources).
1.1 Site Description and Background
The location of the facility is shown in the inlay on Drawing 1. The Moore County Landfill is located in the
southwestern part of the Moore County between the towns of Pinehurst and Aberdeen, North Carolina.
Access to the site is from State Highway 5, located east of the facility.
The facility is bound to the west by Horse Creek and to the north and south by unnamed tributaries of
Horse Creek. The location of these surface water features are shown on Drawing 1. A power-line right-
of-way transects the property and represents the eastern boundary of the closed MSW waste disposal
area.
As presented on Drawing 1, topographic surface elevations at the facility range from approximately 460
feet above mean sea level (AMSL) along the eastern portion of the closed MSW landfill, to approximately
350 feet AMSL in the southwestern portion of the facility. The site is surrounded predominantly by
wooded, agricultural, or rural residential properties.
The Moore County Landfill comprises approximately 314 acres and contains a closed, unlined MSW unit,
an active C&D unit, and several closed Land Clearing & Inert Debris (LCID) units. In conjunction with
Moore County, Republic Services of NC, LLC operates a solid waste transfer station located on the
southwestern portion of the property. The MSW accepted waste from approximately 1968 to 1993 and
was closed prior to October 1993, with final closure approval in December 1996; the County expressed
their intent to comply with post-closure monitoring regulations in January 1997. The MSW area
encompasses approximately 60 acres, 12 of which have a clay cap. The County began transferring MSW
waste in 1993. The County temporarily stockpiled C&D waste from approximately 1993 to 1996, until the
current landfill was permitted and built (HDR, 2005).

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1.2 Compliance Monitoring History
The first water quality monitoring event at the facility was conducted in June 1987 on five monitoring wells
(MW-1 through MW-5). These wells are downgradient of the current C&D facility. Wells MW-6 through
MW-9 were added in March 1995 to monitor the area between the MSW and C&D facilities.
Although the facility is currently monitored under title 15A NCAC 13B.600 Rules, groundwater corrective
action was initiated voluntarily due to concerns of off-site migration. Concerns of off-site migration were
first expressed by the NC DEQ in January 1996. A private water supply well at the Blake residence (PW-
1), located upgradient of the facility, was added to the monitoring network in 1996, along with upstream
and downstream surface water monitoring points (SW-2 and SW-1). Additional monitoring wells were
installed in September 1996 in an effort to delineate the contamination detected in the other site wells,
and to serve as monitoring points for the C&D facility. These wells include MW-11S/D, MW-12S/D, MW-
13S/D, and MW-14. Monitoring wells MW-16S/D were later installed to replace MW-12S/D during an
expansion of the C&D facility.
In December 1999 a work plan was submitted to NC DEQ by HDR Engineering Inc. of the Carolinas
(HDR) to address off-site migration concerns. The work plan was initiated in March 2000 and water
quality assessment activities commenced. A confining unit was identified at depth, which was reported to
limit vertical groundwater contamination. In January 2005, NC DEQ requested that Moore County
complete an Assessment of Corrective Measures (ACM) and select a remedy in accordance with 15A
NCAC 2L .0106. HDR submitted the ACM in July 2005 with MNA as the primary proposed remedy with a
contingency plan for active Landfill Gas (LFG) remediation if increasing trends in VOCs were observed in
groundwater. NC DEQ approved the recommendations in the ACM on November 21, 2005; however,
they did not require a public hearing, as this was not required for this facility under the applicable
regulations (HDR, 2005). In 2005, a trenching and venting network consisting of a trench and 12 passive
LFG vents were installed to address LFG concerns; this network was expanded via 12 additional LFG
vents in 2007. Three in-waste passive gas vents (GV-30, GV-31, and GV-32) were installed in February
2014 as part of the Contingency Plan Update and Implementation Plan-Revised approved by NC DEQ on
June 5, 2013.
A revised Water Quality Monitoring Plan was prepared in July 2006 and approved October 13, 2006, by
NC DEQ. This Plan includes monitoring of NC Appendix I VOCs and RCRA metals for all groundwater
and surface water monitoring points, as well as “performance monitoring” (i.e., MNA) parameters for
selected wells. In a letter from the NC DEQ dated April 18, 2008, Moore County received permission to
eliminate hydrogen, carbon dioxide, and volatile fatty acids from the semi-annual monitoring list, and
complete groundwater modeling annually. This letter also specified that the County will collect the full
suite of “performance monitoring parameters” in April and October 2011, and present a MNA Corrective
Action Evaluation Report (CAER) after completion of the October 2011 sampling event. The CAER was

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submitted in May 2012 and NC DEQ granted the County permission to continue MNA for another five
year period at the end of which the County is required to submit another CAER (after the 2016 sampling
events). In order to better assess surface water quality and potential offsite plume migration at the site
two additional surface water points (SW-3 and SW-4) were added to the compliance monitoring network
upon approval of the CAER in May 2012. The County is currently preparing the CAER for the 2012 –
2016 compliance events.
1.3 Hydrogeologic Setting
The facility is located in the inner Coastal Plain Physiographic Province of North Carolina. The geologic
units of this region are relatively young, dating from the Cretaceous to the Tertiary period (NCGS, 1985).
The site is underlain by sands, silts, and clays of the Middendorf Formation, which generally consist of
intercalated, lenticular, thick-bedded, light-colored sands and clays (mudstones) with local concentrations
of clay-clast conglomerates (see Figure 2) (NCGS, 1985 and Sohl, Norman, and James, 1991).
The uppermost groundwater beneath the facility is present in a shallow, unconfined aquifer comprised of
sands mixed with thin clay seams and larger seams of fine sand. The uppermost aquifer at the site is
approximately 55 feet thick and underlain by a clay confining layer (HDR, 2005). Groundwater occurs at
depths varying from approximately 5 to 38 feet below ground surface across the entire site.
Measurements of groundwater elevations obtained during the November 2016 monitoring event are
summarized in Table 1 and were used to prepare a groundwater surface contour map presented on
Drawing 1.
Surface water and groundwater at the site generally flows to the west and southwest toward Horse Creek,
which is located along the western property boundary. Limited surface water and groundwater flows to
the north and south to unnamed tributaries of Horse Creek located along the northern and southern
property boundaries.
Based on the November 30, 2016, groundwater surface contour map, the hydraulic gradient in the
shallow aquifer underlying the site as measured along the conceptual flow path shown on the contour
map was calculated to be approximately 0.019 feet per foot. Groundwater velocities were calculated
using a hydraulic conductivity of 5.59E-3 centimeters per second (cm/s), which is the average of the
hydraulic conductivities calculated from slug tests from the facility. An effective porosity of 0.35 was
selected for the shallow aquifer at the site based on typical effective porosity values for similar soil types
(HDR, 2005). The groundwater surface contour map and interpreted flow directions are generally
consistent with previously submitted interpretations for this facility.
Using the above values, the estimated rate of groundwater flow for the uppermost aquifer beneath the
facility was calculated using the following modified Darcy equation:

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Vgw = Ki/ne
where Vgw = average linear velocity (feet/year), K = hydraulic conductivity (feet/year), i = horizontal
hydraulic gradient, and ne = effective porosity.
The average estimated linear groundwater flow velocity under the waste management units is
approximately 308 feet/year, which is consistent with previous estimates (Table 2). The range of
groundwater flow is expected to vary depending on topographic and hydrogeologic conditions. The linear
velocity equation above makes the simplified assumptions of a homogeneous and isotropic aquifer.
Therefore, this equation represents a likely average value for the uppermost aquifer and does not account
for heterogeneous and/or anisotropic conditions that may be present in the uppermost aquifer at the
facility.
2.0 FIELD PROGRAM, MONITORING RESULTS AND DISCUSSION
Field activities conducted for the November 2016 sampling event are discussed in the following sections.
2.1 Visual Inspection Program
In order detect a potential release at the earliest possible time; the visual inspection program is used at
the Moore County closed MSW and active C&D Landfills by the sampling personnel. This program
includes physical indicators such as potential water table mounding beneath the waste management unit,
physical examination of any stresses in biological communities, visible signs of leachate migration (i.e.,
leachate seeps), unexplained changes in soil characteristics, and any other change to the environment
due to the waste management unit. During the November 2016 compliance monitoring event, no physical
indicators of a potential release were observed in the vicinity of the waste management areas by the
sampling personnel.
2.2 Well Network and Groundwater Elevation Measurements
The current compliance network of groundwater monitoring wells at the facility consists of 5 detection
monitoring wells (MW-8, MW-11D, MW-13S, MW-13D, and MW-16D) and 12 MNA wells (MW-1, MW-2,
MW-3, MW-4, MW-5, MW-6, MW-7, MW-9, MW-11S, MW-14, MW-15, and MW-16S). Available
monitoring well construction information for all site monitoring wells is summarized on Table 3 and the
well locations are shown on Drawing 1. The well locations were selected to yield groundwater samples
representative of the conditions in the uppermost aquifer underlying the facility; to monitor for potential
releases from the landfill units; and to assess the progress of natural attenuation. As presented, two
upstream (SW-1 and SW-2) and one downstream (SW-3 and SW-4) surface water monitoring points, and
one private water well (PW-1) are also monitored in accordance with the approved monitoring plan.

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Depth-to-water measurements are recorded to the nearest 0.01 foot prior to initiating groundwater purging
and sampling activities. The respective groundwater elevations for this event as well as historical
groundwater elevation data are presented in Table 1.
As presented, recent groundwater elevation data for the monitoring well network indicate that the
hydraulic head level in the uppermost aquifer beneath the facility is fairly consistent, with temporal
variation from the long-term average limited to approximately 3 - 12 feet (plus or minus). The range in
fluctuation appears to be greatest in the side-gradient background well MW-5. The range in fluctuation in
the downgradient compliance wells varies depending on their location, relative to the hydraulic discharge
boundary.
2.3 November 2016 Groundwater and Surface Water Monitoring Event
Personnel from Golder visited the facility from November 30 – December 2, 2016, to purge and sample
the 17 groundwater monitoring wells; to sample the four surface water monitoring points; and to sample
the Blake residence private water well PW-1.
The monitoring wells were purged and sampled using a portable peristaltic or bladder pump and micro-
purge procedures (with the exception of MW-15). During the micro-purging process measurements of
temperature, pH, specific conductivity, turbidity, dissolved oxygen, and oxidation reduction potential
(ORP) were recorded on approximately 2 to 5-minute intervals, depending on the purge rate. In general,
the purge rate for each well was matched to the yield of the monitoring well, as determined by
continuously monitoring the depth to the water, up to a maximum purge rate of 500 milliliters per minute.
Purging was continued until stabilization of the water quality parameters.
Prior to sampling, the laboratory-supplied sample containers were prepared. Each sample container was
labeled with the sample identification number, sampling personnel, date and time of sample collection,
project name and number, and requested chemical analyses. MNA wells were also analyzed for ferrous
iron in the field.
The required groundwater samples were collected directly from the portable pump discharge lines in the
labeled, laboratory-supplied, pre-preserved sample containers after purging was completed based on
stabilization of all water quality parameters. After collection, the samples were placed in a cooler on ice,
under chain-of-custody control. Copies of the sampling logs are presented in Appendix A. Included in
each log is a description of the sampling equipment, method, location, field observations, and water
quality measurements.
The surface water samples were collected directly from the stream, by lowering the sample container into
the stream flow with the bottle opening facing downstream, the bottles were filled carefully to prevent
overflow and to minimize turbidity. Measurements of pH, specific conductivity, temperature, turbidity,

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dissolved oxygen, and oxygen reduction potential were measured directly from the stream and recorded
during the collection of the surface water samples. After collection, the samples were placed in a cooler
on ice, under chain-of-custody control. Copies of the sampling logs are presented in Appendix A.
Included in each log is a description of the sampling equipment, method, location, field observations, and
water quality measurements.
The sample collected from the Blake residence private water well (PW-1) was collected from an outside
spigot at the well house, by allowing the water to purge for approximately 5 minutes before the bottles
were filled. Measurements of pH, specific conductivity, temperature, and turbidity were measured directly
from the spigot flow and recorded during the collection of the sample. After collection, the samples were
placed in a cooler on ice, under chain-of-custody control. A copy of the sampling log is presented in
Appendix A. Included in the log is a description of the sampling equipment, method, location, field
observations, and water quality measurements.
2.4 February 2017 Groundwater Verification and Soil Sampling Event
Golder personnel visited the facility on February 9, 2017 to re-sample MW-9 and verify the concentration
of arsenic in MW-9 detected in the November 2016 sampling event. Sampling techniques were the same
as those described above. In addition to the groundwater samples collected from MW-9, four soil
samples were collected to be analyzed for total arsenic from various locations around the facility (as
shown on Drawing 1). After collection, the samples were placed in a cooler on ice, under chain-of-
custody control for analysis of total and dissolved arsenic. A copy of the sampling log is presented in
Appendix A. Included in the log is a description of the sampling equipment, sampling method, field
observations, location, and water quality measurements.
2.5 Laboratory Analysis Program
The November 2016 groundwater and surface water samples were submitted to Environmental
Conservation Laboratories, Inc. (ENCO) of Cary, North Carolina under chain-of-custody control for
analysis. As presented, groundwater and surface water samples at the facility, including private well
PW-1, were analyzed for NC Appendix I VOCs and RCRA metals. Twelve monitoring wells (MW-1,
MW-2, MW-3, MW-4, MW-5, MW-6, MW-7, MW-9, MW-11S, MW-14, MW-15, and MW-16S) were also
sampled and analyzed for a selected group of MNA parameters. Four surface water monitoring points
(SW-1, SW-2, SW-3, and SW-4) were collected during the November 2016 compliance monitoring event
and were analyzed for NC Appendix I constituents. The samples were received at the laboratory in good
condition and were properly preserved.
2.6 November 2016 Compliance Sampling Results
Analytical results for NC Appendix I VOCs and RCRA metals for the November 2016 groundwater and
surface water samples are summarized in Tables 4 and 6 along with available historical data. A summary

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of groundwater field parameters is included in Table 5 and a summary of surface water field parameters
in included in Table 7. The laboratory certificates-of-analysis, chain-of-custody forms, and laboratory data
reviews for the sampling event are included in Appendix B.
As presented, arsenic and barium were detected above their respective Solid Waste Section Reporting
Limits (SWSLs) in the samples from one or more downgradient monitoring wells during the November
2016 monitoring event. Six NC Appendix I VOCs (acetone; benzene; chlorobenzene;
1,4-dichlorobenzene; cis-1,2-dichloroethene; and vinyl chloride) were detected in samples from one or
more downgradient monitoring wells above the SWSLs. In general, concentrations are consistent with
historical data.
A summary of total VOCs detected in samples from each monitoring well during the November 2016
water quality monitoring event is presented as Table 8. As presented in Table 6, no NC Appendix I
organic or inorganic constituents were detected above the SWSLs in the surface water monitoring points
during this event.
2.7 February 2017 Groundwater Verification and Soil Sampling Results
The verification sample from MW-9 collected on February 9, 2017, was analyzed for total and dissolved
arsenic. The verification samples of total and dissolved arsenic were both detected at concentrations
similar to those detected during the November 2016 sampling event; therefore, the concentration of
arsenic in MW-9 was confirmed.
As presented, four soil samples were collected during the February 2017 verification sampling event.
Quantifiable concentrations of arsenic were detected for three of the four soil samples collected. Arsenic
was detected at an estimated concentration for the fourth soil sample. The soil sample results are
presented in Appendix D of this report.
3.0 LABORATORY AND FIELD QA/QC
A field blank was collected by Golder personnel as part of the November 2016 groundwater and surface
water sampling event. In addition to the field blank, a laboratory-prepared trip blank accompanied the
volatile sample containers for the November 2016 sampling event to and from the laboratory. ENCO
analyzed the field blank for Appendix I VOCs and RCRA metals and the trip blank for Appendix I VOCs.
Reviews of the laboratory data were performed by Golder personnel and are included in Appendix B).
Based on Golder’s data review, no NC Appendix I VOCs were detected in the field blank, method blanks,
or VOC trip blank during the November 2016 sampling event. One RCRA metal, barium, was detected in
the field blank at an estimated concentration of 7.92 micrograms per liter (ug/L). The following barium
concentrations are considered blank-qualified: MW-1, MW-2, MW-3, MW-4, MW-5, MW-7, MW-13S,
MW-13D, MW-14, MW-15, PW-1, SW-1, SW-2, SW-3, and SW-4.

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4.0 DATA EVALUATION
The results of the data evaluations are presented in the following sections.
4.1 North Carolina Groundwater and Surface Water Quality Standard
Comparisons
As presented in Table 4, the concentrations of arsenic in samples from one or more downgradient
monitoring wells were above the SWSL and the NC 2L Water Quality Standard (NC 2L Standard) during
the November 2016 sampling event. Six NC Appendix I VOCs were detected in samples from one or
more downgradient monitoring wells at concentrations above the SWSLs. Of these VOCs, the
concentrations of benzene (MW-6, MW-7, MW-8, MW-9, MW-11S, MW-11D, MW-14, and MW-15) and
vinyl chloride (MW-6, MW-7, MW-11S, MW-11D, and MW-14) exceeded their respective NC 2L
groundwater standards (NC 2L Standard), as they have during many previous events. The
concentrations of vinyl chloride in samples from MW-8, MW-13S, MW-15, MW-16S and MW-16D and the
concentration of tetrachloroethene in samples from MW-11D were also detected above the NC 2L
Standard but were detected at estimated concentrations below the SWSL. There were no detections of
NC Appendix I VOCs in the surface water samples above SWSLs or applicable standards during the
November 2016 sampling event.
4.2 Statistical Evaluations
As presented, arsenic was detected above its respective SWSL and NC 2L Standard in the samples from
downgradient monitoring wells MW-6, MW-9, MW-11S, MW-14, MW-15, and MW-16S during the
November 2016 water quality monitoring event. The arsenic concentrations at MW-6, MW-9, MW-11S,
MW-14, MW-15, and MW-16S were statistically evaluated to determine if the reported concentrations
exceeded the facility background concentration and to evaluate if the source of the arsenic is naturally
occurring. The summary of statistical analysis and statistical worksheets are presented as Appendix C.
Based on statistical evaluations, the arsenic concentrations at these locations represented statistically
significant increases (SSIs) over the facility background concentration.
To verify the SSIs of arsenic, Golder requested that the laboratory re-analyze the samples from MW-6,
MW-9, MW-11S, MW-14, MW-15, and MW-16S. The results of the reanalysis confirmed concentrations
above the statistical background concentration in samples from MW-9 and MW-15; the other
aforementioned arsenic concentrations did not confirm and are suspected to be due to laboratory error
and or interferences. Due to elevated turbidity levels during the November 2016 sampling event a field-
filtered dissolved metals sample was collected from MW-15. In response to the elevated concentration of
arsenic in MW-15, Golder requested that the laboratory analyze the field-filtered sample for arsenic. With
the exception of MW-9, the reanalysis of total and dissolved arsenic from the November 2016 sampling
event resulted in concentrations below the facility statistical background concentration (as presented in
Appendix C) and are interpreted to be naturally occurring.

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4.3 February 2017 Arsenic Alternate Source Demonstration
A literature search of arsenic concentrations in soils and stream-sediment was conducted to provide
additional evidence that the source of arsenic in samples from MW-9 are naturally occurring. Data
presented in the November 2003 United States (US) Environmental Protection Agency (EPA) document
“Guidance for Developing Ecological Soil Screening Levels” indicate that arsenic concentrations in NC
soils represent a substantial naturally occurring source in local soil that would account for the
concentrations detected in groundwater samples from MW-9. This document presents mean soil metal
background soil concentrations for each state, including NC, in milligrams per kilogram (mg/kg). The
mean concentration of arsenic in NC is 4.8 mg/kg (equivalent to 4,800 parts per billion [ppb]), which would
account for the concentrations detected in groundwater samples from MW-9.
The United States Geological Survey (USGS) National Geochemical Survey Database is a collection of
stream sediment data from across the US. This database was used to locate 10 stream sediment
samples collected approximately between 10 to 15 miles from the Moore County Landfill. Arsenic
concentrations from the nearby stream sediment samples ranged from non-detect to 47 parts per million
(ppm) (equivalent to 47,000 ppb), with a mean concentration of 7.7 ppm (equivalent to 7,700 ppb). When
compared directly to the statewide data presented above by the US EPA, the area surrounding the Moore
County Landfill is above average with regard to soil and sediment arsenic concentrations. These
concentrations of arsenic in sediment would account for the concentrations detected in groundwater
samples from MW-9.
Summary tables from each of the above-referenced geochemical studies are included in Appendix D for
reference. Based on the soil and stream-sediment metal data presented above, the arsenic
concentrations reported in groundwater samples from MW-9 are within natural background
concentrations.
As presented above, to further confirm the naturally occurring arsenic at the site, four soil samples were
collected from various upgradient locations across the facility (as shown on Drawing 1). Each of the four
soil samples collected exhibited concentrations of arsenic above the laboratory detection limit. Arsenic
was detected at all four locations. While not directly comparable to the concentrations of arsenic in
groundwater at the facility, the results of on-site soil testing show that arsenic occurs naturally in soils at
the site. Therefore, future arsenic trends will continue to be monitored; however, based on the data
presented herein, arsenic in MW-9 is believed to be naturally occurring and no further action is warranted
at this time.
4.4 Monitored Natural Attenuation Evaluation
A series of monitoring wells within the total VOCs plume on Drawing 2 were selected for a performance
evaluation of MNA processes. Historically, monitoring wells MW-4, MW-6, MW-11S, and MW-15 have

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been used since they form a relatively straight line, situated approximately parallel to groundwater flow
(Drawing 1) and correlate with the study performed by HDR in the Water Quality Monitoring Plan (2006).
The November 2016 analytical data for these wells were evaluated using the Environmental Protection
Agency (EPA)’s natural attenuation screening protocol (1999).
Based on the EPA’s screening protocol, monitoring wells MW-6, MW-11S, MW-15 received scores
greater than 20, which indicates strong evidence for anaerobic biodegradation of chlorinated organics
(EPA, 1999). Monitoring well MW-4 received a score of 19, which indicates there is adequate evidence
for anaerobic biodegradation of chlorinated organics. The MNA evaluation worksheets and natural
attenuation screening protocol forms are included in Appendix E.
Based on the results of the screening protocol, there is evidence that natural attenuation is occurring at
the site; therefore, modeling was performed on the November 2016 data to simulate remediation by
natural attenuation using a screening model called BIOCHLOR (EPA, 2000). Monitoring wells MW-4,
MW-6, MW-11S, and MW-15 were used in the model. Modeling parameters for advection, dispersion,
and modeled area were the same as previous models performed for the site, so that model results could
be compared. A 48-year simulation period was selected for the model, representing the time at which
waste was first placed in the landfill (the original source). The November 2016 results represent current
conditions at the facility and therefore, the model was calibrated to the current sample results by adjusting
the biotransformation data within a prescribed range specified by literature values within the BIOCHLOR
program. Once the model was calibrated a forecasted model was created by changing the simulation
period to 100 years to assess the size of the contaminant plume in the future. BIOCHLOR generates
plots that compare concentrations of tetrachloroethene (PCE), trichloroethene (TCE), dichloroethene
(DCE), and vinyl chloride (VC) over time with no degradation to concentrations where sequential 1st order
decay is occurring. The plots are provided in Appendix E. The centerline plots can be used to forecast
the contaminant plume size over time.
Because PCE and TCE were not detected in samples from downgradient monitoring wells MW-4, MW-6,
MW-11S and MW-15 during the November 2016 monitoring event, the BIOCHLOR model could not be
calibrated; however, the absence of PCE and TCE in these downgradient samples could be considered
evidence of biodegradation. The concentration of DCE in the samples from MW-4, MW-6, MW-11S, and
MW-15 plots on or below the 1st order sequential decay curve. In both samples, the cis-1,2-DCE variety
was the prominent form of DCE indicating that the detections represent daughter products of TCE. The
centerline plot for VC shows concentrations in samples from MW-6, MW-11S, and MW-15 plot below the
1st order sequential decay curve. The results from these plots indicate that natural attenuation is
occurring at the site and that as long as conditions at the site continue to be strongly anaerobic,
biodegradation will likely continue. According to the current data, it is likely that the plume size has
stabilized, as indicated by the BIOCHLOR model. There is evidence that more aerobic conditions exist in
the monitoring well furthest from the contaminant plume (MW-4). These more aerobic conditions in the

March 2017 11 0739-615016.100

furthest downgradient well will not likely impact the MNA at the site as VC and possibly DCE can both
degrade co-metabolically and can be directly oxidized to carbon dioxide under aerobic conditions (EPA,
2000).
5.0 CONCLUSIONS
Based on the results summarized herein, Moore County Landfill will continue monitoring the uppermost
aquifer beneath this facility in accordance with Title 15A of the North Carolina Administrative Code
(NCAC) 13B .0601, in accordance with the facility’s approved modified Water Quality Monitoring Plan,
and in accordance with the changes proposed in the 2012 CAER. The next semi-annual water quality
monitoring event is tentatively scheduled for April 2017. At the request of NC DEQ dated March 14,
2016, the County submitted an alternate source demonstration (ASD) to determine the source of
constituents of concern detected at the active C&D facility on February 28, 2017. The County will submit
the next CAER prior to the second semi-annual event for 2017.
6.0 REFERENCES
HDR Engineering, Inc. of the Carolinas (HDR), June 2005, Assessment of Corrective Measures Report;
Moore County Landfill.
HDR, July 2006, Water Quality Monitoring Plan; Moore County Landfill.
North Carolina Geologic Survey, 1985, Geologic Map of North Carolina.
NC DEQ, August 26, 2016, Geochemical Atlas of NC. https://deq.nc.gov/about/divisions/energy-mineral-
land-resources/north-carolina-geological-survey/mineral-resources/geochemical-atlas-of-
nc#maps
Pippin, Charles, et. al., October 3, 2003, Distribution of Total Arsenic in Groundwater in the North
Carolina Piedmont, Department of Environment and Natural Resources, Groundwater Section,
Resource Evaluation Program Mooresville Regional Office

Sohl, Norman F. and James P. Owens, 1991, Cretaceous Stratigraphy of the Carolinas Coastal Plain.
The Geology of the Carolinas, pages 191-220.
United States Environmental Protection Agency (EPA), September 1999, Technical Protocol for
Evaluating Natural Attenuation of Chlorinated Solvents in Ground Water. EPA/800/R-98/128.
EPA, January 2000, Biochlor; Natural Attenuation Decision Support System, User Manual, Version 1.0.
EPA/600/R-00/008.
USGS, Schweitzer, Peter, September 3, 2014. National Geochemical Survey Database.
http://mrdata.usgs.gov/geochemistry/ngs.html

G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Draft\DRAFT Moore County 2nd Semi-Annual WQMR 2016.docx

TABLES
March 2017 Page 1 of 1 0739615016
TOC Elevation
(ft AMSL)
03/05/90 382.00 --368.00 --358.00 --361.00 --377.00 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
03/12/91 381.90 --368.30 --358.30 --349.40 --377.10 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
03/10/92 380.90 --366.60 --357.30 --359.70 --376.10 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
04/13/93 382.86 --369.08 --359.00 --361.39 --378.41 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI10/12/93 379.47 --365.97 --356.66 --358.57 --375.60 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
04/20/94 380.87 --366.96 --357.43 --359.69 --376.53 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
05/20/94 380.79 --367.00 --357.55 --359.86 --376.53 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
10/24/94 380.62 --366.73 --357.53 --359.81 --376.40 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI03/13/95 --------------------389.69 --387.32 --384.68 --383.85 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
04/20/95 381.27 --367.39 --357.77 --359.94 --377.11 --388.66 --385.99 --383.30 --383.13 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
09/22/95 380.95 --366.89 --357.28 --359.35 --376.31 --387.85 --384.75 --382.23 --382.35 --NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
03/28/96 381.79 11.08 367.75 7.75 358.16 5.66 360.25 5.94 377.30 9.31 388.65 17.21 385.85 16.16 383.37 14.48 383.05 23.01 NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI10/29/96 381.90 10.97 368.18 7.32 358.15 5.67 360.45 5.74 377.57 9.04 389.12 16.74 386.50 15.51 384.04 13.81 383.48 22.58 372.47 9.87 373.57 9.48 376.32 12.56 375.59 12.45 384.49 16.09 399.31 32.02 NI NI NI NI
04/08/97 381.79 11.08 367.84 7.66 358.10 5.72 360.16 6.03 377.30 9.31 388.90 16.96 386.22 15.79 383.73 14.12 383.25 22.81 371.74 10.60 372.84 10.21 375.35 13.53 374.60 13.44 383.93 16.65 398.66 32.44 NI NI NI NI
10/29/97 381.18 11.69 367.15 8.35 357.67 6.15 359.92 6.27 376.11 10.50 387.84 18.02 384.71 17.30 382.64 15.21 382.27 23.79 370.98 11.36 372.17 10.88 374.68 14.20 373.82 14.22 382.61 17.97 397.71 33.39 NI NI NI NI
04/30/98 382.95 9.92 368.81 6.69 358.69 5.13 360.89 5.30 378.37 8.24 389.90 15.96 388.14 13.87 385.83 12.02 384.40 21.66 372.92 9.42 373.96 9.09 377.17 11.71 376.36 11.68 385.43 15.15 399.99 31.11 NI NI NI NI10/14/98 381.82 11.05 367.43 8.07 357.73 6.09 360.29 5.90 376.88 9.73 388.23 17.63 385.36 16.65 383.04 14.81 382.63 23.43 371.89 10.45 372.17 10.88 375.21 13.67 374.28 13.76 382.97 17.61 398.23 32.87 NI NI NI NI04/27/99 381.75 11.12 367.65 7.85 358.16 5.66 359.91 6.28 377.01 9.60 388.55 17.31 385.83 16.18 383.22 14.63 383.09 22.97 371.31 11.03 372.53 10.52 374.87 14.01 374.14 13.90 383.50 17.08 398.33 32.77 NI NI NI NI
10/21/99 382.81 10.06 368.29 7.21 358.54 5.28 361.18 5.01 377.46 9.15 388.81 17.05 386.23 15.78 385.10 12.75 383.22 22.84 372.26 10.08 373.44 9.61 376.64 12.24 375.70 12.34 383.97 16.61 398.38 32.72 NI NI NI NI
04/19/00 382.01 10.86 367.89 7.61 358.07 5.75 360.35 5.84 376.10 10.51 388.60 17.26 385.92 16.09 383.62 14.23 383.14 22.92 371.57 10.77 372.71 10.34 375.47 13.41 374.60 13.44 383.53 17.05 408.2*22.90 NI NI NI NI10/19/00 381.01 11.86 367.00 8.50 357.29 6.53 359.70 6.49 376.28 10.33 387.55 18.31 384.43 17.58 381.65 16.20 382.11 23.95 370.78 11.56 371.93 11.12 373.50 15.38 372.66 15.38 382.31 18.27 397.21 33.89 NI NI NI NI04/10/01 381.55 11.32 367.51 7.99 358.09 5.73 359.96 6.23 376.72 9.89 387.94 17.92 385.48 16.53 382.73 15.12 382.40 23.66 370.73 11.61 372.00 11.05 374.02 14.86 373.26 14.78 382.76 17.82 396.99 34.11 NI NI NI NI
10/11/01 380.37 12.50 366.46 9.04 356.93 6.89 359.34 6.85 375.50 11.11 386.59 19.27 383.40 18.61 380.31 17.54 381.35 24.71 370.13 12.21 371.30 11.75 372.52 16.36 371.87 16.17 381.39 19.19 395.47 35.63 NI NI NI NI
04/18/02 380.75 12.12 366.97 8.53 357.63 6.19 355.57 10.62 367.67 18.94 386.92 18.94 384.23 17.78 381.34 16.51 382.81 23.25 370.43 11.91 371.51 11.54 372.99 15.89 372.33 15.71 381.84 18.74 ----NI NI NI NI10/08/02 379.89 12.98 365.87 9.63 356.21 7.61 358.88 7.31 374.63 11.98 385.52 20.34 382.71 19.30 379.60 18.25 380.70 25.36 369.51 12.83 370.83 12.22 371.37 17.51 370.83 17.21 380.59 19.99 ----NI NI NI NI04/09/03 382.98 9.89 368.50 7.00 356.33 7.49 361.18 5.01 377.15 9.46 388.87 16.99 387.01 15.00 384.81 13.04 383.55 22.51 371.50 10.84 372.74 10.31 376.01 12.87 375.19 12.85 383.97 16.61 397.83 33.27 NI NI NI NI
10/13/03 381.87 11.00 367.68 7.82 357.67 6.15 359.78 6.41 376.86 9.75 388.65 17.21 386.26 15.75 383.85 14.00 383.37 22.69 371.35 10.99 ----374.90 13.98 ----391.58*9.00 398.33 33.27 366.41 19.59 366.25 19.85
04/26/04 381.46 11.41 367.19 8.31 357.31 6.51 359.25 6.94 376.36 10.25 388.15 17.71 385.09 16.92 382.50 15.35 382.75 23.31 370.51 11.83 371.78 11.27 373.57 15.31 371.80 16.24 382.67 17.91 397.85 33.25 365.26 20.74 365.10 21.00
10/25/04 381.21 11.66 367.11 8.39 357.14 6.68 359.21 6.98 376.01 10.60 387.86 18.00 384.81 17.20 382.31 15.54 382.96 23.10 368.45 13.89 ----376.53 12.35 ----382.55 18.03 397.54 33.56 365.44 20.56 ----04/04/05 381.68 11.19 367.55 7.95 357.73 6.09 359.84 6.35 376.52 10.09 388.11 17.75 385.53 16.48 383.05 14.80 382.67 23.39 370.55 11.79 371.72 11.33 374.04 14.84 373.31 14.73 382.74 17.84 397.35 33.75 365.48 20.52 365.29 20.81
10/04/05 380.49 12.38 366.20 9.30 356.31 7.51 358.59 7.60 375.09 11.52 386.83 19.03 383.70 18.31 380.85 17.00 381.75 24.31 370.23 12.11 ----372.08 16.80 ----381.57 19.01 396.00 35.10 364.44 21.56 ----
04/28/06 381.27 11.60 367.11 8.39 357.54 6.28 360.19 6.00 375.96 10.65 387.58 18.28 384.66 17.35 381.90 15.95 382.66 23.40 370.20 12.14 371.43 11.62 373.33 15.55 372.77 15.27 382.04 18.54 396.20 34.90 365.03 20.97 364.87 21.23
10/09/06 380.54 12.33 366.52 8.98 356.78 7.04 359.19 7.00 375.51 11.10 386.91 18.95 383.70 18.31 380.87 16.98 381.75 24.31 370.19 12.15 371.32 11.73 372.55 16.33 371.84 16.20 381.64 18.94 395.87 35.23 365.13 20.87 364.97 21.1304/23/07 381.93 10.94 367.94 7.56 358.14 5.68 360.19 6.00 379.95 6.66 388.41 17.45 386.01 16.00 383.55 14.30 383.07 22.99 371.24 11.10 372.31 10.74 374.58 14.30 373.87 14.17 383.17 17.41 397.84 33.26 366.87 19.63 366.20 19.90
10/30/07 380.77 12.10 366.68 8.82 356.79 7.03 359.64 6.55 375.55 11.06 386.84 19.02 383.82 18.19 381.29 16.56 381.54 24.52 369.89 12.45 371.12 11.93 372.33 16.55 371.54 16.50 381.38 19.20 395.75 35.35 364.93 21.07 364.69 21.41
04/21/08 381.53 11.34 367.70 7.80 357.75 6.07 359.83 6.36 376.31 10.30 388.08 17.78 385.86 16.15 383.06 14.79 382.66 23.40 370.91 11.43 372.04 11.01 374.06 14.82 373.35 14.69 383.04 17.54 396.91 34.19 366.08 19.92 365.97 20.13
10/06/08 381.46 11.41 368.68 6.82 357.57 6.25 359.88 6.31 376.32 10.29 387.94 17.92 385.30 16.71 382.96 14.89 382.75 23.31 371.23 11.11 372.38 10.67 374.40 14.48 373.69 14.35 382.97 17.61 396.79 34.31 366.68 19.32 366.56 19.5404/13/09 381.67 11.20 367.79 7.71 357.86 5.96 360.14 6.05 376.60 10.01 388.15 17.71 385.50 16.51 382.97 14.88 382.82 23.24 371.23 11.11 372.28 10.77 374.04 14.84 373.35 14.69 382.96 17.62 397.29 33.81 366.68 19.32 366.06 20.04
10/13/09 380.32 12.55 366.25 9.25 356.32 7.50 358.87 7.32 375.14 11.47 386.40 19.46 383.22 18.79 379.90 17.95 381.18 24.88 369.71 12.63 371.09 11.96 371.45 17.43 370.93 17.11 381.16 19.42 393.68 37.42 364.58 21.42 364.45 21.65
04/26/10 381.53 11.34 367.65 7.85 357.52 6.30 359.51 6.68 376.47 10.14 388.19 17.67 385.88 16.13 383.09 14.76 382.96 23.10 371.12 11.22 372.32 10.73 374.18 14.70 373.44 14.60 382.96 17.62 397.33 33.77 366.11 19.89 366.06 20.04
10/19/10 381.26 11.61 366.80 8.70 356.98 6.84 359.71 6.48 376.13 10.48 387.46 18.40 384.80 17.21 381.89 15.96 382.28 23.78 370.53 11.81 371.81 11.24 373.16 15.72 372.49 15.55 382.36 18.22 396.50 34.60 366.00 20.00 365.85 20.2504/18/11 380.78 12.09 366.89 8.61 357.01 6.81 359.20 6.99 375.79 10.82 387.08 18.78 384.20 17.81 381.08 16.77 381.75 24.31 370.24 12.10 371.34 11.71 372.21 16.67 371.60 16.44 381.74 18.84 395.68 35.42 365.00 21.00 364.75 21.35
10/10/11 379.98 12.89 365.92 9.58 355.92 7.90 359.16 7.03 374.62 11.99 385.83 20.03 382.94 19.07 379.42 18.43 380.81 25.25 368.70 13.64 370.51 12.54 370.88 18.00 370.33 17.71 380.77 19.81 393.04 38.06 364.27 21.73 363.85 22.25
04/17/12 380.32 12.55 366.81 8.69 357.06 6.76 358.40 7.79 374.76 11.85 386.04 19.82 383.43 18.58 379.09 18.76 381.17 24.89 369.34 13.00 370.90 12.15 371.43 17.45 370.51 17.53 381.07 19.51 393.89 37.21 364.00 22.00 364.13 21.97
10/09/12 379.83 13.04 366.17 9.33 356.66 7.16 360.10 6.09 374.42 12.19 384.89 20.97 382.71 19.30 379.51 18.34 380.48 25.58 372.04 10.30 370.81 12.24 371.43 17.45 370.95 17.09 380.55 20.03 393.16 37.94 364.72 21.28 364.53 21.5704/15/13 380.34 12.53 366.87 8.63 357.27 6.55 359.73 6.46 374.88 11.73 385.84 20.02 383.71 18.30 380.84 17.01 381.16 24.90 369.52 12.82 371.25 11.80 372.34 16.54 371.74 16.30 381.09 19.49 393.96 37.14 365.15 20.85 364.94 21.1609/30/13 380.56 12.31 366.88 8.62 356.82 7.00 359.43 6.76 375.04 11.57 386.43 19.43 383.95 18.06 381.38 16.47 381.85 24.21 370.39 11.95 371.60 11.45 373.09 15.79 372.33 15.71 381.70 18.88 393.41 37.69 365.46 20.54 365.18 20.92
04/16/14 382.43 10.44 367.90 7.60 357.47 6.35 360.74 5.45 376.24 10.37 387.59 18.27 385.19 16.82 382.57 15.28 382.50 23.56 371.23 11.11 372.30 10.75 374.38 14.50 373.64 14.40 382.52 18.06 394.74 36.36 366.27 19.73 366.15 19.95
10/15/14 380.46 12.41 366.40 9.10 356.44 7.38 359.87 6.32 <366.89 >19.72 386.26 19.60 383.51 18.50 380.55 17.30 381.33 24.73 370.03 12.31 371.34 11.71 372.14 16.74 371.55 16.49 381.27 19.31 <393.30 >37.80 364.78 21.22 373.44 12.6604/15/15 381.27 11.60 367.40 8.10 357.51 6.31 359.72 6.47 376.26 10.35 387.46 18.40 384.91 17.10 382.17 15.68 382.49 23.57 371.37 10.97 372.07 10.98 373.68 15.20 373.00 15.04 382.47 18.11 396.20 34.90 366.00 20.00 365.81 20.2910/07/15 382.44 10.43 367.63 7.87 357.63 6.19 360.99 5.20 376.21 10.40 387.50 18.36 385.26 16.75 382.09 15.76 381.68 24.38 370.48 11.86 371.79 11.26 373.38 15.50 372.75 15.29 381.83 18.75 395.36 35.74 365.64 20.36 365.45 20.65
04/11/16 381.70 11.17 367.65 7.85 357.63 6.19 359.98 6.21 376.42 10.19 388.34 17.52 385.69 16.32 383.21 14.64 383.02 23.04 371.55 10.79 372.48 10.57 374.47 14.41 373.66 14.38 383.19 17.39 397.84 33.26 366.35 19.65 366.24 19.86
11/30/16 381.43 11.44 367.48 8.02 357.30 6.52 359.93 6.26 376.24 10.37 388.05 17.81 384.93 17.08 382.58 15.27 382.68 23.38 370.94 11.40 372.15 10.90 373.75 15.13 372.92 15.12 382.65 17.93 397.75 33.35 365.90 20.10 365.76 20.34
MEAN 381.28 11.56 367.29 8.21 357.44 6.44 359.57 6.45 376.17 10.57 387.67 18.27 384.99 17.09 382.31 15.62 382.42 23.69 370.77 11.57 371.94 11.11 373.77 15.11 372.96 15.08 382.43 17.92 396.60 34.21 365.51 20.51 365.70 20.40MAXIMUM382.98 13.04 369.08 9.63 359.00 7.90 361.39 10.62 379.95 18.94 389.90 20.97 388.14 19.30 385.83 18.76 384.40 25.58 372.92 13.89 373.96 12.54 377.17 18.00 376.36 17.71 385.43 20.03 399.99 38.06 366.87 22.00 373.44 22.25
MINIMUM 379.47 9.89 365.87 6.69 355.92 5.13 349.40 5.01 367.67 6.66 384.89 15.96 382.71 13.87 379.09 12.02 380.48 21.66 368.45 9.42 370.51 9.09 370.88 11.71 370.33 11.68 380.55 9.00 393.04 22.90 364.00 19.32 363.85 12.66
Notes:1.) ft AMSL = feet above mean sea level
2.) -- = not measured or no data
3.) TOC = top of casing
4.) DTW = Depth to Water5.) NI = not installed
6.) MW = monitoring well
7.) * = anamolous data
8.) TOC and water elevation data for dates prior to October 2007 from HDR Engineering, Inc. of the Carolinas Semi-Annual Monitoring Reports and the July 2006 Water Quality Monitoring Plan.9.) MW-10 TOC elevation inferred from historical depth-to-groundwater and groundwater elevation measurements.
10.) Groundwater elevation and depth-to-water measurements appear to be anamolous for MW-14 during the 10/13/03 event and MW-15 during the 4/19/00 event and are not included in mean, maximum or minimum calculations.
400.58
MW-14
Monitoring Well
386.10
MW-16D
386.00
MW-16S
431.10
MW-15
383.05
MW-11D
382.34
MW-11S
392.87
DTW
(ft)
MW-4
366.19 386.61
MW-5
405.86
MW-6
406.06
MW-9
397.85
MW-8
402.01
MW-7
388.04
Elevation
(ft AMSL)
Elevation
(ft AMSL)
Elevation
(ft AMSL)
DTW
(ft)
DTW
(ft)
DTW
(ft)
DTW
(ft)
DTW
(ft)
DTW
(ft)
DTW
(ft)
DTW
(ft)
DTW
(ft)
Elevation
(ft AMSL)
Elevation
(ft AMSL)
Elevation
(ft AMSL)
Elevation
(ft AMSL)
Elevation
(ft AMSL)
Elevation
(ft AMSL)
Elevation
(ft AMSL)
Elevation
(ft AMSL)
DTW
(ft)
Elevation
(ft AMSL)
DTW
(ft)
363.82
DTW
(ft)
Elevation
(ft AMSL)
DTW
(ft)
Elevation
(ft AMSL)
DTW
(ft)Date Elevation
(ft AMSL)
Elevation
(ft AMSL)
DTW
(ft)
Elevation
(ft AMSL)
DTW
(ft)
MW-1
Moore County Landfill, Permit No. 63-01Moore County, North Carolina
TABLE 1
Summary of Historical Groundwater Elevation Data
375.50
MW-3MW-2 MW-13D
388.88
MW-13S
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 1 of 1 0739615016
Gradient
Calculation
Segment
Flow
Direction
Gradient
Segment Length
(feet)
Gradient
Segment Elevations
(feet)
Horizontal
Gradient
(i, feet)
Effective
Porosity
(ne)
Hydraulic
Conductivity
(K, cm/sec)
Velocity
(Vgw, feet/year)
390
365
390
365
390
360
Notes:
1.) Horizontal velocities based on the modified Darcy equation Vgw = Ki/ne.
2.) Values for K are based on the average of hydraulic conductivities generated from the April 4, 2005 slug testing for the
current groundwater monitoring well network as part of HDR Engineering, Inc. of the Carolinas July 2005
Assessment of Corrective Measures Report for the Moore County Landfill.
3.) Values for ne are based on an effective porosity of 35% typical for soils at the site, as referenced in the July 2005
Assessment of Corrective Measures Report.
SW
W
i2
i3
275
281
0.35
0.35
0.00559
0.00559
1503
1766
0.017
0.017
TABLE 2
Summary of Estimated Horizontal Flow Velocities
November 2016
i1 1124 0.35 3680.005590.022SW
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 1 of 1 0739615016
Northing Easting
MW-1 06/05/87 508605.64 1854636.41 390.70 392.87 20 2 6.97 - 17.07 383.73 - 373.63 Sand Active
MW-2 06/06/87 508508.07 1853819.73 373.39 375.50 20 2 7.52 - 17.77 365.87 - 355.62 Sand Active
MW-3 06/06/87 508781.79 1852845.34 362.00 363.82 16.5 2 5.75 - 15.88 356.25 - 346.12 Sand and Silty Clay Active
MW-4 06/06/87 509793.80 1853641.22 363.40 366.19 15 2 4.28 - 14.09 359.12 - 349.31 Sand and Silty Clay Active
MW-5 06/06/87 510970.55 1853091.84 384.06 386.61 20 2 6.96 - 17.21 377.10 - 366.85 Sand and Clayey Sand Active
MW-6 03/06/95 510385.96 1853881.79 403.50 405.86 20 2 5.00 - 20.00 398.50 - 383.50 Sand to Silty Sand Active
MW-7 03/06/95 509783.24 1853820.43 399.20 402.01 20 2 4.00 - 19.00 395.20 - 380.20 Sand, Silt, Silty Sand, Clay Active
MW-8 03/06/95 509384.99 1853844.10 395.20 397.85 20 2 5.00 - 20.00 390.20 - 375.20 Sand, Silt, Silty Sand, Clay Active
MW-9 03/06/95 508964.80 1854268.28 403.70 406.06 30 2 15.00 - 30.00 388.70 - 373.70 Silty Sand Active
MW-11S 09/16/96 510361.58 1852939.03 380.36 382.34 20 2 5.00 - 20.00 375.36 - 360.36 Sand to Silty Sand Active
MW-11D 09/16/96 510342.65 1852938.03 380.03 383.05 40 2 30.00 - 40.00 350.03 - 340.03 Silty Sand Active
MW-13S 09/18/96 509580.75 1853131.47 386.35 388.88 20 2 5.00 - 20.00 381.35 -366.35 Sand to Silty Sand Active
MW-13D 09/18/96 509568.07 1853130.65 385.65 388.04 40 2 30.00 - 40.00 355.65 - 345.65 Sand to Silty Sand Active
MW-14 09/16/96 510056.32 1853641.99 397.88 400.58 20 2 5.00 - 20.00 392.88 - 377.88 Sand to Silty Sand Active
MW-15 09/19/96 510597.22 1854401.13 429.31 431.10 35 2 20.00 - 35.00 409.31 - 394.31 Sand to Silty Sand Active
MW-16S 04/17/03 509789.42 1852386.76 384.00 386.00 24 2 14.00 - 24.00 370.00 - 360.00 Sand to Silty Sand Active
MW-16D 04/17/03 509778.32 1852396.77 384.10 386.10 44 2 34.00 - 44.00 350.00 -340.00 Sand to Silty Sand Active
Notes:
1.) ft AMSL = feet above mean sea level
2.) ft BGS = feet below ground surface
3.) NA = not drilled to auger refusal
4.) -- = no data available
5.) Well construction information collected from boring logs and well construction records from HDR Engineering, Inc. of the
Carolinas July 2006 Water Quality Monitoring Plan. TOC and Ground Elevations are taken from the July 2005
Assessment of Corrective Measures Repor t and/or well records where available.
TABLE 3
Summary of Well Construction Information
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
Well
Identification
Construction
Date
Ground Surface
Elevation
(ft AMSL)
Measuring Point
Elevation
(ft AMSL)
Total Well
Depth
(feet)
Well
Diameter
(inches)
Screened
Interval
(ft AMSL)
Screened
Interval
(ft bgs)
Geology of Screened IntervalCoordinates Well Status
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 1 of 15 0739615016
MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
Arsenic ug/L 03/05/90 ----ND ND ND ND ND ----------------------------ND --
NC 2L = 10 ug/L ug/L 03/21/91 ----ND ND ND ND ND ----------------------------ND --EPA MCL = 10 ug/L ug/L 03/10/92 ----ND ND ND ND ND ----------------------------ND --ug/L 04/20/95 ----ND --------ND ND ND ND --------------------ND --
ug/L 06/27/95 ------------------------------------------ND --ug/L 09/22/95 ----ND ND ------ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND 18 ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ------------------------------------------ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------19 ND ND 10 ND ND ND ND ND ND 11 ND ----ND --ug/L 04/09/03 ----ND --------11 ND ND ND ND ND ND ND ND ND ND 10 ----ND --
ug/L 10/13/03 ----ND --------14 17 14 14 ND ND ----ND ND ND 11 ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND 12 ND ND ND --ug/L 10/25/04 ----ND --------15 ND ND ND ND ND ----ND ND ND 14 ND --ND --
ug/L 04/04/05 ----10 --------10 15 10 29 10 10 ----15 10 10 10 10 13 ND --
ug/L 10/04/05 ----ND --------13 15 12 21 15 ND ND ND 13 ND ND ND ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND 12 ND ND 11 ND ND ----ND ND 11 16 ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND 14 ND ND ND ND ND ----ND ND 13 11 ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND 38 ND ND ----ND ND ND 27 ND ND ND --ug/L 10/30/07 --10 ND ND ND ND ND 3.2 J ND ND 6.9 J ND ND ----ND ND ND 7.8 J ND ND ND NDug/L 04/23/08 --10 ND 3.2 J ND ND ND ND ND ND ND ND ND ----ND ND ND 2.3 J ND ND ND ND
ug/L 10/06/08 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND 7.7 J ND ND ND ND
ug/L 04/13/09 --10 ND ND ND ND ND 8.2 J 17.1 6.6 J 11.4 ND ND ----ND ND 5.1 J 10.1 J 5.7 J ND ND NDug/L 10/15/09 --10 5.30 J 6.53 J 2.86 J ND 5.54 J 8.63 J 18.3 11.6 15.9 4.42 J ND ----5.83 J ND 6.47 J 12.6 10.3 6.56 J ND NDug/L 04/26/10 --10 ND 3.14 J ND 3.50 J ND 14.2 31.0 8.54 J 13.4 10.3 ND ----ND ND 10.8 28.5 5.23 J ND ND ND
ug/L 10/19/10 --10 5.16 J ND ND ND ND 29.5 33.0 22.6 28.0 21.2 ND ----10.3 ND 24.9 26.6 10.2 ND ND NDug/L 04/18/11 --10 ND 3.29 B ND 5.35 B ND 18.7 14.6 B 16.1 B 19.2 5.05 B ND ----ND ND 20.0 14.6 B 12.5 B ND 5.39 B 3.37 Jug/L 10/10/11 --10 ND ND ND 2.96 J ND 5.48 J 4.73 J 5.67 J 19.0 ND ND ----ND ND ND Dry ND ND 5.26 J ND
ug/L 04/17/12 --10 4.42 B ND 4.31 B 3.32 B ND ND 29.4 ND 17.9 B ND ND ----ND ND ND Dry 4.95 B ND ND 5.70 J
ug/L 10/09/12 --10 ND 2.90 J ND 2.91 J ND 9.82 J 21.6 9.74 J 10.7 4.17 J ND ----4.17 J ND 6.36 J Dry 5.72 J 4.58 J ND NDug/L 04/15/13 --10 3.97 B 2.87 B ND 4.42 B 5.21 B 17.8 ND ND 14.7 B ND ND ----ND ND ND Dry 4.87 B ND ND 3.34 Jug/L 09/30/13 --10 ND ND ND ND ND 24.5 32.0 20.3 18.0 11.5 ND ----ND ND 9.62 J Dry ND ND ND ND
ug/L 04/16/14 --10 ND ND ND ND ND 23.3 19.7 15.2 19.5 ND ND ----ND ND 8.25 J Dry ND ND ND ND
ug/L 10/15/14 5.40 10 Dry ND ND ND ND 6.99 J 10.8 14.1 38.6 ND ND ----ND 5.96 J ND Dry 13.7 6.18 J ND NDug/L 04/15/15 5.40 10 ND ND ND ND ND 20.3 21.8 ND 8.41 J ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/07/15 5.40 10 ND ND ND ND ND ND 20.0 ND 32.4 ND ND ----ND ND ND 8.73 J 7.45 J ND ND ND
ug/L 04/11/16 5.40 10 ND ND ND ND ND 12.6 27.0 11.3 38.7 ND ND ----ND ND ND 29.6 12.9 ND ND NDug/L 11/30/16 6.80 10 ND ND ND ND ND 65.8 (ND)20.4 (ND)14.9 (ND)85.6 (41.9)43.4 (ND)ND ----22.6 (ND)ND 48.1 (ND)39.6 (42.4)16.9 (ND)12.9 (ND)ND ND(Dissolved)ug/L 11/30/16 6.80 10 --------------------------------14.4 --------
(Verification Event)ug/L 02/09/17 6.80 10 ND --------------40.5 [39.0]------------------------
Barium ug/L 03/05/90 ----35 57 27 13 15 ----------------------------ND --NC 2L = 700 ug/L ug/L 03/21/91 ----35 73 66 23 23 ----------------------------ND --EPA MCL = 2000 ug/L ug/L 03/10/92 ----30 43 69 12 23 ----------------------------ND --
ug/L 04/20/95 ----ND --------ND ND ND ND --------------------ND --ug/L 06/27/95 ------------------------------------------ND --ug/L 09/22/95 ----ND ND ------ND ND ND ND --------------------ND --
ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ------------------------------------------ND --ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --100 13.5 J 46.6 J 65.8 J 13.8 J 52.8 J 40.1 J 17.0 J 60.3 J 80.2 J 88.9 J 24.6 J ----21.1 J 12.0 J 44.4 J 15.5 J 90.8 J 41.6 J 14.6 J 1.1 J
ug/L 04/23/08 --100 11.9 J 57.1 J 55.4 J 12.1 J 31.7 J 59.5 J 26.8 J 52.1 J 81.1 J 75.2 J 26.8 J ----18.1 J 12.4 J 42.6 J 12.3 J 106 55.5 J 14.8 J 0.2 J
ug/L 10/06/08 --100 12.8 J 40.9 J 58.8 J 13.8 J 41.8 J 42.0 J 31.2 J 51.4 J 83.1 J 79.8 J 36.0 J ----16.5 J 14.8 J 45.7 J 12.4 J 203 58.4 J 15.6 J NDug/L 04/13/09 --100 11.5 J 49.5 J 65.8 J 17.2 J 56.0 J 42.6 J 36.7 J 81.6 J 89.8 J 67.4 J 41.1 J ----16.1 J 17.8 J 51.3 J 14.9 J 139 49.2 J 14.5 J NDug/L 10/15/09 --100 13.7 J 28.6 J 66.7 J 19.1 J 72.6 J 40.0 J 33.9 J 67.5 J 78.6 J 69.0 J 27.8 J ----26.3 J 8.53 J 44.7 J 20.8 J 84.0 J 54.2 J 14.5 J 1.02 J
ug/L 04/26/10 --100 9.47 J 43.3 J 66.0 J 19.8 J 54.7 J 39.8 J 33.4 J 67.2 J 80.3 J 77.4 J 33.4 J ----19.1 J 13.5 J 49.9 J 11.7 J 98.6 J 48.0 J 14.8 J NDug/L 10/19/10 --100 16.6 J 31.4 J 52.6 J 14.9 J 29.5 J 29.5 J 25.2 J 53.9 J 69.7 J 73.1 J 24.3 J ----17.7 J 14.1 J 42.4 J 13.6 J 84.1 J 41.4 J 11.8 J NDug/L 04/18/11 --100 13.1 J 48.8 J 64.8 J 21.4 J 41.9 J 40.2 J 28.2 J 70.3 J 81.9 J 73.1 J 28.6 J ----22.3 J 16.9 J 48.1 J 17.5 J 86.9 J 50.9 J 15.4 J ND
ug/L 10/10/11 --100 14.3 J 46.1 J 66.7 J 22.0 J 71.2 J 39.9 J 30.1 J 71.7 J 74.7 J 70.7 J 28.6 J ----26.9 J 11.3 J 47.5 J Dry 56.4 J 56.9 J 15.5 J ND
ug/L 04/17/12 --100 19.5 J 62.7 J 75.0 J 21.7 J 40.5 J 39.8 J 30.1 J 67.5 J 84.9 J 66.2 J 29.5 J ----24.3 J 16.0 J 52.1 J Dry 65.2 J 44.2 J 15.5 J NDug/L 10/09/12 --100 15.4 J 52.0 J 68.1 J 18.8 J 10.1 J 39.5 J 39.7 J 64.2 J 73.0 J 60.8 J 25.2 J ----22.4 J 21.6 J 54.3 J Dry 46.5 J 47.1 J 14.7 J 1.07 Jug/L 04/15/13 --100 14.6 J 40.5 J 60.8 J 20.4 J 26.8 J 42.7 J 36.7 J 78.4 J 86.4 J 73.0 J 21.7 J ----21.8 J 21.1 J 49.4 J Dry 79.4 J 47.8 J 14.6 J ND
ug/L 09/30/13 --100 12.4 J 35.8 J 38.3 J 21.1 J 24.5 J 50.5 J 47.1 J 65.3 J 90.1 J 86.8 J 34.2 J ----23.5 J 24.4 J 56.5 J Dry 111 56.9 J 14.9 J NDug/L 04/16/14 --100 13.6 J 35.3 J 41.8 J 15.2 J 15.9 J 42.6 J 28.9 J 60.6 J 102 52.7 J 33.8 J ----17.6 J 25.5 J 47.3 J Dry 79.8 J 62.7 J 16.2 J NDug/L 10/15/14 1.00 100 Dry 33.6 J 46.3 J 25.5 J 25.9 J 49.3 J 31.1 J 103 98.4 J 78.3 J 25.6 J ----20.5 J 14.8 J 50.4 J Dry 112 127 23.1 J ND
ug/L 04/15/15 1.00 100 15.6 J 46.6 J 53.3 J 32.9 J 95.6 J 45.0 J 28.4 J 74.7 J 93.7 J 81.7 J 40.3 J ----21.9 J 36.8 J 49.2 J Dry 105 114 18.2 J ND
ug/L 10/07/15 1.00 100 14.7 J 30.4 J 52.1 J 25.2 J 21.2 J 36.6 J 28.6 J 88.8 J 92.8 J 69.3 J 42.4 J ----17.2 J 17.7 J 45.8 J 12.6 J 74.8 J 141 15.8 J NDug/L 04/11/16 1.00 100 13.7 J 31.9 J 38.8 J 34.0 J 69.3 J 44.4 J 28.6 J 65.5 J 84.0 J 70.6 J 49.0 J ----14.0 J 31.0 J 41.5 J 8.38 J 145 108 18.5 J NDug/L 11/30/16 1.00 100 14.4 B 28.6 B 38.2 B 30.0 B 38.3 B 44.5 J 24.2 B 75.1 J 84.2 J 80.4 J 45.9 J ----16.6 B 22.1 B 36.7 B 8.70 B 115 132 17.8 B 7.92 J
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 2 of 15 0739615016
MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Cadmium ug/L 03/05/90 ----ND ND ND ND ND ----------------------------ND --
NC 2L = 2 ug/L ug/L 03/21/91 ----ND ND ND ND ND ----------------------------ND --EPA MCL = 5 ug/L ug/L 03/10/92 ----ND ND ND ND ND ----------------------------ND --ug/L 04/20/95 ----ND --------ND ND ND ND --------------------ND --
ug/L 06/27/95 ------------------------------------------ND --ug/L 09/22/95 ----ND ND ------ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ------------------------------------------ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----2 --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/26/04 ----1 --------1 ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----1 --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND 1 ND 1 ND ND ----ND ND ND 2 ND 2 ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/15/09 --1 ND ND ND 0.487 J ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --1 ND ND ND ND ND ND 0.685 J ND ND ND ND ----ND ND ND Dry ND 0.407 J ND NDug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --1 ND ND ND ND ND 1.15 0.722 J ND ND 0.882 J ND ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.360 1 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/15 0.360 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 0.360 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.360 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 11/30/16 0.360 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDChromium ug/L 03/05/90 ----ND ND ND ND ND ----------------------------ND --NC 2L = 10 ug/L ug/L 03/21/91 ----ND ND 12 10 ND ----------------------------ND --
EPA MCL = 100 ug/L ug/L 03/10/92 ----ND ND ND ND ND ----------------------------ND --
ug/L 04/20/95 ----ND --------ND ND 12 7 --------------------ND --ug/L 06/27/95 ------------------------------------------ND --ug/L 09/22/95 ----ND ND ------ND ND ND ND --------------------ND --
ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND 36 ND ND ND ----ND --ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND 24 ND ND ND ----ND --ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 03/14/00 ------------------------------------------ND --ug/L 04/19/00 ----ND --------ND ND ND ND 10 ND ND ND ND ND ND ND ----ND --
ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/09/03 ----20 --------ND ND ND 11 73 ND ND 28 44 14 ND ND ----ND --ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/26/04 ----ND --------ND ND ND 19 27 ND ----88 ND ND ND ND ND ND --
ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND 16 ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --10 ND ND ND ND 2.4 J ND ND ND ND ND ND ----ND ND ND ND ND ND 2.8 J ND
ug/L 04/23/08 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/06/08 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/13/09 --10 ND ND ND ND ND ND 1.1 J ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/15/09 --10 ND ND ND 1.02 J ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/26/10 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/19/10 --10 5.84 J ND ND ND 3.07 J ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/18/11 --10 ND 1.90 J ND ND 1.02 J ND ND ND ND ND 2.00 J ----ND ND ND ND ND ND ND ND
ug/L 10/10/11 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --10 3.10 J ND ND ND ND ND ND ND 2.25 J ND ND ----ND ND ND Dry ND ND ND NDug/L 10/09/12 --10 1.65 J ND ND ND 3.37 J ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --10 ND ND ND ND ND 2.64 B ND ND ND ND ND ----ND ND ND Dry ND ND ND 1.70 J
ug/L 09/30/13 --10 ND ND ND ND 2.25 J ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --10 ND ND ND ND 1.88 J ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/15/14 1.40 10 Dry 1.83 J ND ND 5.71 J ND ND ND ND ND ND ----ND ND ND Dry 2.35 J ND ND ND
ug/L 04/15/15 1.40 10 ND ND ND 1.64 J ND ND ND ND ND 10.9 ND ----ND ND ND Dry 2.49 J ND ND NDug/L 10/07/15 1.40 10 ND ND ND ND 2.97 J ND ND ND ND ND ND ----ND ND ND ND 2.00 J ND ND NDug/L 04/11/16 1.40 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND 4.36 J 4.32 J ND ND ND
ug/L 11/30/16 1.40 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND 1.42 J ND ND ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
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BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Lead ug/L 03/05/90 ----16 7 29 6 14 ----------------------------ND --
NC 2L = 15 ug/L ug/L 03/21/91 ----ND ND ND ND ND ----------------------------ND --EPA MCL = 15 ug/L*ug/L 03/10/92 ----14 10 39 12 25 ----------------------------ND --ug/L 04/20/95 ----ND --------7 ND 18 16 --------------------ND --
ug/L 06/27/95 ------------------------------------------ND --ug/L 09/22/95 ----ND ND ------ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND 13 ND ND ND 12 ND ND ND ----39 --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----34 --ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----70 --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----42 --
ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----26 --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 13 ----166 --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----135 --
ug/L 03/14/00 ------------------------------------------ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 10 ----14 --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----10 --------ND 13 ND ND 48 ND ND 15 11 ND ND 19 ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND 11 --ug/L 04/26/04 ----ND --------ND ND ND ND 12 ND ----20 ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --
ug/L 04/04/05 ----ND --------ND 12 ND 14 15 ND ----19 ND ND ND ND 70 16 --
ug/L 10/04/05 ----ND --------ND 11 ND ND 19 ND ND ND 24 ND ND ND ND ND 17 --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND 13 ND ND 18 --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --10 ND ND ND ND ND 4.6 J 5.2 J 6.5 J 2.6 J 15.9 ND ----3.1 J ND 3.9 J 2.5 J 2.6 J ND 6.8 J NDug/L 04/23/08 --10 ND ND ND ND ND ND ND ND ND 4.3 J ND ----ND ND ND ND ND ND 15.8 ND
ug/L 10/06/08 --10 ND ND ND ND 9.4 J 2.9 J 4.9 J ND ND 5.0 J ND ----ND ND ND 2.2 J 2.2 J ND 13.4 ND
ug/L 04/13/09 --10 ND ND 2.1 J 2.3 J ND 5.4 J 5.2 J 6.5 J 6.4 J 2.4 J ND ----3.1 J ND 6.3 J 5.5 J 4.6 J ND 10.4 NDug/L 10/15/09 --10 ND ND ND ND ND ND 3.90 J ND ND 2.86 J ND ----ND ND ND 2.27 J ND ND 3.37 J NDug/L 04/26/10 --10 ND ND 2.47 J ND ND 3.17 J 4.54 J 3.95 J 3.09 J 5.86 J ND ----3.90 J ND 3.82 J 3.89 J 2.85 J 2.27 J 2.18 J ND
ug/L 10/19/10 --10 4.34 J ND ND ND 3.45 J ND ND 1.92 J ND ND ND ----ND ND 2.07 J ND 2.21 J ND 8.93 J NDug/L 04/18/11 --10 ND ND ND ND 2.00 J 5.57 J 5.07 J 6.87 J ND 4.75 J 2.78 J ----2.78 J ND 5.09 J 5.19 J 2.79 J ND 19.0 NDug/L 10/10/11 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --10 ND ND ND ND 2.26 J ND 4.08 J ND ND ND ND ----ND ND ND Dry ND ND 16.6 ND
ug/L 10/09/12 --10 ND ND ND ND 2.51 J 3.89 J 2.89 J ND ND 3.21 J ND ----ND ND 3.49 J Dry ND ND 20.6 NDug/L 04/15/13 --10 ND ND ND ND 2.11 J ND ND ND ND ND ND ----ND ND ND Dry ND ND 20.4 NDug/L 09/30/13 --10 ND ND ND ND 2.75 J 6.67 J 5.81 J 5.32 J 3.31 J 7.30 J ND ----2.41 J ND 4.05 J Dry ND ND 37.3 ND
ug/L 04/16/14 --10 ND ND ND ND 3.06 J 5.24 J 7.02 J 4.95 J 2.83 J 2.54 J ND ----3.25 J ND 4.17 J Dry ND 8.96 J 60.5 ND
ug/L 10/15/14 2.10 10 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND 18.3 NDug/L 04/15/15 2.10 10 ND ND ND ND ND ND ND ND ND 9.49 J ND ----ND ND ND Dry ND ND 26.2 ND
ug/L 10/07/15 2.10 10 ND 3.55 J ND ND 4.58 J 3.21 J 4.36 J ND 5.90 J 5.23 J ND ----ND ND ND 6.76 J ND ND 22.2 ND
ug/L 04/11/16 2.10 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND 4.87 J ND ND 21.0 NDug/L 11/30/16 3.10 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND 11.5 NDMercuryug/L 03/05/90 ----0.5 ND 0.5 ND ND ----------------------------ND --
NC 2L = 1 ug/L ug/L 03/21/91 ----0.6 0.8 2.4 0.6 0.6 ----------------------------ND --
EPA MCL = 2 ug/L ug/L 03/10/92 ----0.7 ND 6 1.3 1.1 ----------------------------ND --ug/L 04/20/95 ----ND --------ND ND 1.2 0.3 --------------------ND --ug/L 06/27/95 ------------------------------------------ND --
ug/L 09/22/95 ----ND ND ------ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 03/14/00 ------------------------------------------ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------1.01 ND ND ND 3.67 ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/26/04 ----ND --------ND ND ND ND 2.5 ND ----ND ND ND ND 0.5 ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND 1.6 ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/30/07 --0.2 0.17 J 0.21 0.16 J ND 0.24 ND ND 0.17 J ND 0.25 ND ----ND ND 0.12 J ND 0.43 ND ND NDug/L 04/23/08 --0.2 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/06/08 --0.2 ND ND ND 0.21 ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --0.2 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/15/09 --0.2 ND 0.0952 J ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND 0.0582 J ND NDug/L 04/26/10 --0.2 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/19/10 --0.2 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --0.2 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --0.2 ND 0.478 ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --0.2 ND 0.175 J ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --0.2 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --0.2 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --0.2 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --0.2 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.170 0.2 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.170 0.2 ND ND ND ND 0.0261 J 0.0796 J ND ND ND 0.0688 J ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 0.170 0.2 ND ND ND ND ND 0.197 J ND ND ND ND ND ----ND ND ND 0.201 ND ND ND ND
ug/L 04/11/16 0.170 0.2 ND ND ND ND ND ND 0.274 ND ND ND ND ----ND ND ND 0.219 ND ND ND ND
ug/L 11/30/16 0.170 0.2 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
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BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Selenium ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
NC 2L = 20 ug/L ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --EPA MCL = 50 ug/L ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/23/08 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/06/08 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/13/09 --10 ND ND ND ND ND 4.7 B 13.9 B ND 14.6 B ND ND ----17.0 B 5.2 B 6.4 B 15.2 B ND ND ND 3.9 J
ug/L 10/15/09 --10 ND ND ND ND ND ND ND 1.02 B 2.47 B ND ND ----ND ND ND ND ND ND ND 3.03 J
ug/L 04/26/10 --10 ND ND ND ND ND 1.17 J 1.18 J ND ND 2.46 J ND ----ND ND 1.35 J 3.22 J ND ND ND NDug/L 10/19/10 --10 ND ND 2.48 J 1.09 J ND 0.919 J 2.88 J 1.30 J 4.50 J 1.72 J ND ----ND ND ND 1.49 J 1.84 J ND ND NDug/L 04/18/11 --10 ND ND ND ND 4.90 J ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/10/11 --10 ND ND ND 2.71 J ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --10 ND ND ND ND 2.86 (ND)J 4.55 (ND)J ND ND ND ND ND ----ND 4.47 (ND)J 5.54 (ND)J Dry ND ND ND NDug/L 10/09/12 --10 ND ND ND ND ND ND ND ND 12.4 ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 09/30/13 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/15/14 5.00 10 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/15 5.00 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/07/15 5.00 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/11/16 5.00 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 6.20 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
Silver ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --NC 2L = 20 ug/L ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --EPA MCL = 100 ug/L#ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/30/07 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/23/08 --10 2.8 B ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND 2.1 Jug/L 10/06/08 --10 ND ND ND ND ND ND ND ND 4.6 B ND ND ----ND ND ND ND ND ND ND 2 Jug/L 04/13/09 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/15/09 --10 ND ND ND ND ND ND ND ND 3.03 J ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --10 ND ND ND ND ND 3.86 J 5.70 J 5.29 J 5.55 J 6.48 J ND ----3.57 J ND 5.35 J 2.17 J ND ND ND NDug/L 10/19/10 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --10 ND ND ND ND ND 5.13 J ND ND 5.64 J 4.46 J ND ----ND ND 5.35 J 1.95 J ND ND ND ND
ug/L 10/10/11 --10 ND ND ND ND ND ND 9.37 J ND ND 8.74 J ND ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/09/12 --10 ND ND ND ND ND ND 2.66 J ND 2.43 J ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND 2.19 J Dry ND ND ND NDug/L 09/30/13 --10 ND ND ND ND ND 4.63 J 5.55 J 4.09 J 2.61 J 4.63 J ND ----2.99 J ND 4.10 J Dry ND ND ND NDug/L 04/16/14 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 1.90 10 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/15 1.90 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 1.90 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/11/16 1.90 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 11/30/16 1.90 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
Acetone ug/L 03/05/90 ------------------------------------------ND --NC 2L = 6000 ug/L ug/L 03/21/91 ------------------------------------------ND --
No EPA MCL ug/L 03/10/92 ------------------------------------------ND --
ug/L 04/20/95 ------------------------------------------ND --ug/L 06/27/95 ----------------ND ND ND --------------------ND --ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --
ug/L 03/28/96 ----ND ND ND ND ND ND ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/14/98 ----ND --------ND ND 3085 ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/27/99 ----ND --------ND 541 ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/21/99 ----ND --------335 390 108 ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/19/00 ----ND --------ND ND 728 ND ND ND ND ND ND ND ND 139 ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/10/01 ----ND --------185 ND 2628 ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/18/02 ----ND --------129 ND ND ND 167 ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------422 110 ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/09/03 ----ND --------ND 192 119 ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/13/03 ----ND --------125 113 361 ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/04/05 ----ND --------ND 1400 123 ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND 138 ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --100 ND ND ND ND ND 380 60 16 7.7 17 ND ----ND ND 4.8 J 5.6 4.3 J ND ND ND
ug/L 04/23/08 --100 ND ND ND ND 5.7 J 420 120 220 10 J 15 J ND ----ND 37 J ND ND 5.5 J ND ND ND
ug/L 10/06/08 --100 ND ND ND ND ND 1100 160 56 J 20 B 280 4.9 B ----5.3 B ND 7.6 B 210 ND 5.1 B ND 5.0 Jug/L 04/13/09 --100 ND ND ND ND ND 48 J 240 160 ND 88 J ND ----ND ND ND 45 J ND ND ND NDug/L 10/15/09 --100 ND ND ND ND ND ND 78 J ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/26/10 --100 ND ND ND ND ND 80 J 25 J 77 J 8.9 J 6.2 J ND ----ND ND ND 140 2.3 J ND ND NDug/L 10/19/10 --100 ND ND ND ND ND 180 1700 ND ND 7.0 J ND ----ND ND ND 170 ND ND ND NDug/L 04/18/11 --100 ND ND ND ND ND 29 J 36 J ND 36 J ND ND ----ND ND ND ND 10 J ND ND ND
ug/L 10/10/11 --100 ND ND ND ND ND 15 J --ND 5.0 J ND ND ----82 J ND ND Dry 4.4 J ND ND ND
ug/L 04/17/12 --100 ND ND ND ND ND 10 J 56 J 12 J 18 J 10 J ND ----ND ND ND Dry 6.0 J ND ND NDug/L 10/09/12 --100 ND ND ND ND ND ND 290 ND 13 J 16 J ND ----ND ND ND Dry 5.1 J ND ND NDug/L 04/15/13 --100 ND ND ND ND ND 150 88 J 73 J 12 J 6.3 J ND ----26 J ND ND Dry 10 J ND ND ND
ug/L 09/30/13 --100 ND ND ND ND ND 94 J 24 J 9.8 J 5.5 J 18 J ND ----11 J ND ND Dry 5.6 J ND ND NDug/L 04/16/14 --100 ND ND ND ND ND 280 36 J 6.3 J 15 J 37 J ND ----8.4 J ND ND Dry 27 J 5.2 J ND NDug/L 10/15/14 1.2 100 Dry ND ND ND ND 16 J 110 6.6 J 12 J 14 J ND ----ND ND ND Dry 25 J 7.4 J ND ND
ug/L 04/15/15 1.2 100 ND ND ND ND ND 210 110 16 J 7.0 J 32 J ND ----ND ND ND Dry 10 J 13 J ND ND
ug/L 10/07/15 1.2 100 ND ND ND ND ND 130 200 6.4 J 2.6 J ND ND ----13 J ND ND 98 J ND 9.4 J ND NDug/L 04/11/16 1.2 100 ND ND ND ND ND 290 110 ND 55 J 52 J ND ----ND ND ND 300 21 J ND ND NDug/L 11/30/16 10 100 ND ND ND ND ND 46 J 10 J ND 19 J ND ND ----ND ND ND 980 12 J 13 J ND ND
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BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Benzene ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 1 ug/L ug/L 03/21/91 ------------------------------------------ND --EPA MCL = 5 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --
ug/L 06/27/95 --------------ND 3.2 8.8 9.8 --------------------ND --ug/L 09/22/95 ----ND ND ND ND ND ND ND 6 6 --------------------ND --ug/L 03/28/96 ----ND ND ND ----59 ND 5 6 --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND 6 ND ND ND ND ND ND ND 9 ----ND --
ug/L 04/08/97 ----ND --------ND ND ND 6 ND ND ND ND ND ND ND 7 ----ND --ug/L 10/29/97 ----ND --------5 ND ND 6.5 ND ND ND ND ND ND ND 11 ----ND --ug/L 04/30/98 ----ND --------ND 6.6 ND 6.4 ND ND ND ND ND ND ND 11 ----ND --
ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 8.5 ----ND --
ug/L 04/27/99 ----ND --------ND ND ND 6.2 ND ND ND ND ND ND 5.3 10 ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 11 ----ND --
ug/L 03/14/00 ----ND ND 3 ND ND 3 ND ND 4 ND 4 ND 3 ND ND ND 11 ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 7.6 ----ND --ug/L 10/17/00 ----ND --------ND ND 5 5.2 ND ND ND ND ND ND ND 9.2 ----ND --ug/L 04/10/01 ----ND --------ND ND ND 5.1 ND ND ND ND ND ND ND 9.6 ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 8 ----ND --
ug/L 04/18/02 ----ND --------ND ND 5 ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 6.8 ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND 8.9 ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND 8.4 ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND 6.8 ND ND ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND 7.9 ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 6.5 ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND 6.6 ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND 5.5 ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND 4.1 3.5 ND ND ----ND ND ND 3.3 ND ND ND --ug/L 10/30/07 --1 ND ND 1.2 ND ND 3.0 1.5 2.7 3.2 2.0 0.80 J ----0.33 J ND 2.2 4.2 0.69 J ND ND NDug/L 04/23/08 --1 ND ND 0.92 J ND ND ND 2.8 0.84 J 4.0 2.4 1.1 ----ND 5.1 2.5 ND 0.42 J ND ND ND
ug/L 10/06/08 --1 ND ND 0.97 J ND ND ND 2.1 2.2 2.5 ND ND ----ND ND ND 6.4 ND ND ND ND
ug/L 04/13/09 --1 ND ND ND ND ND 2.6 ND 3.1 3.4 0.88 J 1.2 ----0.53 J 0.53 J 2.3 5.9 0.56 J ND ND NDug/L 10/15/09 --1 ND 1.1 1.4 ND 0.40 J 3.4 1.3 2.9 3.5 2.4 1.2 ----1.2 ND 2.2 4.0 0.98 J ND ND NDug/L 04/26/10 --1 ND ND 1.1 ND ND 2.2 2.4 3.1 3.6 2.6 1.1 ----0.69 J ND 2.5 5.2 ND ND ND ND
ug/L 10/19/10 --1 ND ND 1.0 ND ND 3.1 ND 3.0 3.6 2.6 1.2 ----0.85 J ND 2.3 4.6 0.57 J ND ND NDug/L 04/18/11 --1 ND ND ND ND ND ND 0.80 J 3.9 ND 2.4 1.1 ----0.89 J ND ND 4.1 0.72 J ND ND NDug/L 10/10/11 --1 ND ND 1.0 ND ND 3.4 --3.4 3.5 2.4 1.2 ----ND ND 2.2 Dry ND ND ND ND
ug/L 04/17/12 --1 ND 0.81 J 1.0 ND ND 3.6 1.2 4.3 3.9 2.4 1.3 ----0.79 J ND 2.3 Dry 0.66 J ND ND ND
ug/L 10/09/12 --1 ND 0.69 J 1.2 ND ND 2.2 2.2 3.6 4.0 2.0 1.1 ----0.79 J ND 2.0 Dry 0.49 J ND ND NDug/L 04/15/13 --1 ND ND 0.74 J ND ND 2.4 1.1 3.6 4.2 2.5 1.3 ----0.63 J ND 2.1 Dry 0.59 J ND ND NDug/L 09/30/13 --1 ND ND 0.50 J ND ND 2.2 2.7 2.4 3.4 ND 1.3 ----0.41 J ND 2.1 Dry 0.59 J ND ND ND
ug/L 04/16/14 --1 ND ND 0.67 J ND ND 2.9 1.8 2.8 3.3 1.7 1.3 ----ND 0.41 J 2.0 Dry ND 0.56 J ND ND
ug/L 10/15/14 0.15 1 Dry ND 0.81 J ND ND 2.8 1.6 3.9 3.4 2.4 1.1 ----0.56 J ND 1.9 Dry 1.2 0.63 J ND NDug/L 04/15/15 0.15 1 ND ND 0.81 J ND ND 1.5 0.69 J 1.9 2.9 2.0 1.2 ----0.50 J ND 1.2 Dry 1.0 ND ND ND
ug/L 10/07/15 0.15 1 ND ND 0.80 J ND ND 3.9 1.6 3.1 3.9 2.3 1.6 ----0.70 J ND 2.4 6.3 0.47 J 0.47 J ND ND
ug/L 04/11/16 0.15 1 ND ND 0.54 J ND ND 2.0 0.64 J 3.5 3.8 1.8 1.3 ----ND ND 2.2 2.8 1.0 0.61 J ND NDug/L 11/30/16 0.15 1 ND ND 0.45 J ND ND 2.6 1.4 2.9 2.9 2.6 1.1 ----0.56 J ND 2.0 3.6 0.43 J 0.64 J ND NDBromochloromethaneug/L 03/05/90 ------------------------------------------ND --
SWS GPS = 0.6 ug/L ug/L 03/21/91 ------------------------------------------ND --
No EPA MCL ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --ug/L 06/27/95 --------------ND ND ND ND --------------------ND --
ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/14/98 ----ND --------ND ND ND ND ND 81 ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 10/30/07 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/23/08 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/06/08 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/15/09 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/19/10 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --3 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.48 3 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.48 3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 0.48 3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.48 3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 11/30/16 0.48 3 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDCarbon disulfide ug/L 10/30/07 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDNC 2L = 700 ug/L ug/L 04/23/08 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
No EPA MCL ug/L 10/06/08 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/15/09 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/26/10 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/19/10 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/18/11 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --100 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --100 ND ND ND ND ND ND 1.6 J ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/13 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/15/14 1.5 100 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 1.5 100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/07/15 1.5 100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 1.5 100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 1.5 100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 6 of 15 0739615016
MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Carbon tetrachloride ug/L 03/05/90 ----------------------------------------ND --
NC 2L = 0.3 ug/L ug/L 03/21/91 ----------------------------------------ND --EPA MCL = 5 ug/L ug/L 03/10/92 ----------------------------------------ND --ug/L 04/20/95 ----------------------------------------ND --
ug/L 06/27/95 ------------ND ND ND ND --------------------ND --ug/L 09/22/95 ----ND ND ND ND ND 9 ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/15/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.17 1 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.17 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/07/15 0.17 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.17 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 0.17 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDChlorobenzeneug/L 03/05/90 ------------------------------------------ND --
NC 2L = 50 ug/L ug/L 03/21/91 ------------------------------------------ND --
EPA MCL = 100 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --ug/L 06/27/95 --------------ND ND ND 6.5 --------------------ND --
ug/L 09/22/95 ----ND ND ND ND ND ND ND ND 6 --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/29/97 ----ND --------ND ND ND 7.5 ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND 5.4 ND ND ND ND ND ND ND ND ----ND --ug/L 10/14/98 ----ND --------ND ND ND 5.1 ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND 6.1 ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND 7.1 ND ND ND ND ND ND ND ND ----ND --ug/L 03/14/00 ----ND ND 3 ND ND ND ND ND 6 ND ND ND ND ND ND ND ND ----ND --
ug/L 04/19/00 ----ND --------ND ND ND 5.5 ND 32 ND ND ND ND ND ND ----ND --
ug/L 10/17/00 ----ND --------ND ND ND 12 ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND 7.3 ND ND ND ND ND ND ND ND ----ND --ug/L 10/11/01 ----ND --------ND ND ND 13 ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND 10.5 ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND 8.6 ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND 8.6 ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND 10.8 ND ND ----ND ND ND ND ND ND ND --
ug/L 04/26/04 ----ND --------ND ND ND 10.9 ND ND ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND 11.9 ND ND ----ND ND ND ND ND ND ND --ug/L 04/04/05 ----ND --------ND ND ND 9 ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND 9.1 ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND 7.8 ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND 3.2 ND ND ND ND ND 9.1 ND ND ----ND ND ND ND ND ND ND --
ug/L 10/30/07 --3 ND ND 4.0 ND ND 0.93 J 0.98 J 2.4 J 9.2 ND 0.68 J ----0.51 J ND 3.0 0.48 J 0.58 J ND ND NDug/L 04/23/08 --3 ND ND 2.5 J ND ND ND 0.45 J ND 9.9 1.1 J 0.52 J ----ND ND 2.7 J ND ND ND ND NDug/L 10/06/08 --3 ND ND 2.6 J ND ND ND 0.93 J ND 9.0 0.85 J 0.47 J ----ND ND 2.1 J ND ND ND ND ND
ug/L 04/13/09 --3 ND ND 3.4 ND ND 0.71 J ND 1.1 J 11 ND 0.54 J ----ND ND 2.9 J ND ND ND ND ND
ug/L 10/15/09 --3 ND 8.4 3.8 ND ND 1.2 J 1.0 J 2.9 J 11 1.0 J 0.56 J ----0.95 J ND 3.2 0.57 J 0.75 J ND ND NDug/L 04/26/10 --3 ND ND 2.7 J ND ND 0.81 J 0.61 J 1.0 J 11 1.2 J 0.53 J ----0.51 J ND 3.2 ND ND ND ND NDug/L 10/19/10 --3 ND ND 3.1 ND ND 0.99 J ND 1.5 J 10 0.91 J 0.67 J ----0.59 J ND 3.0 ND 0.51 J ND ND ND
ug/L 04/18/11 --3 ND ND 2.6 J ND ND ND 0.81 J 2.7 J 7.8 1.2 J ND ----1.0 J ND 3.2 ND ND ND ND NDug/L 10/10/11 --3 ND 6.7 3.0 ND ND 1.6 J --3.6 9.6 1.0 J ND ----0.96 J ND 3.9 Dry ND ND ND NDug/L 04/17/12 --3 ND 6.3 2.8 J ND ND 1.4 J 0.86 J 2.3 J 12 1.0 J 0.61 J ----0.95 J ND 3.6 Dry 0.78 J ND ND ND
ug/L 10/09/12 --3 ND 5.6 3.1 ND ND 1.3 J 1.4 J 2.5 J 11 1.2 J 0.80 J ----0.91 J ND 3.5 Dry 0.59 J ND ND ND
ug/L 04/15/13 --3 ND ND 1.9 J ND ND 1.1 J 0.41 J 1.1 J 10 1.2 J 0.60 J ----0.61 J ND 3.1 Dry 0.57 J ND ND NDug/L 09/30/13 --3 ND ND 1.2 J ND ND 1.2 J 1.0 J 0.64 J 9.2 0.45 J 0.72 J ----0.47 J ND 2.5 J Dry 0.50 J ND ND NDug/L 04/16/14 --3 ND ND 1.8 J ND ND 1.2 J 0.75 J 0.74 J 9.1 0.74 J 0.72 J ----ND 0.52 J 3.3 Dry ND ND ND ND
ug/L 10/15/14 0.17 3 Dry 1.6 J 2.1 J ND ND 0.96 J 1.4 J 3.1 10 0.86 J 0.59 J ----0.51 J ND 2.6 J Dry 0.62 J ND ND NDug/L 04/15/15 0.17 3 ND ND 2.1 J ND ND 0.69 J ND 1.1 J 10 0.86 J 0.72 J ----0.53 J 0.44 J 2.7 J Dry 0.76 J ND ND NDug/L 10/07/15 0.17 3 ND ND 2.3 J ND ND 1.2 J 1.8 J 3.6 9.9 1.2 J 0.76 J ----0.48 J ND 2.6 J 0.64 J 0.51 J ND ND ND
ug/L 04/11/16 0.17 3 ND ND 1.2 J ND ND 0.74 J ND 2.1 J 10 0.88 J 0.71 J ----ND ND 2.6 J ND 0.65 J ND ND ND
ug/L 11/30/16 0.17 3 ND ND 1.4 J ND ND 1.0 J 1.4 J 3.1 8.4 1.2 J 0.72 J ----0.64 J ND 2.3 J ND 0.44 J 0.41 J ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 7 of 15 0739615016
MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Chloroethane ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 3000 ug/L ug/L 03/21/91 ------------------------------------------ND --No EPA MCL ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --
ug/L 06/27/95 --------------13.3 4.2 6.6 8.5 --------------------ND --ug/L 09/22/95 ----ND ND ND ND ND 12 14 ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----23 14 ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND ----ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------23 ND ND ND ----ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------17 ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------19 ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/14/98 ----ND --------16 ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------15 ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------11 ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ----ND ND ND ND ND 6 ND ND ND 2 ND ND ND ND ND ND 2 ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --10 ND ND ND ND ND 1.3 J ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/23/08 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/06/08 --10 ND ND ND ND ND 4.8 J 0.55 J 0.78 J 1.3 J 2.0 J ND ----ND ND 1.2 J 2.5 J ND ND ND ND
ug/L 04/13/09 --10 ND ND ND ND ND ND ND 1.1 J ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/15/09 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/19/10 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/18/11 --10 ND ND ND ND ND ND ND ND ND 0.80 J ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --10 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --10 ND ND ND ND ND ND ND 0.54 J ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/13 --10 ND ND ND ND ND ND ND 0.79 J ND ND ND ----ND ND 0.65 J Dry ND ND ND NDug/L 09/30/13 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.23 10 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.23 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/07/15 0.23 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.23 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 0.23 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND1,2-Dichlorobenzene ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
NC 2L = 20 ug/L ug/L 04/28/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
EPA MCL = 600 ug/L ug/L 10/09/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --5 ND ND 0.75 J ND ND ND ND 0.81 J 0.61 J 0.39 J 0.33 J ----ND ND 2.7 J ND 0.77 J ND ND NDug/L 04/23/08 --5 ND ND 0.43 J ND ND ND ND ND 0.69 J ND ND ----ND ND 2.1 J ND ND ND ND ND
ug/L 10/06/08 --5 ND ND 0.42 J ND ND ND ND ND 0.64 J ND ND ----ND ND 1.5 J ND ND ND ND NDug/L 04/13/09 --5 ND ND 0.64 J ND ND ND ND ND 0.73 J ND ND ----ND ND 2.3 J ND 0.49 J ND ND NDug/L 10/15/09 --5 ND 0.62 J 0.67 J ND ND ND ND 0.81 J 0.69 J ND ND ----ND ND 2.2 J ND 0.75 J ND ND ND
ug/L 04/26/10 --5 ND ND 0.50 J ND ND ND ND ND 0.82 J 0.50 J ND ----ND ND 2.0 J ND ND ND ND ND
ug/L 10/19/10 --5 ND ND 0.53 J ND ND ND ND ND 0.88 J ND ND ----ND ND 2.1 J ND 0.57 J ND ND NDug/L 04/18/11 --5 ND ND 0.43 J ND ND ND ND 0.51 J 0.67 J ND ND ----ND ND 2.0 J ND 0.64 J ND ND NDug/L 10/10/11 --5 ND 0.47 J 0.49 J ND ND ND --0.86 J 0.49 J ND ND ----ND ND 1.9 J Dry 0.62 J ND ND ND
ug/L 04/17/12 --5 ND 0.49 J 0.64 J ND ND ND ND ND 0.66 J 0.33 J 0.36 J ----ND ND 2.0 J Dry 0.75 J ND ND NDug/L 10/09/12 --5 ND ND 0.49 J ND ND ND ND 0.48 J 0.76 J ND ND ----ND ND 2.0 J Dry 0.54 J ND ND NDug/L 04/15/13 --5 ND ND ND ND ND ND ND ND 0.65 J ND ND ----ND ND 1.7 J Dry 0.56 J ND ND ND
ug/L 09/30/13 --5 ND ND ND ND ND ND ND ND 0.72 J ND ND ----ND ND 1.2 J Dry 0.45 J ND ND ND
ug/L 04/16/14 --5 ND ND ND ND ND ND ND ND 0.68 J ND ND ----ND ND 1.7 J Dry ND ND ND NDug/L 10/15/14 0.19 5 Dry ND ND ND ND ND ND 0.59 J 0.58 J ND ND ----ND ND 1.3 J Dry 0.54 J ND ND NDug/L 04/15/15 0.19 5 ND ND ND ND ND ND ND ND 0.51 J ND ND ----ND ND 1.4 J Dry 0.72 J ND ND ND
ug/L 10/07/15 0.19 5 ND ND 0.42 J ND ND ND ND 0.65 J ND ND ND ----ND ND 1.1 J ND 0.50 J ND ND ND
ug/L 04/11/16 0.19 5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND 1.0 J ND 0.59 J ND ND NDug/L 11/30/16 0.19 5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND 0.92 J ND ND ND ND ND
1,4-Dichlorobenzene ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 6 ug/L ug/L 03/21/91 ------------------------------------------ND --EPA MCL = 75 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --
ug/L 06/27/95 --------------ND 3.3 2 7.4 --------------------ND --
ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND 7 ND ND ND ND ND ND 6 6 ----ND --ug/L 10/29/97 ----ND --------ND ND ND 7 ND ND ND ND ND ND 7.8 6.1 ----ND --ug/L 04/30/98 ----ND --------ND ND ND 7.1 ND ND ND ND ND ND ND ND ----ND --
ug/L 10/14/98 ----ND --------ND ND ND 5.2 ND ND ND ND ND ND 9.7 ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND 5.9 ND ND ND ND ND ND 8.7 5.6 ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 21 ----ND --ug/L 03/14/00 ----ND ND 3 ND ND ND ND ND 4 ND 3 ND 3 ND ND 2 ND ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND 7.5 6.4 ----ND --ug/L 10/17/00 ----ND --------ND ND ND 10 ND ND ND ND ND ND 9.5 6.3 ----ND --ug/L 04/10/01 ----ND --------ND ND ND 5.1 ND ND ND ND ND ND 6.7 5.9 ----ND --
ug/L 10/11/01 ----ND --------ND ND ND 5.6 ND ND ND ND ND ND ND 8.3 ----ND --
ug/L 04/18/02 ----ND --------ND ND ND 5.9 ND ND ND ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND 5.7 5.1 ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND 5.3 ND ND ND ND ND ND ND 7.5 ----ND --
ug/L 10/13/03 ----ND --------ND ND ND 5.8 ND ND ----ND ND ND 7.8 ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND 5.9 ND ND ----ND ND 5.1 6.9 ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND 6.1 ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 6.6 ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND 6.8 ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND 6 ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND 3.5 ND ND ----ND ND 5.3 5.7 ND ND ND --
ug/L 10/30/07 --1 ND ND 1.9 ND ND 2.0 0.49 J 4.0 3.0 3.4 2.1 ----0.97 J 0.54 J 5.7 3.3 1.1 ND ND NDug/L 04/23/08 --1 ND ND 1.8 ND ND ND ND ND 4.2 3.6 ND ----ND 3.5 5.5 ND ND ND ND ND
ug/L 10/06/08 --1 ND ND ND ND ND ND 1.5 ND 3.6 3.3 ND ----0.44 J 0.60 J 4.9 5.8 ND ND ND ND
ug/L 04/13/09 --1 ND ND 2.3 ND ND 1.6 ND 0.97 J 4.2 1.2 2.1 ----0.70 J 0.85 J 6.9 5.9 1.1 ND ND NDug/L 10/15/09 --1 ND ND 2.6 ND ND 3.4 1.6 4.1 3.7 3.2 2.2 ----ND ND 5.5 5.3 1.8 ND ND NDug/L 04/26/10 --1 ND ND 2.0 ND ND 1.8 1.2 0.67 J 3.9 3.6 ND ----1.1 0.66 J 6.0 4.9 ND ND ND ND
ug/L 10/19/10 --1 ND ND ND ND ND ND ND 1.8 3.9 2.8 ND ----ND 0.59 J 4.2 5.3 ND ND ND ND
ug/L 04/18/11 --1 ND ND 1.5 ND ND 1.7 0.92 J 3.0 3.0 3.2 1.6 ----1.7 ND 5.0 5.4 ND ND ND NDug/L 10/10/11 --1 ND 0.82 J ND ND ND 4.0 --4.1 3.1 2.9 ND ----1.5 ND 5.1 Dry 1.7 ND ND NDug/L 04/17/12 --1 ND ND 2.2 ND ND 4.3 1.1 2.6 4.0 3.0 ND ----ND 0.50 J 5.2 Dry 1.5 ND ND ND
ug/L 10/09/12 --1 ND ND ND ND ND 3.7 1.8 3.3 4.9 3.3 ND ----ND 0.61 J 5.1 Dry ND ND ND NDug/L 04/15/13 --1 ND ND 1.9 ND ND 3.2 0.74 J 1.1 3.9 3.1 2.0 ----0.89 J 0.52 J 4.7 Dry 1.3 ND ND NDug/L 09/30/13 --1 ND ND ND ND ND 3.0 1.4 0.41 J 3.9 0.99 J 2.2 ----0.63 J 0.66 J 4.4 Dry ND ND ND ND
ug/L 04/16/14 --1 ND ND ND ND ND 3.1 0.83 J 0.60 J 3.7 2.0 1.9 ----ND ND 4.7 Dry ND ND ND ND
ug/L 10/15/14 0.19 1 Dry ND ND ND ND 2.4 1.6 4.1 3.3 2.4 ND ----ND ND 4.0 Dry ND ND ND NDug/L 04/15/15 0.19 1 ND ND ND ND 0.45 J 1.2 0.58 J 0.72 J 3.4 ND 2.1 ----0.41 J ND 4.0 Dry 1.3 ND ND NDug/L 10/07/15 0.19 1 ND ND ND ND ND 2.3 1.4 5.4 3.3 3.0 ND ----0.71 J 0.52 J 3.9 7.8 0.84 J ND ND ND
ug/L 04/11/16 0.19 1 ND ND ND ND ND 1.4 ND 2.3 3.1 2.1 2.1 ----ND 0.64 J 4.8 5.4 1.2 0.47 J ND NDug/L 11/30/16 0.19 1 ND ND ND ND ND 1.9 1.3 3.5 2.5 2.7 ND ----0.65 J 0.44 J 3.5 4.8 ND ND ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 8 of 15 0739615016
MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
1,1,-Dichloroethane ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 6 ug/L ug/L 03/21/91 ------------------------------------------ND --No EPA MCL ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --
ug/L 06/27/95 --------------7.9 9.3 13.4 9.6 --------------------ND --ug/L 09/22/95 ----ND ND 9 ND ND 18 10 19 12 --------------------ND --ug/L 03/28/96 ----ND ND 11 ----ND 14 ND 10 --------------------ND --
ug/L 10/29/96 ----ND --------70 7 ND 7 ND 19 ND ND ND 6 ND 80 ----ND --
ug/L 04/08/97 ----ND --------74 5 ND 6 16 22 ND 21 6 8 14 72 ----ND --ug/L 10/29/97 ----ND --------64 6.2 8.3 7.5 22 20 ND 18 ND 6.8 12 72 ----ND --ug/L 04/30/98 ----ND --------45 8.1 ND 5.3 ND 21 ND 18 ND 6.7 ND 60 ----ND --
ug/L 10/14/98 ----ND --------50 ND ND ND 9.8 ND 6.1 15 ND 5.2 8.4 46 ----ND --
ug/L 04/27/99 ----ND --------37 ND ND 5.6 7.8 21 ND 18 ND ND 9.7 39 ----ND --ug/L 10/21/99 ----ND --------12 ND ND ND 5.1 16 ND 13 ND ND ND 24 ----ND --
ug/L 03/14/00 ----ND ND 4 ND ND 12 ND ND ND 4 14 ND 10 ND 2 ND 20 ----ND --
ug/L 04/19/00 ----ND --------19 ND ND ND 6.4 17 ND 14 ND ND 5.9 23 ----ND --ug/L 10/17/00 ----ND --------909 ND ND ND 9.6 17 ND 12 ND ND ND 24 ----ND --ug/L 04/10/01 ----ND --------9.2 ND ND ND 8.4 18 ND 13 ND ND 5.5 23 ----ND --
ug/L 10/11/01 ----ND --------16 ND 6 ND 11 16 ND 11 ND ND ND 22 ----ND --
ug/L 04/18/02 ----ND --------5.5 ND ND ND 9.9 13.8 ND 9.3 ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------5.7 ND ND ND 9 10.9 ND 7.6 ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND 6.8 10.7 ND 7.3 ND ND ND 9.5 ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND 5.1 --ND --ND ND ND 11.7 ND 6.9 ND --ug/L 04/26/04 ----ND --------ND ND ND ND 5.4 10.6 ND --ND ND ND 10.7 ND 6.9 ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND --ND --ND ND ND 8.5 ND ND ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND 8.4 ND --ND ND ND 11.5 ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 10.7 ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND 7.6 ------ND ND 10.1 ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND 7.9 ----ND ND ND 17.7 ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND 7.5 --ND ND ND 5.9 ND ND ND --
ug/L 10/30/07 --5 ND ND 1.1 J ND 0.69 J 1.4 J 0.38 J 4.3 J 0.51 J 5.2 7.8 ----3.4 J 3.5 J 1.0 J 3.6 J 1.5 J 1.4 J ND NDug/L 04/23/08 --5 ND ND 0.84 J ND ND ND 0.76 J ND 0.87 J 2.8 J 5.8 ----ND 5.1 1.2 J 1.0 J 1.0 J ND ND NDug/L 10/06/08 --5 ND ND 0.61 J ND ND ND ND ND 0.83 J 2.8 J 7.0 ----ND 0.42 J 1.2 J 7.4 0.76 J 1.3 J ND ND
ug/L 04/13/09 --5 ND ND 0.77 J ND ND 0.67 J ND 0.65 J 0.74 J 0.50 J 4.9 J ----ND ND 0.79 J 4.7 J 0.74 J 0.74 J ND NDug/L 10/15/09 --5 ND ND 0.76 J ND 0.78 J 1.1 J ND 1.2 J 0.45 J 1.8 J 4.4 J ----ND ND 0.71 J 2.4 J 1.0 J 0.67 J ND NDug/L 04/26/10 --5 ND ND 0.56 J ND ND 0.51 J ND 0.86 J 0.49 J 1.6 J 4.7 J ----ND ND 0.64 J 2.8 J ND 0.85 J ND ND
ug/L 10/19/10 --5 ND ND 0.59 J ND ND 0.75 J ND 0.74 J 0.59 J 1.2 J 5.0 ----ND ND 0.68 J 2.7 J 0.53 J 0.79 J ND ND
ug/L 04/18/11 --5 ND ND 0.47 J ND ND 0.51 J ND 1.0 J 0.50 J 1.4 J 4.2 J ----ND ND 0.69 J 2.0 J 0.83 J 0.67 J ND NDug/L 10/10/11 --5 ND ND 0.53 J ND 0.42 J 0.91 J --1.0 J 0.45 J 1.4 J 3.8 J ----ND ND 0.78 J Dry 0.85 J 0.65 J ND NDug/L 04/17/12 --5 ND ND 0.51 J ND ND 0.87 J ND 1.0 J 0.40 J 1.2 J 4.1 J ----ND ND 0.66 J Dry 0.71 J 0.46 J ND ND
ug/L 10/09/12 --5 ND ND 0.64 J ND ND 0.46 J ND 0.75 J 0.55 J 1.0 J 4.2 J ----ND ND 0.58 J Dry 0.59 J 0.46 J ND NDug/L 04/15/13 --5 ND ND ND ND ND 0.53 J ND 0.85 J 0.45 J 1.1 J 5.6 ----ND ND 0.49 J Dry 0.64 J 0.60 J ND NDug/L 09/30/13 --5 ND ND ND ND ND 0.49 J 0.42 J ND ND ND 2.9 J ----ND ND ND Dry ND 0.73 J ND ND
ug/L 04/16/14 --5 ND ND ND ND ND 0.53 J ND 0.45 J 0.42 J 0.47 J 3.8 J ----ND ND ND Dry ND 1.6 J ND ND
ug/L 10/15/14 0.13 5 Dry ND ND ND ND 0.50 J ND 0.87 J ND 0.59 J 4.2 J ----ND ND ND Dry ND 0.80 J ND NDug/L 04/15/15 0.13 5 ND ND ND ND ND ND ND ND ND 0.49 J 3.0 J ----ND ND ND Dry 0.44 J ND ND NDug/L 10/07/15 0.13 5 ND ND ND ND ND 0.58 J ND 0.62 J ND 0.53 J 3.9 J ----ND ND 0.73 J 1.1 J ND 0.45 J ND ND
ug/L 04/11/16 0.13 5 ND ND ND ND ND ND ND 0.61 J ND 0.42 J 1.7 J ----ND ND 0.66 J 0.90 J ND 0.62 J ND ND
ug/L 11/30/16 0.13 5 ND ND ND ND ND ND ND 0.70 J ND 0.44 J 1.9 J ----ND ND 0.59 J 0.77 J ND 0.48 J ND ND1,2-Dichloroethane ug/L 10/30/07 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
NC 2L = 0.4 ug/L ug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
EPA MCL = 5 ug/L ug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/15/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND 0.45 J ----ND ND ND ND ND ND ND ND
ug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND 0.48 J ----ND ND ND ND ND ND ND NDug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND 0.40 J ----ND ND ND Dry ND ND ND NDug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --1 ND ND 1.4 ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/15/14 0.21 1 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.21 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/07/15 0.21 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/11/16 0.21 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 0.21 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
cis-1,2-Dichloroethene ug/L 04/28/06 ----ND ND 6.4 ND ND 19.6 ND ND ND 13.9 31 ------ND 16.3 18.4 13.1 8.4 ND --
NC 2L = 70 ug/L ug/L 10/09/06 ----ND ND 5.1 ND ND 14.3 9.5 ND 9.3 12 26.3 ----ND ND 17.3 19.4 11.3 8.6 ND --EPA MCL = 70 ug/L ug/L 04/24/07 ----ND ND ND ND ND 15.3 ND ND ND 8.3 27.4 ----ND 5 19.3 7.3 8.7 12.1 ND --ug/L 10/30/07 --5 ND ND 5.1 0.35 J 4.4 J 14 6.4 3.0 J 1.6 J 9.8 25 ----3.8 J 3.0 J 20 17 12 5.3 ND ND
ug/L 04/23/08 --5 ND ND 3.0 J ND ND 3.8 J 3.1 J ND 2.2 J 9.8 19 ----3.6 J 11 20 3.2 J 7.0 ND ND ND
ug/L 10/06/08 --5 ND ND 2.8 J ND ND 5.1 5.8 ND 2.5 J 8.7 22 ----1.6 J 3.2 J 14 12 5.2 4.3 J ND NDug/L 04/13/09 --5 ND ND 3.7 J ND ND 6.1 ND ND 2.9 J 2.3 J 19 ----2.8 J 3.6 J 14 12 6.4 2.4 J ND ND
ug/L 10/15/09 --5 ND 1.9 J 4.6 J 0.41 J 6.2 15 5.1 5.0 1.8 J 8.1 22 ----4.3 J 2.0 J 17 16 12 3.0 J ND ND
ug/L 04/26/10 --5 ND ND 2.8 J 0.43 J 0.60 J 7.5 3.2 J ND 2.3 J 8.0 18 ----3.0 J 2.6 J 13 7.2 5.2 2.9 J ND NDug/L 10/19/10 --5 ND ND 3.0 J ND ND 8.4 ND ND 2.8 J 5.7 23 ----3.4 J 2.6 J 13 10 6.8 4.4 J ND NDug/L 04/18/11 --5 ND ND 2.8 J ND ND 6.8 3.4 J ND 1.9 J 6.3 18 ----2.8 J 2.1 J 12 11 8.2 2.0 J ND ND
ug/L 10/10/11 --5 ND 1.5 J 2.6 J ND 3.0 J 13 --2.8 J 1.6 J 6.7 19 ----3.4 J 2.0 J 12 Dry 9.1 3.4 J ND ND
ug/L 04/17/12 --5 ND 1.4 J 2.2 J 0.39 J 1.8 J 16 2.8 J ND 1.6 J 6.4 19 ----3.3 J 1.9 J 11 Dry 8.0 0.88 J ND NDug/L 10/09/12 --5 ND 1.5 J 2.5 J ND ND 9.1 3.2 J ND 2.0 J 6.6 18 ----2.2 J 1.6 J 7.0 Dry 5.5 2.5 J ND NDug/L 04/15/13 --5 ND ND 1.7 J ND ND 11 1.2 J ND 1.7 J 6.9 23 ----1.8 J 1.9 J 7.3 Dry 6.6 2.0 J ND ND
ug/L 09/30/13 --5 ND ND 1.2 J ND ND 5.6 2.7 J ND 1.7 J 1.8 J 14 ----1.2 J 1.9 J 4.0 J Dry 4.3 J 3.2 J ND NDug/L 04/16/14 --5 ND ND 1.6 J ND ND 6.8 1.6 J ND 2.1 J 2.4 J 16 ----0.66 J 1.9 J 6.7 Dry 2.1 J 6.8 ND NDug/L 10/15/14 0.15 5 Dry 0.70 J 1.9 J ND 0.43 J 4.3 J 2.5 J ND 1.2 J 2.9 J 17 ----1.3 J 1.4 J 5.3 Dry 5.5 4.9 J ND ND
ug/L 04/15/15 0.15 5 ND ND 2.0 J ND 3.1 J 1.6 J 0.47 J ND 0.89 J 2.2 J 14 ----0.76 J 0.72 J 3.4 J Dry 6.4 3.7 J ND ND
ug/L 10/07/15 0.15 5 ND ND 1.7 J ND ND 2.6 J 2.7 J ND 0.69 J 2.5 J 15 ----1.3 J 1.5 J 4.3 J 1.5 J 2.5 J 2.9 J ND NDug/L 04/11/16 0.15 5 ND ND 0.88 J ND 1.0 J 2.0 J 0.49 J 0.50 J 0.85 J 1.1 J 8.6 ----0.82 J 1.4 J 3.1 J 0.42 J 3.9 J 3.9 J ND NDug/L 11/30/16 0.15 5 ND ND 0.68 J ND 0.58 J 2.0 J 2.1 J 0.52 J 0.63 J 1.5 J 8.8 ----0.79 J 0.94 J 3.6 J 0.53 J 1.7 J 3.9 J ND ND
trans-1,2-Dichloroethene ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --NC 2L = 100 ug/L ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --EPA MCL = 100 ug/L ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/30/07 --5 ND ND ND ND ND ND ND ND ND 4.1 J 4.2 J ----ND ND ND ND ND ND ND ND
ug/L 04/23/08 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/06/08 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/13/09 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/15/09 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/19/10 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/10/11 --5 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/09/12 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 09/30/13 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.21 5 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/15 0.21 5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 0.21 5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/11/16 0.21 5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 11/30/16 0.21 5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 9 of 15 0739615016
MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Ethylbenzene ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 600 ug/L ug/L 03/21/91 ------------------------------------------ND --EPA MCL = 700 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --
ug/L 06/27/95 --------------ND ND ND ND --------------------ND --ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 9.4 ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/15/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.13 1 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.13 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/07/15 0.13 1 ND ND ND ND ND 0.66 J ND ND ND ND ND ----ND ND 0.62 J ND ND ND ND ND
ug/L 04/11/16 0.13 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 0.13 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND 0.48 J ND ND ND ND NDChloromethaneug/L 03/05/90 ------------------------------------------ND --
NC 2L = 3 ug/L ug/L 03/21/91 ------------------------------------------ND --
No EPA MCL ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --ug/L 06/27/95 --------------ND ND ND ND --------------------ND --
ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND --------------------ND --
ug/L 04/08/97 ----ND --------ND ND ND ND --------------------ND --
ug/L 10/29/97 ----ND --------ND ND 26 ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND 40 ND ----ND --ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND 32 ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND --ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/30/07 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/15/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/19/10 --1 ND ND ND 0.67 J ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.13 1 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.13 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 0.13 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.13 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 11/30/16 0.13 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
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MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Dibromomethane ug/L 03/05/90 ------------------------------------------ND --
SWS GPS = 70 ug/L ug/L 03/21/91 ------------------------------------------ND --No EPA MCL ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --
ug/L 06/27/95 --------------ND ND ND ND --------------------ND --ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 11 ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/23/08 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/06/08 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/15/09 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/19/10 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/18/11 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --10 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/13 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND dry ND ND ND ND
ug/L 10/15/14 0.27 10 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.27 10 ND ND ND ND ND ND ND --ND ND ND --------ND Dry ND ND ND ND
ug/L 10/07/15 0.27 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.27 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 0.27 10 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDMethylene chloride ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 5 ug/L ug/L 03/21/91 ------------------------------------------ND --
EPA MCL = 5 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --ug/L 06/27/95 --------------ND ND ND ND --------------------ND --
ug/L 09/22/95 ----ND ND ND ND ND 40 ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----15 ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND 12 ND 12 ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND 13 ND ND ND ND ND ND ----ND --
ug/L 10/29/97 ----ND --------ND ND ND ND ND 15 ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND 3 ND ND ND ND ND ND ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/30/07 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND 0.60 B ----ND ND ND ND ND ND ND 0.67 Jug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/15/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND 0.42 J ----ND ND ND ND ND ND ND NDug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND 0.40 J ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND 0.52 J ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND 0.50 J ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND 0.92 J ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.23 1 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.23 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 0.23 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.23 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 11/30/16 0.23 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
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MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
2-Butanone ug/L 10/30/07 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
NC 2L = 4000 ug/L ug/L 04/23/08 --100 ND ND ND ND ND ND 4.8 J 2.8 J ND ND ND ----ND ND ND ND ND ND ND NDNo EPA MCL ug/L 10/06/08 --100 ND ND ND ND ND 17 J 14 J ND ND 33 J ND ----ND ND ND ND ND ND ND NDug/L 04/13/09 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/15/09 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --100 ND ND ND ND ND ND ND ND 6.8 J ND ND ----ND ND ND ND ND ND ND NDug/L 10/19/10 --100 ND ND ND ND ND 3.8 J ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/10/11 --100 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/09/12 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 09/30/13 --100 ND ND ND ND ND 2.6 J ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --100 ND ND ND ND ND 2.4 J 1.3 J ND 13 J ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 1.3 100 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/15 1.3 100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 1.3 100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/11/16 1.3 100 ND ND ND ND ND 28 J 7.0 J ND 4.2 J ND ND ----ND ND ND ND ND ND ND ND
ug/L 11/30/16 1.3 100 ND ND ND ND ND 1.4 J ND ND ND ND ND ----ND ND ND 6.4 J ND ND ND ND
4-Methyl-2-pentanone ug/L 10/30/07 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDGPS = 560 ug/L ug/L 04/23/08 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDEPA MCL = 5 ug/L ug/L 10/06/08 --100 ND ND ND ND ND ND 0.73 J ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/15/09 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/19/10 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --100 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/13 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 1.1 100 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 1.1 100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 1.1 100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 1.1 100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 1.1 100 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDStyreneug/L 06/27/95 --------------ND ND ND ND --------------------ND --
NC 2L = 70 ug/L ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --
EPA MCL = 100 ug/L ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 12 ----ND --ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/30/07 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/15/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND dry ND ND ND NDug/L 10/15/14 0.11 1 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/15 0.11 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 0.11 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/11/16 0.11 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 11/30/16 0.11 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 12 of 15 0739615016
MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Tetrachloroethene ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 0.7 ug/L ug/L 03/21/91 ------------------------------------------ND --EPA MCL = 5 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --
ug/L 06/27/95 --------------8.4 3.2 ND ND --------------------ND --ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----12 ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND ND 8 ND 7 ND ND ND 6 ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 8 ----ND --ug/L 10/29/97 ----ND --------9.2 ND ND ND ND 15 ND 15 ND ND ND 9.1 ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND 17 ND 13 ND ND ND 8.2 ----ND --
ug/L 10/14/98 ----ND --------ND ND ND ND ND 12.7 ND 8.7 ND ND ND 5 ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND 10 ND 7.9 ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND 8.6 ND 6.5 ND ND ND 7.6 ----ND --
ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND 8 ND 6 ND ND ND 3 ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND 10 ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND 9 ND 6.5 ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------8.1 ND ND ND ND 6.5 ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND 8.4 ND 6.3 ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND 7.3 ND 5.9 ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND ND ND 6 ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND 5.3 ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ------ND ND ND ND ND 6.3 ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND 5.2 ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ------ND ND ND ND ND --ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND 4 J ----ND ND ND ND ND 3 ND --ug/L 10/30/07 --1 ND ND ND ND 0.35 J ND ND ND ND ND 3.1 J ----ND 0.43 J 0.52 J 0.38 J 0.71 J 0.49 J ND NDug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND 2.8 ----ND ND 0.40 J ND 0.54 J ND ND ND
ug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND 2.0 ----ND ND ND 0.49 J 0.49 J ND ND ND
ug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND ND 2.9 ----ND 0.48 J 0.44 J 0.49 J 0.47 J 0.84 J ND NDug/L 10/15/09 --1 ND ND ND ND ND ND ND ND ND ND 2.7 ----ND 0.44 J ND 0.50 J 0.53 J ND ND NDug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND 2.9 ----ND 0.52 J ND 0.47 J ND 0.46 J ND ND
ug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND 2.7 ----ND ND ND 0.52 J ND 0.41 J ND NDug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND 1.8 ----ND ND ND ND ND ND ND NDug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND 1.8 ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND 2.0 ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND 2.5 ----ND ND ND Dry ND ND ND NDug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND 2.2 ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND 1.5 ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND 2.2 ----ND ND ND Dry ND 0.57 J ND ND
ug/L 10/15/14 0.17 1 Dry ND ND ND ND ND ND ND ND ND 1.8 ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.17 1 ND ND ND ND ND ND ND ND ND ND 1.7 ----ND ND ND Dry ND ND ND ND
ug/L 10/07/15 0.17 1 ND ND ND ND ND ND ND ND ND ND 1.4 ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.17 1 ND ND ND ND ND ND ND ND ND ND 0.67 J ----ND ND ND ND ND ND ND NDug/L 11/30/16 0.17 1 ND ND ND ND ND ND ND ND ND ND 0.94 J ----ND ND ND ND ND ND ND NDTolueneug/L 03/05/90 ------------------------------------------ND --
NC 2L = 600 ug/L ug/L 03/21/91 ------------------------------------------ND --
EPA MCL = 1000 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --ug/L 06/27/95 --------------ND ND ND ND --------------------ND --
ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --
ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 15 ----ND --ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 03/14/00 ----ND ND ND ND 2 ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/30/07 --1 ND ND ND ND ND ND ND ND ND 0.52 J ND ----ND ND 0.31 J ND ND ND ND ND
ug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND 0.44 J ND ND ND ND ND NDug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND 0.56 J ND ----ND ND 0.53 J ND ND ND ND ND
ug/L 10/15/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND 0.47 J ND ND ND ND NDug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND 0.47 J Dry ND ND ND NDug/L 10/09/12 --1 ND ND ND ND ND ND 0.44 J ND ND ND ND ----ND ND 0.43 J Dry ND ND ND ND
ug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry 0.46 J ND ND NDug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.14 1 Dry ND ND ND ND ND ND 0.59 J ND ND ND ----ND ND ND Dry 0.40 J ND ND ND
ug/L 04/15/15 0.14 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 0.14 1 ND ND ND ND ND ND ND 0.56 J ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/11/16 0.14 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 11/30/16 0.14 1 ND ND ND ND ND 0.48 J ND 0.60 J ND ND ND ----ND ND ND ND ND ND ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 13 of 15 0739615016
MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
1,1,1-Trichloroethane ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 200 ug/L ug/L 03/21/91 ------------------------------------------ND --EPA MCL = 200 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --
ug/L 06/27/95 --------------9.1 ND ND ND --------------------ND --ug/L 09/22/95 ------ND ND ND ND ND ND ND ND --------------------ND --ug/L 03/28/96 ------ND ND ND --10 ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------6 ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/15/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.12 1 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.12 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/07/15 0.12 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.12 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 0.12 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDTrichloroetheneug/L 03/05/90 ------------------------------------------ND --
NC 2L = 3 ug/L ug/L 03/21/91 ------------------------------------------ND --
EPA MCL = 5 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --ug/L 06/27/95 --------------3.6 ND ND ND --------------------ND --
ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----6.4 ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND 7 ND ND ND ND ND 5 ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND 9 ND 6 ND ND ND ND ----ND --
ug/L 10/29/97 ----ND --------ND ND ND ND ND 8.9 ND 6.3 ND ND ND 5.9 ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND 9.8 ND 6.4 ND ND ND 5.4 ----ND --ug/L 10/14/98 ----ND --------ND ND ND ND ND 8.4 ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND 7.2 ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND 6.2 ND ND ND ND ND ND ----ND --ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND 8 ND ND ND ND ND 3 ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND 7.6 ND ND ND ND ND ND ----ND --
ug/L 10/17/00 ----ND --------ND ND ND ND ND 5.1 ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------5.2 ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/11/01 ----ND --------ND ND ND ND ND 5.6 ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/26/04 ----ND --------ND ND ND ND ND ------ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/30/07 --1 ND ND 0.30 J ND 0.40 J ND ND 0.31 J ND 0.36 J 1.9 J ----0.31 J ND 1.5 J 0.46 J 0.85 J 0.48 J ND NDug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND 2.2 ----ND 0.50 J 1.0 ND 0.53 J ND ND NDug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND 1.5 ----ND ND 0.76 J 0.46 J 0.41 J ND ND ND
ug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND ND 1.7 ----ND ND 1.0 0.74 J 0.51 J ND ND ND
ug/L 10/15/09 --1 ND 0.64 J ND ND 0.51 J ND ND 0.44 J ND ND 1.6 ----ND ND 0.97 J 0.50 J 0.79 J ND ND NDug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND 1.7 ----ND ND 0.85 J 0.50 J 0.42 J ND ND NDug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND 1.6 ----ND ND 0.59 J 0.42 J ND ND ND ND
ug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND 1.3 ----ND ND ND ND ND ND ND NDug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND 1.2 ----ND ND 0.77 J Dry ND ND ND NDug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND 1.6 ----ND ND 0.50 J Dry 0.61 J ND ND ND
ug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND 1.9 ----ND ND 0.54 J Dry 0.56 J ND ND ND
ug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND 1.9 ----ND ND ND Dry 0.58 J ND ND NDug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND 1.1 ----ND ND ND Dry ND ND ND NDug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND 0.41 J Dry ND 0.55 J ND ND
ug/L 10/15/14 0.15 1 Dry ND ND ND ND ND ND ND ND ND 1.3 ----ND ND ND Dry 0.40 J ND ND NDug/L 04/15/15 0.15 1 ND ND ND ND ND ND ND ND ND ND 1.5 ----ND ND 0.50 J Dry ND ND ND NDug/L 10/07/15 0.15 1 ND ND ND ND ND ND ND ND ND ND 1.1 ----ND ND ND 0.53 J ND 0.51 J ND ND
ug/L 04/11/16 0.15 1 ND ND ND ND ND ND ND ND ND ND 0.70 J ----ND ND ND ND ND ND ND ND
ug/L 11/30/16 0.15 1 ND ND ND ND ND ND ND ND ND ND 0.68 J ----ND ND ND ND ND ND ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 14 of 15 0739615016
MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Trichlorofluoromethane ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 2000 ug/L ug/L 03/21/91 ------------------------------------------ND --No EPA MCL ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --
ug/L 06/27/95 --------------2.9 ND ND ND --------------------ND --ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --
ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/18/02 ----ND --------ND ND ND ND ND ND 5.7 ND ND ND ND ND ----ND --ug/L 10/08/02 ----ND --------ND ND ND ND ND ND 22 ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND 62.3 ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --
ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 10/30/07 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/23/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/06/08 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/13/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/15/09 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/26/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/19/10 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 04/18/11 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --1 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/09/12 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/15/14 0.24 1 Dry ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 04/15/15 0.24 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 10/07/15 0.24 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.24 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 0.24 1 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDVinyl chloride ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 0.03 ug/L ug/L 03/21/91 ------------------------------------------ND --
EPA MCL = 2 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --ug/L 06/27/95 --------------5.3 9.4 40.3 15.9 --------------------ND --
ug/L 09/22/95 ----ND ND ND ND ND ND ND 45 20 --------------------ND --ug/L 03/28/96 ----ND ND 13 ----ND ND 12 ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/29/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/30/98 ----ND --------ND 10 ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/14/98 ----ND --------ND ND ND ND ND ND 13 ND ND ND 35 ND ----ND --
ug/L 04/27/99 ----ND --------18 ND ND ND ND ND ND ND ND ND 58 ND ----ND --ug/L 10/21/99 ----ND --------21 ND ND ND ND ND ND ND ND ND 28 17 ----ND --ug/L 03/14/00 ----ND ND 8 ND ND 15 5 4 ND 7 8 ND 8 3 ND 16 9 ----ND --
ug/L 04/19/00 ----ND --------25 21 ND ND 19 16 ND ND ND ND ND 11 ----ND --
ug/L 10/17/00 ----ND --------14 ND 28 13 18 ND 14 ND ND ND 40 ND ----ND --ug/L 04/10/01 ----ND --------25 16 ND 11 21 13 13 14 ND ND 35 16 ----ND --ug/L 10/11/01 ----ND --------15 12 28 ND 26 ND 14 ND ND ND 12 ND ----ND --
ug/L 04/18/02 ----ND --------13 10.8 17.7 ND 25.9 ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND 22 ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND 26.1 ND ND ND ND ND 18.5 ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND 11.4 15.8 ND ----ND ND 12.5 ND ND ND ND --
ug/L 04/26/04 ----ND --------ND ND 19.4 ND 19.4 ND ----ND ND 15.9 ND ND ND ND --ug/L 10/25/04 ----ND --------ND ND 13.3 ND 13.3 ------ND ND ND ND ND --ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------11.7 ND 12.8 ND 11.9 ND ND ND ND ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND 14.2 ND ND ND 25 ND ----ND ND 12.8 ND ND ND ND --ug/L 10/09/06 ----ND ND ND ND ND ND ND 12.4 ND 18.9 ND ----ND ND ND ND ND ND ND --ug/L 04/24/07 ----ND ND ND ND ND ND ND ND --10.2 ND ----ND ND 7.6 ND ND ND ND --
ug/L 10/30/07 --1 ND ND 2.7 ND 0.30 J 3.6 ND 4.2 1.2 6.3 2.6 ----ND ND 2.8 ND ND 0.43 J ND NDug/L 04/23/08 --1 ND ND 1.4 ND ND ND 3.0 ND 1.8 9.1 1.8 ----ND ND 5.1 ND 0.90 J ND ND NDug/L 10/06/08 --1 ND ND 1.2 ND ND 3.4 J 2.1 ND 1.9 11 3.3 ----ND 0.59 J 5.8 3.9 0.78 J ND ND ND
ug/L 04/13/09 --1 ND ND 1.6 ND ND 1.3 ND 0.67 J 1.7 3.1 2.2 ----0.59 J ND 5.4 3.0 0.95 J ND ND ND
ug/L 10/15/09 --1 ND 0.92 J 2.1 ND 0.62 J 4.0 ND 5.3 1.1 7.5 2.7 ----ND ND 3.5 ND 1.4 ND ND NDug/L 04/26/10 --1 ND ND 1.9 ND ND 2.0 2.4 0.81 J 1.6 7.2 ND ----0.84 J ND 5.4 2.4 0.61 J ND ND NDug/L 10/19/10 --1 ND ND 1.3 ND ND ND ND 0.53 J ND ND 3.3 ----ND ND ND 2.1 ND ND ND ND
ug/L 04/18/11 --1 ND ND 0.91 J ND ND 0.78 J 0.90 J 1.0 0.71 J 5.7 2.8 ----ND ND 2.8 2.2 0.81 J ND ND NDug/L 10/10/11 --1 ND ND 0.86 J ND ND 2.8 --3.7 1.2 5.0 2.2 ----ND ND 3.1 Dry 0.73 J ND ND NDug/L 04/17/12 --1 ND 0.39 J 0.79 J ND ND 2.0 1.5 ND 1.1 5.0 2.3 ----0.85 J ND 3.7 Dry 0.79 J ND ND ND
ug/L 10/09/12 --1 ND ND 1.3 ND ND 2.0 2.0 ND 1.4 4.0 2.0 ----0.66 J ND 2.6 Dry 0.70 J ND ND ND
ug/L 04/15/13 --1 ND ND 0.61 J ND ND 2.6 1.5 ND 1.1 6.2 2.4 ----0.67 J ND 3.5 Dry 0.75 J ND ND NDug/L 09/30/13 --1 ND ND ND ND ND 3.1 1.4 ND 0.85 J 1.6 2.2 ----0.41 J ND 2.3 Dry ND ND ND ND
ug/L 04/16/14 --1 ND ND ND ND ND 1.7 1.8 ND 1.3 3.1 2.5 ----ND 0.43 J 3.1 Dry ND 0.59 J ND ND
ug/L 10/15/14 0.32 1 Dry ND 0.62 J ND ND 2.2 1.5 0.57 J 0.55 J 4.8 2.6 ----0.77 J ND 2.3 Dry 0.94 J 0.42 J ND NDug/L 04/15/15 0.32 1 ND ND 0.72 J ND ND 0.78 J ND ND ND ND 2.3 ----ND ND 1.8 Dry 1.2 ND ND ND
ug/L 10/07/15 0.32 1 ND ND 0.61 J ND ND 2.7 1.5 ND 0.51 J 3.4 3.7 ----ND ND 3.4 1.2 ND ND ND ND
ug/L 04/11/16 0.32 1 ND ND ND ND ND 0.72 J 0.71 J 0.48 J 0.42 J 2.8 2.5 ----ND ND 3.3 ND 1.2 0.61 J ND NDug/L 11/30/16 0.32 1 ND ND ND ND ND 1.3 1.1 0.64 J ND 2.6 1.8 ----0.40 J ND 2.5 0.48 J 0.77 J 0.62 J ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 15 of 15 0739615016
MW-5 MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-11S MW-11D MW-12S MW-12D MW-13S MW-13D MW-14 MW-15 MW-16S MW-16D PW-1
BlanksBackgroundSWS
Reporting Limit
Assessment or Compliance WellsDetected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Method
Detection Limit
Moore County, North Carolina
TABLE 4
Summary of Historical Groundwater Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Xylenes (Total)ug/L 03/05/90 ------------------------------------------ND --
NC 2L = 500 ug/L ug/L 03/21/91 ------------------------------------------ND --EPA MCL = 10000 ug/L ug/L 03/10/92 ------------------------------------------ND --ug/L 04/20/95 ------------------------------------------ND --
ug/L 06/27/95 --------------ND ND 4.7 4.3 --------------------ND --
ug/L 09/22/95 ----ND ND ND ND ND ND ND ND ND --------------------ND --ug/L 03/28/96 ----ND ND ND ----ND ND ND ND --------------------ND --ug/L 10/29/96 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/08/97 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/29/97 ----ND --------10.2 ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 04/30/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND 18 ----ND --
ug/L 10/14/98 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/27/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/21/99 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 03/14/00 ----ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/19/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 10/17/00 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/10/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/11/01 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/18/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/08/02 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --ug/L 04/09/03 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ----ND --
ug/L 10/13/03 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --ug/L 04/26/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/25/04 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND --ND --ug/L 04/04/05 ----ND --------ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/04/05 ----ND --------ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND --
ug/L 04/28/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/09/06 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 04/24/07 ----ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND --
ug/L 10/30/07 --5 ND ND ND ND ND 0.34 J ND 4.4 J 0.44 J 4.3 J 3.8 J ----3.7 J ND 0.52 J ND ND ND ND ND
ug/L 04/23/08 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 10/06/08 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND 5.4 ND ND ND ND
ug/L 04/13/09 --5 ND ND ND ND ND ND ND ND 0.41 J ND ND ----ND ND 0.47 J 0.98 J ND ND ND ND
ug/L 10/15/09 --5 ND ND ND ND ND ND ND 0.46 J 0.45 J 0.54 J ND ----ND ND 0.51 J ND ND ND ND ND
ug/L 04/26/10 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND 0.52 J 1.3 J ND ND ND ND
ug/L 10/19/10 --5 ND ND ND ND ND ND ND 0.47 J 0.41 J 0.47 J ND ----ND ND 0.48 J ND ND ND ND ND
ug/L 04/18/11 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 10/10/11 --5 ND ND ND ND ND ND --ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/17/12 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND 0.56 J Dry ND ND ND NDug/L 10/09/12 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND 0.45 J Dry ND ND ND ND
ug/L 04/15/13 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 09/30/13 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/16/14 --5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/15/14 0.45 5 Dry ND ND ND ND ND ND 0.60 J ND ND ND ----ND ND ND Dry ND ND ND ND
ug/L 04/15/15 0.45 5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND Dry ND ND ND NDug/L 10/07/15 0.45 5 ND ND ND ND ND ND ND 0.93 J ND ND ND ----ND ND ND ND ND ND ND ND
ug/L 04/11/16 0.45 5 ND ND ND ND ND ND ND ND ND ND ND ----ND ND ND ND ND ND ND NDug/L 11/30/16 0.45 5 ND ND ND ND ND ND ND 0.61 J ND ND ND ----ND ND ND ND ND ND ND ND
Notes:1.) ug/L = Micrograms per liter2.) ND = Not detected at the stated reporting limit3.) NM = Not measured4.) J = Estimated concentration reported below Solid Waste Section Limit5.) -- = No data available
6.) Blanks = Field, trip, and method blanks
7.) Reanalysis = Reanalysis result in parenthesis next to the original result (e.g., reanalysis was performed for arsenic in January 2017)7.) Dissolved = Dissolved sample in brackets [e.g. a dissolved sample was analyzed for MW-9 for the Febuary 2017 verification event]9.) Bold = Concentration above the current NC 2L Groundwater Standard or NC SWS Groundwater Protection Standard
10.) Shaded and Bold = Concentration above the current NC 2L Groundwater Standard or NC SWS Groundwater Protection Standard and EPA MCL11.) EPA MCL = US Environmental Protection Agency Maximum Contaminant Level
12.) SWS GSP = Solid Waste Section Groundwater Protection Standard
13.) SWS Reporting Limit = NCPQL or lab-specific reporting limit prior to October 2007 and NCSWSL starting in October 2007
14.) * = EPA MCL is an action level
15.) # = EPA MCL is a secondary standard16.) Historical data prior to 10/30/07 provided by HDR Engineering of the Carolinas, Inc.17.) Samples collected using low-flow purge and sample techniques.
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
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Parameter Reporting
Units
Sample
Date MW-1 MW-2 MW-3 MW-4 MW-5 MW-6 MW-7 MW-8*MW-9 MW-11S MW-11D*MW-13S*MW-13D*MW-14 MW-15 MW-16S MW-16D*PW-1*Blanks
pH (field)S.U.04/28/06 5.00 6.10 5.00 5.10 4.90 5.90 5.90 6.10 6.40 6.30 4.70 --5.40 5.90 5.50 4.70 4.70 5.00 --
S.U.10/09/06 5.10 6.10 4.90 5.20 4.70 5.80 5.90 6.10 6.50 6.40 4.70 6.10 5.30 6.00 5.60 4.60 4.90 4.50 --
S.U.04/24/07 5.30 6.00 4.80 4.60 5.00 5.60 6.00 6.00 6.30 6.20 5.10 6.10 5.10 5.80 5.60 4.60 4.70 5.60 --
S.U.11/01/07 4.59 6.08 4.65 5.04 4.53 5.82 5.89 5.99 6.43 6.40 4.73 5.87 4.92 5.96 5.53 5.28 4.63 5.03 --
S.U.04/23/08 5.55 7.20 5.89 6.07 5.63 7.19 7.62 7.62 7.50 7.78 5.85 8.16 6.55 8.00 7.46 6.59 4.98 5.46 --
S.U.10/08/08 4.52 5.83 3.66 4.82 4.00 5.65 6.00 5.75 6.36 6.16 4.53 7.22 5.13 5.96 5.27 5.56 4.69 4.27 --
S.U.04/13/09 4.76 6.08 4.65 5.05 4.52 5.70 5.70 5.55 6.38 6.23 5.31 5.62 5.10 5.92 5.42 6.02 4.13 3.71 --
S.U.10/17/09 5.69 6.17 4.61 5.46 4.46 6.06 5.78 6.16 6.49 6.39 4.90 5.99 5.11 6.06 5.66 6.28 5.08 7.28 --
S.U.04/26/10 4.53 5.74 4.28 4.42 4.20 5.62 6.02 5.31 6.23 6.05 5.10 5.41 4.54 5.68 5.48 5.65 4.99 4.33 --
S.U.10/19/10 4.66 6.03 4.41 5.01 4.32 5.83 5.93 5.92 6.39 6.35 4.99 6.03 5.05 6.01 5.56 5.88 5.38 4.71 --
S.U.04/18/11 4.39 5.59 4.17 4.72 4.11 5.36 5.68 5.55 6.04 6.13 4.63 5.62 5.00 5.62 5.41 5.87 5.18 5.13 --
S.U.10/10/11 6.12 7.41 6.59 6.79 4.96 6.23 --6.24 6.38 7.15 6.08 6.21 5.25 6.24 Dry 7.91 7.13 5.78 --
S.U.04/17/12 5.33 5.56 3.88 3.91 3.46 5.76 5.80 5.57 6.38 5.86 4.69 5.38 4.68 5.74 Dry 5.92 4.62 5.76 --
S.U.10/09/12 5.58 6.19 4.85 5.22 4.98 6.14 5.57 6.06 6.49 6.07 4.74 5.70 4.67 6.04 Dry 5.73 5.32 5.17 --
S.U.04/15/13 5.19 6.26 4.02 4.71 4.28 5.95 6.12 6.04 6.57 6.67 5.28 5.77 4.70 6.04 Dry 6.07 5.52 5.31 --
S.U.09/30/13 4.83 6.22 4.74 5.31 4.72 6.14 6.23 6.02 6.48 6.14 5.33 6.24 5.67 6.16 Dry 6.13 5.73 4.97 --
S.U.04/16/14 5.28 6.46 5.14 6.16 5.00 6.41 6.64 6.29 6.77 6.70 6.19 6.72 6.07 6.47 Dry 6.61 6.50 6.23 --
S.U.10/15/14 5.63 6.59 5.30 6.12 Dry 6.55 6.62 6.73 7.07 7.06 5.85 6.65 5.73 6.58 Dry 7.13 6.66 5.60 --
S.U.04/15/15 4.61 6.09 4.40 5.93 3.01 6.33 6.44 6.36 6.97 5.86 5.56 6.74 5.93 6.48 Dry 6.57 6.33 5.54 --
S.U.10/07/15 4.38 5.29 3.51 4.70 3.59 6.07 4.11 5.32 6.32 5.60 4.44 5.52 4.12 4.52 4.37 4.80 5.94 6.46 --
S.U.04/11/16 4.81 5.78 3.82 4.94 3.75 5.66 5.70 5.27 6.41 6.42 4.87 5.07 4.87 6.29 5.61 6.32 5.58 4.74 --
S.U.11/30/16 4.48 5.82 4.05 5.98 4.95 6.23 6.23 6.20 6.28 6.55 5.82 5.70 5.33 5.87 5.22 6.55 6.26 6.59 --
(Verification Event)S.U.02/09/17 ----------------6.38 --------------------
Specific Conductance (field)uS/cm 04/28/06 88 697 31 27 21 398 267 728 1788 1144 56 --60 370 241 194 77 28 --
(lab prior to Oct. 07)uS/cm 10/09/06 103 635 34 120 20 398 328 622 1577 1206 48 348 45 447 332 147 74 31 --
uS/cm 04/24/07 105 621 43 98 19 323 479 594 1362 957 74 273 47 430 271 172 61 27 --
uS/cm 11/01/07 103 779 41 132 27 445 472 723 2170 1790 66 338 47 499 300 556 91 26 --
uS/cm 04/23/08 90 705 32 82 20 179 499 403 2163 1532 90 330 48 502 264 476 120 26 --
uS/cm 10/08/08 80 554 30 90 17 316 505 328 1773 1330 105 999 215 457 245 529 684 17 --
uS/cm 04/13/09 92 791 38 123 13 373 369 530 2214 1323 178 258 76 563 315 1160 148 28 --
uS/cm 10/17/09 239 879 44 216 22 623 437 854 2270 1981 81 436 45 584 403 1115 184 21 --
uS/cm 04/26/10 76 717 40 148 15 379 653 551 2184 1645 139 331 56 624 286 425 177 21 --
uS/cm 10/19/10 78 729 46 129 20 523 502 682 2199 1953 97 387 74 679 384 670 207 22 --
uS/cm 04/18/11 89 802 49 142 21 478 452 869 2395 1802 98 410 81 710 392 1406 235 21 --
uS/cm 10/10/11 281 855 53 265 24 699 --1041 2342 1452 64 418 47 671 Dry 898 302 24 --
uS/cm 04/17/12 202 807 39 118 21 619 383 698 2328 791 69 357 49 620 Dry 869 123 24 --
uS/cm 10/09/12 152 821 37 25 20 642 406 698 2092 926 58 341 56 572 Dry 627 212 20 --
uS/cm 04/15/13 71 694 34 75 18 645 405 697 2176 963 52 313 60 532 Dry 930 206 20 --
uS/cm 09/30/13 77 491 43 102 21 725 761 550 2303 1014 144 391 106 673 Dry 1227 359 22 --
uS/cm 04/16/14 95 534 54 99 58 769 697 671 2292 1103 227 422 158 690 Dry 797 684 60 --
uS/cm 10/15/14 120 580 88 148 Dry 920 640 1150 2360 1186 105 420 91 710 Dry 2260 810 45 --
uS/cm 04/15/15 87 576 40 398 23 523 300 455 1835 728 191 263 107 494 Dry 2030 846 17 --
uS/cm 10/07/15 69 588 47 118 23 907 495 1085 2381 1638 180 361 82 739 373 670 633 28 --
uS/cm 04/11/16 53 467 53 351 19 818 521 564 1803 1804 243 261 133 625 280 1326 759 36 --
uS/cm 11/30/16 53 454 46 314 19 917 516 850 2002 2095 263 321 102 780 334 1274 811 23 --
(Verification Event)uS/cm 02/09/17 ----------------2070 --------------------
Temperature (field)Celsius 04/28/06 16.00 15.00 14.00 16.00 16.00 17.00 17.00 13.00 18.00 18.00 18.00 --14.00 17.00 19.00 16.00 16.00 15.00 --
(lab prior to Oct. 07)Celsius 10/09/06 20.00 19.00 19.00 20.00 20.00 19.00 20.00 20.00 20.00 21.00 20.00 21.00 19.00 19.00 18.00 21.00 21.00 18.00 --
Celsius 04/24/07 18.00 17.00 17.00 19.00 17.00 17.00 18.00 16.00 20.00 19.00 17.00 16.00 16.00 16.00 18.00 19.00 17.00 19.00 --
Celsius 11/01/07 18.31 19.20 19.70 19.54 19.48 19.18 23.88 20.66 20.17 19.57 19.27 22.63 20.36 18.73 18.67 21.79 20.70 18.79 --
Celsius 04/23/08 14.84 15.59 14.80 16.55 14.83 16.52 16.28 16.61 17.82 16.83 17.56 16.92 17.97 16.55 17.33 18.28 19.26 18.49 --
Celsius 10/08/08 15.72 18.90 18.81 19.48 18.79 19.77 19.84 19.20 19.23 20.29 20.25 21.33 20.11 19.63 19.27 21.52 23.46 16.55 --
Celsius 04/13/09 14.94 14.91 14.86 15.24 14.55 15.82 16.55 14.09 18.62 16.47 16.64 14.52 15.95 16.11 17.43 17.99 17.69 16.35 --
Celsius 10/17/09 17.45 18.56 18.18 18.80 17.80 18.77 17.82 19.38 18.79 17.57 18.76 20.43 19.24 18.22 17.98 20.40 22.62 16.38 --
Celsius 04/26/10 14.40 15.51 14.85 15.66 16.23 17.05 18.24 16.05 18.45 16.52 18.63 16.30 17.85 16.85 17.25 18.44 20.91 16.89 --
Celsius 10/19/10 20.26 19.20 18.21 18.22 18.68 20.55 19.28 21.16 20.74 18.97 18.13 19.53 17.94 20.51 18.97 21.33 19.78 16.72 --
Celsius 04/18/11 17.39 15.45 15.45 16.10 15.48 16.95 19.00 15.23 21.49 17.19 18.09 15.69 17.59 17.16 19.89 19.67 22.01 17.15 --
Celsius 10/10/11 19.55 19.66 20.27 20.55 18.69 19.13 --19.40 19.20 19.52 18.65 19.40 17.70 18.65 Dry 23.36 23.08 19.07 --
Celsius 04/17/12 17.55 16.39 16.11 16.25 16.60 18.01 16.55 16.42 19.29 18.15 18.06 17.34 19.68 17.29 Dry 20.47 21.08 19.85 --
Celsius 10/09/12 18.77 18.76 18.85 20.14 18.13 20.17 20.54 19.57 19.14 20.62 18.68 19.67 18.48 19.04 Dry 22.11 22.26 16.24 --
Celsius 04/15/13 15.28 14.26 14.04 14.23 14.23 16.92 17.86 16.11 19.24 18.08 18.63 15.72 16.97 16.64 Dry 19.06 19.35 17.65 --
Celsius 09/30/13 20.70 19.30 19.50 20.40 19.00 19.90 20.70 20.80 20.10 20.60 19.60 19.20 17.90 20.10 Dry 22.20 22.10 17.80 --
Celsius 04/16/14 13.20 13.70 13.60 14.00 12.90 15.20 16.80 13.80 17.10 15.80 17.30 14.60 16.40 14.80 Dry 14.80 17.10 15.50 --
Celsius 10/15/14 18.80 18.50 19.10 20.00 Dry 18.40 19.80 19.50 19.40 18.80 18.20 17.20 17.80 18.10 Dry 20.80 20.00 18.30 --
Celsius 04/15/15 13.71 13.38 13.45 13.52 13.69 14.21 14.37 12.66 16.53 14.29 16.40 13.65 15.35 13.47 Dry 15.42 16.12 15.45 --
Celsius 10/07/15 20.40 19.01 19.57 21.15 19.20 19.99 21.67 20.61 20.46 19.76 19.78 20.46 18.60 20.04 17.64 22.92 23.64 18.76 --
Celsius 04/11/16 14.06 14.90 15.70 13.71 15.60 16.20 16.30 13.72 16.65 14.90 16.88 14.93 16.25 14.61 17.80 15.73 20.15 14.90 --
Celsius 11/30/16 18.5 17.8 16.8 17.77 17.49 20.28 20.90 18.89 20.7 19.51 18.41 19.7 18.3 19.4 17.5 20.16 20.60 14.1 --
(Verification Event)Celsius 02/09/17 ----------------17.8 --------------------
TABLE 5
Summary of Historical Groundwater Field Parameters
Moore County Landfill, Permit No. 63-01Moore County, North Carolina
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 2 of 2 0739615016
Parameter Reporting
Units
Sample
Date MW-1 MW-2 MW-3 MW-4 MW-5 MW-6 MW-7 MW-8*MW-9 MW-11S MW-11D*MW-13S*MW-13D*MW-14 MW-15 MW-16S MW-16D*PW-1*Blanks
TABLE 5
Summary of Historical Groundwater Field Parameters
Moore County Landfill, Permit No. 63-01Moore County, North Carolina
Turbidity (field)NTU 04/28/06 70 7.8 12 5.1 7.4 55 86 NM 240 290 NM NM NM 20 35 7.2 NM NM --
(lab prior to Oct. 07)NTU 10/09/06 65 55 34 120 13 210 500 NM 330 850 NM NM NM 500 75 --NM NM --
NTU 04/24/07 2.2 11 2.4 6 3.1 45 700 NM 350 700 NM NM NM 300 400 1.5 NM NM --
NTU 11/01/07 39.4 96.3 99.1 330 116 116 105 151 155 >1000 204 243 415 95.1 111 137 116 156 --
NTU 04/23/08 2.71 8.15 4.35 12.2 21.7 9.36 29.2 7.07 67.9 369 2.34 20.2 45.1 3.91 15.8 12.4 3.33 2.11 --
NTU 10/08/08 3.94 1.03 1.11 5.77 2.46 7.37 47.9 4.75 90.4 286 5.68 46.6 6.21 8.06 30.4 20.1 2.11 4.12 --
NTU 04/13/09 3.98 17.6 15.8 6.49 2.26 --69.4 15.6 16.7 38.2 9.91 9.42 13.7 12.6 81.5 28.8 2.33 5.20 --
NTU 10/17/09 13.3 4.02 3.52 52.8 3.17 4.18 207 7.79 30.8 85.4 2.32 25.0 2.89 5.96 36.8 24.0 3.20 12.7 --
NTU 04/26/10 6.23 4.92 4.20 6.69 5.07 13.0 37.4 10.9 61.0 648 5.83 18.2 5.54 2.67 32.9 17.7 7.09 11.6 --
NTU 10/19/10 10.3 36.1 2.44 52.9 17.8 12.8 71.3 <100 23.0 87.6 0.43 39.2 6.73 <100 8.36 8.94 2.54 1.61 --
NTU 04/18/11 32.1 13.0 78.9 35.4 30.2 8.57 83.7 12.8 19.0 145 100 20.0 26.1 12.1 12.1 35.8 22.1 9.13 --
NTU 10/10/11 35.8 6.70 5.13 15.8 35.9 15.2 --18.7 11.5 52.8 57.7 10.6 26.4 66 Dry 15.6 76.7 5.13 --
NTU 04/17/12 76.6 74.0 7.35 64.0 31.6 25.8 97.6 22.5 91.5 84.9 51.2 21.5 26.8 80.4 Dry 95.4 18.1 11.80 --
NTU 10/09/12 32.7 2.57 2.25 64.7 20.1 14.7 82.0 41.7 17.8 47.3 5.77 2.04 18.8 9.06 Dry 19.3 24.7 1.28 --
NTU 04/15/13 46.5 9.02 7.47 71.5 15.8 129 55.4 57.9 33.9 200 14.6 15.60 44.3 12.7 Dry 26.1 30.9 14.4 --
NTU 09/30/13 33.1 9.06 7.12 52.5 12.1 36.7 30.5 24.7 61.0 44.6 26.4 8.75 13.7 16.3 Dry 12.1 51.3 32.1 --
NTU 04/16/14 51.2 8.42 19.1 58.8 24.2 46.5 47.5 16.9 19.0 82.6 30.1 13.8 17.4 18.5 Dry 24.1 52.5 11.1 --
NTU 10/15/14 53 2.06 3.81 62.7 Dry 18.6 46.6 7.03 66.2 93.6 24.7 17.2 13.6 10 Dry 51 39.9 1.6 --
NTU 04/15/15 21.0 4.76 1.21 18.8 35.7 22.3 31.1 36.9 11.8 48.5 26.1 13.2 24.9 18.4 Dry 29.0 142 5.32 --
NTU 10/07/15 25.4 0.99 0.78 39.5 4.85 19.3 32.6 1.81 8.6 724 10.1 30.1 45.5 9.19 25.20 11.0 3.83 6.16 --
NTU 04/11/16 10.4 2.23 0.77 18.1 3.67 16.5 10.7 1.34 22.60 148 4.38 3.7 11.8 15.8 94.1 5.9 39.2 5.81 --
NTU 11/30/16 23.3 1.80 1.21 8.64 6.9 11.7 64.3 5.62 8.54 32.8 1.05 5.6 10.8 3.11 60.0 13.1 4.71 1.92 --
(Verification Event)NTU 02/09/17 ----------------7.59 --------------------
Oxidation Reduction Pot.mV 04/28/06 258 79 254 239 286 2 9 NM -43 -46 NM NM NM 31 128 265 NM NM --
(field)mV 10/09/06 2.4 32 220 194 232 4 -2 NM -4 -68 NM NM NM 7 -7 252 NM NM --
(lab prior to Oct. 07)mV 04/24/07 168 32 220 198 190 -8 -38 NM -60 -77 NM NM NM 9 22 224 NM NM --
mV 11/01/07 332 -48 331 180 252 -84 -119 NM -123 -171 NM NM NM -87 -72 18 NM NM --
mV 04/23/08 21.4 -4.7 67.1 45.7 60.9 -112.5 -113.5 -90.9 -81.7 -101.6 65.2 -89.5 50.4 -58.2 -133.5 31.1 134.8 NM --
mV 10/08/08 228 66.1 309.3 217.6 223.0 -106.6 -65.1 -32.1 -94.4 -72.1 164 -119 89 -45.3 -60.7 66.1 179 NM --
mV 04/13/09 283.5 -8.3 292.0 214.4 285.2 -73.6 -28.5 -17.9 -90.9 -87.8 92.5 -22.8 119.4 -25.1 -27.0 -16.3 332.2 363.2 --
mV 10/17/09 36.9 -18.1 255.8 117.6 296.9 -54.6 -24.6 -59.9 -94.3 -92.5 192.7 -62.6 134.8 -48.3 -16.4 -48.4 182.0 NM --
mV 04/26/10 172.8 28.0 173.3 200.1 221.0 -98.0 -42.7 -15.6 -85.9 -86.7 83.5 -52.3 118.0 -48.5 -77.9 54.4 145.7 NM --
mV 10/19/10 148.0 82.9 198.7 208.2 282.2 -81.7 -22.4 -48.9 -94.8 -83.7 104.9 -51.8 155.3 -44.0 -109.6 71.1 132.6 NM --
mV 04/18/11 223.4 45.2 220.0 214.4 267.0 -16.8 -44.7 12.8 -79.4 -62.8 208.7 11.8 121.3 -30.9 -5.1 -2.2 151.4 207.0 --
mV 10/10/11 23.3 15.7 142.6 97.3 80.9 -86.3 ---75.4 -102.4 -47.6 138.6 -70.1 87.4 -85.1 Dry -25.9 61.8 109.7 --
mV 04/17/12 67.2 138.4 180.8 163.0 244.8 -61.1 1.90 -24.4 -111.8 -27.9 141.7 -5.4 126.4 -53.9 Dry 16.3 187.8 NM --
mV 10/09/12 70.0 19.4 101.4 89.8 106.2 -79.3 -32.1 -53.2 -98.0 -58.9 85.8 -32.2 111.0 -76.4 Dry 13.1 60.8 NM --
mV 04/15/13 193.0 86.5 214.9 133.0 198.6 -38.7 -60.7 -72.5 -113.4 -86.8 170.1 -33.9 106.8 -74.4 Dry -4.7 116.7 NM --
mV 09/30/13 308.5 128.0 332.6 213.2 286.1 -45.7 -43.9 -16.4 -64.6 -41.6 138.6 -33.2 104.8 -34.6 Dry -3.3 81.0 NM --
mV 04/16/14 282.2 142.5 338.4 232.2 338.3 -59.3 -55.0 -39.8 -42.2 -95.8 40.4 -62.2 88.3 -60.0 Dry 4.9 31.3 NM --
mV 10/15/14 245.9 58.8 394.5 187.1 Dry -56.1 -21.9 -60.7 -103 -77.9 209.1 -56.2 177.5 -38.6 Dry -81.9 25 336.9 --
mV 04/15/15 90.4 -20.8 65.1 -22.1 339.9 -55.9 -19.8 -36.6 -97.2 -9.1 61.4 -52.6 6.8 -63.3 Dry -53.7 16.5 119.2 --
mV 10/07/15 18.1 -61.9 20.2 -40.5 115.6 -73.1 -96.2 -100 -135.7 -182.9 3.8 -20.9 27.1 -61.1 ---77.2 -116.5 -45.5 --
mV 04/11/16 189.7 105 354.2 64 373.4 -41.8 24.7 -14.6 -70.4 -70.3 50.4 -29.2 40.7 -55.3 ---29.09 8 177.9 --
mV 11/30/16 379 66.8 345.0 58.6 229.5 -75.8 -58.4 -56.7 -79.1 -86.6 34.9 -46 74 -73.8 -27.60 -65.1 -18 309.5 --
(Verification Event)mV 02/09/17 -----------------92.9 --------------------
Dissolved Oxygen (field)mg/L 04/28/06 7.02 0.59 4.19 7.79 7.98 0.63 0.44 NM 0.47 1.02 NM NM NM 0.32 0.37 0.49 NM NM --
(lab prior to Oct. 07)mg/L 10/09/06 1.32 0.38 2.23 0.50 6.59 0.36 0.55 NM 0.87 0.41 NM NM NM 0.35 1.49 0.25 NM NM --
mg/L 04/24/07 6.37 5.25 4.26 4.26 10.02 0.90 1.19 NM 0.75 0.99 NM NM NM 0.91 1.41 0.84 NM NM --
mg/L 11/01/07 7.26 0.64 4.93 2.17 8.02 0.75 0.33 NM 0.47 0.40 NM NM NM 1.08 0.41 0.59 NM NM --
mg/L 04/23/08 5.66 1.53 6.74 4.50 9.65 1.78 1.66 2.24 2.20 1.55 1.69 2.29 2.49 1.48 1.60 1.58 2.43 NM --
mg/L 10/08/08 5.41 0.81 3.84 1.67 7.12 0.49 0.86 0.85 6.29 0.72 2.28 0.67 0.54 0.98 1.46 2.15 0.79 NM --
mg/L 04/13/09 5.55 1.40 5.52 2.65 8.29 0.67 1.38 1.31 0.78 1.12 1.49 0.68 2.06 1.30 1.66 1.45 2.00 NM --
mg/L 10/17/09 1.84 1.23 4.89 1.80 9.10 0.74 0.55 2.05 1.05 0.85 0.88 0.89 1.37 1.04 3.97 1.15 0.95 NM --
mg/L 04/26/10 4.23 0.91 5.52 1.06 7.96 0.54 1.98 1.08 0.70 0.28 1.23 0.43 0.99 1.05 0.96 1.28 1.21 NM --
mg/L 10/19/10 4.77 0.27 4.52 2.07 7.77 0.31 1.50 0.50 0.31 0.60 0.54 0.25 1.96 0.60 0.36 0.47 1.13 NM --
mg/L 04/18/11 4.94 0.59 5.15 1.90 8.02 0.65 2.38 0.77 0.59 0.25 0.46 0.89 0.97 0.55 0.72 0.62 0.89 8.89 --
mg/L 10/10/11 1.09 0.64 4.53 0.86 6.78 0.87 --1.09 0.93 0.79 0.60 0.63 0.53 0.62 Dry 0.65 1.07 6.60 --
mg/L 04/17/12 1.58 0.68 5.64 1.44 9.09 0.29 7.01 1.07 0.88 1.31 1.00 0.24 1.78 0.91 Dry 1.01 2.73 NM --
mg/L 10/09/12 0.56 0.49 2.98 4.86 6.36 0.43 6.38 0.44 0.57 0.23 0.23 0.48 0.39 0.23 Dry 0.24 0.32 NM --
mg/L 04/15/13 5.34 0.73 6.64 2.97 8.50 1.13 40.5 0.54 0.41 1.04 0.86 0.83 0.89 0.81 Dry 0.82 1.21 NM --
mg/L 09/30/13 1.95 0.40 2.48 0.70 7.46 2.29 0.70 0.37 0.34 0.68 0.32 0.42 0.47 0.42 Dry 0.27 0.61 NM --
mg/L 04/16/14 6.04 0.39 5.89 7.87 8.20 1.05 1.55 0.48 0.36 0.49 0.33 0.77 0.49 0.53 Dry 1.79 1.79 NM --
mg/L 10/15/14 0.95 0.58 1.93 1.07 Dry 0.67 1.27 0.41 0.88 0.85 0.57 0.90 0.71 0.68 Dry 0.60 0.65 6.14 --
mg/L 04/15/15 3.19 0.59 4.00 0.53 7.24 0.96 1.72 0.75 0.69 0.61 0.89 0.84 0.86 0.86 Dry 0.59 0.68 9.88 --
mg/L 10/07/15 3.61 1.65 2.76 1.90 5.45 0.59 0.35 0.72 5.13 0.40 0.93 1.24 2.00 0.38 --0.49 0.81 8.02 --
mg/L 04/11/16 3.42 0.87 3.93 1.17 7.77 0.92 1.21 0.82 0.54 1.01 1.85 0.87 1.16 0.53 --0.58 1.30 8.24 --
mg/L 11/30/16 2.78 0.28 4.11 0.10 7.26 0.22 1.34 0.18 1.12 0.05 0.20 0.33 0.18 0.71 0.42 0.13 0.22 7.35 --
(Verification Event)mg/L 02/09/17 ----------------0.88 --------------------
Notes:
1.) mg/L = milligrams per liter2.) ND = not detected at or above the laboratory reporting limit
3.) NM = not measured
4.) uS/cm = microseimens per centimeter
5.) NTU = Nephelometric Turbidity Units
6.) S.U. = Standard Units7.) Samples collected using low-flow purge and sample techniques (when possible).
8.) * = Parameters shown are from purging. Monitoring well was bailed and bottles were filled. No water was left for parameters at the time of sampling.
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 1 of 5 0739615016
Arsenic ug/L 03/05/90 ----ND ND ------
SW Standard = 10 ug/L ug/L 03/21/91 ----ND ND ------
ug/L 03/10/92 ----ND ND ------
ug/L 04/20/95 ----ND ND ------
ug/L 06/27/95 ----ND ND ------
ug/L 09/22/95 ----ND ND ------
ug/L 03/28/96 ----ND ND ------
ug/L 10/29/96 ----ND ND ------
ug/L 04/08/97 ----ND ND ------
ug/L 10/29/97 ----ND ND ------
ug/L 04/30/98 ----ND ND ------
ug/L 10/14/98 ----ND ND ------
ug/L 04/27/99 ----ND ND ------
ug/L 10/21/99 ----ND ND ------
ug/L 03/14/00 ----ND ND ------
ug/L 04/19/00 ----ND ND ------
ug/L 10/17/00 ----ND ND ------
ug/L 04/10/01 ----ND ND ------
ug/L 10/11/01 ----ND ND ------
ug/L 04/18/02 ----ND ND ------
ug/L 10/08/02 ----ND ND ------
ug/L 04/09/03 ----ND ND ------
ug/L 10/13/03 ----ND ND ------
ug/L 04/26/04 ----ND ND ------
ug/L 10/25/04 ----ND ND ------
ug/L 04/04/05 ----ND ND ------
ug/L 10/04/05 ----ND ND ------
ug/L 04/28/06 ----ND ND ------
ug/L 10/09/06 ----ND ND ------
ug/L 04/24/07 ----ND ND ------
ug/L 11/01/07 --10 ND ND ----ND
ug/L 04/23/08 --10 ND ND ----ND
ug/L 10/06/08 --10 ND ND ----ND
ug/L 04/13/09 --10 ND ND ----ND
ug/L 10/13/09 --10 4.46 J 2.85 J ----ND
ug/L 04/26/10 --10 ND ND ----ND
ug/L 10/19/10 --10 ND ND ----ND
ug/L 04/18/11 --10 6.69 B 3.00 B ----3.37 J
ug/L 10/10/11 --10 ND ND ----ND
ug/L 04/17/12 --10 ND ND ----5.70 J
ug/L 10/09/12 --10 ND ND ND ND ND
ug/L 04/15/13 --10 ND 3.57 B ND ND 3.34 J
ug/L 09/30/13 --10 ND ND ND ND ND
ug/L 04/16/14 --10 ND ND ND ND ND
ug/L 10/15/14 5.40 10 ND 7.20 J 9.37 J ND ND
ug/L 04/15/15 5.40 10 ND ND ND ND ND
ug/L 10/07/15 5.40 10 ND ND --ND ND
ug/L 04/12/16 5.40 10 ND ND Dry ND ND
ug/L 11/30/16 6.80 10 ND ND ND ND ND
Barium ug/L 03/05/90 ----ND ND ------
SW Standard = 1000 ug/L ug/L 03/21/91 ----21 ND ------
ug/L 03/10/92 ----ND ND ------
ug/L 04/20/95 ----ND ND ------
ug/L 06/27/95 ----ND ND ------
ug/L 09/22/95 ----ND ND ------
ug/L 03/28/96 ----ND ND ------
ug/L 10/29/96 ----ND ND ------
ug/L 04/08/97 ----ND ND ------
ug/L 10/29/97 ----ND ND ------
ug/L 04/30/98 ----ND ND ------
ug/L 10/14/98 ----ND ND ------
ug/L 04/27/99 ----ND ND ------
ug/L 10/21/99 ----ND ND ------
ug/L 03/14/00 ----ND ND ------
ug/L 04/19/00 ----ND ND ------
ug/L 10/17/00 ----ND ND ------
ug/L 04/10/01 ----ND ND ------
ug/L 10/11/01 ----ND ND ------
ug/L 04/18/02 ----ND ND ------
ug/L 10/08/02 ----ND ND ------
ug/L 04/09/03 ----ND ND ------
ug/L 10/13/03 ----ND ND ------
ug/L 04/26/04 ----ND ND ------
ug/L 10/25/04 ----ND ND ------
ug/L 04/04/05 ----ND ND ------
ug/L 10/04/05 ----ND ND ------
ug/L 04/28/06 ----ND ND ------
ug/L 10/09/06 ----ND ND ------
ug/L 04/24/07 ----ND ND ------
ug/L 11/01/07 --100 29.1 J 10.3 J ----1.10 J
ug/L 04/23/08 --100 27.9 J 13.9 J ----0.20 J
ug/L 10/06/08 --100 29.5 J 12.5 J ----ND
ug/L 04/13/09 --100 28.0 J 14.2 J ----ND
ug/L 10/13/09 --100 29.6 J 11.6 J ----1.02 J
ug/L 04/26/10 --100 28.4 J 13.8 J ----ND
ug/L 10/19/10 --100 19.3 J 13.3 J ----ND
ug/L 04/18/11 --100 24.4 J 27.1 J ----ND
ug/L 10/10/11 --100 23.6 J 11.7 J ----ND
ug/L 04/17/12 --100 24.0 J 17.8 J ----ND
ug/L 10/09/12 --100 26.2 J 12.7 J 32.4 J 26.0 J 1.07 J
ug/L 04/15/13 --100 28.0 J 12.5 J 32.1 J 24.2 J ND
ug/L 09/30/13 --100 26.5 J 10.9 J 22.0 J 41.0 J ND
ug/L 04/16/14 --100 22.5 J 18.3 J 196 25.7 J ND
ug/L 10/15/14 1.00 100 19.5 J 15.1 J 630 30.5 J NDug/L 04/15/15 1.00 100 21.2 J 18.9 J 80.2 J 33.2 J ND
ug/L 10/07/15 1.00 100 20.1 J 12.6 J --29.8 J ND
ug/L 04/12/16 1.00 100 18.6 J 14.7 J Dry 36.2 J ND
ug/L 11/30/16 1.00 100 16.0 B 12.6 B 20.1 B 25.4 B 7.92 B
Moore County, North Carolina
TABLE 6
Summary of Historical Surface Water Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Detected Monitoring
Constituent/Parameter
Upstream Downstream
SW-1 SW-2 SW-3 SW-4 BlanksMethod
Detection Limit
Reporting
Units
Sample
Date
SWS
Reporting
Limit
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 2 of 5 0739615016
Moore County, North Carolina
TABLE 6
Summary of Historical Surface Water Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Detected Monitoring
Constituent/Parameter
Upstream Downstream
SW-1 SW-2 SW-3 SW-4 BlanksMethod
Detection Limit
Reporting
Units
Sample
Date
SWS
Reporting
Limit
Cadmium ug/L 03/05/90 ----ND ND ------
SW Standard ug/L 03/21/91 ----ND ND ------
Acute = 0.82 ug/L ug/L 03/10/92 ----ND ND ------
Chronic = 0.15 ug/L ug/L 04/20/95 ----ND ND ------
ug/L 06/27/95 ----ND ND ------
ug/L 09/22/95 ----ND ND ------
ug/L 03/28/96 ----ND ND ------
ug/L 10/29/96 ----ND ND ------
ug/L 04/08/97 ----ND ND ------
ug/L 10/29/97 ----ND ND ------
ug/L 04/30/98 ----ND ND ------
ug/L 10/14/98 ----ND ND ------
ug/L 04/27/99 ----ND 7 ------
ug/L 10/21/99 ----ND ND ------
ug/L 03/14/00 ----ND ND ------
ug/L 04/19/00 ----ND ND ------
ug/L 10/17/00 ----ND ND ------
ug/L 04/10/01 ----ND ND ------
ug/L 10/11/01 ----ND ND ------
ug/L 04/18/02 ----ND ND ------
ug/L 10/08/02 ----ND 1 ------
ug/L 04/09/03 ----4 5 ------
ug/L 10/13/03 ----ND ND ------
ug/L 04/26/04 ----ND 4 ------
ug/L 10/25/04 ----ND ND ------
ug/L 04/04/05 ----ND 4 ------
ug/L 10/04/05 ----ND 1 ------
ug/L 04/28/06 ----ND ND ------
ug/L 10/09/06 ----ND 1 ------
ug/L 04/24/07 ----ND ND ------
ug/L 11/01/07 --1 ND ND ----ND
ug/L 04/23/08 --1 ND ND ----ND
ug/L 10/06/08 --1 ND ND ----ND
ug/L 04/13/09 --1 ND ND ----ND
ug/L 10/13/09 --1 ND ND ----ND
ug/L 04/26/10 --1 ND ND ----ND
ug/L 10/19/10 --1 ND ND ----ND
ug/L 04/18/11 --1 ND ND ----ND
ug/L 10/10/11 --1 ND ND ----ND
ug/L 04/17/12 --1 ND ND ----ND
ug/L 10/09/12 --1 ND ND ND ND ND
ug/L 04/15/13 --1 ND ND ND ND ND
ug/L 09/30/13 --1 ND ND ND ND ND
ug/L 04/16/14 --1 ND ND ND ND ND
ug/L 10/15/14 0.360 1 ND ND ND ND ND
ug/L 04/15/15 0.360 1 ND ND ND ND ND
ug/L 10/07/15 0.360 1 ND ND --ND ND
ug/L 04/12/16 0.360 1 ND ND Dry ND ND
ug/L 11/30/16 0.360 1 ND ND ND ND ND
Chromium ug/L 03/05/90 ----ND ND ------
SW Standard ug/L 03/21/91 ----ND ND ------
Acute = 16 ug/L ug/L 03/10/92 ----ND ND ------
Chronic = 11 ug/L ug/L 04/20/95 ----ND ND ------
ug/L 06/27/95 ----ND ND ------
ug/L 09/22/95 ----ND ND ------
ug/L 03/28/96 ----ND ND ------
ug/L 10/29/96 ----ND ND ------
ug/L 04/08/97 ----ND ND ------
ug/L 10/29/97 ----ND ND ------
ug/L 04/30/98 ----ND ND ------
ug/L 10/14/98 ----ND ND ------
ug/L 04/27/99 ----ND ND ------
ug/L 10/21/99 ----ND ND ------
ug/L 03/14/00 ----ND ND ------
ug/L 04/19/00 ----ND ND ------
ug/L 10/17/00 ----ND ND ------
ug/L 04/10/01 ----ND ND ------
ug/L 10/11/01 ----ND ND ------
ug/L 04/18/02 ----ND ND ------
ug/L 10/08/02 ----ND ND ------
ug/L 04/09/03 ----ND ND ------
ug/L 10/13/03 ----ND ND ------
ug/L 04/26/04 ----ND ND ------
ug/L 10/25/04 ----ND ND ------
ug/L 04/04/05 ----ND ND ------
ug/L 10/04/05 ----ND ND ------
ug/L 04/28/06 ----ND ND ------
ug/L 10/09/06 ----ND ND ------
ug/L 04/24/07 ----ND ND ------
ug/L 11/01/07 --10 ND ND ----ND
ug/L 04/23/08 --10 ND ND ----ND
ug/L 10/06/08 --10 ND ND ----ND
ug/L 04/13/09 --10 ND ND ----ND
ug/L 10/13/09 --10 ND ND ----ND
ug/L 04/26/10 --10 ND ND ----ND
ug/L 10/19/10 --10 ND ND ----ND
ug/L 04/18/11 --10 ND 1.19 J ----ND
ug/L 10/10/11 --10 ND ND ----ND
ug/L 04/17/12 --10 ND ND ----ND
ug/L 10/09/12 --10 ND ND ND ND ND
ug/L 04/15/13 --10 ND 1.47 B ND ND 1.70 J
ug/L 09/30/13 --10 ND ND ND ND ND
ug/L 04/16/14 --10 ND ND ND ND ND
ug/L 10/15/14 1.40 10 ND ND ND ND ND
ug/L 04/15/15 1.40 10 ND ND ND ND ND
ug/L 10/07/15 1.40 10 ND ND --ND ND
ug/L 04/12/16 1.40 10 ND ND Dry ND ND
ug/L 11/30/16 1.40 10 ND ND ND ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 3 of 5 0739615016
Moore County, North Carolina
TABLE 6
Summary of Historical Surface Water Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Detected Monitoring
Constituent/Parameter
Upstream Downstream
SW-1 SW-2 SW-3 SW-4 BlanksMethod
Detection Limit
Reporting
Units
Sample
Date
SWS
Reporting
Limit
Lead ug/L 03/05/90 ----ND ND ------
SW Standard ug/L 03/21/91 ----ND ND ------
Acute = 14 ug/L ug/L 03/10/92 ----ND ND ------
Chronic = 0.54 ug/L ug/L 04/20/95 ----ND ND ------
ug/L 06/27/95 ----ND ND ------
ug/L 09/22/95 ----ND ND ------
ug/L 03/28/96 ----ND ND ------
ug/L 10/29/96 ----ND ND ------
ug/L 04/08/97 ----ND ND ------
ug/L 10/29/97 ----ND ND ------
ug/L 04/30/98 ----ND ND ------
ug/L 10/14/98 ----ND ND ------
ug/L 04/27/99 ----ND ND ------
ug/L 10/21/99 ----ND ND ------
ug/L 03/14/00 ----ND ND ------
ug/L 04/19/00 ----ND ND ------
ug/L 10/17/00 ----ND ND ------
ug/L 04/10/01 ----ND ND ------
ug/L 10/11/01 ----ND ND ------
ug/L 04/18/02 ----ND ND ------
ug/L 10/08/02 ----ND ND ------
ug/L 04/09/03 ----ND ND ------
ug/L 10/13/03 ----ND ND ------
ug/L 04/26/04 ----ND ND ------
ug/L 10/25/04 ----ND ND ------
ug/L 04/04/05 ----ND ND ------
ug/L 10/04/05 ----ND ND ------
ug/L 04/28/06 ----ND ND ------
ug/L 10/09/06 ----ND ND ------
ug/L 04/24/07 ----ND ND ------
ug/L 11/01/07 --10 ND ND ----ND
ug/L 04/23/08 --10 ND ND ----ND
ug/L 10/06/08 --10 ND ND ----ND
ug/L 04/13/09 --10 ND ND ----ND
ug/L 10/13/09 --10 ND ND ----ND
ug/L 04/26/10 --10 ND ND ----ND
ug/L 10/19/10 --10 ND ND ----ND
ug/L 04/18/11 --10 ND 6.77 J ----ND
ug/L 10/10/11 --10 ND ND ----ND
ug/L 04/17/12 --10 ND 2.00 J ----ND
ug/L 10/09/12 --10 ND ND 2.38 J ND ND
ug/L 04/15/13 --10 ND ND ND ND ND
ug/L 09/30/13 --10 ND ND ND 2.88 J ND
ug/L 04/16/14 --10 ND ND 18.3 ND ND
ug/L 10/15/14 2.10 10 ND ND 15.3 ND ND
ug/L 04/15/15 2.10 10 ND ND ND ND ND
ug/L 10/07/15 2.10 10 ND ND --ND ND
ug/L 04/12/16 2.10 10 ND ND Dry ND ND
ug/L 11/30/16 3.10 10 ND ND ND ND ND
Mercury ug/L 03/05/90 ----ND ND ------
SW Standard = 0.012 ug/L ug/L 03/21/91 ----ND ND ------
ug/L 03/10/92 ----ND ND ------
ug/L 04/20/95 ----ND ND ------
ug/L 06/27/95 ----ND ND ------
ug/L 09/22/95 ----ND ND ------
ug/L 03/28/96 ----ND ND ------
ug/L 10/29/96 ----ND ND ------
ug/L 04/08/97 ----ND ND ------
ug/L 10/29/97 ----ND ND ------
ug/L 04/30/98 ----ND ND ------
ug/L 10/14/98 ----ND ND ------
ug/L 04/27/99 ----ND ND ------
ug/L 10/21/99 ----ND ND ------
ug/L 03/14/00 ----ND ND ------
ug/L 04/19/00 ----ND ND ------
ug/L 10/17/00 ----ND ND ------
ug/L 04/10/01 ----ND ND ------
ug/L 10/11/01 ----ND ND ------
ug/L 04/18/02 ----ND ND ------
ug/L 10/08/02 ----ND ND ------
ug/L 04/09/03 ----ND ND ------
ug/L 10/13/03 ----ND ND ------
ug/L 04/26/04 ----ND ND ------
ug/L 10/25/04 ----ND ND ------
ug/L 04/04/05 ----ND ND ------
ug/L 10/04/05 ----ND ND ------
ug/L 04/28/06 ----ND ND ------
ug/L 10/09/06 ----ND ND ------
ug/L 04/24/07 ----ND ND ------
ug/L 11/01/07 --0.2 ND ND ----ND
ug/L 04/23/08 --0.2 ND ND ----ND
ug/L 10/06/08 --0.2 ND ND ----ND
ug/L 04/13/09 --0.2 ND ND ----ND
ug/L 10/13/09 --0.2 ND ND ----ND
ug/L 04/26/10 --0.2 ND ND ----ND
ug/L 10/19/10 --0.2 ND ND ----ND
ug/L 04/18/11 --0.2 ND ND ----ND
ug/L 10/10/11 --0.2 ND ND ----ND
ug/L 04/17/12 --0.2 ND ND ----ND
ug/L 10/09/12 --0.2 ND ND ND ND ND
ug/L 04/15/13 --0.2 ND ND ND ND ND
ug/L 09/30/13 --0.2 ND ND ND ND ND
ug/L 04/16/14 --0.2 ND ND 0.190 J ND ND
ug/L 10/15/14 0.170 0.2 ND ND 0.411 (ND)ND ND
ug/L 04/15/15 0.170 0.2 ND ND 0.0593 J ND ND
ug/L 10/07/15 0.170 0.2 ND ND --ND ND
ug/L 04/12/16 0.170 0.2 ND ND Dry ND ND
ug/L 11/30/16 0.170 0.2 ND ND ND ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
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Moore County, North Carolina
TABLE 6
Summary of Historical Surface Water Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Detected Monitoring
Constituent/Parameter
Upstream Downstream
SW-1 SW-2 SW-3 SW-4 BlanksMethod
Detection Limit
Reporting
Units
Sample
Date
SWS
Reporting
Limit
Selenium ug/L 04/28/06 ----ND ND ------
SW Standard = 5 ug/L ug/L 10/09/06 ----ND ND ------
ug/L 04/24/07 ----ND ND ------
ug/L 11/01/07 --10 ND 2.2 J ----ND
ug/L 04/23/08 --10 ND ND ----ND
ug/L 10/06/08 --10 ND ND ----ND
ug/L 04/13/09 --10 5.0 B ND ----3.9 J
ug/L 10/13/09 --10 ND ND ----3.03 J
ug/L 04/26/10 --10 ND ND ----ND
ug/L 10/19/10 --10 ND ND ----ND
ug/L 04/18/11 --10 ND ND ----NDug/L 10/10/11 --10 ND ND ----ND J
ug/L 04/17/12 --10 ND ND ----ND
ug/L 10/09/12 --10 ND ND ND ND ND
ug/L 04/15/13 --10 ND ND ND ND ND
ug/L 09/30/13 --10 ND ND ND ND ND
ug/L 04/16/14 --10 ND ND ND ND ND
ug/L 10/15/14 5.00 10 ND ND ND ND ND
ug/L 04/15/15 5.00 10 ND ND ND ND ND
ug/L 10/07/15 5.00 10 ND ND --ND ND
ug/L 04/12/16 5.00 10 ND ND Dry ND ND
ug/L 11/30/16 6.20 10 ND ND ND ND ND
Silver ug/L 04/28/06 ----ND ND ------
SW Standard ug/L 10/09/06 ----ND ND ------
Acute = 30 ug/L ug/L 04/24/07 ----ND ND ------
Chronic 0.06 ug/L ug/L 11/01/07 --10 ND ND ----ND
ug/L 04/23/08 --10 ND ND ----2.1 J
ug/L 10/06/08 --10 ND ND ----2.0 Jug/L 04/13/09 --10 ND ND ----ND
ug/L 10/13/09 --10 ND ND ----ND
ug/L 04/26/10 --10 ND ND ----ND
ug/L 10/19/10 --10 ND ND ----ND
ug/L 04/18/11 --10 ND ND ----ND
ug/L 10/10/11 --10 ND ND ----ND
ug/L 04/17/12 --10 ND ND ----ND
ug/L 10/09/12 --10 ND ND ND ND ND
ug/L 04/15/13 --10 ND ND ND ND ND
ug/L 09/30/13 --10 ND ND ND ND ND
ug/L 04/16/14 --10 ND ND ND ND ND
ug/L 10/15/14 1.90 10 ND ND ND ND ND
ug/L 04/15/15 1.90 10 ND ND ND ND ND
ug/L 10/07/15 1.90 10 ND ND --ND ND
ug/L 04/12/16 1.90 10 ND ND Dry ND ND
ug/L 11/30/16 1.90 10 ND ND ND ND ND
Acetone ug/L 11/01/07 --100 ND ND ----ND
SW Standard = 2000 ug/L ug/L 04/23/08 --100 ND ND ----ND
ug/L 10/06/08 --100 4.8 B 4.0 B ----5.0 J
ug/L 04/13/09 --100 ND ND ----ND
ug/L 10/13/09 --100 ND ND ----ND
ug/L 04/26/10 --100 ND ND ----ND
ug/L 10/19/10 --100 ND ND ----ND
ug/L 04/18/11 --100 ND ND ----ND
ug/L 10/10/11 --100 ND ND ----NDug/L 04/17/12 --100 ND ND ----ND
ug/L 10/09/12 --100 ND ND ND ND ND
ug/L 04/15/13 --100 ND ND ND ND ND
ug/L 09/30/13 --100 ND ND ND ND ND
ug/L 04/16/14 --100 ND ND ND ND ND
ug/L 10/15/14 1.2 100 ND ND 13 J ND ND
ug/L 04/15/15 1.2 100 ND ND 7.4 J 6.0 J ND
ug/L 10/07/15 1.2 100 ND ND --ND ND
ug/L 04/12/16 1.2 100 ND ND Dry ND ND
ug/L 11/30/16 10 100 ND ND ND ND ND
Chlorobenzene ug/L 04/28/06 ----ND ND ------
SW Standard = 140 ug/L ug/L 10/09/06 ----ND ND ------
ug/L 04/24/07 ----ND ND ------
ug/L 11/01/07 --3 0.88 J ND ----ND
ug/L 04/23/08 --3 0.61 J ND ----ND
ug/L 10/06/08 --3 0.60 J ND ----ND
ug/L 04/13/09 --3 0.72 J ND ----ND
ug/L 10/13/09 --3 0.74 J ND ----ND
ug/L 04/26/10 --3 0.71 J ND ----ND
ug/L 10/19/10 --3 ND ND ----ND
ug/L 04/18/11 --3 ND ND ----ND
ug/L 10/10/11 --3 ND ND ----ND
ug/L 04/17/12 --3 ND ND ----ND
ug/L 10/09/12 --3 0.76 J ND ND ND ND
ug/L 04/15/13 --3 0.88 J ND ND ND ND
ug/L 09/30/13 --3 0.70 J ND ND ND ND
ug/L 04/16/14 --3 0.67 J ND ND ND ND
ug/L 10/15/14 0.17 3 ND ND ND ND ND
ug/L 04/15/15 0.17 3 ND ND ND ND ND
ug/L 10/07/15 0.17 3 ND ND --ND ND
ug/L 04/12/16 0.17 3 ND ND Dry ND ND
ug/L 11/30/16 0.17 3 ND ND 0.42 J ND ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
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Moore County, North Carolina
TABLE 6
Summary of Historical Surface Water Monitoring Results
Detected Constituents
Moore County Landfill, Permit No. 63-01
Detected Monitoring
Constituent/Parameter
Upstream Downstream
SW-1 SW-2 SW-3 SW-4 BlanksMethod
Detection Limit
Reporting
Units
Sample
Date
SWS
Reporting
Limit
cis-1,2-Dichloroethene ug/L 04/28/06 ----ND ND ------
SW Standard = 60 ug/L ug/L 10/09/06 ----ND ND ------
ug/L 04/24/07 ----ND ND ------
ug/L 11/01/07 --5 0.33 J ND ----ND
ug/L 04/23/08 --5 ND ND ----ND
ug/L 10/06/08 --5 ND ND ----ND
ug/L 04/13/09 --5 ND ND ----ND
ug/L 10/13/09 --5 ND ND ----ND
ug/L 04/26/10 --5 ND ND ----ND
ug/L 10/19/10 --5 ND ND ----ND
ug/L 04/18/11 --5 ND ND ----NDug/L 10/10/11 --5 ND ND ----ND
ug/L 04/17/12 --5 ND ND ----ND
ug/L 10/09/12 --5 ND ND ND ND ND
ug/L 04/15/13 --5 ND ND ND ND ND
ug/L 09/30/13 --5 ND ND ND ND ND
ug/L 04/16/14 --5 ND ND ND ND ND
ug/L 10/15/14 0.15 5 ND ND ND ND ND
ug/L 04/15/15 0.15 5 ND ND ND ND ND
ug/L 10/07/15 0.15 5 ND ND --ND ND
ug/L 04/12/16 0.15 5 ND ND Dry ND ND
ug/L 11/30/16 0.15 5 ND ND ND ND ND
Toluene ug/L 11/01/07 --1 ND ND ----ND
SW Standard = 11 ug/L ug/L 04/23/08 --1 ND ND ----ND
ug/L 10/06/08 --1 ND ND ----ND
ug/L 04/13/09 --1 ND ND ----ND
ug/L 10/13/09 --1 ND ND ----ND
ug/L 04/26/10 --1 ND ND ----NDug/L 10/19/10 --1 ND ND ----ND
ug/L 04/18/11 --1 ND ND ----ND
ug/L 10/10/11 --1 ND ND ----ND
ug/L 04/17/12 --1 ND ND ----ND
ug/L 10/09/12 --1 ND ND 0.95 J ND ND
ug/L 04/15/13 --1 ND ND ND ND ND
ug/L 09/30/13 --1 ND ND ND ND ND
ug/L 04/16/14 --1 ND ND ND ND ND
ug/L 10/15/14 0.14 1 ND ND ND ND ND
ug/L 04/15/15 0.14 1 ND ND ND ND ND
ug/L 10/07/15 0.14 1 ND ND --ND ND
ug/L 04/12/16 0.14 1 ND ND Dry ND ND
ug/L 11/30/16 0.14 1 ND ND ND ND ND
Notes:
1.) mg/L = milligrams per liter
2.) ug/L = micrograms per liter
3.) ND = Not detected at the stated reporting limit
4.) J = Estimated value
5.) -- = No available data
6.) SWS Reporting Limit = NC PQL or lab-specific reporting limit prior to October 2007 and NCSWSL starting in October 2007.
7.) Shaded = Constituent exceeds applicable Surface Water Standard
8.) SW Standard = Surface Water Standard based on WS-II, High Quallity Water Classification
9.) Blanks = Field, trip and method blanks
10.) Surface Water Standards based on WS-II, High Quality Water Classification for Horse Creek and its tributary per 15A NCAC 2B.11.) SW Standard for lead is a Narrative Standard per 2B .0211
12.) Upstream and downstream designations based on inspection of site conditions and flow regimes. Previous reports had the designations switched.
13.) For standards with both acute and chronic listed, acute = highlighted and chronic = bolded
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SW-1 SW-2 SW-3 SW-4
pH (field)S.U.04/28/06 6.40 5.10 ------
S.U.10/09/06 6.50 4.80 ------
S.U.04/24/07 6.60 6.10 ------
S.U.11/01/07 5.58 5.56 ------
S.U.04/23/08 7.65 6.46 ------
S.U.10/06/08 6.29 5.61 ------
S.U.04/13/09 6.01 5.30 ------
S.U.10/13/09 5.98 7.31 ------
S.U.04/26/10 5.99 6.21 ------
S.U.10/19/10 5.45 3.92 ------
S.U.04/18/11 5.85 3.54 ------
S.U.10/10/11 6.59 5.90 ------
S.U.04/17/12 5.93 4.88 ------
S.U.10/09/12 6.71 5.57 6.94 5.57 --
S.U.04/15/13 6.72 5.72 6.27 5.93 --
S.U.09/30/13 6.34 5.85 6.03 6.41 --
S.U.04/16/14 6.97 5.67 6.29 6.75 --
S.U.10/15/14 5.88 8.19 5.91 6.52 --
S.U.04/15/15 5.54 5.17 5.16 5.93 --
S.U.10/09/15 3.02 4.30 --4.18 --
S.U.04/11/16 5.76 6.50 --6.04 --
S.U.11/30/16 6.03 7.40 5.64 6.88 --
Specific Conductance uS/cm 04/28/06 175 43 ------
(lab prior to Nov 07 event)uS/cm 10/09/06 164 49 ------
uS/cm 04/24/07 173 37 ------
uS/cm 11/01/07 175 25 ------
uS/cm 04/23/08 161 27 ------
uS/cm 10/06/08 186 49 ------
uS/cm 04/13/09 171 31 ------
uS/cm 10/13/09 154 23 ------
uS/cm 04/26/10 161 25 ------
uS/cm 10/19/10 99 41 ------
uS/cm 04/18/11 157 53 ------
uS/cm 10/10/11 104 36 ------
uS/cm 04/17/12 87 24 ------
uS/cm 10/09/12 146 18 99 111 --
uS/cm 04/15/13 126 32 100 238 --
uS/cm 09/30/13 141 27 108 104 --
uS/cm 04/16/14 174 65 108 214 --
uS/cm 10/15/14 112 75 143 241 --
uS/cm 04/15/15 80 37 85 177 --
uS/cm 10/09/15 84 41 --217 --
uS/cm 04/11/16 67 44 --165 --
uS/cm 11/30/16 105 33 159 339 --
Temperature Celsius 04/28/06 16.00 15.00 ------
(lab prior to Nov 07 event)Celsius 10/09/06 18.00 19.00 ------
Celsius 04/24/07 17.00 18.00 ------
Celsius 11/01/07 17.20 16.49 ------
Celsius 04/23/08 17.46 18.33 ------
Celsius 10/06/08 16.42 18.07 ------
Celsius 04/13/09 14.48 14.66 ------
Celsius 10/13/09 17.60 17.92 ------
Celsius 04/26/10 17.17 21.71 ------
Celsius 10/19/10 16.08 14.95 ------
Celsius 04/18/11 18.61 17.55 ------
Celsius 10/10/11 16.99 17.13 ------
Celsius 04/17/12 15.75 17.52 ------
Celsius 10/09/12 15.31 15.58 14.40 16.68 --
Celsius 04/15/13 18.07 18.37 16.25 16.64 --
Celsius 09/30/13 18.20 16.50 20.50 16.00 --
Celsius 04/16/14 16.20 12.30 18.60 12.20 --
Celsius 10/15/14 17.80 20.40 21.30 18.90 --
Celsius 04/15/15 15.47 18.59 16.95 16.89 --
Celsius 10/09/15 17.59 20.46 --19.59 --
Celsius 04/11/16 14.60 16.90 --16.1 --
Celsius 11/30/16 14.3 16.60 13.0 16.34 --
TABLE 7
Summary of Historical Surface Water Field Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
Detected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Upstream Downstream
Blanks
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
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SW-1 SW-2 SW-3 SW-4
TABLE 7
Summary of Historical Surface Water Field Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
Detected Monitoring
Constituent/Parameter
Reporting
Units
Sample
Date
Upstream Downstream
Blanks
Turbidity (field)NTU 11/01/07 200 250 ------
NTU 04/23/08 9.81 3.62 ------
NTU 10/06/08 13.0 3.13 ------
NTU 04/13/09 12.1 9.69 ------
NTU 10/13/09 12.3 9.50 ------
NTU 04/26/10 12.1 6.99 ------
NTU 10/19/10 12.5 5.94 ------
NTU 04/18/11 32.1 28.5 ------
NTU 10/10/11 8.30 6.49 ------
NTU 04/17/12 17.1 24.8 ------
NTU 10/09/12 7.00 19.5 78.7 39.7 --
NTU 04/15/13 16.9 4.63 33.3 11.7 --
NTU 09/30/13 16.0 5.99 35.1 738 --
NTU 04/16/14 12.6 5.23 14.8 28.2 --
NTU 10/15/14 9.7 1.65 23.5 20.8 --
NTU 04/15/15 71.0 7.47 128 13.2 --
NTU 10/09/15 10.2 7.79 --26.7 --
NTU 04/11/16 60.8 1.31 --194 --
NTU 11/30/16 4.66 1.76 11.0 19.2 --
Oxidation Reduction Potential mV 11/01/07 -15 107 ------
mV 04/23/08 -16.5 67.1 ------
mV 10/06/08 -40 144 ------
mV 04/13/09 -12.7 181.7 ------
mV 10/13/09 -27.6 66.8 ------
mV 04/26/10 -5.5 43.5 ------
mV 10/19/10 -108.0 167.9 ------
mV 04/18/11 -6.7 232.3 ------
mV 10/10/11 -2.5 104.6 ------
mV 04/17/12 -9.3 139.1 ------
mV 10/09/12 -44.6 74.8 58.0 29.4 --
mV 04/15/13 3.1 93.7 17.8 -40.8 --
mV 09/30/13 6.8 164.7 89.2 34.3 --
mV 04/16/14 -29.0 221.8 110.5 8.4 --
mV 10/15/14 96.1 200.3 251.4 246.7 --
mV 04/15/15 45.9 180.9 111.8 61.0 --
mV 10/09/15 156.8 73 --78.9 --
mV 04/11/16 70.1 129.5 --13.3 --
mV 11/30/16 40.5 59.2 13.7 -43.7 --
Dissolved Oxygen (field)mg/L 11/01/07 9.02 9.36 ------
mg/L 04/23/08 7.61 7.91 ------
mg/L 10/06/08 10.15 11.23 ------
mg/L 04/13/09 8.58 7.87 ------
mg/L 10/13/09 9.27 9.20 ------
mg/L 04/26/10 7.38 7.45 ------
mg/L 10/19/10 8.35 3.19 ------
mg/L 04/18/11 5.75 2.45 ------
mg/L 10/10/11 7.48 7.24 ------
mg/L 04/17/12 8.79 6.91 ------
mg/L 10/09/12 7.77 4.90 3.97 6.23 --
mg/L 04/15/13 4.35 4.35 2.88 3.79 --
mg/L 09/30/13 5.82 3.58 6.15 5.60 --
mg/L 04/16/14 6.76 6.15 3.51 8.71 --
mg/L 10/15/14 6.04 3.59 2.11 3.20 --
mg/L 04/15/15 6.36 3.57 4.77 5.70 --
mg/L 10/09/15 5.96 5.06 --6.07 --
mg/L 04/11/16 8.44 5.65 --7.61 --
mg/L 11/30/16 6.28 6.19 8.93 6.87 --
Notes:
1.) mg/L = milligrams per liter
2.) S.U. = Standard Units
3.) NTU = Nephelometric Turbidity Units
4.) uS/cm = Microsiemens per centimeter
5.) mV = Millivolts
6.) -- = No data available
7.) Upstream and downstream designations based on inspection of site conditions and flow regimes. Previous reports had the designations switched.
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Acetone ug/L 100 6000 --ND ND ND ND ND 46 J 10 J ND 19 J ND ND ND ND ND 980 E 12 J 13 J
Benzene ug/L 1 1 5 ND ND 0.45 J ND ND 2.6 1.40 2.9 2.9 2.6 1.1 0.56 J ND 2.0 3.6 0.4 J 0.64 J
Chlorobenzene ug/L 3 50 100 ND ND 1.4 J ND ND 1.00 J 1.4 J 3.1 8 1.20 J 0.72 J 0.64 J ND 2.3 J ND 0.44 J 0.41 J
1,2-Dichlorobenzene ug/L 5 20 600 ND ND ND ND ND ND ND ND ND ND ND ND ND 0.9 J ND ND ND
1,4-Dichlorobenzene ug/L 1 6 75 ND ND ND ND ND 1.9 1.3 3.5 2.5 2.7 ND 0.65 J 0.44 J 3.5 4.8 ND ND
1,1-Dichloroethane ug/L 5 6 -ND ND ND ND ND ND ND 0.70 J ND 0.44 J 1.9 J ND ND 0.59 J 0.77 J ND 0.48 J
1,2-Dichlorothane ug/L 1 0.4 5 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
cis-1,2-Dichloroethene ug/L 5 5 70 ND ND 0.68 J ND 0.6 J 2.0 J 2.10 J 0.52 J 0.63 J 1.5 J 8.8 0.79 J 0.9 J 3.6 J 0.53 J 1.7 J 3.9 J
2-Butanone ug/L 100 4000 100 ND ND ND ND ND 1 J ND ND ND ND ND ND ND ND 6.4 J ND ND
Tetrachloroethene ug/L 1 0.7 5 ND ND ND ND ND ND ND ND ND ND 0.94 J ND ND ND ND ND ND
Toluene ug/L 1 600 1000 ND ND ND ND ND 0.48 J ND 0.6 J ND ND ND ND ND ND ND ND ND
Trichloroethene ug/L 1 3 5 ND ND ND ND ND ND ND ND ND ND 0.68 J ND ND ND ND ND ND
Vinyl chloride ug/L 1 0.03 2 ND ND ND ND ND 1.30 1.10 0.64 J ND 2.6 1.8 0.4 J ND 2.5 0.48 J 0.77 J 0.62 J
Xylenes (total)ug/L 5 500 10000 ND ND ND ND ND ND ND 0.61 J ND ND ND ND ND ND ND ND ND
Total VOCs ug/L ------0.00 0.00 2.53 0.00 0.58 56.68 17.30 12.57 33.43 11.04 15.94 3.04 1.38 15.41 996.58 15.34 19.05
Notes:
1.) ug/L = micrograms per liter
2.) ND = Not detected at the detection limit
3.) J = Estimated value
4.) B = Blank-qualified
5.) -- = No data available
6.) GW Protection Standard = NC 2L Groundwater Standards or Solid Waste Section Groundwater Protection Standards (SWS GPS)
7.) VOCs = Volatile organic compounds
8.) Bold = Concentration above the current NC 2L Groundwater Standard or NC SWS Groundwater Protection Standard
9.) Shaded and Bold = Concentration above the current NC 2L Groundwater Standard or NC SWS Groundwater Protection Standard and EPA MCL
TABLE 8
Summary of Total Volatile Organic Compounds in Monitoring Wells during the November 2016 Sampling Event
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
Detected Monitoring
Constituent/Parameter
Reporting
Units
SWS
Reporting
Limit
GW
Protection
Standard
Background Assessment or Compliance Wells
MW-13SMW-5 MW-1 MW-2 MW-3 MW-4EPA MCL MW-16DMW-11D MW-13D MW-14 MW-15 MW-16SMW-6 MW-7 MW-8 MW-9 MW-11S
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 1 of 9 0739615016
Parameter Reporting
Units
Sample
Date
Method
Detection
Limit
SWS
Reporting
Limit
PW-1*
Acetic Acid mg/L 04/28/06 0.07 --ND ND ND ND ND 0.106 ND NM 0.189 0.646 NM NM NM ND ND ND NM NM --
mg/L 10/09/06 ----0.121 0.11 0.1 0.09 0.09 0.18 0.15 NM 0.16 0.14 NM NM NM 0.13 0.13 0.13 NM NM --
mg/L 04/24/07 ------------------NM ----NM NM NM ------NM NM --
mg/L 10/31/07 0.065 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/21/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/06/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/13/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/15/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/26/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/19/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/18/11 0.083 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND 4.6 NM NM ND
mg/L 10/10/11 0.040 --ND ND 0.83 0.69 0.69 2.6 -NM ND ND NM NM NM ND Dry 1.4 NM NM ND
mg/L 04/17/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM --
mg/L 10/09/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM --
mg/L 09/30/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/16/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/15/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/07/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/11/16 ----ND 3.0 ND ND ND 18 13 NM ND ND NM NM NM 2.3 5.5 ND NM NM ND
mg/L 11/30/16 0.16 --ND 4.2 ND ND ND 5.4 1.2 NM 12.0 7.6 NM NM NM 4.10 10 ND NM NM ND
Butryic Acid mg/L 04/28/06 0.07 --ND 0.113 ND ND ND ND ND NM 0.328 0.181 NM NM NM ND ND ND NM NM --
mg/L 10/09/06 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
mg/L 04/24/07 ------------------NM ----NM NM NM ------NM NM --
mg/L 10/31/07 0.1 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/21/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/06/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/13/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/15/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/26/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/19/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NMmg/L 04/18/11 0.16 --ND ND ND ND ND ND ND NM ND 1.10 NM NM NM ND ND ND NM NM ND
mg/L 10/10/11 0.024 --ND ND ND ND ND ND -NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/17/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/09/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 09/30/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/16/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/15/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/07/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/11/16 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 11/30/16 0.089 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
Hexanoic Acid mg/L 04/28/06 0.1 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
mg/L 10/09/06 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND 0.12 NM NM --
mg/L 04/24/07 ------------------NM ----NM NM NM ------NM NM --
mg/L 10/31/07 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/21/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/06/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/13/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/15/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/26/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/19/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/18/11 0.23 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/10/11 0.087 --ND ND ND ND ND ND -NM ND ND NM NM NM 0.26 Dry ND NM NM ND
mg/L 04/17/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/09/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 09/30/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/16/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/15/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/07/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/11/16 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 11/30/16 0.26 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
BlanksMW-7 MW-13D*MW-11S MW-16SMW-13S*MW-3 MW-14
TABLE 9
Summary of Monitored Natural Attenuation Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
MW-6 MW-8*MW-11D*MW-15MW-1 MW-4 MW-5 MW-9MW-2 MW-16D*
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 2 of 9 0739615016
Parameter Reporting
Units
Sample
Date
Method
Detection
Limit
SWS
Reporting
Limit
PW-1*BlanksMW-7 MW-13D*MW-11S MW-16SMW-13S*MW-3 MW-14
TABLE 9
Summary of Monitored Natural Attenuation Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
MW-6 MW-8*MW-11D*MW-15MW-1 MW-4 MW-5 MW-9MW-2 MW-16D*
Lactic Acid mg/L 04/28/06 0.1 --ND ND ND ND ND ND 0.121 NM ND ND NM NM NM ND ND ND NM NM --
mg/L 10/09/06 ----0.2 0.17 0.11 ND ND 0.16 0.14 NM 0.18 0.14 NM NM NM 0.12 0.13 0.11 NM NM --
mg/L 04/24/07 ------------------NM ----NM NM NM ------NM NM --
mg/L 10/31/07 0.092 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/21/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/06/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/13/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/15/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/26/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/19/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/18/11 0.44 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/10/11 0.062 --0.62 ND 0.18 ND 0.15 1.6 -NM 2.7 ND NM NM NM 4.7 Dry ND NM NM ND
mg/L 04/17/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/09/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 09/30/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/16/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/15/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/07/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/11/16 ----ND 2.9 ND ND 0.15 ND ND NM ND 1.70 NM NM NM ND ND 2.8 NM NM ND
mg/L 11/30/16 0.095 --ND 3.10 ND ND ND 3.0 1.3 NM 15.0 3.10 NM NM NM ND ND ND NM NM ND
Pentanoic Acid mg/L 04/28/06 0.07 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
mg/L 10/09/06 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND 0.16 ND NM NM --
mg/L 04/24/07 ------------------NM ----NM NM NM ------NM NM --
mg/L 10/31/07 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/21/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/06/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/13/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/15/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/26/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/19/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/18/11 0.27 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/10/11 0.048 --ND 0.59 ND ND ND ND -NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/17/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/09/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 09/30/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/16/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/15/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/07/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/11/16 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 11/30/16 0.11 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
i-Pentanoic Acid mg/L 04/28/06 0.07 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
mg/L 10/09/06 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND 0.16 ND NM NM --
mg/L 04/24/07 ------------------NM ----NM NM NM ------NM NM --
mg/L 10/31/07 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/21/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/06/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/13/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/15/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/26/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/19/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/18/11 0.26 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/10/11 0.062 --ND ND ND ND ND ND -NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/17/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/09/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 09/30/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/16/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/15/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/07/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/11/16 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND 2.1 ND NM NM ND
mg/L 11/30/16 0.18 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 3 of 9 0739615016
Parameter Reporting
Units
Sample
Date
Method
Detection
Limit
SWS
Reporting
Limit
PW-1*BlanksMW-7 MW-13D*MW-11S MW-16SMW-13S*MW-3 MW-14
TABLE 9
Summary of Monitored Natural Attenuation Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
MW-6 MW-8*MW-11D*MW-15MW-1 MW-4 MW-5 MW-9MW-2 MW-16D*
Propionic Acid mg/L 04/28/06 0.07 --ND ND ND ND ND ND ND NM ND 0.212 NM NM NM ND ND ND NM NM --
mg/L 10/09/06 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
mg/L 04/24/07 ------------------NM ----NM NM NM ------NM NM --
mg/L 10/31/07 0.057 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/21/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/06/08 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/13/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/15/09 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/26/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/19/10 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/18/11 0.18 --ND 4.6 ND ND ND ND ND NM 21 7.1 NM NM NM 1.7 ND 8.5 NM NM ND
mg/L 10/10/11 0.057 --ND 5.7 ND 0.22 0.22 1.3 -NM 23 5.6 NM NM NM 1.8 Dry 2.5 NM NM ND
mg/L 04/17/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/09/12 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 09/30/13 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/16/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/15/14 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/07/15 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/11/16 ----ND 3.4 ND ND ND 5.8 3.5 NM 28.0 7.2 NM NM NM 5.9 ND 9.0 NM NM ND
mg/L 11/30/16 0.065 --ND 3.0 ND ND ND 4.9 0.12 NM 17.0 13.0 NM NM NM 5.7 ND ND NM NM ND
Sulfide mg/L 04/28/06 1 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
NC 2L = 1.0 mg/L mg/L 10/09/06 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --No EPA MCL mg/L 04/24/07 ----ND ND ND ND ND 1.64 ND NM ND ND NM NM NM ND 3.57 ND NM NM --
mg/L 10/31/07 0.45 --ND ND ND ND ND ND ND NM 1.7 ND NM NM NM ND ND ND NM NM ND
mg/L 04/21/08 0.1 --ND ND ND ND ND 0.87 J ND NM ND ND NM NM NM ND NM ND NM NM ND
mg/L 10/06/08 0.02 --ND ND ND ND ND 0.70 J 0.28 J NM 0.04 J 0.07 J NM NM NM 0.03 J 2.3 ND NM NM ND
mg/L 04/13/09 0.031 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/15/09 0.031 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/26/10 0.031 --ND ND ND ND ND 0.63 J 0.24 J NM 0.14 J ND NM NM NM 0.068 J 3.4 ND NM NM ND
mg/L 10/19/10 0.010 --ND ND ND 0.029 J 0.017 J 0.55 J 0.33 J NM 0.092 J 0.020 J NM NM NM 0.083 J 1.2 ND NM NM ND
mg/L 04/18/11 0.010 --ND ND ND ND ND 0.42 J ND NM 0.024 J ND NM NM NM 0.021 J 0.28 J ND NM NM ND
mg/L 10/10/11 0.010 --ND ND ND ND ND 0.16 J 0.12 J NM 0.1 J 0.067 J NM NM NM 0.021 J Dry ND NM NM ND
mg/L 04/17/12 0.01 --ND ND ND ND ND 0.029 J 0.019 J NM 0.045 J ND NM NM NM ND Dry ND NM NM ND
mg/L 10/09/12 1 --ND ND ND ND ND 0.046 J 0.076 J NM 0.1 J 0.056 J NM NM NM 0.02 J Dry ND NM NM ND
mg/L 04/15/13 1 --ND ND ND ND ND 0.25 J 0.2 J NM 0.1 J ND NM NM NM 0.032 J Dry ND NM NM ND
mg/L 09/30/13 1 --ND ND ND ND ND 0.062 J 0.03 J NM 0.18 J ND NM NM NM 0.039 J Dry ND NM NM NDmg/L 04/16/14 1 --ND ND ND ND ND 0.14 J ND NM 0.19 J 4.4 NM NM NM 0.032 J NM ND NM NM ND
mg/L 10/15/14 0.01 --ND ND ND ND Dry 0.058 J 0.24 J NM 0.23 J 0.026 J NM NM NM 0.067 J Dry 0.076 J NM NM ND
mg/L 04/15/15 0.01 1 ND ND ND ND ND 0.17 J 0.23 J NM 0.11 J 0.012 J NM NM NM ND Dry 0.045 J NM NM NM
mg/L 10/07/15 0.01 1 ND ND ND ND ND 0.084 J 0.37 J NM 0.14 J ND NM NM NM 0.07 J 0.48 J 0.032 J NM NM ND
mg/L 04/11/16 0.01 1 ND ND ND ND ND 0.11 J 0.10 J NM 0.11 J 0.02 J NM NM NM 0.04 J 1.30 0.29 J NM NM ND
mg/L 11/30/16 0.01 1 ND ND ND ND ND 0.04 J 0.052 J NM 0.12 J ND NM NM NM ND 2.6 ND NM NM ND
Chloride mg/L 04/28/06 ----17 79 19 20 18 4 7 NM 189 34 NM NM NM 9 3 31 NM NM --
NC 2L = 250 mg/L mg/L 10/09/06 ----14 70 15 24 12 2 2 NM 108 11 NM NM NM 9 2 27 NM NM --
EPA MCL = 250 mg/L mg/L 04/24/07 ----5 48 28 14 39 ND 3 NM 101 32 NM NM NM 101 2 20 NM NM --
mg/L 10/31/07 2 --ND 57 ND 8.8 ND 2.5 12 NM 110 42 NM NM NM 7.3 ND 23 NM NM ND
mg/L 04/21/08 0.48 --4.2 B 61 4.0 B 9.4 B 3.5 B 3.1 B 4.6 B NM 140 31 NM NM NM 12 NM 20 NM NM 2.0 J
mg/L 10/06/08 0.5 --2.2 J 48 2.4 J 11.0 1.5 J 2.6 J 9.1 NM 110 34 NM NM NM 14 1.9 J 30 NM NM ND
mg/L 04/13/09 0.018 --3.8 J 48 4.5 J 11 3.2 J 2.4 J 4.1 J NM 110 43 NM NM NM 15 5.8 30 NM NM ND
mg/L 10/15/09 0.018 --8.5 52 5.0 16 3.7 J 6.4 11 NM 98 35 NM NM NM 12 3.9 J 24 NM NM ND
mg/L 04/26/10 0.018 --3.8 B 44 4.6 B 9.4 B 3.1 B 5.0 B 5.0 B NM 110 30 NM NM NM 19 4.7 B 17 NM NM 2.0 J
mg/L 10/19/10 0.018 --3.4 B 52 4.8 B 9.4 3.0 B 5.1 B 5.0 B NM 98 36 NM NM NM 16 3.5 B 15 NM NM 1.8 J
mg/L 04/18/11 0.047 --3.4 B 50 4.8 B 8.7 B 3.2 B 5.5 B 8.4 B NM 110 29 NM NM NM 17 3.3 B 38 NM NM 1.9 J
mg/L 10/10/11 0.047 --10 63 4.6 B 13 3.4 B 10 11 NM 110 25 NM NM NM 18 Dry 20 NM NM 1.5 J
mg/L 04/17/12 0.43 --10 77 4 J 11 3 J 11 7.6 NM 110 19 NM NM NM 23 Dry 31 NM NM ND
mg/L 10/09/12 0.43 --11 73 3.8 B 2.5 B 3.3 B 13 4.7 B NM 120 17 NM NM NM 22 Dry 23 NM NM 1.5 J
mg/L 04/15/13 0.043 --3.0 B 72 3.6 B 7.4 B 3.3 B 11 5.6 B NM 110 17 NM NM NM 18 Dry 34 NM NM 1.5
mg/L 09/30/13 0.044 --4.0 J 36 4.1 J 6.8 3.0 J 14 5.6 NM 100 24 NM NM NM 17 Dry 47 NM NM ND
mg/L 04/16/14 2.2 --2.6 J 34 3.1 J 2.5 J 2.8 J 14 5.1 NM 99 11 NM NM NM 16 NM 34 NM NM ND
mg/L 10/15/14 2.2 --4.8 J 34 5.3 7.7 Dry 28 9.2 NM 84 38 NM NM NM 19 Dry 60 NM NM ND
mg/L 04/15/15 2.2 --5.6 44 4.6 J 18 3.1 J 15 3.8 J NM 99 35 NM NM NM 22 Dry 54 NM NM NM
mg/L 10/07/15 2.2 --3.4 J 42 4.5 J 5.1 2.6 J 24 8.4 NM 99 36 NM NM NM 31 2.9 J 21 NM NM ND
mg/L 04/11/16 2.2 250 ND 25 3.6 J 20 ND 14 3.3 J NM 84 28 NM NM NM 34 2.4 J 61 NM NM ND
mg/L 11/30/16 2.2 250 ND 31 3.6 J 20 ND 22 8.8 NM 79 48 NM NM NM 39 2.2 J 27 NM NM ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 4 of 9 0739615016
Parameter Reporting
Units
Sample
Date
Method
Detection
Limit
SWS
Reporting
Limit
PW-1*BlanksMW-7 MW-13D*MW-11S MW-16SMW-13S*MW-3 MW-14
TABLE 9
Summary of Monitored Natural Attenuation Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
MW-6 MW-8*MW-11D*MW-15MW-1 MW-4 MW-5 MW-9MW-2 MW-16D*
Nitrate as N mg/L 04/28/06 0.04 --2.97 0.59 0.12 0.23 0.48 ND ND NM ND ND NM NM NM ND ND 2.73 NM NM --
NC 2L = 10 mg/L mg/L 10/09/06 ----2.31 ND 0.09 0.44 0.38 ND ND NM 0.13 0.19 NM NM NM ND ND 2.06 NM NM --
EPA MCL = 10 mg/L mg/L 04/24/07 ----3.47 ND 0.11 0.34 0.07 ND ND NM 0.11 0.14 NM NM NM ND ND 1.93 NM NM --
mg/L 10/31/07 0.007 --4.5 J 0.11 J 0.15 J 0.41 J 0.44 J 0.2 J 0.072 J NM 0.063 J 0.3 J NM NM NM 0.072 J 0.073 J 0.11 J NM NM ND
mg/L 04/21/08 0.01 --3.6 J 2 J 0.11 J 0.39 J 0.32 J 0.084 J 0.043 J NM 0.063 J 0.01 J NM NM NM 0.59 J NM 3.6 J NM NM ND
mg/L 10/06/08 0.01 --2.4 J 0.096 J 0.079 J 0.088 J 0.25 J 0.13 J 0.076 J NM 0.081 J 0.072 J NM NM NM 0.11 J 0.3 J 3.4 J NM NM ND
mg/L 04/13/09 0.0056 --2.6 J 0.066 J 0.094 J 0.56 J 0.27 J 0.12 J 0.12 J NM 0.13 J 0.097 J NM NM NM 0.10 J 0.12 J 4.1 J NM NM ND
mg/L 10/15/09 0.0056 --0.17 J 0.27 J ND 0.17 J 0.48 J 0.13 J 0.036 J NM 0.16 J 0.051 J NM NM NM 0.13 J 0.17 J 0.095 J NM NM ND
mg/L 04/26/10 0.0056 --2.0 J 0.13 J 0.12 J 1.3 J 0.12 J 0.095 J 0.10 J NM 0.057 J 0.059 J NM NM NM 0.081 J 0.13 J 6.2 J NM NM ND
mg/L 10/19/10 0.025 --2.2 J ND 0.11 J ND ND 0.050 J 0.067 J NM 0.049 J 0.025 J NM NM NM 0.076 J 0.17 J 8.8 J NM NM ND
mg/L 04/18/11 0.025 --2.8 J 1.4 J 0.12 J 0.56 J 0.36 J 0.085 J 0.17 J NM 0.083 J 0.041 J NM NM NM 0.067 J 0.091 J 0.35 J NM NM ND
mg/L 10/10/11 0.025 --0.58 J 3.7 J 0.18 J 1.5 J 0.60 J 0.034 J 0.062 J NM 0.14 J 0.46 J NM NM NM 0.067 J Dry 0.26 J NM NM ND
mg/L 04/17/12 0.025 --0.28 J 3.10 J 0.11 J 1.40 J 0.55 J 0.088 J 0.120 J NM 0.110 J 0.140 J NM NM NM 0.100 J Dry 0.460 J NM NM ND
mg/L 10/09/12 10 --0.18 J 4 J 0.048 J 0.42 J 0.58 J 0.067 J ND NM 0.059 J ND NM NM NM 0.064 J Dry 0.59 J NM NM ND
mg/L 04/15/13 10 --1.7 J 6.6 J 0.028 J 1.3 J 0.46 J 0.094 J 0.12 J NM 1.4 J 0.067 J NM NM NM 0.068 J Dry 1.1 J NM NM ND
mg/L 09/30/13 10 --1 J 0.44 J ND 0.2 J 0.43 J 0.084 J 0.12 J NM 0.12 J 0.11 J NM NM NM 0.073 J Dry 2.6 J NM NM ND
mg/L 04/16/14 10 --0.19 J 0.17 J 0.063 J 0.25 J 0.18 J 0.068 J ND NM 0.055 J ND NM NM NM ND NM 1.1 J NM NM ND
mg/L 10/15/14 0.025 10 0.96 J 0.58 J 0.39 J 0.87 J Dry 1.1 J 0.094 J NM 0.11 J 2.4 J NM NM NM 0.12 J Dry 0.22 J NM NM ND
mg/L 04/15/15 0.025 10 0.88 J 0.64 J 0.048 J 0.17 J 0.41 J 0.076 J 0.200 J NM 0.29 J 0.092 J NM NM NM 0.098 J Dry 0.13 J NM NM NM
mg/L 10/07/15 0.025 10 1.6 J 1.1 J 0.41 J 5.30 J 0.35 J 0.073 J 0.100 J NM 0.43 J 0.079 J NM NM NM 0.092 J 0.098 J 0.72 J NM NM ND
mg/L 04/11/16 0.025 10 0.46 J ND ND 3 J 0.19 J 0.059 J 0.076 J NM 0.054 J 0.047 J NM NM NM 0.049 J 0.079 J 0.150 J NM NM ND
mg/L 11/30/16 0.025 10 1.1 J 0.11 J ND 0.73 J 0.26 J 0.076 J 0.067 J NM 0.081 J ND NM NM NM 0.071 J 0.12 J 2.2 J NM NM ND
Nitrite as N mg/L 04/28/06 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
No Standard mg/L 10/09/06 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/24/07 ----NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/31/07 0.006 --0.016 B ND ND 0.009 B 0.014 B 0.21 J ND NM ND ND NM NM NM ND 0.011 B ND NM NM 0.016 J
mg/L 04/21/08 0.01 --ND ND ND ND ND ND ND NM ND 0.013 B NM NM NM ND NM ND NM NM 0.013 J
mg/L 10/06/08 0.017 --ND ND 0.012 J ND ND ND ND NM ND 0.072 J NM NM NM ND ND ND NM NM ND
mg/L 04/13/09 0.0056 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND 0.014 J ND NM NM ND
mg/L 10/15/09 0.0056 --0.023 B 0.016 B 0.016 B 0.022 B 0.016 B 0.014 B 0.014 B NM 0.0099 B 0.020 B NM NM NM 0.0087 B 0.0088 B 0.015 B NM NM 0.013 J
mg/L 04/26/10 0.0056 --0.0085 B ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM 0.0081 J
mg/L 10/19/10 0.0056 --0.0094 B 0.016 B 0.011 B 0.033 J 0.0067 B 0.006 B 0.008 B NM 0.0071 B 0.016 B NM NM NM 0.0061 B 0.012 B 0.019 B NM NM 0.0064 J
mg/L 04/18/11 0.003 --0.0061 B 0.0068 B 0.0056 B ND 0.0084 B ND ND NM ND 0.006 B NM NM NM ND 0.0048 B ND NM NM 0.0042 J
mg/L 10/10/11 0.003 --0.016 B 0.0084 B ND 0.011 B 0.012 B 0.0095 B ND NM ND ND NM NM NM ND Dry 0.0036 B NM NM 0.0041 J
mg/L 04/17/12 0.003 --ND 0.016 J 0.0098 J ND ND ND 0.0042 J NM ND ND NM NM NM ND Dry 0.010 J NM NM ND
mg/L 10/09/12 1 --0.0077 B 0.0039 B ND 0.0047 B ND ND 0.0043 B NM ND ND NM NM NM ND Dry 0.003 B NM NM 0.0063 J
mg/L 04/15/13 1 --0.012 B 0.034 B ND 0.019 B 0.0092 B 0.026 B 0.011 B NM 0.021 B ND NM NM NM 0.012 B Dry ND NM NM 0.0079 J
mg/L 09/30/13 1 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/16/14 1 --0.019 J ND ND ND ND ND ND NM ND ND NM NM NM ND NM ND NM NM ND
mg/L 10/15/14 0.017 1 ND ND ND ND Dry ND ND NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/15/15 0.017 1 ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM NM
mg/L 10/07/15 0.017 1 ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND 0.03 J NM NM ND
mg/L 04/11/16 0.017 1 ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 11/30/16 0.017 1 ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND 0.03 J NM NM ND
Sulfate mg/L 04/28/06 5 --24.5 9 ND ND ND 16.3 19 NM 8.2 63.4 NM NM NM 27.2 38.4 23.5 NM NM --
NC 2L = 250 mg/L mg/L 10/09/06 ----23 24.6 5.9 14.9 10.7 20.8 7 NM 18.1 88.2 NM NM NM 32.5 35.4 18.5 NM NM --
No EPA MCL mg/L 04/24/07 ----17 26.2 8.7 10.4 7.9 20.8 17.2 NM 15.1 76 NM NM NM 28.3 13.7 25.2 NM NM --
mg/L 10/31/07 0.03 --7.2 J 17 J 2.0 J 13 J 1.0 J 13 J 3.0 J NM 8.2 J 130 J NM NM NM 25 J 26 J 160 J NM NM ND
mg/L 04/21/08 0.25 --13 J 20 J 3.8 J 9.0 1.0 J 12 J 6.7 J NM 9.4 J 93 J NM NM NM 27 J NM 82 J NM NM ND
mg/L 10/06/08 0.05 --12 J 17 J 5.0 J 11.0 J 2.4 J 17 J 3.6 J NM 6.1 J 66 J NM NM NM 24 J 43 J 130 J NM NM ND
mg/L 04/13/09 0.16 --12 J 17 J 5.2 J 13 J 2.2 J 18 J 2.4 J NM 6.2 J 88 J NM NM NM 22 J 54 J 160 J NM NM ND
mg/L 10/15/09 0.16 --12 J 20 J 5.5 J 26 J 2.1 J 18 J 6.1 J NM 4.7 J 120 J NM NM NM 26 J 33 J 120 J NM NM ND
mg/L 04/26/10 0.16 --12 J 13 J 6.1 J 21 J 2.3 J 14 J 2.6 J NM 4.7 J 77 J NM NM NM 26 J 20 J 40 J NM NM ND
mg/L 10/19/10 0.12 --11 J 16 J 6.2 J 16 J 2.8 J 18 J 3.1 J NM 6.4 J 100 J NM NM NM 22 J 24 J 66 J NM NM ND
mg/L 04/18/11 0.02 --11 J 15 J 6.7 B 19 J 2.6 B 19 J 4.8 B NM 6.7 B 96 J NM NM NM 21 J 37 J 190 J NM NM 1.8 J
mg/L 10/10/11 0.02 --9.7 J 18 J 6.7 J 39 J 1.9 J 14 J 3.8 J NM 4.9 J 58 J NM NM NM 20 J Dry 99 J NM NM ND
mg/L 04/17/12 0.04 --9.8 J 20 J 7.2 J 21 J 1.6 B 11 J 2.5 B NM 4.8 B 46 J NM NM NM 19 J Dry 120 J NM NM 1.7 J
mg/L 10/09/12 250 --9.6 J 17 J 7.1 J 4.5 J 1.9 J 12 J 2.8 J NM 5.3 J 24 J NM NM NM 15 J Dry 63 J NM NM ND
mg/L 04/15/13 250 --10 J 12 J 7.1 J 7.4 J 1.8 J 8.2 J 2.4 J NM 7 J 48 J NM NM NM 15 J Dry 150 J NM NM ND
mg/L 09/30/13 250 --11 J 8.0 J 5.9 J 13 J ND 7.2 J ND NM 4.5 J 21 J NM NM NM 17 J Dry 140 NM NM ND
mg/L 04/16/14 250 --10 J 8.0 J 4.9 J 4.9 J ND 12 J 5.0 J NM 3.6 J 94 J NM NM NM 19 J NM 92 J NM NM ND
mg/L 10/15/14 2.9 250 10 J 8.9 J 6.5 J 10 J Dry 11 J ND NM 4.6 J 64 J NM NM NM 17 J Dry 210 J NM NM ND
mg/L 04/15/15 2.9 250 13 J 12 J 8.0 J 34 J ND 11 J ND NM 6.6 J 72 J NM NM NM 19 J Dry 190 J NM NM NM
mg/L 10/07/15 2.9 250 8.7 J 14 J 6.9 J 7.3 J ND 15 J ND NM 5.8 J 49 J NM NM NM 18 J 21 J 48 J NM NM ND
mg/L 04/11/16 2.9 250 11 J 8.0 J 8.3 J 37 J 3.2 J 17 J ND NM 3.6 J 58 J NM NM NM 17 J 10 J 180 J NM NM ND
mg/L 11/30/16 2.9 250 8.9 J 9.2 J 8.2 J 25 J ND 11 J ND NM 3.7 J 84 J NM NM NM 14 J 24 J 52 J NM NM ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 5 of 9 0739615016
Parameter Reporting
Units
Sample
Date
Method
Detection
Limit
SWS
Reporting
Limit
PW-1*BlanksMW-7 MW-13D*MW-11S MW-16SMW-13S*MW-3 MW-14
TABLE 9
Summary of Monitored Natural Attenuation Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
MW-6 MW-8*MW-11D*MW-15MW-1 MW-4 MW-5 MW-9MW-2 MW-16D*
Alkalinity (total)mg/L 04/28/06 ----1 258 2 2 2 156 156 NM 878 566 NM NM NM 158 93 1 NM NM --
No Standard mg/L 10/09/06 ----6 244 ND 5 1 20.3 168 NM 946 729 NM NM NM 179 115 1.5 NM NM --
mg/L 04/24/07 ----ND 267 2 3 ND 173 194 NM 879 650 NM NM NM 164 107 7 NM NM --
mg/L 10/31/07 5.2 --ND 240 ND 15 ND 160 89 NM 690 390 NM NM NM 130 130 71 NM NM ND
mg/L 04/21/08 4.7 --ND 170 8.5 J 7.8 J ND 110 81 NM 740 280 NM NM NM 110 NM 77 NM NM ND
mg/L 10/06/08 2.7 --ND 140 ND 4.5 J ND 88 28 NM 680 190 NM NM NM 94 82 74 NM NM ND
mg/L 04/13/09 8.3 --ND 180 ND 9.9 J ND 88 120 NM 670 370 NM NM NM 72 81 190 NM NM ND
mg/L 10/15/09 8.3 --80 210 ND 53 9.9 J 160 53 NM 680 390 NM NM NM 160 160 260 NM NM ND
mg/L 04/26/10 8.3 --ND 160 ND 14 J ND 88 130 NM 660 350 NM NM NM 150 110 88 NM NM ND
mg/L 10/19/10 8.0 --ND 260 ND 9.8 J ND 150 130 NM 890 760 NM NM NM 170 170 170 NM NM ND
mg/L 04/18/11 12 --ND 290 ND ND ND 70 79 NM 910 600 NM NM NM 120 64 320 NM NM ND
mg/L 10/10/11 12 --110 280 ND 22 ND 130 49 NM 930 360 NM NM NM 96 Dry 280 NM NM ND
mg/L 04/17/12 12 --83 330 ND ND ND 170 100 NM 1100 350 NM NM NM 120 Dry 260 NM NM ND
mg/L 10/09/12 12 --55 340 ND ND ND 81 160 NM 930 330 NM NM NM 85 Dry 200 NM NM ND
mg/L 04/15/13 12 --ND 270 ND ND ND 23 170 NM 750 300 NM NM NM 140 Dry 250 NM NM ND
mg/L 09/30/13 14 --ND 190 ND ND ND 66 140 NM 990 310 NM NM NM 160 Dry 310 NM NM ND
mg/L 04/16/14 14 --ND 130 ND ND ND 110 120 NM 820 260 NM NM NM 83 NM 210 NM NM ND
mg/L 10/15/14 14 --15 180 ND 17 Dry 150 88 NM 770 550 NM NM NM 120 Dry 820 NM NM ND
mg/L 04/15/15 14 --ND 190 ND 120 ND 120 96 NM 970 640 NM NM NM 130 Dry 710 NM NM NM
mg/L 10/07/15 14 --ND 250 14 J 18 ND 180 130 NM 970 640 NM NM NM 180 100 310 NM NM ND
mg/L 04/11/16 14 --ND 170 ND 110 ND 160 130 NM 1000 550 NM NM NM 130 100 640 NM NM ND
mg/L 11/30/16 14 --ND 180 ND 82 ND 180 160 NM 880 710 NM NM NM 170 160 260 NM NM ND
Total Organic Carbon mg/L 04/28/06 ----23.04 1.43 1.45 4.78 4.48 ND ND NM 36 3.4 NM NM NM 6.73 9.9 5.88 NM NM --
No Standard mg/L 10/09/06 ----3.34 7.67 1.33 14.67 ND 3.34 6.04 NM 27.09 33.2 NM NM NM 4.53 5.18 7.89 NM NM --
mg/L 04/24/07 ----1.63 7.65 1.05 8.78 ND 6.63 14.75 NM 51.85 27.78 NM NM NM 4.41 17.95 6.31 NM NM --
mg/L 10/31/07 0.3 --5.4 10 0.47 13 ND 24 8.8 NM 50 50 NM NM NM 4.2 5.9 18 NM NM ND
mg/L 04/21/08 0.32 --1.2 8.1 0.62 J 5.2 ND 11 15 NM 46 27 NM NM NM 3.9 NM 13 NM NM ND
mg/L 10/06/08 0.32 --1.3 8.8 ND 9.4 ND 10 26 NM 34 44 NM NM NM 4.4 11 18 NM NM ND
mg/L 04/13/09 0.32 --1.2 10 0.51 J 9.8 ND 13 84 NM 41 41 NM NM NM 6.2 16 41 NM NM ND
mg/L 10/15/09 0.32 --8.4 8.7 0.54 J 16 ND 4.2 26 NM 37 32 NM NM NM 4.6 4.4 26 NM NM ND
mg/L 04/26/10 0.32 --1.2 9.1 0.54 J 15 ND 11 23 NM 40 29 NM NM NM 5.9 21 11 NM NM ND
mg/L 10/19/10 0.32 --2.5 11 0.87 J 17 ND 11 100 NM 53 48 NM NM NM 7.1 12 20 NM NM ND
mg/L 04/18/11 0.28 --1.8 8.4 0.81 J 8.6 ND 8.2 9.7 NM 40 32 NM NM NM 5.6 4.8 52 NM NM ND
mg/L 10/10/11 0.28 --8.0 8.8 0.62 15 ND 5.3 -NM 44 20 NM NM NM 5.3 Dry 23 NM NM ND
mg/L 04/17/12 0.001 --5.3 9.5 0.64 J 8.0 ND 8.9 90 NM 59 13 NM NM NM 5.3 Dry 26 NM NM ND
mg/L 10/09/12 0.22 --6.8 11 0.62 J 9.2 ND 6.5 84 NM 57 17 NM NM NM 7.7 Dry 20 NM NM ND
mg/L 04/15/13 0.32 --2.8 8.5 ND 9.8 ND 36 29 NM 51 13 NM NM NM 5.2 Dry 40 NM NM ND
mg/L 09/30/13 0.32 --2.7 4.8 5.2 J 12 ND 18 11 NM 53 18 NM NM NM 5.7 Dry 53 NM NM ND
mg/L 04/16/14 0.32 --3.1 4.6 ND 9.8 ND 35 44 NM 41 32 NM NM NM 5.4 NM 36 NM NM ND
mg/L 10/15/14 0.32 --4.2 6.4 0.97 J 12 Dry 21 7 NM 51 33 NM NM NM 7.1 Dry 51 NM NM ND
mg/L 04/15/15 0.32 --1.4 6.1 ND 29 ND 54 34 NM 45 40 NM NM NM 5.2 Dry 79 NM NM NM
mg/L 10/07/15 0.32 --3.2 6.1 0.71 J 10 ND 23 42 NM 44 32 NM NM NM 8.4 26 39 NM NM ND
mg/L 04/11/16 0.32 --1.4 5.4 0.7 J 32 ND 40 48 NM 58 37 NM NM NM 9.4 49 85 NM NM ND
mg/L 11/30/16 0.32 --1.6 5.4 0.7 J 24 ND 41 20 NM 60 49 NM NM NM 9.4 47 31 NM NM ND
Nitrate/Nitrite as N mg/L 10/19/10 0.025 --2.2 ND 0.12 ND ND 0.056 J 0.075 J NM 0.056 J 0.041 J NM NM NM 0.082 J 0.19 8.8 NM NM ND
No Standard mg/L 04/18/11 0.025 --2.8 1.4 0.13 0.56 0.37 0.085 J 0.17 NM 0.083 J 0.047 J NM NM NM 0.067 J 0.096 J 0.35 NM NM ND
mg/L 10/10/11 0.025 --0.6 3.7 0.18 1.5 0.61 0.043 0.062 NM 0.14 0.46 NM NM NM 0.067 Dry 0.26 NM NM ND
mg/L 04/17/12 0.025 --0.280 3.1 0.120 1.4 0.55 0.088 J 0.120 NM 0.110 0.140 NM NM NM 0.100 Dry 0.470 NM NM ND
mg/L 10/09/12 0.025 --0.19 4 0.048 J 0.42 0.58 0.067 J ND NM 0.059 J ND NM NM NM 0.064 J Dry 0.59 NM NM ND
mg/L 04/15/13 0.025 --1.7 6.6 0.028 J 1.3 0.47 0.12 0.13 NM 1.4 0.067 J NM NM NM 0.08 J Dry 1.1 NM NM ND
mg/L 09/30/13 0.025 --1.0 0.44 ND 0.2 0.43 0.084 J 0.12 NM 0.12 0.11 NM NM NM 0.073 J Dry 2.6 NM NM ND
mg/L 04/16/14 0.082 --0.21 0.17 0.063 J 0.25 0.18 0.068 J ND NM 0.055 J ND NM NM NM ND NM 1.1 NM NM ND
mg/L 10/15/14 0.041 --0.96 0.58 0.39 0.87 Dry 1.1 0.094 J NM 0.11 2.4 NM NM NM 0.12 Dry 0.22 NM NM ND
mg/L 04/15/15 0.041 --0.88 0.64 0.048 J 0.17 0.41 0.076 J 0.20 NM 0.29 0.092 J NM NM NM 0.098 J Dry 0.13 NM NM NM
mg/L 10/07/15 0.041 --1.6 1.1 0.410 5.3 0.350 0.073 J 0.110 NM 0.430 0.079 J NM NM NM 0.092 J 0.098 J 0.750 NM NM ND
mg/L 04/11/16 0.041 --0.460 ND ND 3 0.190 0.059 J 0.076 J NM 0.054 J 0.047 J NM NM NM 0.049 J 0.079 J 0.150 NM NM ND
mg/L 11/30/16 0.041 --1.1 0.11 ND 0.73 0.26 0.076 J 0.067 J NM 0.081 J ND NM NM NM 0.071 J 0.12 2.2 NM NM ND
Ethane mg/L 04/28/06 0.001 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
No Standard mg/L 10/09/06 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
mg/L 04/24/07 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
mg/L 10/31/07 0.0002 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/21/08 0.0009 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND NM ND NM NM ND
mg/L 10/06/08 0.0009 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/13/09 0.0009 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/15/09 0.0009 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/26/10 0.0009 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/19/10 0.0015 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/18/11 0.0015 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/10/11 ----ND ND ND ND ND ND -NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/17/12 0.001 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 10/09/12 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/15/13 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 09/30/13 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/16/14 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND NM ND NM NM ND
mg/L 10/15/14 0.00047 --ND ND ND ND NM ND ND NM ND ND NM NM NM ND NM ND NM ND ND
mg/L 04/15/15 0.00047 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM NM
mg/L 10/07/15 0.00047 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/11/16 0.00047 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 11/30/16 0.0013 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 6 of 9 0739615016
Parameter Reporting
Units
Sample
Date
Method
Detection
Limit
SWS
Reporting
Limit
PW-1*BlanksMW-7 MW-13D*MW-11S MW-16SMW-13S*MW-3 MW-14
TABLE 9
Summary of Monitored Natural Attenuation Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
MW-6 MW-8*MW-11D*MW-15MW-1 MW-4 MW-5 MW-9MW-2 MW-16D*
Ethene mg/L 04/28/06 0.012 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
No Standard mg/L 10/09/06 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
mg/L 04/24/07 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM --
mg/L 10/31/07 0.0003 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/21/08 0.001 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND NM ND NM NM ND
mg/L 10/06/08 0.001 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/13/09 0.001 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/15/09 0.001 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/26/10 0.001 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/19/10 0.001 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/18/11 0.001 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 10/10/11 ----ND ND ND ND ND ND -NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/17/12 0.0023 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 10/09/12 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/15/13 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 09/30/13 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM ND
mg/L 04/16/14 ----ND ND ND ND ND ND ND NM ND ND NM NM NM ND NM ND NM NM ND
mg/L 10/15/14 0.00062 --ND ND ND ND NM ND ND NM ND ND NM NM NM ND NM ND NM ND ND
mg/L 04/15/15 0.00062 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND Dry ND NM NM NM
mg/L 10/07/15 0.00062 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 04/11/16 0.00062 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
mg/L 11/30/16 0.0015 --ND ND ND ND ND ND ND NM ND ND NM NM NM ND ND ND NM NM ND
Methane mg/L 04/28/06 0.0072 --0.0086 1.2 ND 0.014 ND 7.2 4.7 NM 5.8 4.8 NM NM NM 4.7 7.7 0.86 NM NM --
No Standard mg/L 10/09/06 ----ND 0.237 ND 0.0495 ND 1.63 1.28 NM 1.53 2.12 NM NM NM 1.48 2.65 0.378 NM NM --
mg/L 04/24/07 ----ND 0.34 ND 0.018 ND 2.9 1.9 NM 2.4 2.8 NM NM NM 2 1.9 0.24 NM NM --
mg/L 10/31/07 0.0002 --0.002 0.632 0.0006 0.615 0.001 5.36 3.01 NM 4.76 5.58 NM NM NM 2.39 5.9 0.881 NM NM ND
mg/L 04/21/08 0.0004 --ND 0.514 0.0009 J 0.010 ND 6.64 7.78 NM 9.40 4.98 NM NM NM 3.71 NM 0.265 NM NM ND
mg/L 10/06/08 0.0004 --0.0004 J 0.138 ND 0.023 0.0009 J 3.72 3.22 NM 2.44 1.92 NM NM NM 1.68 3.82 0.128 NM NM ND
mg/L 04/13/09 0.0004 --0.002 0.267 0.002 0.021 0.0006 J 3.43 4.95 NM 4.18 2.65 NM NM NM 2.16 4.99 0.242 NM NM ND
mg/L 10/15/09 0.0004 --0.370 0.190 ND 0.412 0.0009 J 3.48 1.89 NM 2.86 2.36 NM NM NM 1.89 5.37 0.532 NM NM ND
mg/L 04/26/10 0.0004 --ND 0.381 ND 0.057 0.001 3.52 4.09 NM 2.56 2.66 NM NM NM 2.41 ND 0.208 NM NM ND
mg/L 10/19/10 0.0004 --0.00676 0.175 ND 0.0365 0.00085 J 4.36 3.46 NM 3.21 2.54 NM NM NM 1.96 3.64 0.442 NM NM ND
mg/L 04/18/11 0.0004 --0.00149 0.118 ND 0.0181 ND 2.54 2.22 NM 0.832 1.89 NM NM NM 1.49 2.70 0.401 NM NM ND
mg/L 10/10/11 0.0007 --1.19 0.3 0.000834 0.343 ND 11.4 -NM 8.6 4.08 NM NM NM 5.1 Dry 0.696 NM NM ND
mg/L 04/17/12 0.072 --1.17 0.272 ND 0.111 -12 12.9 NM 9.48 3.98 NM NM NM 7.14 Dry 1.13 NM NM ND
mg/L 10/09/12 0.00043 --0.508 0.139 ND ND ND 5.03 7.02 NM 3.69 2.02 NM NM NM 3.2 Dry 0.538 NM NM ND
mg/L 04/15/13 0.00043 --0.00685 0.0534 ND 0.00117 ND 4.87 5.8 NM 2.73 2.06 NM NM NM 2.94 Dry 0.428 NM NM ND
mg/L 09/30/13 0.0004 --0.0264 0.0603 0.00149 0.0329 ND 3.19 4.67 NM 3.05 1.88 NM NM NM 2.74 Dry 0.389 NM NM ND
mg/L 04/16/14 0.0004 --0.00195 0.0361 ND ND ND 5.19 5.67 NM 3.59 2.72 NM NM NM 3.89 NM 0.142 NM NM ND
mg/L 10/15/14 0.0004 --0.0115 0.0532 0.000598 J ND NM 4.53 3.36 NM 3.4 2.95 NM NM NM 3.67 Dry 0.946 NM NM ND
mg/L 04/15/15 0.0004 --0.101 0.132 0.00122 0.198 ND 1.42 2.24 NM 3.59 2.41 NM NM NM 1.89 Dry 0.815 NM NM NM
mg/L 10/07/15 0.0004 --ND 0.051 ND 0.005 J ND 1.68 2.62 NM 3.2 1.68 NM NM NM 6.24 3.20 0.30 NM NM ND
mg/L 04/11/16 0.0004 --0.000608 J 0.064 ND 0.535 ND 3.8 3.59 NM 3.8 1.33 NM NM NM 2.1 2.3 0.585 NM NM ND
mg/L 11/30/16 0.00044 --ND 0.0183 ND 0.000459 J 0.000724 3.0 1.26 NM 0.94 2.4 NM NM NM 2.62 1.36 0.165 NM NM ND
Ferrous Iron (field)mg/L 04/28/06 0.0004 --ND 5.955 0.12 0.168 ND 48.626 45.818 NM 27.48 48.248 NM NM NM 43.164 31.86 ND NM NM --
(lab prior to Oct 07)mg/L 10/09/06 0.0004 --0.165 9.008 0.119 0.297 ND 47.664 45.339 NM 24.615 48.439 NM NM NM 48.646 27.974 1.178 NM NM --
mg/L 04/24/07 0.0004 --ND 3.116 0.071 0.105 ND 35.416 49.731 NM 35.416 49.628 NM NM NM 47.716 25.649 0.08 NM NM --
mg/L 10/31/07 0.0004 --0.0 2.4 0.0 1.3 0.0 2.8 4.4 NM 5.7 3.0 NM NM NM 4.6 2.1 2.5 NM NM --
mg/L 04/21/08 0.0004 --0.0 0.8 0.0 0.8 0.0 2.4 2.8 NM 3.7 5.26 NM NM NM 3.3 NM 3.4 NM NM --
mg/L 10/06/08 0.0004 --0.0 2.2 0.8 1.8 0.6 3.8 3.0 NM 3.2 4.0 NM NM NM 4.2 4.0 3.0 NM NM --
mg/L 04/13/09 0.0004 --0.0 2.0 0.0 0.0 0.0 1.9 1.8 NM 2.4 2.2 NM NM NM 2.2 3.0 1.9 NM NM --
mg/L 10/15/09 0.0004 --2.6 3.0 0.0 0.0 0.0 >10 NM NM 3.9 4.2 NM NM NM 7.1 >10 4.4 NM NM --
mg/L 04/26/10 0.0004 --0.0 3.8 0.0 0.2 0.0 >10 5.0 NM 6.2 8.6 NM NM NM 5.6 >10 4.0 NM NM --
mg/L 10/19/10 0.0004 --0.0 1.4 0.0 0.0 0.0 4.0 4.0 4.0 3.5 4.0 0.0 5.5 3.6 4.0 2.0 4.6 2.4 NM --
mg/L 04/18/11 0.0004 --0.0 2.0 0.0 0.0 0.0 2.0 2.8 3.8 4.8 3.0 0.0 3.4 2.4 3.4 3.0 3.2 1.8 NM --
mg/L 10/10/11 0.0004 --4.0 2.0 0.0 3.0 0.0 5.0 NM NM 4.0 5.0 NM NM NM 6.0 Dry 5.0 NM NM --
mg/L 04/17/12 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM --
mg/L 10/09/12 0.0004 --1.8 0.6 ND ND ND 3.2 2.8 NM 2.8 3.4 NM NM NM 3.8 Dry 3.2 NM NM --
mg/L 04/15/13 0.0004 --0.8 ND ND ND ND 3.0 2.4 NM 4.4 2.2 NM NM NM 2.0 Dry 1.6 NM NM --
mg/L 09/30/13 0.0004 --0.6 0.2 0.0 1.2 0.0 3.6 2.4 NM 2.2 2.6 NM NM NM 3.6 Dry 2.4 NM NM --
mg/L 04/16/14 0.0004 --0.0 0.0 0.0 0.0 0.0 1.5 3.0 NM 1.0 2.5 NM NM NM 1.5 Dry 4.0 NM NM --
mg/L 10/15/14 0.0004 --3.2 4.0 0.8 4.2 Dry 5.0 4.8 4.6 3.6 4.2 3.6 4.4 3.6 4.2 Dry 5.8 5.0 NM --
mg/L 04/15/15 0.0004 --0.0 1.8 0.0 2.0 0.0 3.0 3.6 2.8 2.4 3.2 2.4 2.2 1.6 3.6 Dry 2.8 2.8 NM --
mg/L 10/07/15 0.0004 --0.0 2.4 0.0 0.0 0.0 6.5 0.0 0.0 4.0 0.5 0.0 0.0 0.0 5.8 Dry 1.8 0.0 NM --
mg/L 04/11/16 0.0004 --0.0 3.7 0.0 3.1 0.0 3.4 NM NM 2.0 2.9 NM NM NM 3.4 3.8 2.8 NM NM --
mg/L 11/30/16 0.0004 --0.0 2.2 NM 1.5 0.0 4.0 2.0 NM 2.8 2.5 NM NM NM 3.0 2.6 2.0 NM NM --
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 7 of 9 0739615016
Parameter Reporting
Units
Sample
Date
Method
Detection
Limit
SWS
Reporting
Limit
PW-1*BlanksMW-7 MW-13D*MW-11S MW-16SMW-13S*MW-3 MW-14
TABLE 9
Summary of Monitored Natural Attenuation Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
MW-6 MW-8*MW-11D*MW-15MW-1 MW-4 MW-5 MW-9MW-2 MW-16D*
Hydrogen nM 11/30/16 0.0004 --1.5 1.2 1.3 2 1.7 1.5 1.7 NM 1.3 1.6 NM NM NM 1.9 ND 1.9 NM NM --
No Standard nM 10/09/06 0.0004 --1.1 0.9 1.0 1.1 1.0 1.4 1.0 NM 1.2 1.0 NM NM NM 1.2 --1.1 NM NM --
nM 04/24/07 0.0004 ----------------NM NM NM NM NM NM ------NM NM --
nM 10/31/07 0.0004 --1.1 1.2 1.3 1.2 1.2 1.4 2.9 NM 1.5 1.6 NM NM NM 1.3 1.7 1.3 NM NM --
nM 04/21/08 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
nM 10/06/08 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
nM 04/13/09 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
nM 10/15/09 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
nM 04/26/10 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
nM 10/19/10 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
nM 04/18/11 0.0004 --1.0 0.88 0.86 0.69 0.76 1.1 NM NM 1.1 1.1 NM NM NM 1.1 1.3 0.81 NM NM --
nM 10/10/11 0.0004 --0.99 0.41 J 0.72 0.64 0.90 0.72 NM NM 0.69 0.66 NM NM NM 3.4 Dry 1.6 NM NM --
nM 04/17/12 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM --
nM 10/09/12 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM --
nM 04/15/13 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM --
nM 09/30/13 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
nM 04/16/14 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
nM 10/15/14 0.0004 --NM NM NM NM Dry NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
nM 04/15/15 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
nM 10/07/15 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
nM 04/11/16 0.0004 --3 1.7 2.2 2.3 2.8 2.1 NM NM 2.6 2.5 NM NM NM 2.7 NM 2.3 NM NM NM
nM 11/30/16 0.0004 --1.8 1.7 1.6 3.1 24 31 NM NM 2.7 2.0 NM NM NM 2.7 0.64 2.6 NM NM NM
Carbon Dioxide mg/L 04/28/06 0.0004 --52 280 42 37 45 531 431 NM 500 572 NM NM NM 385 418 256 NM NM --
No Standard mg/L 10/09/06 0.0004 --84 250 75 115 35 552 375 NM 475 700 NM NM NM 400 405 151 NM NM --
mg/L 04/24/07 0.0004 --35 148 48 72 17 480 545 NM 602 622 NM NM NM 368 409 155 NM NM --
mg/L 10/31/07 0.0004 --25 >100 60 95 30 >100 >100 NM >100 >100 NM NM NM >100 >100 >100 NM NM --
mg/L 04/21/08 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/06/08 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/13/09 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/15/09 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/26/10 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 10/19/10 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM --
mg/L 04/18/11 0.0004 --46.6 161 36 57.5 11.8 269 164 NM 272 330 NM NM NM 231 320 369 NM NM ND
mg/L 10/10/11 0.0004 --319 500 126 261 36.6 739 NM NM 768 528 NM NM NM 373 Dry 414 NM NM ND
mg/L 04/17/12 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM --
mg/L 10/09/12 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM --
mg/L 04/15/13 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM --
mg/L 09/30/13 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/16/14 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 10/15/14 0.0004 --NM NM NM NM Dry NM NM NM NM NM NM NM NM NM Dry NM NM NM NM
mg/L 04/15/15 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 10/07/15 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 04/11/16 0.0004 --NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
mg/L 11/30/16 0.0004 --72.5 151 66.7 158 18.2 814 362 NM 498 1020 NM NM NM 589 497 267 NM NM NM
pH (field)S.U.04/28/06 0.0004 --5.00 6.10 5.00 5.10 4.90 5.90 5.90 6.10 6.40 6.30 4.70 --5.40 5.90 5.50 4.70 4.70 5.00 --
S.U.10/09/06 0.0004 --5.10 6.10 4.90 5.20 4.70 5.80 5.90 6.10 6.50 6.40 4.70 6.10 5.30 6.00 5.60 4.60 4.90 4.50 --
S.U.04/24/07 0.0004 --5.30 6.00 4.80 4.60 5.00 5.60 6.00 6.00 6.30 6.20 5.10 6.10 5.10 5.80 5.60 4.60 4.70 5.60 --
S.U.11/01/07 0.0004 --4.59 6.08 4.65 5.04 4.53 5.82 5.89 5.99 6.43 6.40 4.73 5.87 4.92 5.96 5.53 5.28 4.63 5.03 --
S.U.04/23/08 0.0004 --5.55 7.20 5.89 6.07 5.63 7.19 7.62 7.62 7.50 7.78 5.85 8.16 6.55 8.00 7.46 6.59 4.98 5.46 --S.U.10/08/08 0.0004 --4.52 5.83 3.66 4.82 4.00 5.65 6.00 5.75 6.36 6.16 4.53 7.22 5.13 5.96 5.27 5.56 4.69 4.27 --
S.U.04/13/09 0.0004 --4.76 6.08 4.65 5.05 4.52 5.70 5.70 5.55 6.38 6.23 5.31 5.62 5.10 5.92 5.42 6.02 4.13 3.71 --S.U.10/17/09 0.0004 --5.69 6.17 4.61 5.46 4.46 6.06 5.78 6.16 6.49 6.39 4.90 5.99 5.11 6.06 5.66 6.28 5.08 7.28 --
S.U.04/26/10 0.0004 --4.53 5.74 4.28 4.42 4.20 5.62 6.02 5.31 6.23 6.05 5.10 5.41 4.54 5.68 5.48 5.65 4.99 4.33 --
S.U.10/19/10 0.0004 --4.66 6.03 4.41 5.01 4.32 5.83 5.93 5.92 6.39 6.35 4.99 6.03 5.05 6.01 5.56 5.88 5.38 4.71 --
S.U.04/18/11 0.0004 --4.39 5.59 4.17 4.72 4.11 5.36 5.68 5.55 6.04 6.13 4.63 5.62 5.00 5.62 5.41 5.87 5.18 5.13 --
S.U.10/10/11 0.0004 --6.12 7.41 6.59 6.79 4.96 6.23 --6.24 6.38 7.15 6.08 6.21 5.25 6.24 Dry 7.91 7.13 5.78 --
S.U.04/17/12 0.0004 --5.33 5.56 3.88 3.91 3.46 5.76 5.80 5.57 6.38 5.86 4.69 5.38 4.68 5.74 Dry 5.92 4.62 5.76 --
S.U.10/09/12 0.0004 --5.58 6.19 4.85 5.22 4.98 6.14 5.57 6.06 6.49 6.07 4.74 5.70 4.67 6.04 Dry 5.73 5.32 5.17 --S.U.04/15/13 0.0004 --5.19 6.26 4.02 4.71 4.28 5.95 6.12 6.04 6.57 6.67 5.28 5.77 4.70 6.04 Dry 6.07 5.52 5.31 --
S.U.09/30/13 0.0004 --4.83 6.22 4.74 5.31 4.72 6.14 6.23 6.02 6.48 6.14 5.33 6.24 5.67 6.16 Dry 6.13 5.73 4.97 --S.U.04/16/14 0.0004 --5.28 6.46 5.14 6.16 5.00 6.41 6.64 6.29 6.77 6.70 6.19 6.72 6.07 6.47 Dry 6.61 6.50 6.23 --
S.U.10/15/14 0.0004 --5.63 6.59 5.30 6.12 Dry 6.55 6.62 6.73 7.07 7.06 5.85 6.65 5.73 6.58 Dry 7.13 6.66 5.60 --
S.U.04/15/15 0.0004 --4.61 6.09 4.40 5.93 3.01 6.33 6.44 6.36 6.97 5.86 5.56 6.74 5.93 6.48 Dry 6.57 6.33 5.54 --
S.U.10/07/15 0.0004 --4.38 5.29 3.51 4.70 3.59 6.07 4.11 5.32 6.32 5.60 4.44 5.52 4.12 4.52 Dry 4.80 5.94 6.46 --
S.U.04/11/16 0.0004 --4.81 5.78 3.82 4.94 3.75 5.66 5.70 5.27 6.41 6.42 4.87 5.07 4.87 6.29 5.61 6.32 5.58 4.74 --
S.U.11/30/16 0.0004 --4.48 5.82 4.05 5.98 4.95 6.23 6.23 6.2 6.28 6.55 5.82 5.7 5.33 5.87 5.22 6.55 6.26 6.59 --
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 8 of 9 0739615016
Parameter Reporting
Units
Sample
Date
Method
Detection
Limit
SWS
Reporting
Limit
PW-1*BlanksMW-7 MW-13D*MW-11S MW-16SMW-13S*MW-3 MW-14
TABLE 9
Summary of Monitored Natural Attenuation Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
MW-6 MW-8*MW-11D*MW-15MW-1 MW-4 MW-5 MW-9MW-2 MW-16D*
Specific Conductance (field)uS/cm 04/28/06 0.0004 --88 697 31 27 21 398 267 728 1788 1144 56 --60 370 241 194 77 28 --
(lab prior to Oct. 07)uS/cm 10/09/06 0.0004 --103 635 34 120 20 398 328 622 1577 1206 48 348 45 447 332 147 74 31 --
uS/cm 04/24/07 0.0004 --105 621 43 98 19 323 479 594 1362 957 74 273 47 430 271 172 61 27 --
uS/cm 11/01/07 0.0004 --103 779 41 132 27 445 472 723 2170 1790 66 338 47 499 300 556 91 26 --
uS/cm 04/23/08 0.0004 --90 705 32 82 20 179 499 403 2163 1532 90 330 48 502 264 476 120 26 --
uS/cm 10/08/08 0.0004 --80 554 30 90 17 316 505 328 1773 1330 105 999 215 457 245 529 684 17 --
uS/cm 04/13/09 0.0004 --92 791 38 123 13 373 369 530 2214 1323 178 258 76 563 315 1160 148 28 --
uS/cm 10/17/09 0.0004 --239 879 44 216 22 623 437 854 2270 1981 81 436 45 584 403 1115 184 21 --
uS/cm 04/26/10 0.0004 --76 717 40 148 15 379 653 551 2184 1645 139 331 56 624 286 425 177 21 --
uS/cm 10/19/10 0.0004 --78 729 46 129 20 523 502 682 2199 1953 97 387 74 679 384 670 207 22 --
uS/cm 04/18/11 0.0004 --89 802 49 142 21 478 452 869 2395 1802 98 410 81 710 392 1406 235 21 --
uS/cm 10/10/11 0.0004 --281 855 53 265 24 699 --1041 2342 1452 64 418 47 671 Dry 898 302 24 --
uS/cm 04/17/12 0.0004 --202 807 39 118 21 619 383 698 2328 791 69 357 49 620 Dry 869 123 24 --
uS/cm 10/09/12 0.0004 --152 821 37 25 20 642 406 698 2092 926 58 341 56 572 Dry 627 212 20 --
uS/cm 04/15/13 0.0004 --71 694 34 75 18 645 405 697 2176 963 52 313 60 532 Dry 930 206 20 --
uS/cm 09/30/13 0.0004 --77 491 43 102 21 725 761 550 2303 1014 144 391 106 673 Dry 1227 359 22 --
uS/cm 04/16/14 0.0004 --95 534 54 99 58 769 697 671 2292 1103 227 422 158 690 Dry 797 684 60 --
uS/cm 10/15/14 0.0004 --120 580 88 148 Dry 920 640 1150 2360 1186 105 420 91 710 Dry 2260 810 45 --
uS/cm 04/15/15 0.0004 --87 576 40 398 23 523 300 455 1835 728 191 263 107 494 Dry 2030 846 17 --
uS/cm 10/07/15 0.0004 --69 588 47 118 23 907 495 1085 2381 1638 180 361 82 739 Dry 670 633 28 --
uS/cm 04/11/16 0.0004 --53 467 53 351 19 818 521 564 1803 1804 243 261 133 625 280 1326 759 36 --
uS/cm 11/30/16 0.0004 --53 454 46 314 19 917 516 850 2002 2095 263 321 102 780 334 1274 811 23 --
Temperature (field)Celsius 04/28/06 0.0004 --16.00 15.00 14.00 16.00 16.00 17.00 17.00 13.00 18.00 18.00 18.00 --14.00 17.00 19.00 16.00 16.00 15.00 --
(lab prior to Oct. 07)Celsius 10/09/06 0.0004 --20.00 19.00 19.00 20.00 20.00 19.00 20.00 20.00 20.00 21.00 20.00 21.00 19.00 19.00 18.00 21.00 21.00 18.00 --Celsius 04/24/07 0.0004 --18.00 17.00 17.00 19.00 17.00 17.00 18.00 16.00 20.00 19.00 17.00 16.00 16.00 16.00 18.00 19.00 17.00 19.00 --
Celsius 11/01/07 0.0004 --18.31 19.20 19.70 19.54 19.48 19.18 23.88 20.66 20.17 19.57 19.27 22.63 20.36 18.73 18.67 21.79 20.70 18.79 --Celsius 04/23/08 0.0004 --14.84 15.59 14.80 16.55 14.83 16.52 16.28 16.61 17.82 16.83 17.56 16.92 17.97 16.55 17.33 18.28 19.26 18.49 --
Celsius 10/08/08 0.0004 --15.72 18.90 18.81 19.48 18.79 19.77 19.84 19.20 19.23 20.29 20.25 21.33 20.11 19.63 19.27 21.52 23.46 16.55 --
Celsius 04/13/09 0.0004 --14.94 14.91 14.86 15.24 14.55 15.82 16.55 14.09 18.62 16.47 16.64 14.52 15.95 16.11 17.43 17.99 17.69 16.35 --
Celsius 10/17/09 0.0004 --17.45 18.56 18.18 18.80 17.80 18.77 17.82 19.38 18.79 17.57 18.76 20.43 19.24 18.22 17.98 20.40 22.62 16.38 --
Celsius 04/26/10 0.0004 --14.40 15.51 14.85 15.66 16.23 17.05 18.24 16.05 18.45 16.52 18.63 16.30 17.85 16.85 17.25 18.44 20.91 16.89 --
Celsius 10/19/10 0.0004 --20.26 19.20 18.21 18.22 18.68 20.55 19.28 21.16 20.74 18.97 18.13 19.53 17.94 20.51 18.97 21.33 19.78 16.72 --
Celsius 04/18/11 0.0004 --17.39 15.45 15.45 16.10 15.48 16.95 19.00 15.23 21.49 17.19 18.09 15.69 17.59 17.16 19.89 19.67 22.01 17.15 --Celsius 10/10/11 0.0004 --19.55 19.66 20.27 20.55 18.69 19.13 --19.40 19.20 19.52 18.65 19.40 17.70 18.65 Dry 23.36 23.08 19.07 --
Celsius 04/17/12 0.0004 --17.55 16.39 16.11 16.25 16.60 18.01 16.55 16.42 19.29 18.15 18.06 17.34 19.68 17.29 Dry 20.47 21.08 19.85 --Celsius 10/09/12 0.0004 --18.77 18.76 18.85 20.14 18.13 20.17 20.54 19.57 19.14 20.62 18.68 19.67 18.48 19.04 Dry 22.11 22.26 16.24 --
Celsius 04/15/13 0.0004 --15.28 14.26 14.04 14.23 14.23 16.92 17.86 16.11 19.24 18.08 18.63 15.72 16.97 16.64 Dry 19.06 19.35 17.65 --
Celsius 09/30/13 0.0004 --20.7 19.3 19.5 20.4 19.0 19.9 20.7 20.8 20.1 20.6 19.6 19.2 17.9 20.1 Dry 22.2 22.1 17.8 --
Celsius 04/16/14 0.0004 --13.2 13.7 13.6 14.0 12.9 15.2 16.8 13.8 17.1 15.8 17.3 14.6 16.4 14.8 Dry 14.8 17.1 15.5 --
Celsius 10/15/14 0.0004 --18.8 18.5 19.1 20.0 Dry 18.4 19.8 19.5 19.4 18.8 18.2 17.2 17.8 18.1 Dry 20.8 20.0 18.3 --Celsius 04/15/15 0.0004 --13.71 13.38 13.45 13.52 13.69 14.21 14.37 12.66 16.53 14.29 16.40 13.65 15.35 13.47 Dry 15.42 16.12 15.45 --
Celsius 10/07/15 0.0004 --20.40 19.01 19.57 21.15 19.20 19.99 21.67 20.61 20.46 19.76 19.78 20.46 18.60 20.04 Dry 22.92 23.64 18.76 --Celsius 04/11/16 0.0004 --14.06 14.90 15.70 13.71 15.60 16.20 16.30 13.72 16.65 14.90 16.88 14.93 16.25 14.61 17.80 15.73 20.15 14.90 --
Celsius 11/30/16 0.0004 --18.5 17.8 16.8 17.77 17.49 20.28 20.9 18.89 20.7 19.51 18.41 19.7 18.3 19.4 17.5 20.16 20.6 14.1 --
Turbidity (field)NTU 04/28/06 0.0004 --70 7.8 12 5.1 7.4 55 86 NM 240 290 NM NM NM 20 35 7.2 NM NM --
(lab prior to Oct. 07)NTU 10/09/06 0.0004 --65 55 34 120 13 210 500 NM 330 850 NM NM NM 500 75 --NM NM --
NTU 04/24/07 0.0004 --2.2 11 2.4 6 3.1 45 700 NM 350 700 NM NM NM 300 400 1.5 NM NM --
NTU 11/01/07 0.0004 --39.4 96.3 99.1 330 116 116 105 151 155 >1000 204 243 415 95.1 111 137 116 156 --
NTU 04/23/08 0.0004 --2.71 8.15 4.35 12.2 21.7 9.36 29.2 7.07 67.9 369 2.34 20.2 45.1 3.91 15.8 12.4 3.33 2.11 --NTU 10/08/08 0.0004 --3.94 1.03 1.11 5.77 2.46 7.37 47.9 4.75 90.4 286 5.68 46.6 6.21 8.06 30.4 20.1 2.11 4.12 --
NTU 04/13/09 0.0004 --3.98 17.6 15.8 6.49 2.26 --69.4 15.6 16.7 38.2 9.91 9.42 13.7 12.6 81.5 28.8 2.33 5.20 --NTU 10/17/09 0.0004 --13.3 4.02 3.52 52.8 3.17 4.18 207 7.79 30.8 85.4 2.32 25.0 2.89 5.96 36.8 24.0 3.20 12.7 --
NTU 04/26/10 0.0004 --6.23 4.92 4.20 6.69 5.07 13.0 37.4 10.9 61.0 648 5.83 18.2 5.54 2.67 32.9 17.7 7.09 11.6 --
NTU 10/19/10 0.0004 --10.3 36.1 2.44 52.9 17.8 12.8 71.3 <100 23.0 87.6 0.43 39.2 6.73 <100 8.36 8.94 2.54 1.61 --
NTU 04/18/11 0.0004 --32.1 13.0 78.9 35.4 30.2 8.57 83.7 12.8 19.0 145 100 20.0 26.1 12.1 12.1 35.8 22.1 9.13 --
NTU 10/10/11 0.0004 --35.8 6.70 5.13 15.8 35.9 15.2 --18.7 11.5 52.8 57.7 10.6 26.4 66 Dry 15.6 76.7 5.13 --
NTU 04/17/12 0.0004 --76.6 74.0 7.35 64.0 31.6 25.8 97.6 22.5 91.5 84.9 51.2 21.5 26.8 80.4 Dry 95.4 18.1 11.80 --
NTU 10/09/12 0.0004 --32.7 2.57 2.25 64.7 20.1 14.7 82.0 41.7 17.8 47.3 5.77 2.04 18.8 9.06 Dry 19.3 24.7 1.28 --NTU 04/15/13 0.0004 --46.5 9.02 7.47 71.5 15.8 129 55.4 57.9 33.9 200 14.6 15.60 44.3 12.7 Dry 26.1 30.9 14.4 --
NTU 09/30/13 0.0004 --33.1 9.06 7.12 52.5 12.1 36.7 30.5 24.7 61.0 44.6 26.4 8.75 13.7 16.3 Dry 12.1 51.3 32.1 --NTU 04/16/14 0.0004 --51.2 8.42 19.1 58.8 24.2 46.5 47.5 16.9 19.0 82.6 30.1 13.8 17.4 18.5 Dry 24.1 52.5 11.1 --
NTU 10/15/14 0.0004 --53 2.06 3.81 62.7 Dry 18.6 46.6 7.03 66.2 93.6 24.7 17.2 13.6 10 Dry 51 39.9 1.6 --
NTU 04/15/15 0.0004 --21.0 4.76 1.21 18.8 35.7 22.3 31.1 36.9 11.8 48.5 26.1 13.2 24.9 18.4 Dry 29.0 142 5.32 --
NTU 10/07/15 0.0004 --25.4 0.99 0.78 39.5 4.85 19.3 32.6 1.81 8.6 724 10.1 30.1 45.5 9.19 Dry 11.0 3.83 6.16 --
NTU 04/11/16 0.0004 --10.4 2.23 0.77 18.1 3.67 16.5 10.7 1.34 22.60 148 4.38 3.7 11.8 15.8 94.1 5.9 39.2 5.81 --
NTU 11/30/16 0.0004 --23.3 1.8 1.21 8.64 6.9 11.7 64.3 5.62 8.54 32.8 1.05 5.57 10.8 3.11 60 13.1 4.71 1.92 --
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
March 2017 Page 9 of 9 0739615016
Parameter Reporting
Units
Sample
Date
Method
Detection
Limit
SWS
Reporting
Limit
PW-1*BlanksMW-7 MW-13D*MW-11S MW-16SMW-13S*MW-3 MW-14
TABLE 9
Summary of Monitored Natural Attenuation Parameters
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
MW-6 MW-8*MW-11D*MW-15MW-1 MW-4 MW-5 MW-9MW-2 MW-16D*
Oxidation Reduction Pot.mV 04/28/06 0.0004 --258 79 254 239 286 2 9 NM -43 -46 NM NM NM 31 128 265 NM NM --
(field)mV 10/09/06 0.0004 --2.4 32 220 194 232 4 -2 NM -4 -68 NM NM NM 7 -7 252 NM NM --
(lab prior to Oct. 07)mV 04/24/07 0.0004 --168 32 220 198 190 -8 -38 NM -60 -77 NM NM NM 9 22 224 NM NM --
mV 11/01/07 0.0004 --332 -48 331 180 252 -84 -119 NM -123 -171 NM NM NM -87 -72 18 NM NM --
mV 04/23/08 0.0004 --21.4 -4.7 67.1 45.7 60.9 -112.5 -113.5 -90.9 -81.7 -101.6 65.2 -89.5 50.4 -58.2 -133.5 31.1 134.8 NM --
mV 10/08/08 0.0004 --228 66.1 309.3 217.6 223.0 -106.6 -65.1 -32.1 -94.4 -72.1 164 -119 89 -45.3 -60.7 66.1 179 NM --mV 04/13/09 0.0004 --283.5 -8.3 292.0 214.4 285.2 -73.6 -28.5 -17.9 -90.9 -87.8 92.5 -22.8 119.4 -25.1 -27.0 -16.3 332.2 363.2 --
mV 10/17/09 0.0004 --36.9 -18.1 255.8 117.6 296.9 -54.6 -24.6 -59.9 -94.3 -92.5 192.7 -62.6 134.8 -48.3 -16.4 -48.4 182.0 NM --mV 04/26/10 0.0004 --172.8 28.0 173.3 200.1 221.0 -98.0 -42.7 -15.6 -85.9 -86.7 83.5 -52.3 118.0 -48.5 -77.9 54.4 145.7 NM --
mV 10/19/10 0.0004 --148.0 82.9 198.7 208.2 282.2 -81.7 -22.4 -48.9 -94.8 -83.7 104.9 -51.8 155.3 -44.0 -109.6 71.1 132.6 NM --
mV 04/18/11 0.0004 --223.4 45.2 220.0 214.4 267.0 -16.8 -44.7 12.8 -79.4 -62.8 208.7 11.8 121.3 -30.9 -5.1 -2.2 151.4 207.0 --
mV 10/10/11 0.0004 --23.3 15.7 142.6 97.3 80.9 -86.3 ---75.4 -102.4 -47.6 138.6 -70.1 87.4 -85.1 Dry -25.9 61.8 109.7 --
mV 04/17/12 0.0004 --67.2 138.4 180.8 163.0 244.8 -61.1 1.90 -24.4 -111.8 -27.9 141.7 -5.4 126.4 -53.9 Dry 16.3 187.8 NM --
mV 10/09/12 0.0004 --70.0 19.4 101.4 89.8 106.2 -79.3 -32.1 -53.2 -98.0 -58.9 85.8 -32.2 111.0 -76.4 Dry 13.1 60.8 NM --
mV 04/15/13 0.0004 --193.0 86.5 214.9 133.0 198.6 -38.7 -60.7 -72.5 -113.4 -86.8 170.1 -33.9 106.8 -74.4 Dry -4.7 116.7 NM --mV 09/30/13 0.0004 --308.5 128.0 332.6 213.2 286.1 -45.7 -43.9 -16.4 -64.6 -41.6 138.6 -33.2 104.8 -34.6 Dry -3.3 81.0 NM --
mV 04/16/14 0.0004 --282.2 142.5 338.4 232.2 338.3 -59.3 -55.0 -39.8 -42.2 -95.8 40.4 -62.2 88.3 -60.0 Dry 4.9 31.3 NM --mV 10/15/14 0.0004 --245.9 58.8 394.5 187.1 Dry -56.1 -21.9 -60.7 -103 -77.9 209.1 -56.2 177.5 -38.6 Dry -81.9 25 336.9 --
mV 04/15/15 0.0004 --90.4 -20.8 65.1 -22.1 339.9 -55.9 -19.8 -36.6 -97.2 -9.1 61.4 -52.6 6.8 -63.3 Dry -53.7 16.5 119.2 --
mV 10/07/15 0.0004 --18.1 -61.9 20.2 -40.5 115.6 -73.1 -96.2 -100 -135.7 -182.9 3.8 -20.9 27.1 -61.1 Dry -77.2 -116.5 -45.5 --
mV 04/11/16 0.0004 --189.7 105 354.2 64 373.4 -41.8 24.7 -14.6 -70.4 -70.3 50.4 -29.2 40.7 -55.3 ---29.09 8 177.9 --
mV 11/30/16 0.0004 --379 66.8 345 58.6 229.5 -75.8 -58.4 -56.7 -79.1 -86.6 34.9 -46 74 -73.8 -27.6 -65.1 -18 309.5 --
Dissolved Oxygen (field)mg/L 04/28/06 0.0004 --7.02 0.59 4.19 7.79 7.98 0.63 0.44 NM 0.47 1.02 NM NM NM 0.32 0.37 0.49 NM NM --
(lab prior to Oct. 07)mg/L 10/09/06 0.0004 --1.32 0.38 2.23 0.50 6.59 0.36 0.55 NM 0.87 0.41 NM NM NM 0.35 1.49 0.25 NM NM --mg/L 04/24/07 0.0004 --6.37 5.25 4.26 4.26 10.02 0.90 1.19 NM 0.75 0.99 NM NM NM 0.91 1.41 0.84 NM NM --
mg/L 11/01/07 0.0004 --7.26 0.64 4.93 2.17 8.02 0.75 0.33 NM 0.47 0.40 NM NM NM 1.08 0.41 0.59 NM NM --mg/L 04/23/08 0.0004 --5.66 1.53 6.74 4.50 9.65 1.78 1.66 2.24 2.20 1.55 1.69 2.29 2.49 1.48 1.60 1.58 2.43 NM --
mg/L 10/08/08 0.0004 --5.41 0.81 3.84 1.67 7.12 0.49 0.86 0.85 6.29 0.72 2.28 0.67 0.54 0.98 1.46 2.15 0.79 NM --
mg/L 04/13/09 0.0004 --5.55 1.40 5.52 2.65 8.29 0.67 1.38 1.31 0.78 1.12 1.49 0.68 2.06 1.30 1.66 1.45 2.00 NM --
mg/L 10/17/09 0.0004 --1.84 1.23 4.89 1.80 9.10 0.74 0.55 2.05 1.05 0.85 0.88 0.89 1.37 1.04 3.97 1.15 0.95 NM --
mg/L 04/26/10 0.0004 --4.23 0.91 5.52 1.06 7.96 0.54 1.98 1.08 0.70 0.28 1.23 0.43 0.99 1.05 0.96 1.28 1.21 NM --
mg/L 10/19/10 0.0004 --4.77 0.27 4.52 2.07 7.77 0.31 1.50 0.50 0.31 0.60 0.54 0.25 1.96 0.60 0.36 0.47 1.13 NM --
mg/L 04/18/11 0.0004 --4.94 0.59 5.15 1.90 8.02 0.65 2.38 0.77 0.59 0.25 0.46 0.89 0.97 0.55 0.72 0.62 0.89 8.89 --mg/L 10/10/11 0.0004 --1.09 0.64 4.53 0.86 6.78 0.87 --1.09 0.93 0.79 0.60 0.63 0.53 0.62 Dry 0.65 1.07 6.60 --
mg/L 04/17/12 0.0004 --1.58 0.68 5.64 1.44 9.09 0.29 7.01 1.07 0.88 1.31 1.00 0.24 1.78 0.91 Dry 1.01 2.73 NM --mg/L 10/09/12 0.0004 --0.56 0.49 2.98 4.86 6.36 0.43 6.38 0.44 0.57 0.23 0.23 0.48 0.39 0.23 Dry 0.24 0.32 NM --
mg/L 04/15/13 0.0004 --5.34 0.73 6.64 2.97 8.50 1.13 40.5 0.54 0.41 1.04 0.86 0.83 0.89 0.81 Dry 0.82 1.21 NM --
mg/L 09/30/13 0.0004 --1.95 0.40 2.48 0.70 7.46 2.29 0.70 0.37 0.34 0.68 0.32 0.42 0.47 0.42 Dry 0.27 0.61 NM --
mg/L 04/16/14 0.0004 --6.04 0.39 5.89 7.87 8.20 1.05 1.55 0.48 0.36 0.49 0.33 0.77 0.49 0.53 Dry 1.79 1.79 NM --
mg/L 10/15/14 0.0004 --0.95 0.58 1.93 1.07 Dry 0.67 1.27 0.41 0.88 0.85 0.57 0.90 0.71 0.68 Dry 0.60 0.65 6.14 --mg/L 04/15/15 0.0004 --3.19 0.59 4.00 0.53 7.24 0.96 1.72 0.75 0.69 0.61 0.89 0.84 0.86 0.86 Dry 0.59 0.68 9.88 --
mg/L 10/07/15 0.0004 --3.61 1.65 2.76 1.90 5.45 0.59 0.35 0.72 5.13 0.40 0.93 1.24 2.00 0.38 Dry 0.49 0.81 8.02 --mg/L 04/11/16 0.0004 --3.42 0.87 3.93 1.17 7.77 0.92 1.21 0.82 0.54 1.01 1.85 0.87 1.16 0.53 --0.58 1.30 8.24 --
mg/L 11/30/16 0.0004 --2.78 0.28 4.11 0.10 7.26 0.22 1.34 0.18 1.12 0.05 0.2 0.33 0.18 0.71 0.42 0.13 0.22 7.35 --
Notes:Samples collected using low-flow purge and sample techniques.
mg/L = milligrams per liter
ND = not detected at or above the laboratory reporting limit
NM = not measured
uS/cm = microseimens per centimeter
NTU = Nephelometric Turbidity Units
S.U. = Standard Units
Bold only = Concentration above current NC 2L Groundwater Standard or NC SWS Groundwater Protection Standard
Shaded and Bold = Concentration above current NC 2L Groundwater Standard or NC SWS Groundwater Protection Standard and EPA MCL
EPA MCL = US Environmental Protection Agency Maximum Contaminant Level
SWS Reporting Limit =NCPQL or lab-sepcific reporting limit prior to October 2007 and NCSWSL starting in October 2007
mV = millivolts
-- = no data available or not established
J = estimated concentration reported above the laboratory detection limit, but below the laboratory quantitation limit
* = Wells MW-8, MW-11D, MW-13S, MW-13D, MW-16D, and PW-1 are not sampled for monitored natural attenuation parameters since it is not required in the approved monitoring plan and therefore
these data are listed as "NM" in this table. Similarly, carbon dioxide, hydrogen and volatilve fatty acids were not analyzed beginning in April 2008, per NCDENR approval.
2) The following dilutions were noted for the November 2016 event:
Total Alkalinity: MW-2 (2x), MW-9 (10x), MW-11S (5x), MW-16S (5x)
Methane: MW-6 (21x), MW-7 (21x), MW-9 (10x), MW- 11S(21x), MW-14 (21x), MW-15 (21x), MW-16S (5x)
Carbon Dioxide: MW-4 (5x), MW-6 (21x), MW-7 (21x), MW-9 (10x), MW- 11S(21x), MW-14 (21x), MW-15 (21x,) MW-16S (5x)
Chloride: MW-9 (5x), MW-11S (5x)
Sulfide: MW-15 (10x)
Nitrate/Nitrite: MW-4 (5x)
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx

DRAWINGS
CATCH
BASIN
CATCH
BASIN i3
i2
i1
GP-10
CLOSED
MSW
LANDFILL
ACTIVE
C&D
LANDFILL
SW-2
SW-4
SW-3
SW-1
TO GP-9
SB-5
3953953653603703803753853903903853753803703653553604003
5
5
400MW-7
384.93
MW-4359.93
365.90MW-16S
365.76MW-16D
GP-12
357.30MW-3
367.48MW-2
381.43MW-1
382.68
MW-9
382.58
MW-8
MW-13S373.75MW-13D
372.95
382.65
MW-14
388.05
MW-6
MW-11D372.15
MW-11S370.94
MW-5
376.24
MW-15
397.75
PW-1
SB-2
GP-15
GP-16
GP-14
GP-13
GP-11
GP-17
GP-10
SB-3 SB-4
CONSULTANT
DESIGN
PREPARED
REVIEW
APPROVED
YYYY-MM-DD TITLE
PROJECT No.Rev.
PROJECTCLIENT
Path: \\greensboro\CAD\_2007\0739615 - Moore\PRODUCTION\_B - 2016 GW Report\ | File Name: 0739615015B005.dwgIF THIS MEASUREMENT DOES NOT MATCH WHAT IS SHOWN, THE SHEET SIZE HAS BEEN MODIFIED FROM: ANSI D01 in0739615015
PHASE
100
DRAWING
10
2016-07-07
BSD
TJM
BSD
RPK
MOORE COUNTY LANDFILL
PERMIT NO. 63-01
ABERDEEN, NORTH CAROLINA
MOORE COUNTY
GROUNDWATER SURFACE CONTOUR MAP
NOVEMBER 30, 2016
PERENNIAL STREAM
INTERMITTENT STREAM
EPHEMERAL STREAM
POND AND WETLAND LIMITS
EXISTING 10 FT GROUND SURFACE CONTOUR
EXISTING 2 FT GROUND SURFACE CONTOUR
PROPERTY LINE
APPROXIMATE LIMITS OF WASTE
EXISTING ROAD
POTENTIOMETRIC GROUNDWATER CONTOURS (5 FT. INTERVAL)
GROUNDWATER FLOW SEGMENTS
MONITORING WELL AND IDENTIFICATION
METHANE PROBE AND IDENTIFICATION
SURFACE WATER MONITORING POINT AND IDENTIFICATION
LANDFILL GAS TRENCH VENTS AND IDENTIFICATION
PASSIVE LANDFILL GAS VENTS
PRIVATE WELL LOCATION AND IDENTIFICATION
WETLAND AREA
SOIL SAMPLE LOCATIONS
LEGEND
NOTES
1.TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET
2.GROUNDWATER SURFACE CONTOUR INTERVAL = 5 FEET
3.GROUNDWATER ELEVATIONS MEASURED ON NOVEMBER 30, 2016.
4.GROUNDWATER CONTOURS BASED ON LINEAR INTERPOLATION BETWEEN AND
EXTRAPOLATION FROM KNOWN DATA, TOPOGRAPHIC CONTOURS, AND KNOWN FIELD
CONDITIONS. THEREFORE, GROUNDWATER CONTOURS MAY NOT REFLECT ACTUAL
CONDITIONS.
5.GROUNDWATER CONTOUR LINES SHOW THE WATER TABLE SHAPE AND ELEVATION. THESE
CONTOURS ARE INFERRED LINES FOLLOWING THE GROUNDWATER SURFACE AT A
CONSTANT ELEVATION ABOVE SEA LEVEL. THE GROUNDWATER FLOW DIRECTION IS
GENERALLY PERPENDICULAR TO THE GROUNDWATER SURFACE CONTOURS, SIMILAR TO THE
RELATIONSHIP BETWEEN SURFACE WATER FLOW AND TOPOGRAPHIC CONTOURS.
6.PROPERTY BOUNDARY SURVEY BY JAMES L. WRIGHT DATED NOVEMBER 1984. ITS LOCATION
IS RELATIVE TO TOPOGRAPHY APPROXIMATE BY HDR ENGINEERING, INC.
7.EXISTING TOPOGRAPHY WITHIN ACTIVE AND PROPOSED LANDFILL PROVIDED BY MATTHEWS
LAND SURVEYING & MAPPING, PLLC DATED APRIL 17, 2015.
8.MONITORING WELLS MW-1 THROUGH MW-5 SURVEYED JUNE 1987 BY S&ME, INC. MONITORING
WELLS MW-6 THROUGH MW-16 SURVEYED APRIL 1995, SEPTEMBER 1996, AND APRIL 2003 BY
HDR ENGINEERING INC./ ED BUCKNER RLS APRIL 17, 2015.
9.THE LOCATIONS OF LANDFILL GAS TRENCH VENTS ARE APPROXIMATE.
10.GROUNDWATER WELLS MW-11D, MW-13D, AND MW-16D ARE NOT SCREENED IN THE SHALLOW
AQUIFER AND ELEVATION DATA WERE NOT USED IN THE CONSTRUCTION OF GROUNDWATER
CONTOURS.
11.A STREAM DETERMINATION WAS CONDUCTED ON APRIL 17, 2013 BY A GOLDER ASSOCIATES
NC, INC. REPRESENTATIVE. THE STREAM DETERMINATION WAS CONDUCTED USING NCDWQ'S
"METHODOLOGY FOR IDENTIFICATION OF INTERMITTENT AND PERENNIAL STREAMS AND
THEIR ORIGINGS, VERSION 4.11".
381.43
MW-1
GP-10
SW-1
PW-1
385
SITE LOCATION MAP
NOT TO SCALE
SITE LOCATION
0
FEET
200 400
SCALE
SB-2
Gate
Ga
t
e
CLOSED
MSW
LANDFILL
ACTIVE
C&D
LANDFILL
100
10
50
1000
ND550
1000
SW-1
SW-2
SW-4
SW-3
100
ND5
10
20
20
NM
MW-3ND
MW-2
2.53
MW-8
12.57
MW-1415.41
MW-11S11.04
MW-11D15.94
MW-5ND
MW-16D19.05
MW-16S15.34
MW-40.58
MW-656.68
MW-15
996.58
MW-13S
MW-13D1.38
PW-1
3.04
GP-12
MW-1ND
MW-933.43
17.30MW-7
GP-14
GP-13
GP-15
GP-11
GP-10 GP-9
GP-16
GP-17
CONSULTANT
DESIGN
PREPARED
REVIEW
APPROVED
YYYY-MM-DD TITLE
PROJECT No.Rev.
PROJECTCLIENT
Path: \\greensboro\CAD\_2007\0739615 - Moore\PRODUCTION\_B - 2016 GW Report\ | File Name: 0739615015B006.dwgIF THIS MEASUREMENT DOES NOT MATCH WHAT IS SHOWN, THE SHEET SIZE HAS BEEN MODIFIED FROM: ANSI D01 in0739615016
PHASE No.
100
DRAWING
20
2017-03-28
BSD
WBB
BSD
RPK
MOORE COUNTY LANDFILL
PERMIT NO. 63-01
ABERDEEN, NORTH CAROLINA
MOORE COUNTY
TOTAL VOC ISOCONCENTRATION MAP
NOVEMBER 30 - DECEMBER 2, 2016
PERENNIAL STREAM
INTERMITTENT STREAM
EPHEMERAL STREAM
POND AND WETLAND LIMITS
EXISTING 10 FT GROUND SURFACE CONTOUR
EXISTING 2 FT GROUND SURFACE CONTOUR
PROPERTY LINE
APPROXIMATE LIMITS OF WASTE
EXISTING ROAD
TOTAL VOCS ISOCONCENTRATION IN PARTS PER BILLION (PPB)
MONITORING WELL IDENTIFICATION AND VOC CONCENTRATION (PPB)
METHANE PROBE AND IDENTIFICATION
SURFACE WATER MONITORING POINT AND IDENTIFICATION
LANDFILL GAS TRENCH VENTS AND IDENTIFICATION
PRIVATE WELL LOCATION AND IDENTIFICATION
LEGEND
NOTES
MW-1
GP-10
SW-1
PW-1
50
ND
PG C-399
GOLDER ASSOCIATES NC, INC.
0
FEET
200 400
SCALE

APPENDIX A
GROUNDWATER AND SURFACE WATER SAMPLING LOGS
Caption Text

APPENDIX B
NOVEMBER 2016 GROUNDWATER AND SURFACE WATER CERTIFICATE-OF-
ANALYSIS, CHAIN-OF-CUSTODY FORMS AND LABORATORY DATA REVIEW
Caption Text
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GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 1 of 5

Project Name: Moore County Landfill - MNA Wells
Project Reference Number: 073-9615016.100
Sampling Event Date: November 30 – December 2, 2016
Review Date: December 27, 2016 Initials: WB
Report #: CZ17779, CZ17020
Person(s) performing the review are to initial each item on this form as acknowledgement
of data acceptance, or as acknowledgement of a review issue. In the case of the latter, a
brief explanation should follow the applicable item.

Golder Associates Inc. has reviewed the laboratory certificates of analysis, chain-of-custody
form, and laboratory provided sample group quality assurance and quality control data for the
above referenced sample group to identify potential bias or inaccuracy, in general accordance
with the following United States Environmental Protection Agency documents:

 Region III Modifications to Functional Guidelines for Organic Data Review Multi-Media,
Multi-Concentration, September 1994;
 Region III Modifications to the Laboratory Data Validation Functional Guidelines for
Evaluating Inorganic Analyses, April 1993; and
 Laboratory Data Validation Functional Guidelines for Evaluating Inorganic Analyses, July
1998.

COMPLIANCE ANALYTE LIST(S) (check all that apply)

NC Closed Facility/C & D List
X NC Appendix I
NC Appendix I + Detects
NC Appendix II
NC Subtitle D Leachate List
Other: RCRA Metals & MNA parameters

1.0 CHAIN OF CUSTODY (COC) REVIEW

WB COC was properly signed by all parties.
WB Correct project name and number are on the form.
WB Sample receipt condition at laboratory was acceptable.
WB Each sample and blank submitted for analysis appears in the report.

2.0 SAMPLE HOLDING TIMES

WB Holding times for extraction and/or analysis were met for each analytical
Method (see below for reference).

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 2 of 5

Review Criteria
Method Analytes Holding Time
SW-846 Method 8260 and 8011 VOCs 14 days
SW-846 Methods 8270, 8080,
8081, 8082, and 8151
SVOCs, PCBs,
pesticides and
herbicides
7 days for extraction, 40 days
from extraction for analysis
SW-846 Methods 6000 and 7000
Series
Metals except mercury 6 months (no temperature
requirements)
SW-846 Method 7470 Mercury 28 days
SM18 4500-S2 D Sulfide 7 days
SW-846 Method 9010 Cyanide 14 days
EPA Method 300 Nitrate/Sulfate 48 hours/28 days
EPA Method 405.1 BOD 48 hours
EPA Method 410.4 COD 28 days
EPA Method 365.4 Phosphorous 28 days

3.0 LABORATORY QUALITY CONTROL REVIEW

WB Laboratory analyzed at least one internal blank for each method, where applicable.
WB Laboratory blank is interference-free.
WB Surrogate recoveries are provided for each analytical method, where applicable.
WB Surrogate recoveries for each method are within the acceptable limits (i.e., at least
50% of the surrogates were within range).
WB MS/MSD/LCS data results are provided for each analytical method.
WB MS/MSD/LCS recoveries for each method are within the acceptable limits (i.e., at
least 1 of the 3 were within range).

 CZ17090
 The spike recovery of iso-Hexanoic Acid was outside of control limits for
the Fatty Acids MS sample, and precision between duplicate spikes of this
analyte exceeded acceptance criteria. The QC batch was approved based
on acceptable LCS recovery of this analyte.
 The spike recoveries of Alkalinity, Chloride, Nitrate/Nitrite (NOx), and
Sulfide were outside of control limits for the MS and/or MSD samples, and
precision between duplicate spikes of NOx exceeded acceptance criteria.
The QC batches were approved based on acceptable LCS recovery of these
analytes.
 CZ17779
 The spike recovery of iso-Hexanoic acid was outside of control limits for
the MS sample, and precision between duplicate spikes exceeded
acceptance criteria. The QC batch was approved based on acceptable LCS
recovery of this analyte.
 The spike recoveries of Alkalinity, Chloride, Nitrate/Nitrite (NOx), and
Sulfide was outside of control limits for the MS and/or MSD samples, and
precision between duplicate spikes of Sulfide exceeded acceptance
criteria. The QC batches were approved based on acceptable LCS recovery
of these analytes.

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 3 of 5

4.0 ANALYTE LISTS/METHODS

WB The proper number of constituents are present for each analyte list as identified
above (including detects where applicable).

WB Proper EPA SW-846 analytical methods were used for analysis.

Notes:

5.0 DATA REPORTING

WB All analytical reporting associated with the event was performed by the contracted lab.
WB Trip, field and/or equipment, and laboratory blank results have all been reported. All
detects for blanks are listed below by constituent. All laboratory method blanks, if
any, have been ‘flagged’ with a ‘B’ where detected in other samples as appropriate
and a laboratory narrative was provided. If the sample was flagged by the laboratory
and is not within 5X of the concentration in the blank (or 10X for commonly detected
laboratory contaminants-acetone, methylene chloride and phthalates), list below with
explanation if flags should be removed. If flags need to be added for samples, also
list below.

 Field Blank: Barium @ 7.92 ug/L (J)
 Add to B Flags to: MW-3, MW-4, MW-7, MW-15, MW-1, MW-2, and
MW-14

WB It is clear from the laboratory report that samples have or have not been diluted during
analysis, and if the samples have been diluted, the result is reported as a multiple of
the dilution (e.g., a sample diluted 10x resulting in an analytical detection of 1.0 should
be reported as 10). Those that have been diluted are listed below with the dilution
factor.

 Nitrate/Nitrite as N
 MW-4 (x5)
 Chloride
 MW-9 (x5)
 MW-11S (x5)
 CO2
 MW-9 (x10)
 MW-7 (x21)
 MW-6 (x21)
 MW-4 (x5)
 MW-16S (x5)
 MW-15 (x21)
 MW-14 (x21)
 MW-11S (x21)

 CH4
 MW-6 (x21)
 MW-7 (x21)
 MW-9 (x10)
 MW-11S (x21)
 MW-14 (x21)
 MW-15 (x21)
 MW-16S (x5)
 Sulfide
 MW-15 (x10)
 Total Alkalinity
 MW-2 (x2)
 MW-9 (x10)
 MW-11S (x5)
 MW-16S (x5)

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 4 of 5

WB The report provides the reporting limit for each constituent.

WB The results were reported at or below their proper reporting limits (e.g., NC Solid
Waste Section RLs). Those that are not reported correctly are listed below (by
constituent) with the proper reporting limit listed beside them. State if the reporting
limit error is due to dilutions.

 1,4-Dichlorobenzene (NC SWSL = 1
ug/L)
 MW-6 @ 1.9 ug/L
 MW-7 @ 1.3 ug/L
 MW-9 @ 2.5 ug/L
 MW-11S @ 2.7 ug/L
 MW-14 @3.5 ug/L
 MW-15 4.8 ug/L
 Acetone (NC SWSL = 100 ug/L)
 MW-15 @ 980 ug/L (E)
 Arsenic (NC SWSL = 10 ug/L)
 MW-6 @ 65.8 ug/L
 MW-7 @ 20.4 ug/L
 MW-9 @ 85.6 ug/L
 MW-11S @ 43.3 ug/L
 MW-14 @ 48.1 ug/L
 MW-15 @ 39.6 ug/L
 MW-16S @ 16.9 ug/L

 Barium (NC SWSL = 10 ug/L)
 MW-16S @ 115 ug/L
 Benzene (NC SWSL = 1 ug/L)
 MW-6 @ 2.6 ug/L
 MW-7 @ 1.4 ug/L
 MW-9 @ 2.9 ug/L
 MW-11S @ 2.6 ug/L
 MW-14 @ 2.0 ug/L
 MW-15 @ 3.6 ug/L
 Chlorobenzene (SWSL = 3 ug/L)
 MW-9 @ 8.4 ug/L
 Sulfide (NC SWSL = 1000 ug/L)
 MW-15 @ 2600 ug/L
 Vinyl chloride (NC SWSL = 1 ug/L)
 MW-6 @ 1.3 ug/L
 MW-7 @ 1.1 ug/L
 MW-11S @ 2.6 ug/L
 MW-14 @ 2.5 ug/L

WB No inorganic or organic constituents were reported above their respective NC 2L
Drinking Water Standards or Groundwater Protection Standards in wells, surface
points, or field/equipment/trip blanks.

 Arsenic (NC 2L = 10 ug/L)
o MW-6 @ 65.8 ug/L
o MW-7 @ 20.4 ug/L
o MW-9 @ 85.6 ug/L
o MW-11S @ 43.3 ug/L
o MW-14 @ 48.1 ug/L
o MW-15 @ 39.6 ug/L
o MW-16S @ 16.9 ug/L
 Benzene (NC 2L = 1 ug/L)
o MW-6 @ 2.6 ug/L
o MW-7 @ 1.4 ug/L
o MW-9 @ 2.9 ug/L
o MW-11S @ 2.6 ug/L
o MW-14 @ 2.0 ug/L
o MW-15 @ 3.6 ug/L
 Vinyl chloride (NC 2L = 0.03 ug/L)
o MW-6 @ 1.3 ug/L
o MW-7 @ 1.1 ug/L
o MW-11S @ 2.6 ug/L
o MW-14 @ 2.5 ug/L
o MW-15 @ 0.48 ug/L (J)
o MW-16S @ 0.77 ug/L (J)

WB No quantifiable inorganic or organic constituents were detected in a well or surface
water point at concentrations outside of their historical range (more than 5X previous
concentrations or first-time detections).

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 5 of 5

WB Other report issues/Communications with laboratory/etc.:

 Samples MW-9 and MW-11S were processed at dilutions for the Chloride analysis
due to matrix interference, resulting in elevated reporting limits.

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GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 1 of 5

Project Name: Moore County Landfill - MNA Wells
Project Reference Number: 073-9615016.100
Sampling Event Date: November 30 – December 2, 2016
Review Date: December 27, 2016 Initials: WB
Report #: CZ17779, CZ17020
Person(s) performing the review are to initial each item on this form as acknowledgement
of data acceptance, or as acknowledgement of a review issue. In the case of the latter, a
brief explanation should follow the applicable item.

Golder Associates Inc. has reviewed the laboratory certificates of analysis, chain-of-custody
form, and laboratory provided sample group quality assurance and quality control data for the
above referenced sample group to identify potential bias or inaccuracy, in general accordance
with the following United States Environmental Protection Agency documents:

 Region III Modifications to Functional Guidelines for Organic Data Review Multi-Media,
Multi-Concentration, September 1994;
 Region III Modifications to the Laboratory Data Validation Functional Guidelines for
Evaluating Inorganic Analyses, April 1993; and
 Laboratory Data Validation Functional Guidelines for Evaluating Inorganic Analyses, July
1998.

COMPLIANCE ANALYTE LIST(S) (check all that apply)

NC Closed Facility/C & D List
X NC Appendix I
NC Appendix I + Detects
NC Appendix II
NC Subtitle D Leachate List
Other: RCRA Metals & MNA parameters

1.0 CHAIN OF CUSTODY (COC) REVIEW

WB COC was properly signed by all parties.
WB Correct project name and number are on the form.
WB Sample receipt condition at laboratory was acceptable.
WB Each sample and blank submitted for analysis appears in the report.

2.0 SAMPLE HOLDING TIMES

WB Holding times for extraction and/or analysis were met for each analytical
Method (see below for reference).

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 2 of 5

Review Criteria
Method Analytes Holding Time
SW-846 Method 8260 and 8011 VOCs 14 days
SW-846 Methods 8270, 8080,
8081, 8082, and 8151
SVOCs, PCBs,
pesticides and
herbicides
7 days for extraction, 40 days
from extraction for analysis
SW-846 Methods 6000 and 7000
Series
Metals except mercury 6 months (no temperature
requirements)
SW-846 Method 7470 Mercury 28 days
SM18 4500-S2 D Sulfide 7 days
SW-846 Method 9010 Cyanide 14 days
EPA Method 300 Nitrate/Sulfate 48 hours/28 days
EPA Method 405.1 BOD 48 hours
EPA Method 410.4 COD 28 days
EPA Method 365.4 Phosphorous 28 days

3.0 LABORATORY QUALITY CONTROL REVIEW

WB Laboratory analyzed at least one internal blank for each method, where applicable.
WB Laboratory blank is interference-free.
WB Surrogate recoveries are provided for each analytical method, where applicable.
WB Surrogate recoveries for each method are within the acceptable limits (i.e., at least
50% of the surrogates were within range).
WB MS/MSD/LCS data results are provided for each analytical method.
WB MS/MSD/LCS recoveries for each method are within the acceptable limits (i.e., at
least 1 of the 3 were within range).

 CZ17090
 The spike recovery of iso-Hexanoic Acid was outside of control limits for
the Fatty Acids MS sample, and precision between duplicate spikes of this
analyte exceeded acceptance criteria. The QC batch was approved based
on acceptable LCS recovery of this analyte.
 The spike recoveries of Alkalinity, Chloride, Nitrate/Nitrite (NOx), and
Sulfide were outside of control limits for the MS and/or MSD samples, and
precision between duplicate spikes of NOx exceeded acceptance criteria.
The QC batches were approved based on acceptable LCS recovery of these
analytes.
 CZ17779
 The spike recovery of iso-Hexanoic acid was outside of control limits for
the MS sample, and precision between duplicate spikes exceeded
acceptance criteria. The QC batch was approved based on acceptable LCS
recovery of this analyte.
 The spike recoveries of Alkalinity, Chloride, Nitrate/Nitrite (NOx), and
Sulfide was outside of control limits for the MS and/or MSD samples, and
precision between duplicate spikes of Sulfide exceeded acceptance
criteria. The QC batches were approved based on acceptable LCS recovery
of these analytes.

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 3 of 5

4.0 ANALYTE LISTS/METHODS

WB The proper number of constituents are present for each analyte list as identified
above (including detects where applicable).

WB Proper EPA SW-846 analytical methods were used for analysis.

Notes:

5.0 DATA REPORTING

WB All analytical reporting associated with the event was performed by the contracted lab.
WB Trip, field and/or equipment, and laboratory blank results have all been reported. All
detects for blanks are listed below by constituent. All laboratory method blanks, if
any, have been ‘flagged’ with a ‘B’ where detected in other samples as appropriate
and a laboratory narrative was provided. If the sample was flagged by the laboratory
and is not within 5X of the concentration in the blank (or 10X for commonly detected
laboratory contaminants-acetone, methylene chloride and phthalates), list below with
explanation if flags should be removed. If flags need to be added for samples, also
list below.

 Field Blank: Barium @ 7.92 ug/L (J)
 Add to B Flags to: MW-3, MW-4, MW-7, MW-15, MW-1, MW-2, and
MW-14

WB It is clear from the laboratory report that samples have or have not been diluted during
analysis, and if the samples have been diluted, the result is reported as a multiple of
the dilution (e.g., a sample diluted 10x resulting in an analytical detection of 1.0 should
be reported as 10). Those that have been diluted are listed below with the dilution
factor.

 Nitrate/Nitrite as N
 MW-4 (x5)
 Chloride
 MW-9 (x5)
 MW-11S (x5)
 CO2
 MW-9 (x10)
 MW-7 (x21)
 MW-6 (x21)
 MW-4 (x5)
 MW-16S (x5)
 MW-15 (x21)
 MW-14 (x21)
 MW-11S (x21)

 CH4
 MW-6 (x21)
 MW-7 (x21)
 MW-9 (x10)
 MW-11S (x21)
 MW-14 (x21)
 MW-15 (x21)
 MW-16S (x5)
 Sulfide
 MW-15 (x10)
 Total Alkalinity
 MW-2 (x2)
 MW-9 (x10)
 MW-11S (x5)
 MW-16S (x5)

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 4 of 5

WB The report provides the reporting limit for each constituent.

WB The results were reported at or below their proper reporting limits (e.g., NC Solid
Waste Section RLs). Those that are not reported correctly are listed below (by
constituent) with the proper reporting limit listed beside them. State if the reporting
limit error is due to dilutions.

 1,4-Dichlorobenzene (NC SWSL = 1
ug/L)
 MW-6 @ 1.9 ug/L
 MW-7 @ 1.3 ug/L
 MW-9 @ 2.5 ug/L
 MW-11S @ 2.7 ug/L
 MW-14 @3.5 ug/L
 MW-15 4.8 ug/L
 Acetone (NC SWSL = 100 ug/L)
 MW-15 @ 980 ug/L (E)
 Arsenic (NC SWSL = 10 ug/L)
 MW-6 @ 65.8 ug/L
 MW-7 @ 20.4 ug/L
 MW-9 @ 85.6 ug/L
 MW-11S @ 43.3 ug/L
 MW-14 @ 48.1 ug/L
 MW-15 @ 39.6 ug/L
 MW-16S @ 16.9 ug/L

 Barium (NC SWSL = 10 ug/L)
 MW-16S @ 115 ug/L
 Benzene (NC SWSL = 1 ug/L)
 MW-6 @ 2.6 ug/L
 MW-7 @ 1.4 ug/L
 MW-9 @ 2.9 ug/L
 MW-11S @ 2.6 ug/L
 MW-14 @ 2.0 ug/L
 MW-15 @ 3.6 ug/L
 Chlorobenzene (SWSL = 3 ug/L)
 MW-9 @ 8.4 ug/L
 Sulfide (NC SWSL = 1000 ug/L)
 MW-15 @ 2600 ug/L
 Vinyl chloride (NC SWSL = 1 ug/L)
 MW-6 @ 1.3 ug/L
 MW-7 @ 1.1 ug/L
 MW-11S @ 2.6 ug/L
 MW-14 @ 2.5 ug/L

WB No inorganic or organic constituents were reported above their respective NC 2L
Drinking Water Standards or Groundwater Protection Standards in wells, surface
points, or field/equipment/trip blanks.

 Arsenic (NC 2L = 10 ug/L)
o MW-6 @ 65.8 ug/L
o MW-7 @ 20.4 ug/L
o MW-9 @ 85.6 ug/L
o MW-11S @ 43.3 ug/L
o MW-14 @ 48.1 ug/L
o MW-15 @ 39.6 ug/L
o MW-16S @ 16.9 ug/L
 Benzene (NC 2L = 1 ug/L)
o MW-6 @ 2.6 ug/L
o MW-7 @ 1.4 ug/L
o MW-9 @ 2.9 ug/L
o MW-11S @ 2.6 ug/L
o MW-14 @ 2.0 ug/L
o MW-15 @ 3.6 ug/L
 Vinyl chloride (NC 2L = 0.03 ug/L)
o MW-6 @ 1.3 ug/L
o MW-7 @ 1.1 ug/L
o MW-11S @ 2.6 ug/L
o MW-14 @ 2.5 ug/L
o MW-15 @ 0.48 ug/L (J)
o MW-16S @ 0.77 ug/L (J)

WB No quantifiable inorganic or organic constituents were detected in a well or surface
water point at concentrations outside of their historical range (more than 5X previous
concentrations or first-time detections).

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 5 of 5

WB Other report issues/Communications with laboratory/etc.:

 Samples MW-9 and MW-11S were processed at dilutions for the Chloride analysis
due to matrix interference, resulting in elevated reporting limits.

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 1 of 3

Project Name: Moore County Landfill - MNA Wells, Hydrogen Sampling
Project Reference Number: 073-9615016.100
Sampling Event Date: November 30 – December 2, 2016
Review Date: December 27, 2016 Initials: WB
Report #: 21218
Person(s) performing the review are to initial each item on this form as acknowledgement
of data acceptance, or as acknowledgement of a review issue. In the case of the latter, a
brief explanation should follow the applicable item.

Golder Associates Inc. has reviewed the laboratory certificates of analysis, chain-of-custody form,
and laboratory provided sample group quality assurance and quality control data for the above
referenced sample group to identify potential bias or inaccuracy, in general accordance with the
following United States Environmental Protection Agency documents:

 Region III Modifications to Functional Guidelines for Organic Data Review Multi-Media,
Multi-Concentration, September 1994;
 Region III Modifications to the Laboratory Data Validation Functional Guidelines for
Evaluating Inorganic Analyses, April 1993; and
 Laboratory Data Validation Functional Guidelines for Evaluating Inorganic Analyses, July
1998.

COMPLIANCE ANALYTE LIST(S) (check all that apply)

NC Closed Facility/C & D List
_ NC Appendix I
NC Appendix I + Detects
NC Appendix II
NC Subtitle D Leachate List
Other: Hydrogen

1.0 CHAIN OF CUSTODY (COC) REVIEW

WB COC was properly signed by all parties.
WB Correct project name and number are on the form.
WB Sample receipt condition at laboratory was acceptable.
WB Each sample and blank submitted for analysis appears in the report.

2.0 SAMPLE HOLDING TIMES

WB Holding times for extraction and/or analysis were met for each analytical
Method (see below for reference).

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 2 of 3

Review Criteria
Method Analytes Holding Time
SW-846 Method 8260 and 8011 VOCs 14 days
SW-846 Methods 8270, 8080,
8081, 8082, and 8151
SVOCs, PCBs,
pesticides and
herbicides
7 days for extraction, 40 days
from extraction for analysis
SW-846 Methods 6000 and 7000
Series
Metals except mercury 6 months (no temperature
requirements)
SW-846 Method 7470 Mercury 28 days
SM18 4500-S2 D Sulfide 7 days
SW-846 Method 9010 Cyanide 14 days
EPA Method 300 Nitrate/Sulfate 48 hours/28 days
EPA Method 405.1 BOD 48 hours
EPA Method 410.4 COD 28 days
EPA Method 365.4 Phosphorous 28 days

3.0 LABORATORY QUALITY CONTROL REVIEW

WB Laboratory analyzed at least one internal blank for each method, where applicable.
WB Laboratory blank is interference-free.
N/A Surrogate recoveries are provided for each analytical method, where applicable.
N/A Surrogate recoveries for each method are within the acceptable limits (i.e., at least
50% of the surrogates were within range).
WB MS/MSD/LCS data results are provided for each analytical method.
WB MS/MSD/LCS recoveries for each method are within the acceptable limits (i.e., at least
1 of the 3 were within range).

4.0 ANALYTE LISTS/METHODS

WB The proper number of constituents are present for each analyte list as identified above
(including detects where applicable).

WB Proper EPA SW-846 analytical methods were used for analysis.

Notes:

5.0 DATA REPORTING

WB All analytical reporting associated with the event was performed by the contracted lab.
WB Trip, field and/or equipment, and laboratory blank results have all been reported. All
detects for blanks are listed below by constituent. All laboratory method blanks, if any,
have been ‘flagged’ with a ‘B’ where detected in other samples as appropriate and a
laboratory narrative was provided. If the sample was flagged by the laboratory and is
not within 5X of the concentration in the blank (or 10X for commonly detected laboratory
contaminants-acetone, methylene chloride and phthalates), list below with explanation
if flags should be removed. If flags need to be added for samples, also list below.
WB It is clear from the laboratory report that samples have or have not been diluted during
GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 3 of 3

analysis, and if the samples have been diluted, the result is reported as a multiple of the
dilution (e.g., a sample diluted 10x resulting in an analytical detection of 1.0 should be
reported as 10). Those that have been diluted are listed below with the dilution factor.

WB The report provides the reporting limit for each constituent.

N/A The results were reported at or below their proper reporting limits (e.g., NC Solid Waste
Section RLs). Those that are not reported correctly are listed below (by constituent)
with the proper reporting limit listed beside them. State if the reporting limit error is due
to dilutions

N/A No inorganic or organic constituents were reported above their respective NC 2L
Drinking Water Standards or Groundwater Protection Standards in wells, surface
points, or field/equipment/trip blanks.
WB No quantifiable inorganic or organic constituents were detected in a well or surface
water point at concentrations outside of their historical range (more than 5X previous
concentrations or first-time detections).

WB Other report issues/Communications with laboratory/etc.:

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GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 1 of 4

Project Name: Moore County Landfill – Wells and Blake Residence
Project Reference Number: 073-9615016.100
Sampling Event Date: November 30 – December 2, 2016
Review Date: December 27, 2016 Initials: WB
Report #: CZ17018, CZ17019, CZ17946

Person(s) performing the review are to initial each item on this form as acknowledgement
of data acceptance, or as acknowledgement of a review issue. In the case of the latter, a
brief explanation should follow the applicable item.

Golder Associates Inc. has reviewed the laboratory certificates of analysis, chain-of-custody
form, and laboratory provided sample group quality assurance and quality control data for the
above referenced sample group to identify potential bias or inaccuracy, in general accordance
with the following United States Environmental Protection Agency documents:

 Region III Modifications to Functional Guidelines for Organic Data Review Multi-Media,
Multi-Concentration, September 1994;
 Region III Modifications to the Laboratory Data Validation Functional Guidelines for
Evaluating Inorganic Analyses, April 1993; and
 Laboratory Data Validation Functional Guidelines for Evaluating Inorganic Analyses, July
1998.

COMPLIANCE ANALYTE LIST(S) (check all that apply)

NC Closed Facility/C & D List
X NC Appendix I
NC Appendix I + Detects
NC Appendix II
NC Subtitle D Leachate List
Other: ______

1.0 CHAIN OF CUSTODY (COC) REVIEW

WB COC was properly signed by all parties.
WB Correct project name and number are on the form.
WB Sample receipt condition at laboratory was acceptable.
WB Each sample and blank submitted for analysis appears in the report.

2.0 SAMPLE HOLDING TIMES

WB Holding times for extraction and/or analysis were met for each analytical
Method (see below for reference).

GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 2 of 4

Review Criteria
Method Analytes Holding Time
SW-846 Method 8260 and 8011 VOCs 14 days
SW-846 Methods 8270, 8080,
8081, 8082, and 8151
SVOCs, PCBs,
pesticides and
herbicides
7 days for extraction, 40 days
from extraction for analysis
SW-846 Methods 6000 and 7000
Series
Metals except mercury 6 months (no temperature
requirements)
SW-846 Method 7470 Mercury 28 days
SM18 4500-S2 D Sulfide 7 days
SW-846 Method 9010 Cyanide 14 days
EPA Method 300 Nitrate/Sulfate 48 hours/28 days
EPA Method 405.1 BOD 48 hours
EPA Method 410.4 COD 28 days
EPA Method 365.4 Phosphorous 28 days

3.0 LABORATORY QUALITY CONTROL REVIEW

WB Laboratory analyzed at least one internal blank for each method, where applicable.
WB Laboratory blank is interference-free.
WB Surrogate recoveries are provided for each analytical method, where applicable.
WB Surrogate recoveries for each method are within the acceptable limits (i.e., at least
50% of the surrogates were within range).
WB MS/MSD/LCS data results are provided for each analytical method.
WB MS/MSD/LCS recoveries for each method are within the acceptable limits (i.e., at
least 1 of the 3 were within range).

 CZ17018 & CZ17946
 The spike recoveries of Barium and Cadmium were outside of control limits
for the 6010D Post Spike sample. The QC batch was approved based on
acceptable LCS recovery of these elements.

4.0 ANALYTE LISTS/METHODS

WB The proper number of constituents are present for each analyte list as identified
above (including detects where applicable).

WB Proper EPA SW-846 analytical methods were used for analysis.

5.0 DATA REPORTING

WB All analytical reporting associated with the event was performed by the contracted lab.
WB Trip, field and/or equipment, and laboratory blank results have all been reported. All
detects for blanks are listed below by constituent. All laboratory method blanks, if
any, have been ‘flagged’ with a ‘B’ where detected in other samples as appropriate
and a laboratory narrative was provided. If the sample was flagged by the laboratory
and is not within 5X of the concentration in the blank (or 10X for commonly detected
GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 3 of 4

laboratory contaminants-acetone, methylene chloride and phthalates), list below with
explanation if flags should be removed. If flags need to be added for samples, also
list below.

 Field Blank: Barium @ 7.92 ug/L (J)
 B Flags should be added to MW-13S, MW-13D, SW-1, SW-2, SW-3,
and SW-4

WB It is clear from the laboratory report that samples have or have not been diluted during
analysis, and if the samples have been diluted, the result is reported as a multiple of
the dilution (e.g., a sample diluted 10x resulting in an analytical detection of 1.0
should be reported as 10). Those that have been diluted are listed below with the
dilution factor.

WB The report provides the reporting limit for each constituent.

WB The results were reported at or below their proper reporting limits (e.g., NC Solid
Waste Section RLs). Those that are not reported correctly are listed below (by
constituent) with the proper reporting limit listed beside them. State if the reporting
limit error is due to dilutions.

 1,4-Dichlorobenzene (NC SWSL = 1 ug/L)
 MW-8 @ 3.5 ug/L
 Arsenic (NC SWSL = 10 ug/L)
 MW-8 @ 14.9 ug/L
 MW-13S @ 22.6 ug/L
 MW-16D @ 12.9 ug/L
 Benzene (NC SWSL = 1 ug/L)
 MW-8 @ 2.9 ug/L
 MW-11D @ 1.1 ug/L
 Barium (NC SWSL = 100 ug/L)
 MW-16D @ 132 ug/L
 Chlorobenzene (NC SWSL = 3 ug/L)
 MW-8 @ 3.1 ug/L
 cis-1,2-Dichloroethene (NC SWSL = 5 ug/L)
 MW-11D @ 8.8 ug/L
 Vinyl Chloride (NC SWSL = 1 ug/L)
 MW-11D @ 1.8 ug/L

WB No inorganic or organic constituents were reported above their respective NC 2L
Drinking Water Standards or Groundwater Protection Standards in wells, surface
points, or field/equipment/trip blanks.

 Arsenic (NC 2L = 10 ug/L)
 MW-8 @ 14.9 ug/L
 MW-13S @ 22.6 ug/L
 MW-16D @ 12.9 ug/L
 Benzene (NC 2L = 1 ug/L)
 MW-8 @ 2.9 ug/L
 MW-11D @ 1.1 ug/L
 Vinyl Chloride (NC SWSL = 0.03 ug/L)
GOLDER ASSOCIATES NC, INC.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 4 of 4

 MW-8 @ 0.64 ug/L (J)
 MW-13S @ 0.40 ug/L (J)
 MW-11D @ 1.8 ug/L
 MW-16D @ 0.62 ug/L (J)
WB No quantifiable inorganic or organic constituents were detected in a well or surface
water point at concentrations outside of their historical range (more than 5X previous
concentrations or first-time detections).

WB Other report issues/Communications with laboratory/etc.:

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APPENDIX C
STATISTICAL EVALUATION WORKSHEETS & SUMMARY TABLE
Caption Text
March 2017 1 of 1 0739-615016
MW-1 MW-2 MW-3 MW-4 MW-6 MW-7 MW-8 MW-9 MW-9
(Resample)
MW-9
(Dissolved)MW-11S MW-11D MW-13S MW-13D MW-14 MW-15 MW-15
(Dissolved)MW-16S MW-16D
Interwell Nonparametric Prediction Interval 10.0Intrawell MW-6 Nonparametric Prediction Interval 29.5
Intrawell MW-7 Nonparametric Prediction Interval 33.0
Intrawell MW-8 Nonparametric Prediction Interval 22.6
Intrawell MW-9 Nonparametric Prediction Interval 38.7
Intrawell MW-11S Nonparametric Prediction Interval 21.2
Intrawell MW-14 Nonparametric Prediction Interval 24.9
Intrawell MW-15 Nonparametric Prediction Interval 29.6
Intrawell MW-16S Nonparametric Prediction Interval 13.7
Intrawell MW-16D Nonparametric Prediction Interval 13.0
Notes:1. Shaded values represent apparent statistical significant increases (SSIs) over background concentrations.2. Statistical worksheets are provided as Appendix C. 3. ug/L = micrograms per liter4. J = estimated concentration below the Solid Waste Section Limit5. ND = Not Detected
6. ( ) = Re-analysis Value
14.440.5 39.085.6 (41.9)43.3 (ND)Arsenic ug/L ND ND ND ND 48.1 (ND)39.6 (42.4)
Summary of Statistical AnalysisMoore County Landfill, Permit No. 63-01Moore County, North Carolina
November 2016
Downgradient Monitoring Wells and Concentrations
65.8 (ND)20.4 14.9 16.9 (ND)12.9
Detected
Monitoring
Constituent
Reporting
Units
Prediction
IntervalStatistical Evaluation Method
ND 22.6 (ND)ND
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Stats\Moore Stats Summary Nov 2016.xls

APPENDIX D
SOIL AND STREAM SEDIMENT DATA
March 2017 Page 1 of 1
Appendix D
Arsenic Sediment Concentration Summary Table
0739615016
Sample #NURE ID Lab ID Sample Date Type Datum Latitude Longitude As (Max) Concentration (ppm)Method
1 5286932 C-110082 09/21/76 Sediment NAD27 35.2457 -79.3637 5.18 INAA
2 5286911 C-110755 09/17/76 Sediment NAD27 35.2310 -79.3635 1.2 AA
3 5287194 C-110837 10/01/76 Sediment NAD27 35.1510 -79.6394 5.54 INAA
4 5287187 C-116880 09/30/76 Sediment NAD27 35.0285 -79.5447 2.6 AA
5 5286908 C-116889 09/17/76 Sediment NAD27 35.2333 -79.2552 10 ICP40
6 5286962 C-116900 09/22/76 Sediment NAD27 35.2093 -79.6284 47 ICP40
7 5287188 C-143341 09/30/76 Sediment NAD27 35.0214 -79.5284 7.2 AA
8 5286939 C-143589 09/21/76 Sediment NAD27 35.2350 -79.4938 1.1 AA
9 5286967 C-143670 09/22/76 Sediment NAD27 35.2883 -79.5946 12 ICP40
10 5285098 C-143893 08/10/77 Sediment NAD27 34.9908 -79.5188 12.8 AA
Average 10.462
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\FINAL\Appendicies\Appendix D\Table 1.xlsx
March 2017 Page 1 of 1 0739615016
SB-2 mg/kg 02/09/17 0.359 0.606
SB-3 mg/kg 02/09/17 0.338 0.565
SB-4 mg/kg 02/09/17 0.425 1.07
SB-5 mg/kg 02/09/17 0.333 0.341 J
Notes:
1.) mg/kg = milligrams per kilogram
2.) J = Estimated concentration reported belowpractical quantitation limit
Reporting
UnitsSample ID Method
Detection Limit
Sample
Date Arsenic Concentration
Appendix D - Table 2
Summary of Arsenic Results for Soil Samples
Detected Constituents
Moore County Landfill, Permit No. 63-01
Moore County, North Carolina
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Tables\A_Tables.xlsx
NGS sample #C-110082)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110082[8/31/2016 11:10:53 AM]
USGS Home
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NGS sample C-110082
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Field Value
NURE record ID 5286932
Lab identification number C-110082
Real field name NCMO035S1
Collection date 19760921
Field name as analyzed NCMO035
Description NURE sample
Location count 1
Sample set NURE800
Sample type code 750
Map datum NAD27
Active channel width dry
Water depth dry
Water color other
Flow stage dry
Flow rate dry
Collector 57
Stream bed sand
Relief low
Contamination source farm
Vegetation deciduous
Latitude 35.2457
Longitude -79.3637
1:24k quadrangle 36080SWF3
1:250k quadrangle 36080
1:100,000 quadrangle 36080SW
FIPS of county f37125
NGS sample #C-110082)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110082[8/31/2016 11:10:53 AM]
Hydrologic unit 3030004
Sample category NURE
1:250k quad name Raleigh
Short description of sample type STRM-SED-DRY
Sample medium Sediment
Sample source Stream
Source modifier Dry
Upper limit of sieve size 150
Drying procedure <110oC
Sample type note Original NURE code was 50, but stream was dry
ICP40 job GF34
As job number GF34
Se job number GF34
Hg job number GF34
ICP10 job number GF34
INAA job no. (USGS)WR85
XRF job number WR85
LOI (wt%)5.74
Zip code, 3-digit 283
Congressional district 3706C2
Geographic context:Political divisions (FIPS codes)
Moore (county)
North Carolina (state)
United States (country)North America (continent)
Land (continent)
USGS map quadrangles
Niagara (quadrangle 1:24,000 scale)Southern Pines (quadrangle 1:100,000 scale)
Raleigh (quadrangle 1:250,000 scale)
Hydrologic units (watersheds)
Upper Cape Fear (hydrologic unit)Cape Fear (hydrologic accounting unit)
Cape Fear (hydrologic subregion)
South Atlantic-Gulf (hydrologic region)
Geologic map unit Middendorf Formation
Nearby scientific data Find additional scientific data near this location
Chemical analyses
Element Measured value Units of measure Analytical method
NGS sample #C-110082)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110082[8/31/2016 11:10:53 AM]
Lithium 11 parts per million by weight ICP40
Beryllium <1 parts per million by weight ICP40
Sodium 0.02 percent by weight ICP40
0.023 percent by weight INAA
<0.15 percent by weight XRF
Magnesium 0.05 percent by weight ICP40
0.1 percent by weight XRF
Aluminum 2.6 percent by weight ICP40
5.19 percent by weight XRF
Silicon 84.5 percent by weight XRF
Phosphorus 0.04 percent by weight ICP40
0.12 percent by weight XRF
Potassium 0.2 percent by weight ICP40
0.24 percent by weight XRF
Calcium 0.03 percent by weight ICP40
0.05 percent by weight XRF
Scandium 6 parts per million by weight ICP40
5.78 parts per million by weight INAA
Titanium 0.69 percent by weight ICP40
1.29 percent by weight XRF
Vanadium 49 parts per million by weight ICP40
Chromium 33 parts per million by weight ICP40
40.7 parts per million by weight INAA
Manganese 131 parts per million by weight ICP40
0.02 percent by weight XRF
Iron 1.1 percent by weight ICP40
1.15 percent by weight INAA
1.65 percent by weight XRF
Cobalt <2 parts per million by weight ICP40
1.46 parts per million by weight INAA
Nickel 7 parts per million by weight ICP40
23.4 parts per million by weight INAA
Copper 8 parts per million by weight ICP40
7 parts per million by weight ICP10
Zinc 27 parts per million by weight ICP40
NGS sample #C-110082)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110082[8/31/2016 11:10:53 AM]
24.6 parts per million by weight ICP10
Gallium 5 parts per million by weight ICP40
Arsenic <10 parts per million by weight ICP40
3.2 parts per million by weight As_AA
<1 parts per million by weight ICP10
5.18 parts per million by weight INAA
Selenium 0.4 parts per million by weight Se_AA
Rubidium 20.7 parts per million by weight INAA
Strontium 13 parts per million by weight ICP40
42 parts per million by weight INAA
Yttrium 13 parts per million by weight ICP40
Zirconium 1370 parts per million by weight INAA
Niobium 18 parts per million by weight ICP40
Molybdenum 3 parts per million by weight ICP40
0.8 parts per million by weight ICP10
Silver <2 parts per million by weight ICP40
<0.08 parts per million by weight ICP10
Cadmium <2 parts per million by weight ICP40
0.08 parts per million by weight ICP10
Tin 49 parts per million by weight ICP40
Antimony <1 parts per million by weight ICP10
0.57 parts per million by weight INAA
Cesium 2.34 parts per million by weight INAA
Barium 89 parts per million by weight ICP40
100 parts per million by weight INAA
Lanthanum 96 parts per million by weight ICP40
106 parts per million by weight INAA
Cerium 203 parts per million by weight ICP40
206 parts per million by weight INAA
Neodymium 77 parts per million by weight ICP40
92 parts per million by weight INAA
Samarium 17.2 parts per million by weight INAA
Europium 1 parts per million by weight ICP40
0.877 parts per million by weight INAA
Terbium 1.68 parts per million by weight INAA
NGS sample #C-110082)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110082[8/31/2016 11:10:53 AM]
Holmium <4 parts per million by weight ICP40
Ytterbium <1 parts per million by weight ICP40
5.72 parts per million by weight INAA
Lutetium 0.886 parts per million by weight INAA
Hafnium 39 parts per million by weight INAA
Tantalum <40 parts per million by weight ICP40
3.28 parts per million by weight INAA
Tungsten 1.69 parts per million by weight INAA
Gold <8 parts per billion by weight ICP40
<0.1 parts per billion by weight ICP10
6.84 parts per billion by weight INAA
Mercury 0.05 parts per million by weight Hg_AA
Lead 32 parts per million by weight ICP40
24 parts per million by weight ICP10
Bismuth <10 parts per million by weight ICP40
<1 parts per million by weight ICP10
Thorium 41 parts per million by weight ICP40
41.9 parts per million by weight INAA
Uranium <100 parts per million by weight ICP40
9.95 parts per million by weight INAA
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U.S. Department of the Interior | U.S. Geological Survey
URL: http://mrdata.usgs.gov/geochem/show-ngs-xml.php?lab_id=C-110082
Page Contact Information: Peter Schweitzer
NGS sample #C-110755)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110755[8/30/2016 6:41:02 PM]
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NGS sample C-110755
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Field Value
NURE record ID 5286911
Lab identification number C-110755
Real field name NCMO014S1
Collection date 19760917
Field name as analyzed NCMO014
Description NURE sample
Location count 1
Sample set NURE800
Sample type code 50
Map datum NAD27
Active channel width 4-8'
Water depth 2-4'
Water color clear
Flow stage normal
Flow rate mod
Collector 57
Stream bed sand
Relief low
Vegetation deciduous
Latitude 35.231
Longitude -79.3635
1:24k quadrangle 36080SWF3
1:250k quadrangle 36080
1:100,000 quadrangle 36080SW
FIPS of county f37125
Hydrologic unit 3030004
NGS sample #C-110755)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110755[8/30/2016 6:41:02 PM]
Sample category NURE
1:250k quad name Raleigh
Short description of sample type STRM-SED-WET
Sample medium Sediment
Sample source Stream
Source modifier Wet
Upper limit of sieve size 150
Drying procedure <110oC
ICP40 job GF58
As job number GF58
Se job number GF58
Hg job number GF58
ICP10 job number GF58
INAA job no. (USGS)WS02
XRF job number WS02
LOI (wt%)1.4
Zip code, 3-digit 283
Congressional district 3706C2
Geographic context:Political divisions (FIPS codes)
Moore (county)North Carolina (state)
United States (country)
North America (continent)
Land (continent)
USGS map quadrangles
Niagara (quadrangle 1:24,000 scale)
Southern Pines (quadrangle 1:100,000 scale)
Raleigh (quadrangle 1:250,000 scale)
Hydrologic units (watersheds)
Upper Cape Fear (hydrologic unit)
Cape Fear (hydrologic accounting unit)
Cape Fear (hydrologic subregion)South Atlantic-Gulf (hydrologic region)
Geologic map unit Middendorf Formation
Nearby scientific data Find additional scientific data near this location
Chemical analyses
Element Measured value Units of measure Analytical method
Lithium 2 parts per million by weight ICP40
Beryllium <1 parts per million by weight ICP40
NGS sample #C-110755)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110755[8/30/2016 6:41:02 PM]
Sodium 0.007 percent by weight ICP40
0.013 percent by weight INAA
<0.15 percent by weight XRF
Magnesium 0.009 percent by weight ICP40
<0.1 percent by weight XRF
Aluminum 0.42 percent by weight ICP40
1.09 percent by weight XRF
Silicon 93.5 percent by weight XRF
Phosphorus 0.03 percent by weight ICP40
0.19 percent by weight XRF
Potassium 0.1 percent by weight ICP40
0.14 percent by weight XRF
Calcium 0.01 percent by weight ICP40
0.03 percent by weight XRF
Scandium 4 parts per million by weight ICP40
4.02 parts per million by weight INAA
Titanium 0.76 percent by weight ICP40
1.5 percent by weight XRF
Vanadium 20 parts per million by weight ICP40
Chromium 3 parts per million by weight ICP40
27.2 parts per million by weight INAA
Manganese 95 parts per million by weight ICP40
0.01 percent by weight XRF
Iron 0.34 percent by weight ICP40
0.377 percent by weight INAA
0.53 percent by weight XRF
Cobalt <2 parts per million by weight ICP40
0.87 parts per million by weight INAA
Nickel 13 parts per million by weight ICP40
27.9 parts per million by weight INAA
Copper 5 parts per million by weight ICP40
4.6 parts per million by weight ICP10
Zinc 18 parts per million by weight ICP40
14.1 parts per million by weight ICP10
57.8 parts per million by weight INAA
NGS sample #C-110755)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110755[8/30/2016 6:41:02 PM]
Gallium <4 parts per million by weight ICP40
Arsenic <10 parts per million by weight ICP40
1.2 parts per million by weight As_AA
<1 parts per million by weight ICP10
1.08 parts per million by weight INAA
Selenium <0.2 parts per million by weight Se_AA
Rubidium 4.74 parts per million by weight INAA
Strontium 6 parts per million by weight ICP40
31 parts per million by weight INAA
Yttrium 20 parts per million by weight ICP40
Zirconium 2100 parts per million by weight INAA
Niobium 13 parts per million by weight ICP40
Molybdenum <2 parts per million by weight ICP40
0.7 parts per million by weight ICP10
Silver <2 parts per million by weight ICP40
0.1 parts per million by weight ICP10
Cadmium <2 parts per million by weight ICP40
0.1 parts per million by weight ICP10
Tin 80 parts per million by weight ICP40
Antimony <1 parts per million by weight ICP10
0.18 parts per million by weight INAA
Cesium 0.18 parts per million by weight INAA
Barium 64 parts per million by weight ICP40
<28 parts per million by weight INAA
Lanthanum 190 parts per million by weight ICP40
177 parts per million by weight INAA
Cerium 371 parts per million by weight ICP40
347 parts per million by weight INAA
Neodymium 151 parts per million by weight ICP40
164 parts per million by weight INAA
Samarium 30.3 parts per million by weight INAA
Europium 1 parts per million by weight ICP40
1.15 parts per million by weight INAA
Terbium 2.52 parts per million by weight INAA
Holmium <4 parts per million by weight ICP40
NGS sample #C-110755)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110755[8/30/2016 6:41:02 PM]
Ytterbium <1 parts per million by weight ICP40
7.14 parts per million by weight INAA
Lutetium 1.08 parts per million by weight INAA
Hafnium 54.8 parts per million by weight INAA
Tantalum <40 parts per million by weight ICP40
7.61 parts per million by weight INAA
Tungsten 1.52 parts per million by weight INAA
Gold <8 parts per billion by weight ICP40
<0.1 parts per billion by weight ICP10
16.5 parts per billion by weight INAA
Mercury 0.07 parts per million by weight Hg_AA
Lead 32 parts per million by weight ICP40
12 parts per million by weight ICP10
Bismuth 24 parts per million by weight ICP40
<1 parts per million by weight ICP10
Thorium 94 parts per million by weight ICP40
71.3 parts per million by weight INAA
Uranium <100 parts per million by weight ICP40
13.3 parts per million by weight INAA
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U.S. Department of the Interior | U.S. Geological Survey
URL: http://mrdata.usgs.gov/geochem/show-ngs-xml.php?lab_id=C-110755
Page Contact Information: Peter Schweitzer
NGS sample #C-110837)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110837[8/30/2016 6:34:04 PM]
USGS Home
Contact USGS
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Mineral Resources On-Line Spatial Data
Mineral Resources > Online Spatial Data > National Geochemical Survey
NGS sample C-110837
View location using [Google Earth] or [Google Maps]
Field Value
NURE record ID 5287194
Lab identification number C-110837
Real field name NCRI009S1
Collection date 19761001
Field name as analyzed NCRI009
Description NURE sample
Location count 1
Sample set NURE800
Sample type code 750
Map datum NAD27
Active channel width dry
Water depth dry
Water color other
Flow stage dry
Flow rate dry
Collector 57
Stream bed sand
Relief low
Contamination source unknown
Vegetation deciduous
Latitude 35.151
Longitude -79.6394
1:24k quadrangle 36080SWC3
1:250k quadrangle 36080
1:100,000 quadrangle 36080SW
FIPS of county f37153
NGS sample #C-110837)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110837[8/30/2016 6:34:04 PM]
Hydrologic unit 3040203
Sample category NURE
1:250k quad name Raleigh
Short description of sample type STRM-SED-DRY
Sample medium Sediment
Sample source Stream
Source modifier Dry
Upper limit of sieve size 150
Drying procedure <110oC
Sample type note Original NURE code was 50, but stream was dry
ICP40 job GF61
As job number GF61
Se job number GF61
Hg job number GF61
ICP10 job number GF61
INAA job no. (USGS)WS04
XRF job number WS04
LOI (wt%)6.29
Zip code, 3-digit 283
Congressional district 3708C2
Geographic context:Political divisions (FIPS codes)
Richmond (county)
North Carolina (state)
United States (country)North America (continent)
Land (continent)
USGS map quadrangles
Norman (quadrangle 1:24,000 scale)Southern Pines (quadrangle 1:100,000 scale)
Raleigh (quadrangle 1:250,000 scale)
Hydrologic units (watersheds)
Lumber (hydrologic unit)Lower Pee Dee (hydrologic accounting unit)
Pee Dee (hydrologic subregion)
South Atlantic-Gulf (hydrologic region)
Geologic map unit Pinehurst Formation
Nearby scientific data Find additional scientific data near this location
Chemical analyses
Element Measured value Units of measure Analytical method
NGS sample #C-110837)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110837[8/30/2016 6:34:04 PM]
Lithium 9 parts per million by weight ICP40
Beryllium <1 parts per million by weight ICP40
Sodium 0.02 percent by weight ICP40
0.026 percent by weight INAA
<0.15 percent by weight XRF
Magnesium 0.07 percent by weight ICP40
0.12 percent by weight XRF
Aluminum 2.6 percent by weight ICP40
4.76 percent by weight XRF
Silicon 84.2 percent by weight XRF
Phosphorus 0.05 percent by weight ICP40
0.22 percent by weight XRF
Potassium 0.23 percent by weight ICP40
0.29 percent by weight XRF
Calcium 0.04 percent by weight ICP40
0.08 percent by weight XRF
Scandium 5 parts per million by weight ICP40
5.76 parts per million by weight INAA
Titanium 0.64 percent by weight ICP40
1.18 percent by weight XRF
Vanadium 52 parts per million by weight ICP40
Chromium 5 parts per million by weight ICP40
37.6 parts per million by weight INAA
Manganese 103 parts per million by weight ICP40
0.02 percent by weight XRF
Iron 1.2 percent by weight ICP40
1.16 percent by weight INAA
1.68 percent by weight XRF
Cobalt <2 parts per million by weight ICP40
1.81 parts per million by weight INAA
Nickel 6 parts per million by weight ICP40
13 parts per million by weight INAA
Copper 11 parts per million by weight ICP40
9.6 parts per million by weight ICP10
Zinc 36 parts per million by weight ICP40
NGS sample #C-110837)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110837[8/30/2016 6:34:04 PM]
34.8 parts per million by weight ICP10
90.9 parts per million by weight INAA
Gallium <4 parts per million by weight ICP40
Arsenic <10 parts per million by weight ICP40
4.8 parts per million by weight As_AA
1 parts per million by weight ICP10
5.54 parts per million by weight INAA
Selenium 0.9 parts per million by weight Se_AA
Rubidium 19.2 parts per million by weight INAA
Strontium 12 parts per million by weight ICP40
<14 parts per million by weight INAA
Yttrium 16 parts per million by weight ICP40
Zirconium 1190 parts per million by weight INAA
Niobium 14 parts per million by weight ICP40
Molybdenum <2 parts per million by weight ICP40
0.7 parts per million by weight ICP10
Silver <2 parts per million by weight ICP40
<0.08 parts per million by weight ICP10
Cadmium <2 parts per million by weight ICP40
0.1 parts per million by weight ICP10
Tin 61 parts per million by weight ICP40
Antimony <1 parts per million by weight ICP10
0.486 parts per million by weight INAA
Cesium 1.8 parts per million by weight INAA
Barium 95 parts per million by weight ICP40
66.7 parts per million by weight INAA
Lanthanum 101 parts per million by weight ICP40
107 parts per million by weight INAA
Cerium 214 parts per million by weight ICP40
207 parts per million by weight INAA
Neodymium 75 parts per million by weight ICP40
99.7 parts per million by weight INAA
Samarium 17.3 parts per million by weight INAA
Europium 1 parts per million by weight ICP40
0.865 parts per million by weight INAA
NGS sample #C-110837)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-110837[8/30/2016 6:34:04 PM]
Terbium 1.63 parts per million by weight INAA
Holmium <4 parts per million by weight ICP40
Ytterbium <1 parts per million by weight ICP40
5.95 parts per million by weight INAA
Lutetium 0.868 parts per million by weight INAA
Hafnium 34.1 parts per million by weight INAA
Tantalum <40 parts per million by weight ICP40
2.11 parts per million by weight INAA
Tungsten 1.44 parts per million by weight INAA
Gold <8 parts per billion by weight ICP40
<0.1 parts per billion by weight ICP10
<0.28 parts per billion by weight INAA
Mercury 0.07 parts per million by weight Hg_AA
Lead 58 parts per million by weight ICP40
43 parts per million by weight ICP10
Bismuth 25 parts per million by weight ICP40
<1 parts per million by weight ICP10
Thorium 53 parts per million by weight ICP40
40.4 parts per million by weight INAA
Uranium <100 parts per million by weight ICP40
9.43 parts per million by weight INAA
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U.S. Department of the Interior | U.S. Geological Survey
URL: http://mrdata.usgs.gov/geochem/show-ngs-xml.php?lab_id=C-110837
Page Contact Information: Peter Schweitzer
NGS sample #C-116880)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116880[8/30/2016 6:28:05 PM]
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NGS sample C-116880
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Field Value
NURE record ID 5287187
Lab identification number C-116880
Real field name NCRI002S1
Collection date 19760930
Field name as analyzed NCRI002
Description NURE STREAM SEDIMENT
Location count 1
Sample set NURE Coastal 98
Sample type code 750
Map datum NAD27
Active channel width dry
Water depth dry
Water color other
Flow stage dry
Flow rate dry
Collector 57
Stream bed sand
Relief gentle
Vegetation deciduous
Latitude 35.0285
Longitude -79.5447
1:24k quadrangle 36080SWD4
1:250k quadrangle 36080
1:100,000 quadrangle 36080SW
FIPS of county f37153
Hydrologic unit 3040203
NGS sample #C-116880)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116880[8/30/2016 6:28:05 PM]
Sample category NURE
1:250k quad name Raleigh
Short description of sample type STRM-SED-DRY
Sample medium Sediment
Sample source Stream
Source modifier Dry
Upper limit of sieve size 150
Drying procedure <110oC
Sample type note Original NURE code was 50, but stream was dry
ICP40 job MRP-00821
As job number MRP-00827
Se job number MRP-00827
ICP10 job number MRP-00827
INAA job no. (USGS)WS84
Zip code, 3-digit 283
Congressional district 3708C2
Geographic context:Political divisions (FIPS codes)
Richmond (county)
North Carolina (state)
United States (country)North America (continent)
Land (continent)
USGS map quadrangles
Hoffman (quadrangle 1:24,000 scale)Southern Pines (quadrangle 1:100,000 scale)
Raleigh (quadrangle 1:250,000 scale)
Hydrologic units (watersheds)
Lumber (hydrologic unit)Lower Pee Dee (hydrologic accounting unit)
Pee Dee (hydrologic subregion)
South Atlantic-Gulf (hydrologic region)
Geologic map unit Middendorf Formation
Nearby scientific data Find additional scientific data near this location
Chemical analyses
Element Measured value Units of measure Analytical method
Lithium 3 parts per million by weight ICP40
Beryllium <1 parts per million by weight ICP40
Sodium 0.007 percent by weight ICP40
0.011 percent by weight INAA
NGS sample #C-116880)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116880[8/30/2016 6:28:05 PM]
Magnesium 0.013 percent by weight ICP40
Aluminum 1.249 percent by weight ICP40
Phosphorus 0.01 percent by weight ICP40
Potassium 0.08 percent by weight ICP40
Calcium 0.008 percent by weight ICP40
Scandium 5 parts per million by weight ICP40
5.15 parts per million by weight INAA
Titanium 0.478 percent by weight ICP40
Vanadium 27 parts per million by weight ICP40
Chromium 2 parts per million by weight ICP40
25.5 parts per million by weight INAA
Manganese 49 parts per million by weight ICP40
Iron 0.49 percent by weight ICP40
0.522 percent by weight INAA
Cobalt <2 parts per million by weight ICP40
0.668 parts per million by weight INAA
Nickel <3 parts per million by weight ICP40
5.62 parts per million by weight INAA
Copper 3 parts per million by weight ICP40
1.7 parts per million by weight ICP10
Zinc 30 parts per million by weight ICP40
18.8 parts per million by weight ICP10
Gallium <4 parts per million by weight ICP40
Arsenic <10 parts per million by weight ICP40
2.6 parts per million by weight As_AA
<1 parts per million by weight ICP10
2.69 parts per million by weight INAA
Selenium <0.2 parts per million by weight Se_AA
Rubidium 5.53 parts per million by weight INAA
Strontium 3 parts per million by weight ICP40
<10.8 parts per million by weight INAA
Yttrium 10 parts per million by weight ICP40
Zirconium 891 parts per million by weight INAA
Niobium 6 parts per million by weight ICP40
Molybdenum <2 parts per million by weight ICP40
NGS sample #C-116880)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116880[8/30/2016 6:28:05 PM]
0.6 parts per million by weight ICP10
Silver <2 parts per million by weight ICP40
<0.08 parts per million by weight ICP10
Cadmium <2 parts per million by weight ICP40
<0.05 parts per million by weight ICP10
Tin 34 parts per million by weight ICP40
Antimony <1 parts per million by weight ICP10
0.193 parts per million by weight INAA
Cesium 0.34 parts per million by weight INAA
Barium 47 parts per million by weight ICP40
<37.1 parts per million by weight INAA
Lanthanum 59 parts per million by weight ICP40
58.7 parts per million by weight INAA
Cerium 115 parts per million by weight ICP40
123 parts per million by weight INAA
Neodymium 45 parts per million by weight ICP40
59 parts per million by weight INAA
Samarium 10.1 parts per million by weight INAA
Europium 1 parts per million by weight ICP40
0.698 parts per million by weight INAA
Terbium 1.1 parts per million by weight INAA
Holmium <4 parts per million by weight ICP40
Ytterbium <1 parts per million by weight ICP40
4.68 parts per million by weight INAA
Lutetium 0.698 parts per million by weight INAA
Hafnium 25.6 parts per million by weight INAA
Tantalum <40 parts per million by weight ICP40
1.58 parts per million by weight INAA
Tungsten 0.771 parts per million by weight INAA
Gold <8 parts per billion by weight ICP40
0.3 parts per billion by weight ICP10
<0.37 parts per billion by weight INAA
Lead 21 parts per million by weight ICP40
20 parts per million by weight ICP10
Bismuth 13 parts per million by weight ICP40
NGS sample #C-116880)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116880[8/30/2016 6:28:05 PM]
<1 parts per million by weight ICP10
Thorium 29 parts per million by weight ICP40
24.9 parts per million by weight INAA
Uranium <100 parts per million by weight ICP40
6.74 parts per million by weight INAA
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U.S. Department of the Interior | U.S. Geological Survey
URL: http://mrdata.usgs.gov/geochem/show-ngs-xml.php?lab_id=C-116880
Page Contact Information: Peter Schweitzer
NGS sample #C-116889)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116889[8/31/2016 11:11:29 AM]
USGS Home
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Mineral Resources On-Line Spatial Data
Mineral Resources > Online Spatial Data > National Geochemical Survey
NGS sample C-116889
View location using [Google Earth] or [Google Maps]
Field Value
NURE record ID 5286908
Lab identification number C-116889
Real field name NCMO011S1
Collection date 19760917
Field name as analyzed NCMO011
Description NURE STREAM SEDIMENT
Location count 1
Sample set NURE Coastal 98
Sample type code 50
Map datum NAD27
Active channel width 1-2'
Water depth <0.5'
Water color clear
Flow stage low
Flow rate slow
Collector 57
Stream bed sand
Relief low
Vegetation swamp
Latitude 35.2333
Longitude -79.2552
1:24k quadrangle 36080SWF3
1:250k quadrangle 36080
1:100,000 quadrangle 36080SW
FIPS of county f37125
Hydrologic unit 3030004
NGS sample #C-116889)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116889[8/31/2016 11:11:29 AM]
Sample category NURE
1:250k quad name Raleigh
Short description of sample type STRM-SED-WET
Sample medium Sediment
Sample source Stream
Source modifier Wet
Upper limit of sieve size 150
Drying procedure <110oC
ICP40 job MRP-00821
As job number MRP-00827
Se job number MRP-00827
ICP10 job number MRP-00827
INAA job no. (USGS)WS84
Zip code, 3-digit 283
Congressional district 3706C2
Geographic context:Political divisions (FIPS codes)
Moore (county)
North Carolina (state)
United States (country)
North America (continent)Land (continent)
USGS map quadrangles
Niagara (quadrangle 1:24,000 scale)
Southern Pines (quadrangle 1:100,000 scale)Raleigh (quadrangle 1:250,000 scale)
Hydrologic units (watersheds)
Upper Cape Fear (hydrologic unit)
Cape Fear (hydrologic accounting unit)Cape Fear (hydrologic subregion)
South Atlantic-Gulf (hydrologic region)
Geologic map unit Cape Fear Formation
Nearby scientific data Find additional scientific data near this location
Chemical analyses
Element Measured value Units of measure Analytical method
Lithium 4 parts per million by weight ICP40
Beryllium <1 parts per million by weight ICP40
Sodium 0.011 percent by weight ICP40
0.018 percent by weight INAA
Magnesium 0.017 percent by weight ICP40
NGS sample #C-116889)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116889[8/31/2016 11:11:29 AM]
Aluminum 0.917 percent by weight ICP40
Phosphorus 0.025 percent by weight ICP40
Potassium 0.28 percent by weight ICP40
Calcium 0.036 percent by weight ICP40
Scandium 3 parts per million by weight ICP40
4.01 parts per million by weight INAA
Titanium 0.724 percent by weight ICP40
Vanadium 30 parts per million by weight ICP40
Chromium 17 parts per million by weight ICP40
32.5 parts per million by weight INAA
Manganese 90 parts per million by weight ICP40
Iron 0.61 percent by weight ICP40
0.615 percent by weight INAA
Cobalt <2 parts per million by weight ICP40
0.775 parts per million by weight INAA
Nickel <3 parts per million by weight ICP40
10.2 parts per million by weight INAA
Copper 2 parts per million by weight ICP40
0.78 parts per million by weight ICP10
Zinc 28 parts per million by weight ICP40
4.33 parts per million by weight ICP10
Gallium <4 parts per million by weight ICP40
Arsenic 10 parts per million by weight ICP40
2 parts per million by weight As_AA
<1 parts per million by weight ICP10
2.04 parts per million by weight INAA
Selenium <0.2 parts per million by weight Se_AA
Rubidium 7.75 parts per million by weight INAA
Strontium 8 parts per million by weight ICP40
<18.7 parts per million by weight INAA
Yttrium 10 parts per million by weight ICP40
Zirconium 1410 parts per million by weight INAA
Niobium 9 parts per million by weight ICP40
Molybdenum <2 parts per million by weight ICP40
0.2 parts per million by weight ICP10
NGS sample #C-116889)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116889[8/31/2016 11:11:29 AM]
Silver <2 parts per million by weight ICP40
<0.08 parts per million by weight ICP10
Cadmium <2 parts per million by weight ICP40
<0.05 parts per million by weight ICP10
Tin 77 parts per million by weight ICP40
Antimony <1 parts per million by weight ICP10
0.25 parts per million by weight INAA
Cesium 0.536 parts per million by weight INAA
Barium 82 parts per million by weight ICP40
115 parts per million by weight INAA
Lanthanum 82 parts per million by weight ICP40
80.5 parts per million by weight INAA
Cerium 158 parts per million by weight ICP40
160 parts per million by weight INAA
Neodymium 61 parts per million by weight ICP40
82.3 parts per million by weight INAA
Samarium 14.3 parts per million by weight INAA
Europium 1 parts per million by weight ICP40
0.649 parts per million by weight INAA
Terbium 1.49 parts per million by weight INAA
Holmium <4 parts per million by weight ICP40
Ytterbium <1 parts per million by weight ICP40
6.02 parts per million by weight INAA
Lutetium 0.981 parts per million by weight INAA
Hafnium 38.8 parts per million by weight INAA
Tantalum <40 parts per million by weight ICP40
2.33 parts per million by weight INAA
Tungsten 0.757 parts per million by weight INAA
Gold <8 parts per billion by weight ICP40
0.2 parts per billion by weight ICP10
<0.933 parts per billion by weight INAA
Lead 26 parts per million by weight ICP40
8 parts per million by weight ICP10
Bismuth 20 parts per million by weight ICP40
<1 parts per million by weight ICP10
NGS sample #C-116889)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116889[8/31/2016 11:11:29 AM]
Thorium 41 parts per million by weight ICP40
33.9 parts per million by weight INAA
Uranium <100 parts per million by weight ICP40
9.38 parts per million by weight INAA
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U.S. Department of the Interior | U.S. Geological Survey
URL: http://mrdata.usgs.gov/geochem/show-ngs-xml.php?lab_id=C-116889
Page Contact Information: Peter Schweitzer
NGS sample #C-116900)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116900[8/30/2016 6:35:30 PM]
USGS Home
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Mineral Resources On-Line Spatial Data
Mineral Resources > Online Spatial Data > National Geochemical Survey
NGS sample C-116900
View location using [Google Earth] or [Google Maps]
Field Value
NURE record ID 5286962
Lab identification number C-116900
Real field name NCMO065S1
Collection date 19760922
Field name as analyzed NCMO065
Description NURE STREAM SEDIMENT
Location count 1
Sample set NURE Coastal 98
Sample type code 50
Map datum NAD27
Active channel width 2-4'
Water depth 0.5-1.0'
Water color clear
Flow stage normal
Flow rate mod
Collector 57
Stream bed sand
Relief low
Vegetation deciduous
Latitude 35.2093
Longitude -79.6284
1:24k quadrangle 36080SWC3
1:250k quadrangle 36080
1:100,000 quadrangle 36080SW
FIPS of county f37125
Hydrologic unit 3040203
NGS sample #C-116900)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116900[8/30/2016 6:35:30 PM]
Sample category NURE
1:250k quad name Raleigh
Short description of sample type STRM-SED-WET
Sample medium Sediment
Sample source Stream
Source modifier Wet
Upper limit of sieve size 150
Drying procedure <110oC
ICP40 job MRP-00821
As job number MRP-00827
Se job number MRP-00827
ICP10 job number MRP-00827
INAA job no. (USGS)WS84
Zip code, 3-digit 272
Congressional district 3706C2
Geographic context:Political divisions (FIPS codes)
Moore (county)
North Carolina (state)
United States (country)
North America (continent)Land (continent)
USGS map quadrangles
Norman (quadrangle 1:24,000 scale)
Southern Pines (quadrangle 1:100,000 scale)Raleigh (quadrangle 1:250,000 scale)
Hydrologic units (watersheds)
Lumber (hydrologic unit)
Lower Pee Dee (hydrologic accounting unit)Pee Dee (hydrologic subregion)
South Atlantic-Gulf (hydrologic region)
Geologic map unit Middendorf Formation
Nearby scientific data Find additional scientific data near this location
Chemical analyses
Element Measured value Units of measure Analytical method
Lithium 3 parts per million by weight ICP40
Beryllium <1 parts per million by weight ICP40
Sodium 0.012 percent by weight ICP40
0.047 percent by weight INAA
Magnesium 0.008 percent by weight ICP40
NGS sample #C-116900)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116900[8/30/2016 6:35:30 PM]
Aluminum 0.427 percent by weight ICP40
Phosphorus 0.144 percent by weight ICP40
Potassium 0.29 percent by weight ICP40
Calcium 0.017 percent by weight ICP40
Scandium 10 parts per million by weight ICP40
9.88 parts per million by weight INAA
Titanium 1.371 percent by weight ICP40
Vanadium 43 parts per million by weight ICP40
Chromium 2 parts per million by weight ICP40
Manganese 172 parts per million by weight ICP40
Iron 0.53 percent by weight ICP40
0.662 percent by weight INAA
Cobalt <2 parts per million by weight ICP40
1.48 parts per million by weight INAA
Nickel <3 parts per million by weight ICP40
<5.46 parts per million by weight INAA
Copper 3 parts per million by weight ICP40
0.96 parts per million by weight ICP10
Zinc 10 parts per million by weight ICP40
5.79 parts per million by weight ICP10
91.3 parts per million by weight INAA
Gallium <4 parts per million by weight ICP40
Arsenic 47 parts per million by weight ICP40
3.4 parts per million by weight As_AA
<1 parts per million by weight ICP10
Selenium <0.2 parts per million by weight Se_AA
Rubidium 7.56 parts per million by weight INAA
Strontium 17 parts per million by weight ICP40
57.2 parts per million by weight INAA
Yttrium 151 parts per million by weight ICP40
Zirconium 14000 parts per million by weight INAA
Niobium 17 parts per million by weight ICP40
Molybdenum <2 parts per million by weight ICP40
0.2 parts per million by weight ICP10
Silver <2 parts per million by weight ICP40
NGS sample #C-116900)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116900[8/30/2016 6:35:30 PM]
<0.08 parts per million by weight ICP10
Cadmium <2 parts per million by weight ICP40
<0.05 parts per million by weight ICP10
Tin 203 parts per million by weight ICP40
Antimony <1 parts per million by weight ICP10
0.331 parts per million by weight INAA
Cesium 0.24 parts per million by weight INAA
Barium 123 parts per million by weight ICP40
<291 parts per million by weight INAA
Lanthanum 1410 parts per million by weight ICP40
1540 parts per million by weight INAA
Cerium 2810 parts per million by weight ICP40
3390 parts per million by weight INAA
Neodymium 1220 parts per million by weight ICP40
1450 parts per million by weight INAA
Samarium 280 parts per million by weight INAA
Europium 4 parts per million by weight ICP40
8.32 parts per million by weight INAA
Terbium 23.8 parts per million by weight INAA
Holmium 12 parts per million by weight ICP40
Ytterbium 4 parts per million by weight ICP40
35.3 parts per million by weight INAA
Lutetium 5.46 parts per million by weight INAA
Hafnium 353 parts per million by weight INAA
Tantalum <40 parts per million by weight ICP40
24 parts per million by weight INAA
Tungsten <7.18 parts per million by weight INAA
Gold <8 parts per billion by weight ICP40
0.1 parts per billion by weight ICP10
<3.34 parts per billion by weight INAA
Lead 52 parts per million by weight ICP40
13 parts per million by weight ICP10
Bismuth 48 parts per million by weight ICP40
<1 parts per million by weight ICP10
Thorium 746 parts per million by weight ICP40
NGS sample #C-116900)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-116900[8/30/2016 6:35:30 PM]
697 parts per million by weight INAA
Uranium <100 parts per million by weight ICP40
107 parts per million by weight INAA
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U.S. Department of the Interior | U.S. Geological Survey
URL: http://mrdata.usgs.gov/geochem/show-ngs-xml.php?lab_id=C-116900
Page Contact Information: Peter Schweitzer
NGS sample #C-143341)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143341[8/30/2016 6:23:38 PM]
USGS Home
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Mineral Resources On-Line Spatial Data
Mineral Resources > Online Spatial Data > National Geochemical Survey
NGS sample C-143341
View location using [Google Earth] or [Google Maps]
Field Value
NURE record ID 5287188
Lab identification number C-143341
Real field name NCRI003S1
Collection date 19760930
Field name as analyzed NCRI003S1
Description NURE sample, AEG014 1-02-318
Location count 1
Sample set NURE2000
Sample type code 750
Map datum NAD27
Active channel width 1-2'
Water depth 0.5-1.0'
Water color clear
Flow stage dry
Flow rate slow
Collector 57
Stream bed boulders
Relief low
Vegetation conifers
Latitude 35.0214
Longitude -79.5284
1:24k quadrangle 36080SWD4
1:250k quadrangle 36080
1:100,000 quadrangle 36080SW
FIPS of county f37153
Hydrologic unit 3040203
NGS sample #C-143341)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143341[8/30/2016 6:23:38 PM]
Sample category NURE
1:250k quad name Raleigh
Short description of sample type STRM-SED-DRY
Sample medium Sediment
Sample source Stream
Source modifier Dry
Upper limit of sieve size 150
Drying procedure <110oC
Sample type note Original NURE code was 50, but stream was dry
ICP40 job MRP-01959
As job number MRP-01959
Se job number MRP-01959
Hg job number MRP-01959
Zip code, 3-digit 283
Congressional district 3708C2
Geographic context:Political divisions (FIPS codes)
Richmond (county)
North Carolina (state)
United States (country)
North America (continent)Land (continent)
USGS map quadrangles
Hoffman (quadrangle 1:24,000 scale)
Southern Pines (quadrangle 1:100,000 scale)Raleigh (quadrangle 1:250,000 scale)
Hydrologic units (watersheds)
Lumber (hydrologic unit)
Lower Pee Dee (hydrologic accounting unit)Pee Dee (hydrologic subregion)
South Atlantic-Gulf (hydrologic region)
Federal lands
Geologic map unit Middendorf Formation
Nearby scientific data Find additional scientific data near this location
Chemical analyses
Element Measured value Units of measure Analytical method
Lithium 3 parts per million by weight ICP40
Beryllium <1 parts per million by weight ICP40
Sodium 0.005 percent by weight ICP40
Magnesium 0.015 percent by weight ICP40
NGS sample #C-143341)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143341[8/30/2016 6:23:38 PM]
Aluminum 0.72 percent by weight ICP40
Phosphorus 0.06 percent by weight ICP40
Potassium 0.04 percent by weight ICP40
Calcium 0.01 percent by weight ICP40
Scandium 6 parts per million by weight ICP40
Titanium 1.08 percent by weight ICP40
Vanadium 28 parts per million by weight ICP40
Chromium 20 parts per million by weight ICP40
Manganese 116 parts per million by weight ICP40
Iron 0.69 percent by weight ICP40
Cobalt <2 parts per million by weight ICP40
Nickel <3 parts per million by weight ICP40
Copper 7 parts per million by weight ICP40
Zinc 10 parts per million by weight ICP40
Gallium 8 parts per million by weight ICP40
Arsenic <10 parts per million by weight ICP40
7.2 parts per million by weight As_AA
Selenium <0.2 parts per million by weight Se_AA
Strontium 3 parts per million by weight ICP40
Yttrium 72 parts per million by weight ICP40
Niobium 20 parts per million by weight ICP40
Molybdenum <2 parts per million by weight ICP40
Silver <2 parts per million by weight ICP40
Cadmium <2 parts per million by weight ICP40
Tin <50 parts per million by weight ICP40
Barium 19 parts per million by weight ICP40
Lanthanum 584 parts per million by weight ICP40
Cerium 1120 parts per million by weight ICP40
Neodymium 476 parts per million by weight ICP40
Europium 3 parts per million by weight ICP40
Holmium <4 parts per million by weight ICP40
Ytterbium 2 parts per million by weight ICP40
Tantalum <40 parts per million by weight ICP40
Gold <8 parts per billion by weight ICP40
Mercury 0.04 parts per million by weight Hg_AA
NGS sample #C-143341)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143341[8/30/2016 6:23:38 PM]
Lead 18 parts per million by weight ICP40
Bismuth <50 parts per million by weight ICP40
Thorium 239 parts per million by weight ICP40
Uranium <100 parts per million by weight ICP40
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U.S. Department of the Interior | U.S. Geological Survey
URL: http://mrdata.usgs.gov/geochem/show-ngs-xml.php?lab_id=C-143341
Page Contact Information: Peter Schweitzer
NGS sample #C-143589)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143589[8/31/2016 11:12:16 AM]
USGS Home
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Mineral Resources On-Line Spatial Data
Mineral Resources > Online Spatial Data > National Geochemical Survey
NGS sample C-143589
View location using [Google Earth] or [Google Maps]
Field Value
NURE record ID 5286939
Lab identification number C-143589
Real field name NCMO042S1
Collection date 19760921
Field name as analyzed NCMO042S1
Description NURE sample, AEG016 1-02-566
Location count 1
Lab grain size Fine
Sample set NURE2000
Sample type code 50
Color of reanalyzed powder tan
Map datum NAD27
Active channel width 2-4'
Water depth 0.5-1.0'
Water color clear
Flow stage low
Flow rate slow
Collector 57
Stream bed sand
Relief low
Vegetation conifers
Latitude 35.235
Longitude -79.4938
1:24k quadrangle 36080SWE3
1:250k quadrangle 36080
1:100,000 quadrangle 36080SW
NGS sample #C-143589)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143589[8/31/2016 11:12:16 AM]
FIPS of county f37125
Hydrologic unit 3030004
Sample category NURE
1:250k quad name Raleigh
Short description of sample type STRM-SED-WET
Sample medium Sediment
Sample source Stream
Source modifier Wet
Upper limit of sieve size 150
Drying procedure <110oC
ICP40 job MRP-01961
As job number MRP-01961
Se job number MRP-01961
Hg job number MRP-01961
Zip code, 3-digit 273
Congressional district 3706C2
Geographic context:Political divisions (FIPS codes)
Moore (county)
North Carolina (state)
United States (country)North America (continent)
Land (continent)
USGS map quadrangles
Southern Pines (quadrangle 1:24,000 scale)Southern Pines (quadrangle 1:100,000 scale)
Raleigh (quadrangle 1:250,000 scale)
Hydrologic units (watersheds)
Upper Cape Fear (hydrologic unit)Cape Fear (hydrologic accounting unit)
Cape Fear (hydrologic subregion)
South Atlantic-Gulf (hydrologic region)
Geologic map unit Middendorf Formation
Nearby scientific data Find additional scientific data near this location
Chemical analyses
Element Measured value Units of measure Analytical method
Lithium 3 parts per million by weight ICP40
Beryllium <1 parts per million by weight ICP40
Sodium 0.015 percent by weight ICP40
Magnesium 0.016 percent by weight ICP40
NGS sample #C-143589)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143589[8/31/2016 11:12:16 AM]
Aluminum 0.72 percent by weight ICP40
Phosphorus 0.005 percent by weight ICP40
Potassium 0.38 percent by weight ICP40
Calcium 0.017 percent by weight ICP40
Scandium 2 parts per million by weight ICP40
Titanium 0.406 percent by weight ICP40
Vanadium 16 parts per million by weight ICP40
Chromium 24 parts per million by weight ICP40
Manganese 47 parts per million by weight ICP40
Iron 0.41 percent by weight ICP40
Cobalt <2 parts per million by weight ICP40
Nickel <3 parts per million by weight ICP40
Copper 3 parts per million by weight ICP40
Zinc 4 parts per million by weight ICP40
Gallium <4 parts per million by weight ICP40
Arsenic <10 parts per million by weight ICP40
1.1 parts per million by weight As_AA
Selenium <0.2 parts per million by weight Se_AA
Strontium 20 parts per million by weight ICP40
Yttrium 6 parts per million by weight ICP40
Niobium 8 parts per million by weight ICP40
Molybdenum <2 parts per million by weight ICP40
Silver <2 parts per million by weight ICP40
Cadmium <2 parts per million by weight ICP40
Tin <50 parts per million by weight ICP40
Barium 147 parts per million by weight ICP40
Lanthanum 31 parts per million by weight ICP40
Cerium 60 parts per million by weight ICP40
Neodymium 25 parts per million by weight ICP40
Europium 1 parts per million by weight ICP40
Holmium <4 parts per million by weight ICP40
Ytterbium <1 parts per million by weight ICP40
Tantalum <40 parts per million by weight ICP40
Gold <8 parts per billion by weight ICP40
parts per million by weight Hg_AA
NGS sample #C-143589)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143589[8/31/2016 11:12:16 AM]
Mercury 0.08
Lead 9 parts per million by weight ICP40
Bismuth <50 parts per million by weight ICP40
Thorium 14 parts per million by weight ICP40
Uranium <100 parts per million by weight ICP40
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Page Contact Information: Peter Schweitzer
NGS sample #C-143670)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143670[8/30/2016 6:37:41 PM]
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NGS sample C-143670
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Field Value
NURE record ID 5286967
Lab identification number C-143670
Real field name NCMO070S1
Collection date 19760922
Field name as analyzed NCMO070S1
Description NURE sample, AEG017 1-02-647
Location count 1
Lab grain size Coarse
Sample set NURE2000
Sample type code 50
Color of reanalyzed powder tan
Map datum NAD27
Active channel width 2-4'
Water depth 0.5-1.0'
Water color clear
Flow stage normal
Flow rate mod
Collector 57
Stream bed sand
Relief low
Vegetation deciduous
Latitude 35.2883
Longitude -79.5946
1:24k quadrangle 36080SWD2
1:250k quadrangle 36080
1:100,000 quadrangle 36080SW
NGS sample #C-143670)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143670[8/30/2016 6:37:41 PM]
FIPS of county f37125
Hydrologic unit 3030003
Sample category NURE
1:250k quad name Raleigh
Short description of sample type STRM-SED-WET
Sample medium Sediment
Sample source Stream
Source modifier Wet
Upper limit of sieve size 150
Drying procedure <110oC
ICP40 job MRP-01962
As job number MRP-01962
Se job number MRP-01962
Hg job number MRP-01962
Zip code, 3-digit 272
Congressional district 3706C2
Geographic context:Political divisions (FIPS codes)
Moore (county)
North Carolina (state)
United States (country)North America (continent)
Land (continent)
USGS map quadrangles
Zion Grove (quadrangle 1:24,000 scale)Southern Pines (quadrangle 1:100,000 scale)
Raleigh (quadrangle 1:250,000 scale)
Hydrologic units (watersheds)
Deep (hydrologic unit)Cape Fear (hydrologic accounting unit)
Cape Fear (hydrologic subregion)
South Atlantic-Gulf (hydrologic region)
Geologic map unit Newark Supergroup, Chatham Group; Pekin Formation
Nearby scientific data Find additional scientific data near this location
Chemical analyses
Element Measured value Units of measure Analytical method
Lithium 15 parts per million by weight ICP40
Beryllium 1 parts per million by weight ICP40
Sodium 0.305 percent by weight ICP40
Magnesium 0.361 percent by weight ICP40
NGS sample #C-143670)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143670[8/30/2016 6:37:41 PM]
Aluminum 3.802 percent by weight ICP40
Phosphorus 0.064 percent by weight ICP40
Potassium 0.91 percent by weight ICP40
Calcium 0.082 percent by weight ICP40
Scandium 12 parts per million by weight ICP40
Titanium 1.011 percent by weight ICP40
Vanadium 73 parts per million by weight ICP40
Chromium 43 parts per million by weight ICP40
Manganese 416 parts per million by weight ICP40
Iron 2.63 percent by weight ICP40
Cobalt 13 parts per million by weight ICP40
Nickel 18 parts per million by weight ICP40
Copper 23 parts per million by weight ICP40
Zinc 42 parts per million by weight ICP40
Gallium 9 parts per million by weight ICP40
Arsenic 12 parts per million by weight ICP40
4.7 parts per million by weight As_AA
Selenium <0.2 parts per million by weight Se_AA
Strontium 43 parts per million by weight ICP40
Yttrium 77 parts per million by weight ICP40
Niobium 33 parts per million by weight ICP40
Molybdenum <2 parts per million by weight ICP40
Silver <2 parts per million by weight ICP40
Cadmium <2 parts per million by weight ICP40
Tin <50 parts per million by weight ICP40
Barium 312 parts per million by weight ICP40
Lanthanum 505 parts per million by weight ICP40
Cerium 953 parts per million by weight ICP40
Neodymium 469 parts per million by weight ICP40
Europium 3 parts per million by weight ICP40
Holmium <4 parts per million by weight ICP40
Ytterbium 3 parts per million by weight ICP40
Tantalum <40 parts per million by weight ICP40
Gold <8 parts per billion by weight ICP40
parts per million by weight Hg_AA
NGS sample #C-143670)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143670[8/30/2016 6:37:41 PM]
Mercury 0.06
Lead 29 parts per million by weight ICP40
Bismuth <50 parts per million by weight ICP40
Thorium 258 parts per million by weight ICP40
Uranium <100 parts per million by weight ICP40
Show this information as [XML] - [GeoJSON] - [RDF]
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U.S. Department of the Interior | U.S. Geological Survey
URL: http://mrdata.usgs.gov/geochem/show-ngs-xml.php?lab_id=C-143670
Page Contact Information: Peter Schweitzer
NGS sample #C-143893)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143893[8/31/2016 11:13:40 AM]
USGS Home
Contact USGS
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Mineral Resources On-Line Spatial Data
Mineral Resources > Online Spatial Data > National Geochemical Survey
NGS sample C-143893
View location using [Google Earth] or [Google Maps]
Field Value
NURE record ID 5285098
Lab identification number C-143893
Real field name NCSC019S1
Collection date 19770810
Field name as analyzed NCSC019S1
Description NURE sample, AEG019 1-02-870
Location count 1
Lab grain size Fine
Sample set NURE2000
Sample type code 50
Color of reanalyzed powder tan
Map datum NAD27
Active channel width 4-8'
Water depth 1-2'
Water color brown/clear
Flow stage normal
Flow rate mod
Collector 123
Stream bed sand
Relief low
Vegetation swamp
Latitude 34.9908
Longitude -79.5188
1:24k quadrangle 35080NWD1
1:250k quadrangle 35080
1:100,000 quadrangle 35080NW
NGS sample #C-143893)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143893[8/31/2016 11:13:40 AM]
FIPS of county f37165
Hydrologic unit 3040203
Sample category NURE
1:250k quad name Florence
Short description of sample type STRM-SED-WET
Sample medium Sediment
Sample source Stream
Source modifier Wet
Upper limit of sieve size 150
Drying procedure <110oC
ICP40 job MRP-01964
As job number MRP-01964
Se job number MRP-01964
Hg job number MRP-01964
Zip code, 3-digit 283
Congressional district 3708C2
Geographic context:Political divisions (FIPS codes)
Scotland (county)
North Carolina (state)
United States (country)North America (continent)
Land (continent)
USGS map quadrangles
Marston (quadrangle 1:24,000 scale)Laurinburg (quadrangle 1:100,000 scale)
Florence (quadrangle 1:250,000 scale)
Hydrologic units (watersheds)
Lumber (hydrologic unit)Lower Pee Dee (hydrologic accounting unit)
Pee Dee (hydrologic subregion)
South Atlantic-Gulf (hydrologic region)
Geologic map unit Middendorf Formation
Nearby scientific data Find additional scientific data near this location
Chemical analyses
Element Measured value Units of measure Analytical method
Lithium 3 parts per million by weight ICP40
Beryllium <1 parts per million by weight ICP40
Sodium 0.009 percent by weight ICP40
Magnesium 0.015 percent by weight ICP40
NGS sample #C-143893)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143893[8/31/2016 11:13:40 AM]
Aluminum 0.757 percent by weight ICP40
Phosphorus 0.015 percent by weight ICP40
Potassium 0.08 percent by weight ICP40
Calcium 0.011 percent by weight ICP40
Scandium 11 parts per million by weight ICP40
Titanium 0.56 percent by weight ICP40
Vanadium 14 parts per million by weight ICP40
Chromium 28 parts per million by weight ICP40
Manganese 100 parts per million by weight ICP40
Iron 0.71 percent by weight ICP40
Cobalt <2 parts per million by weight ICP40
Nickel <3 parts per million by weight ICP40
Copper 7 parts per million by weight ICP40
Zinc 7 parts per million by weight ICP40
Gallium 7 parts per million by weight ICP40
Arsenic <10 parts per million by weight ICP40
12.8 parts per million by weight As_AA
Selenium 1.2 parts per million by weight Se_AA
Strontium 3 parts per million by weight ICP40
Yttrium 52 parts per million by weight ICP40
Niobium 7 parts per million by weight ICP40
Molybdenum <2 parts per million by weight ICP40
Silver <2 parts per million by weight ICP40
Cadmium <2 parts per million by weight ICP40
Tin <50 parts per million by weight ICP40
Barium 51 parts per million by weight ICP40
Lanthanum 363 parts per million by weight ICP40
Cerium 710 parts per million by weight ICP40
Neodymium 331 parts per million by weight ICP40
Europium 1 parts per million by weight ICP40
Holmium <4 parts per million by weight ICP40
Ytterbium 2 parts per million by weight ICP40
Tantalum <40 parts per million by weight ICP40
Gold <8 parts per billion by weight ICP40
parts per million by weight Hg_AA
NGS sample #C-143893)
http://mrdata.usgs.gov/ngs/show-ngs.php?labno=C-143893[8/31/2016 11:13:40 AM]
Mercury 0.03
Lead 23 parts per million by weight ICP40
Bismuth <50 parts per million by weight ICP40
Thorium 148 parts per million by weight ICP40
Uranium <100 parts per million by weight ICP40
Show this information as [XML] - [GeoJSON] - [RDF]
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U.S. Department of the Interior | U.S. Geological Survey
URL: http://mrdata.usgs.gov/geochem/show-ngs-xml.php?lab_id=C-143893
Page Contact Information: Peter Schweitzer

APPENDIX E
EPA NATURAL ATTENUATION SCREENING PROTOCOL FORMS AND PLOTS, MNA
EVALUATION TABLE, AND BIOCHLOR MNA ANALYSIS FOR NOVEMBER 2016
SAMPLING EVENT
March 2017 Page 1 of 1 Project No. 0739615016
Evaluation of Converging Lines of Evidence for Reductive Biological Attenuation
Moore County Landfill
Moore County, NC
Monitoring
Well ID
Relative Horizontal
Locatation Within
Plume
Presence of Product
(e.g., PCE, 1,1,1-TCA,
Carbonate
Terachloride)
Presence of Biological Attenuation
Daughter Products (e.g., TCE, DCE,
VC, Chloroethane, Chloroform,
Dichloromethane)
BTEX Present (Benzene,
Toluene, Ethylbenzene,
Xylenes)Chlorinated Benzenes Temperature (°C )Hydrogen (nM)
Dissolved
Oxygen
(mg/L)
pH (standard
units)ORP (mV)CO2 (mg/L)
Chloride
(mg/L)
Total
Organic
Carbon
(mg/L)
Total
Alkalinity
(mg/L)
Ethane
(mg/L)
Ethene
(mg/L)
Total
Volatile
Fatty Acids
(mg/L)
Denitrification
Indicator
Iron II
Reduction
Indicator
Sulfate
Reduction
Indicator
Sulfide
Reduction
Indicator
Methanogenesis
Indicator**
MW-15 Near/Sidegradient of
Source No Yes (1,1-DCA, cDCE, VC)Yes (benzene) <0.1
mg/L Yes (1,4-dichlorobenze)17.50 0.64 0.42 5.22 -27.6 497 2.2 J 47 160 ND ND 10 0.12 J mg/L
Nitrate as N 2.6 mg/L Fe+2 24 J mg/L
Sulfate
2.6 mg/L
Sulfide 1.36 mg/L Methane
MW-6 Middle Portion No Yes (cDCE, VC)Yes (benzene, toluene)
<0.1 mg/L
Yes (chlorobenzene, 1,4-
dichlorobenzene)20.28 31 0.22 6.23 -75.8 814 22 41 180 ND ND 13.3 0.076 J mg/L
Nitrate as N 4.0 mg/L Fe+2 11 J mg/L
Sulfate
0.04 J mg/L
Sulfide 3.0 mg/L Methane
MW-11S Middle Portion No Yes (1,1-DCA, cDCE, VC)Yes (benzene) <0.1
mg/L
Yes (chlorobenzene, 1,4-
dichlorobenzene)19.51 2 0.05 6.55 -86.6 1020 48 49 710 ND ND 23.7 <0.025 mg/L
Nitrate as N 2.5 mg/L Fe+2 84 J mg/L
Sulfate
<0.01 mg/L
Sulfide 2.4 mg/L Methane
MW-4 Downgradient
Portion No Yes (cDCE)No No 17.77 3.1 0.10 5.98 58.6 158 20 24 82 ND ND ND 0.73 J mg/L
Nitrate as N
1.5 mg/L
Fe+2
25 J mg/L
Sulfate
<0.01 mg/L
Sulfide
0.000459 J mg/L
Methane
MW-5 Background Well No No No No 17.49 24 7.26 4.95 229.5 18.2 ND ND ND ND ND ND 0.26 mg/L Nitrate
as N ND <14 mg/L
Sulfate
<0.01 mg/L
Sulfide
0.000724 mg/L
Methane
-Yes Yes (Acts as Carbon Source)Yes (Potential Carbon Source)>20°C >1nM <0.5 mg/L 5-9 <50
Elevated >2X
Relative to
Background
Elevated >2X
Relative to
Background
>20
Elevated >2X
Relative to
Background
>0.01 mg/L >0.01 mg/L >0.1 mg/L <1 mg/L >1 mg/L <20 mg/L >1 mg/L >0.5 mg/L
Notes:
1.) Shaded cells indicate conditions conductive to reductive biological attenuation.
2.) Most recent analytical results are presented
3.) TCE = Tricholoroethene
4.) PCE = Tetrachloroethene
5.) cDCE = cis-1,2-dichloroethene
6.) tDCE = trans-1,2-dichloroethene
7.) VC = vinyl chloride
8.) 1,1-DCE = 1,1-dichloroethene
9.) 1,1-DCA = 1,1-dichloroethane
10.) CA = chloroethane
11.) NA = Not Available
12.) NM = Not Measured
13.) ND = Not Detected
14.) *Source: Weidemeier et al., 1998, Technical Protocol for Evaluating Natural Attenuation of Chlorinated Solvents in Ground Water
15.) **Dissolved methane concentrations may be related to landfill gas.
16.) BTEX = Benzene, Toluene, Ethylbenzene, and Xylenes
17.) TVFA = Total Volatile Fatty Acids
Evaluation of Dominant Electron Accepting Process
Weaker ----------- Reducing Conditions -------------- Stronger
Suggested Value Conducive to Reductive
Biological Attenuation:*
G:\PROJECTS\Moore County\Groundwater\November 2016 Event\Biochlor\2017_03_27 MNA Eval Summary Table.xlsx

Reviewed By: DYR
Prepared By: BSD
Project #:0739615016
DATE: 03/28/17
Figure
No.
1
Title: MW-6 MNA SCREENING Moore County Landfill, Permit No. 63-01

Reviewed By: DYR
Prepared By: BSD
Project #:0739615016
DATE: 03/28/17
Figure
No.
2
Title: MW-11S MNA SCREENING Moore County Landfill, Permit No. 63-01

Reviewed By: DYR
Prepared By: BSD
Project #: 0739615016
DATE: 03/28/17
Figure
No.
3
Title: MW-4 MNA SCREENING Moore County Landfill, Permit No. 63-01

Reviewed By: DYR
Prepared By: BSD
Project #: 0739615016
DATE: 03/28/17
Figure
No.
4
Title: MW-15 MNA SCREENING Moore County Landfill, Permit No. 63-01

Reviewed By: DYR
Prepared By: BSD
Project #: 0739615015
DATE: 08/31/16 Figure
No.
5
Title: BIOCHLOR SUMMARY
Moore County Landfill, Permit # 61-03
Moore County, North Carolina
Biochlor Model: Results and Predictions 2014

Golder Associates NC, Inc.
5B Oak Branch Drive
Greensboro, NC 27407 USA
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