1304_Cabarrus_CharlotteMotorSpeedwayV_MSWLF_WQMP_FID1820793_20231106

Environmental Consultants & Contractors
November 3, 2023
File No. 02222314.15
Ms. Jaclynne Drummond
North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, NC 27699-1601
Subject: Water Quality Monitoring Plan
Charlotte Motor Speedway - Landfill V - Phase 4
Permit No. 13-04
Concord, North Carolina
Dear Ms. Drummond:
SCS Engineers, PC (SCS), on behalf of BFI Waste Systems of North America, hereby submits this
Water Quality Monitoring Plan (Plan) for the Charlotte Motor Speedway - Landfill V. The Plan is
submitted in support of the PTO for Phase 4 as well as to update the reinstallation of MW-17R, MW-
17AR, MW-18R2, and MW-18AR2.
Should you have questions, please do not hesitate to contact either of the undersigned at (704) 504-
3107.
Sincerely,
Jared T. Hamela, PG
Senior Project Geologist
SCS ENGINEERS, PC
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Albert D. Glenn, PE
Project Director
SCS ENGINEERS, PC
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2520 Whitehall Park Drive, Suite 450, Charlotte, NC 28273 1 704-504-3107 00

Water Quality Monitoring Plan
Charlotte Motor Speedway Landfill V
Permit No. 13-04
BFI Waste Systems of North America, Inc.
5105 Morehead Road
Concord, NC 28027
[phone]
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02222314.15 1 November 3, 2023
2520 Whitehall Park Drive, Suite 450
Charlotte, NC 28273
704-504-3107

Table of Contents
Page
1.0
CERTIFICATION..............................................................................................................................3
2.0
INTRODUCTION.............................................................................................................................4
3.0
CONTACT INFORMATION...............................................................................................................4
4.0
SITE BACKGROUND.......................................................................................................................5
4.1 SITE GEOLOGY..........................................................................................................................5
4.2 SITE HYDROGEOLOGY..............................................................................................................5
4.3 REGULATORY BACKGROUND...................................................................................................6
5.0
WATER QUALITY MONITORING PLAN............................................................................................7
5.1 GROUNDWATER AND SURFACE WATER MONITORING..........................................................7
5.1.1 MONITORING WELL NETWORK AND SURFACE WATER LOCATIONS .......................8
5.1.2 ASSESSMENT MONITORING STATUS.........................................................................9
5.2 LEACHATE MONITORING..........................................................................................................9
6.0
OTHER REQUIREMENTS..............................................................................................................10
6.1 SAMPLE AND ANALYSIS PLAN..............................................................................................
10
6.1.1 QUALITY ASSURANCE AND QUALITY CONTROL PROGRAM ....................................
10
6.2 WATER QUALITY MONITORING REPORT...............................................................................
10
6.2.1 OPTIONAL STATISTICAL METHODS..........................................................................
11
6.3 WELL REHABILITATION AND ABANDONMENT.....................................................................
11
6.4 ADDITIONAL WELL INSTALLATIONS......................................................................................
11
6.5 WELL MAINTENANCE.............................................................................................................
12
6.6 PLAN MODIFICATIONS AND REVISIONS...............................................................................
12
Figures
Figure 1 Site Location Map
Figure 2 Water Quality Monitoring Locations
Figure 3 Monitoring Well Diagram
Table 1 Monitoring Well Construction
Table 2 Sample and Analysis Plan
Tables
Exhibits
Exhibit A Monitoring Well Logs
Exhibit B Monitoring Well and Underdrain Outlet Survey
Exhibit C NCDEQ SWS Environmental Monitoring Report Form (updated June 10, 2009)
Water Quality Monitoring Plan www.scsengineers.com
1

Appendices
Appendix A NC SWS Environmental Monitoring - Groundwater Protection Compliance Standards
- Constituent List
M:\PROJECT FILES\02222314.15\Deliverables\WQMP update\1304 CMS Landfill V WQMP Phase 4 v.3.docx
Water Quality Monitoring Plan www.scsengineers.com
2

1.0 CERTIFICATION
This Water Quality Monitoring Plan has been prepared by a qualified geologist who is licensed to
practice in the State of North Carolina. The plan was prepared based on firsthand knowledge of site
conditions and familiarity with North Carolina solid waste rules and industry standard protocol.
Developed in general accordance with North Carolina Solid Waste Rules 15A NCAC 1313.0601;
.1623; .1626; and .1630 through .1632, this Water Quality Monitoring Plan is certified to be
effective in providing early detection of any release of hazardous constituents from any point in a
disposal cell to the uppermost aquifer, surface waters, or proximal area, so as to be protective of
public health and the envi[gnMpnt.
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Date: November 3. �d�'Syk%1
Not valid unless this document bears the seal of the above -named licensed professional.
Water Quality Monitoring Plan www.scsengineers.com

2.0 INTRODUCTION
On behalf of BFI Waste Systems of North America, Inc, SCS Engineers, PC (SCS) hereby submit this
Water Quality Monitoring Plan for the Charlotte Motor Speedway - Landfill V, permit number 13-04.
3.0 CONTACT INFORMATION
The following is a list of contacts to be considered with regard to this Water Quality Monitoring Plan:
Owner Contact
Mike Gurley
Republic Services
Charlotte Motor Speedway Landfill
Concord, NC 28027
[phone]
Design En ineer
Albert Glenn, PE
Jared Hamela, PG
SCS Engineers, PC
2520 Whitehall Park Drive, Suite 450
Charlotte, NC 28273
[phone]
Monitoring and Compliance
Steve Jett, PG
Jett Environmental Consulting, PLLC
1002 Morgan Meadow Drive
Wentzville, MO 63385
[phone]
NCDEO Office Contacts
Jaclynne Drummond
Hyd rogeologist
Asheville Regional Office
Division of Waste Management
NC Department of Environmental Quality
[phone]
Teresa Bradford
Regional Inspector
Mooresville Regional Office
Division of Waste Management
NC Department of Environmental Quality
[phone]
Claire Osborn, PE
Permitting Engineer
Asheville Regional Office
Division of Waste Management
NC Department of Environmental Quality
[phone]
Water Quality Monitoring Plan www.scsenaineers.com
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4.0 SITE BACKGROUND
The Charlotte Motor Speedway - Landfill V (facility) is located at 5105 Morehead Road in Concord,
Cabarrus County, North Carolina, compassing 697.69 acres. The general location of the facility is
depicted on the site location map provided as Figure 1. The facility existing conditions, delineated
landfill phases, and groundwater and surface water monitoring network are depicted on Figure 2.
4.1 SITE GEOLOGY
The facility is located in the Piedmont physiographic and geologic province of North Carolina, specifically
within a generally northeast trending plutonic complex known as the Charlotte Belt. Igneous bodies
(plutons) exist throughout this belt, ranging in composition from felsic granite to mafic diorite-gabbro.
Mafic diabase dikes intruded the region during tensional tectonic events associated with continental
rifting.
The facility lies within the inner diorite-gabbro unit of the Concord Ring Dike. The Concord Ring Dike is
a zoned plutonic feature situated within the Charlotte Belt. The complex consists of a large diorite-
gabbro stock, roughly six miles in diameter, enveloped on three sides by a "ring" with elevated
topography of intermediate -composition syenite. Medium -grained diorite-gabbro samples are present
that contain varying proportions of cumulus olivine, clinopyroxene, and plagioclase. The syenite is
characterized by a mineral composition of orthoclase feldspar, augite, hornblende, and biotite and a
coarse porphyritic texture with megacrysts of pink feldspar. The syenite is more resistant to weathering
and thus forms isolated surface boulders in addition to a circular ridge.
The historical rock core data indicate a variety of diorite-gabbro, which is more intermediate in
composition than gabbro, suggesting a possible zoning within the gabbro or a gradational contact with
the syenite. Some of the diorite-gabbro cores indicated cross-cuttingfeldspathic veins, likely associated
with the syenite. Based on rock coring and field observations within the facility, it is believed that a
"finger" of the outer syenite ring extends into the northwest corner of the study area. Syenite has
been observed in isolated surface exposures and in a few nearby cores within this relatively small
area of the facility. Two small, northwest trending diabase dikes occur in this same portion of the
site, suggesting a relationship between these intrusive rock units and the local joint pattern
(reference: Design Hydrogeologic Report - CMS Landfill V - Phase 3 (Cells 21-2K and 2M) Solid Waste
Permit # 13-04. David Garrett and Associates, 2008).
4.2 SITE HYDROGEOLOGY
Previous facility investigations indicate that first occurrence of groundwater is present in either the
overburden/saprolite, partially weathered rock, or bedrock depending on location. Data suggests
hydraulic connection between these units, which form the uppermost aquifer. Generally, the aquifers
exhibit unconfined qualities when encountered in overburden/saprolite and partially weathered rock
and semi -confined qualities when encountered in partially weathered rock and bedrock. Generally,
data indicate that the groundwater flow is principally within the overburden/saprolite and partially
weathered rock, in the direction of the Rocky River. Locally, the vertical component of the
groundwater flow may be slightly downward in topographically high areas and slightly upward
in topographically low areas. In general, the configuration of the groundwater surface is similar to the
topography and groundwater flow direction correlates to surface topography.
Two converging streams at the facility property boundary provide hydraulic isolation from the
surrounding regional ground water regimes and serve as the ground water receptors for the facility.
The Site Suitability study and subsequent Design Hydrogeologic studies for Phases 1, 2, and
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3 show groundwater flow to the south, with a radial flow pattern beneath facility Phases 2 and 3
split between the Rocky River to the west and an unnamed tributary to the east (reference: Design
Hydrogeologic Report - CMS Landfill V - Phase 3 (Cells 21-2K and 2M) Solid Waste Permit # 13-04.
David Garrett and Associates, 2008).
4.3 REGULATORY BACKGROUND
The original Water Quality Monitoring Plan for this facility was prepared as part of the Phase 1 Permit
to Construct application prepared by S&ME in 1992. The original plan was amended ca. 2005 in
accordance with North Carolina Solid Waste Rule 15A NCAC 13B .1631, which was implemented
upon approval by the North Carolina Department of Environmental Quality (NCDEQ) Division of Waste
Management (DWM). The original plan described monitoring wells that were installed in accordance
with NC Solid Waste Section Rule (rule) 15A NCAC 2C.
Monitoring has been conducted on a semi-annual basis by a third -party sampling firm and lab. The
wells are sampled in the spring and autumn seasons. A third -party consultant performs statistical
analyses on the data and reports to the NCDEQ DWM - Solid Waste Section (SWS) on behalf of the
facility. The semi-annual reports include the data, statistical analyses, and ground water
potentiometric surface maps prepared for each sampling event.
Appendix I analyses are performed during each sampling event for metals and organic constituents.
Per a NCDEQ correspondence, dated October 13, 2014, Appendix II constituents' analyses is also
performed every three years for the designated Assessment monitoring wells, while the remaining
wells are sampled for Appendix I constituents plus Appendix II constituent, Mercury. Analytical
parameters for Appendix I and Appendix II monitoring as well as applicable groundwater protection
standards are provided in the NC SWS Environmental Monitoring - Groundwater Protection
Compliance Standards - Constituent List (Appendix A).
This document reflects the Appendix I and Appendix II sampling schedule but does not modify the
assessment sampling program. No down -gradient ground water users are present, and the
surrounding areas are served by municipal water supply. A few irrigation wells exist that are located
up -gradient of the facility.
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5.0 WATER QUALITY MONITORING PLAN
5.1 GROUNDWATER AND SURFACE WATER MONITORING
All sampling activities will be conducted in accordance with the US -EPA Region 4 Quality System and
Technical Procedures for LSASD Field Branches (https://www.epa.gov/quality/quality-system-and-
technical-procedures-Isasd-field-branches).
Groundwater samples will be collected from the monitoring wells using low -flow sampling techniques
according to EPA sampling guidance to minimize the turbidity of the samples. This is accomplished
with a dedicated submersible pump and dedicated polyethylene or polypropylene tubing for each
well. All samples shall be collected unfiltered unless conducting dissolved metals analyses. Filtered
sample collection shall be approved by the SWS prior to commencement.
Sample containers used will be provided by a NC certified Laboratory. Samples will be collected by
personnel wearing a new pair of nitrile gloves for each sample. When practical, samples will be
collected in order of least impact to most impact. If the degree of impact is unknown, then samples
will be collected from hydraulically up -gradient locations farthest away from any suspected source
area to the closest of any suspected source area, followed by cross -gradient locations farthest away
from any suspected source area to the closest to any suspected source area, and finished with
down -gradient locations farthest away from any suspected source area to closest to any suspected
source area. Samples will be preserved and shipped to the NC certified laboratory under proper
chain -of -custody protocol. All samples will be packed in ice to maintain a temperature of
approximately 4 degrees Celsius (°C).
Decontamination of personnel, sampling equipment, and containers - before and after sampling -
must be used to ensure collection of representative samples and to prevent the potential spread of
contamination. Decontamination of personnel prevents ingestion and absorption of contaminants. It
must be done with a soap and water wash and deionized or distilled water rinse. Certified pre -
cleaned sampling equipment and containers may also be used.
All previously used sampling equipment must be properly decontaminated before sampling and
between sampling locations. This prevents the introduction of contamination into uncontaminated
samples and avoids cross -contamination of samples. New nitrile gloves and appropriate protective
equipment must be worn by persons decontaminating tools and equipment.
Prior to sample collection, the depth to groundwater will be measured and each well will be purged to
allow the groundwater geochemical field parameters to stabilize. Every effort will be made to collect
a representative sample with turbidity less than the NCDEQ recommended value of 10 NTU. During
each monitoring event, field parameters including pH, dissolved oxygen (DO), temperature, turbidity,
specific conductivity, and measured depth -to -water from the top of well casing will be recorded for
each well.
Surface water samples will be collected into laboratory -provided containers via direct submersion
into the creek and/or tributary by personnel wearing a new pair of nitrile gloves. One set of surface
water field parameters consisting of pH, DO, temperature, turbidity, and specific conductivity will be
measured and recorded at each sampling location prior to sample collection. When practical,
sample order will be conducted in a similar manner as groundwater samples with respect to impact,
proximity to a suspected source area, and inferred groundwater flow direction. Surface water
observations such as stream level, clarity, and any changes in monitoring location and surroundings
will be recorded. Sample containers will be provided by a NC certified Laboratory.
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Samples will be preserved and shipped to the NC certified laboratory under proper chain -of -custody
protocol. All samples will be packed in ice to maintain a temperature of approximately 4 degrees
Celsius (° C).
Documentation of sampling activities will be recorded in field log books or sampling forms that will
be submitted with each sampling event report. Any equipment that is capable of calibration shall be
calibrated on a daily basis during sampling events. Calibration forms for any equipment that is
capable of calibration shall be submitted with each sampling event report.
Groundwater and surface water samples are to be analyzed semi-annually for the organic
constituents listed in Appendix I of the 40 Code of Federal Regulations (CFR) Part 258, the metal
constituents listed in Appendix I of the 40 CFR Part 258 (Appendix A).
Monitoring for 1,4-dioxane is not required by the North Carolina rules but has been conducted at
certain landfills starting in 2018 according to a NCDEQ memo and later, site -specific
correspondence with NCDEQ. Monitoring for 1,4-dioxane at the Charlotte Motor Speedway is on-
going at the time of the submittal of this plan but is subject to change. In a response (FID 1338724)
from the SWS on August 8, 2019, the section approved the analysis of 8260 Single Ion Method
(SIM) for 1,4-dioxane for all groundwater monitoring wells and surface water sampling locations to
be conducted on a rotating seasonal and annual basis (first semi-annual in even years, second semi-
annual in odd years).
5.1.1 MONITORING WELL NETWORK AND SURFACE WATER
LOCATIONS
The facility monitoring well network consists of:
• four up -gradient background wells (MW-11, MW-14, MW-14B, and MW-15);
• thirty-six (36) down -gradient compliance wells (MW-1A, MW-113, MW-2A, MW-213, MW-10,
MW-10A, MW-12, MW-16, MW-17R, MW-17AR, MW-18A, MW-19, MW-19A MW-20AR, MW-
2013, MW-21, MW-22, MW-22A, MW-25, MW-26, MW-27, MW-28, MW-29R, MW-30R, MW-
31, MW-32R, and MW-33 through MW-42);
• four water quality assessment (extent) wells (MW-18R2, MW-18AR2, MW-19R and MW-
19AR); and
• one underdrain outlet (UD-3) that connects an underdrain network that directs flow beneath
Cells 2C, 2E, and Phase 4.
Monitoring well construction summary is presented with each water quality monitoring report and is
provided as Table 1 for reference. Existing monitoring well logs and well construction records are
provided in Exhibit A.
The surface water sampling locations are as follows:
SW-1 - Located upstream of the facility on Rocky River beneath the US 29 overpass.
SW-2 - Located downstream of the facility on an unnamed tributary to Rock River in the
vicinity of existing monitoring well MW-27.
SW-3 and SW-4 - Phase 3 monitoring locations
The locations of the existing monitoring wells and surface water sampling locations are shown on
Figure 2. Survey locations of the newly installed wells (MW-17R, MW-17AR, MW-18R2, and MW-
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18AR2) and the underdrain outlet (UND-1) certified by a NC -licensed Professional Land Surveyor are
provided as Exhibit B.
5.1.2 ASSESSMENT MONITORING STATUS
The following groundwater monitoring wells are currently in assessment monitoring due to past
exceedances: MW-17R, MW-17AR, MW-18A, MW-19, MW-19A, MW-2013, MW-22, MW-22A, MW-25,
MW-26, MW-32R, MW-33, and MW-34.
Monitoring wells MW-17R and MW-17AR are sampled annually during the first semi-annual events
each year. Monitoring wells MW-18132, MW-18AR2, MW-19R, and MW-19AR are water quality
Assessment Wells. Wells MW-18R2 and MW-18AR2 are sampled annually during the first semi-
annual event each year, while MW-19R and MW-19AR are sampled semi-annually.
In correspondence dated October 23, 2014 (DIN 22116), NCDEQ approved a facility request to
sample the full suite of Appendix II constituents listed in 40 CFR Part 258 every three years. The
previous Appendix II sampling event occurred during the first semi-annual 2020 event. Therefore,
the first semi-annual 2023 event was the next 3-year Appendix II assessment sampling event at the
facility for assessment wells MW-17R, MW-17AR, MW-18A, MW- 19, MW-19A, MW-2013, MW-25, MW-
26, MW-32R, and MW-34. Monitoring wells MW-22, MW-22A, and MW-33 were added to the
assessment well subset after the first semi-annual 2017 event and were therefore sampled later
(i.e. MW-22 in April 2019, MW-22A in April 2019, and MW-33 in October 2018). Wells MW-22, MW-
22A, and MW-33 will be sampled again for the Appendix II list with the remainder of the Assessment
wells in the next 3-year cycle during the first semi-annual 2023 event. Previously,
dichlorodifluoromethane, mercury, and tin were the only Appendix II constituents confirmed detected
above the POL. However, dichlorodifluoromethane and tin had not been detected since October
2011. Therefore, during the first semi-annual 2023 event, the remaining wells were sampled for the
Appendix I constituents plus the previously detected Appendix II constituent, mercury.
5.2 LEACHATE MONITORING
Currently the leachate is stored in an on -site lined pond and transferred to the municipal sanitary
sewer system for treatment at the Rock River Wastewater Treatment Plant. The location of the
leachate pond is shown on Figure 2.
Untreated leachate is sampled and analyzed semi-annually for the organic constituents listed in
Appendix I of the 40 Code of Federal Regulations (CFR) Part 258, the metal constituents listed in
Appendix I of the 40 CFR Part 258 (Appendix A). Additionally the leachate sample is also analyzed for
NCDEQ required parameters biological oxygen demand (BOD), chemical oxygen demand (COD),
phosphorus, nitrates, and sulfate. Provisions were made in the original Water Quality Monitoring
Plan for monitoring of the leachate from a sampling port in the force main connecting the individual
landfill cell sumps with the leachate collection/storage tanks and/or another location in the tanks.
The data presented in Section 4.2 of the Phase 3 Design Hydrogeologic Report indicate that
sampling has been conducted on a periodic basis.
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6.0 OTHER REQUIREMENTS
6.1 SAMPLE AND ANALYSIS PLAN
This water quality sample and analysis plan is developed in accordance with rule 15A NCAC 13B
.1632. Analytical methods will follow Test Methods for Evaluating Solid Waste -Physical/Chemical
Methods (SW-846) or Methods for the Chemical Analysis of Water and Wastes and will be consistent
with the SWS policies regarding analytical methods and reporting limits. Laboratory analysis, QA/QC,
calibration curves, and sample dilutions will be provided in the laboratory reports and will bear the
certification(s) of the laboratory and laboratory manager reviewing the data.
Procedures and techniques for sample collection, sample preservation and shipment, analytical
procedures, and chain of custody control are provided in the EPA guidance documents.
6.1.1 QUALITY ASSURANCE AND QUALITY CONTROL PROGRAM
Trip blanks, field blanks, equipment blanks, and field duplicates will be collected and analyzed
during each monitoring event to verify that the sample collection and handling process has not
affected the quality of the samples. The trip blank will be prepared in the laboratory each time a
group of bottles is prepared for use in the field. The appropriate number of bottles for VOC analysis
will be filled with Type II reagent grade water, transported to the site, handled like the samples, and
shipped to the laboratory for analysis. The field blank will be prepared at the end of each day in the
field with Type II reagent grade water and exposed to the sampling environment. Equipment blanks
will be prepared at the end of each day in the field by collecting Type II reagent grade water that has
contacted the surfaces of all non -dedicated sampling equipment used in the field. Field duplicates
will be collected at the rate of one duplicate per twenty samples collected, and collected within five
minutes from the sample collected that is to be duplicated. As with all other samples, the time of the
blank exposure will be recorded so that the sampling sequence is documented. The field blank,
equipment blank, and field duplicates will be analyzed for the same list of constituents as the
groundwater samples. The trip blank will be analyzed for volatile organic compounds only.
The assessment of blank analysis results will be in general accordance with EPA guidance
documents (EPA, 1993 and 1994). No positive sample results will be relied upon unless the
concentration of the compound in the sample exceeds 10 times the amount in any blank for
common laboratory contaminants (see next paragraph), or five times the amount for other
compounds. If necessary, resampling will be performed as necessary to confirm or refute suspect
data; such resampling will occur within the individual compliance monitoring period.
Table 2 lists the sampling and analysis plan for existing and proposed monitoring well and surface
water locations.
6.2 WATER QUALITY MONITORING REPORT
Within 120 days from the date of sampling or as specified in the facility permit, whichever is less, the
owner or operator shall submit to the Division of Waste Management a report that includes all
information from the sampling event; including field observations relating to the condition of the
monitoring wells, field data, laboratory data, statistical analysis (if utilized), sampling methodologies,
quality assurance and quality control data, information on ground -water flow direction, calculations
of ground -water flow rate, for each well any constituents that exceed ground -water standards, as
defined in rule 15A NCAC 13B .1634(g) through (h). NCDEQ Environmental Reporting (EMR) forms
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10

shall be submitted with each monitoring report and shall be certified and sealed by a NC -licensed
geologist. A copy of the EMR form is provided in Exhibit C.
6.2.1 OPTIONAL STATISTICAL METHODS
If the landfill owner or operator chooses, groundwater monitoring data for landfill compliance wells
may be evaluated using statistical procedures. This is not a requirement under rule 15A NCAC 13B
.1632(g) for the facility. The statistical tests used to evaluate the groundwater monitoring data may
be those outlined in rule 15A NCAC 13B .1632(g) (1) through (5) and shall comply with the
performance standards set forth in the rule. If statistical evaluation of groundwater monitoring data
is selected, it will be performed in compliance with 15A NCAC 13B .1632 (g), (h), and (i) and the
USEPA's Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities, Unified Guidance,
Office of Solid Waste, Waste Management Division, US EPA, dated March 2009.
6.3 WELL REHABILITATION AND ABANDONMENT
The Facility operator shall take precautions to avoid disturbing any monitoring well, including
informing staff not to contact the wells when mowing or traversing the site. Should wells become
irreversibly damaged or require rehabilitation, the SWS shall be notified. If monitoring wells and/or
piezometers within unconsolidated formations are damaged irreversibly they shall be abandoned by
over -drilling and/or pulling the well casing and plugging the well with an impermeable,
chemically -inert sealant such as neat cement grout and/or bentonite clay.
For wells located in bedrock, the abandonment shall consist of plugging the interior well riser and
screen with an impermeable neat cement grout and/or bentonite clay sealant. Piezometers in the
waste footprint shall be abandoned by over drilling the boring and backfilling with a bentonite-
cement grout. All well repairs or abandonment shall be performed by a NC -licensed well contractor
and certified by a NC -licensed geologist. The NC -licensed driller will certify and provide the proper
NCDEQ abandonment forms (GW-30) in accordance with 15A NCAC 2C rules. Abandonment reports
shall be submitted to the SWS within 30 days of abandonment field activities completion.
6.4 ADDITIONAL WELL INSTALLATIONS
All additional monitoring wells (new or replacement) shall be installed by a NC -licensed well
contractor under the supervision of a qualified geologist or engineer who is registered in North
Carolina and who shall certify to the SWS that the installation complies with the North Carolina
Regulations. Documentation for the installation of future well(s) shall be submitted by the NC -
licensed geologist after well completion. The NC -licensed driller will certify and provide the proper
NCDEQ well installation forms (GW-1) in accordance with 15A NCAC 2C rules. Well installation report
shall be submitted to the SWS within 30 days of installation activities completion.
Newly constructed wells shall be developed to remove particulates that are present in the well due to
construction activities, and to stabilize the static water level. Development of new monitoring wells
will be performed no sooner than 24 hours after well construction. Wells may be developed with
disposable bailers, a mechanical well developer, or other approved method.
A surge block may be used as a means of assessing the integrity of the well screen and riser. In the
event a pump is employed, the design of the pump will be such that any groundwater that has
contacted air is not allowed to drain back into the well. In general, each well will be developed until
sediment -free water with stabilized field parameters (i.e., temperature, pH, and specific
conductance) is obtained.
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Well development equipment (bailers, pumps, surge blocks) and any additional equipment that
contacts subsurface formations shall be decontaminated prior to on -site use, between consecutive
on -site uses, and/or between consecutive well installations. The purge water will be disposed of on
the ground surface at least 10 feet down -gradient of the monitoring well that is being purged, unless
field characteristics suggest the purge water should be containerized and disposed of by approved
means.
6.5 WELL MAINTENANCE
The existing monitoring wells shall be used and maintained in accordance with design specifications
throughout the life of the facility's monitoring program. Routine well maintenance will include
inspection and correction/repair of, as necessary, identification labels, concrete aprons, locking caps
and locks, and access to the wells.
Should it be determined that background or compliance monitoring wells no longer provide samples
representative of the quality of ground water passing the relevant point of compliance, the SWS shall
be notified. The owner shall evaluate the monitoring network and provide a plan to the SWS for
modifying, rehabilitating, decommissioning, or installing replacement wells or additional monitoring
wells, as appropriate.
6.6 PLAN MODIFICATIONS AND REVISIONS
At a future time, it may be appropriate to modify this plan (e.g. add or delete sampling locations or
analytical parameters). Such changes require advance approval from the SWS. Also, this plan will
be reviewed periodically and amended as needed. Users of this plan are advised to utilize the most
recent edition as well as any guideline updates or memos that may have been issued by the SWS
after the approval and implementation of this plan.
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Figure 1
Site Location Map
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yo
HOOSP
H RO - cSo
\
�
0
0
LEATHERWOOD LN
Py G 0
�O UR
� PO QP1R101pP
R
KS\0� 0
OBE
P
0 OR
�
AUTUMN DR' ��
v
a
l
R
FSTOp Z PVCVM
J
WOODSIDE DR
Q A
4y Mq/NSr� m
�P�
PARALLEL DR
a '
m a
PLAZA DR
i
SCALE:
0 1000 2000 3000
APPROXIMATE SCALE IN FEET
SITE LOCATION
CHARLOTTE MOTOR SPEEDWAY LANDFILL
BASE MAP SOURCE:
5105 MOREHEAD ROAD
USGS TOPOGRAPHIC MAP, 7.5 MINUTE SERIES,
CONCORD, NC 28027
HARRISBURG, NORTH CAROLINA, 2016
SCS ENGINEERS
FIGURE 1 - SITE LOCATION MAP

Figure 2
Water Quality Monitoring Locations
Water Quality Monitoring Plan www.scsengineers.com
F-2

LEGEND
BMW-# - GROUNDWATER (GW) MONITORING WELL
p SW-# - SURFACE WATER SAMPLE LOCATION
700 - 10 FOOT ELEVATION CONTOUR
- - - - - PROPERTY LINE
-- - - - -- - LIMITS OF WASTE
PHASE 1 EXTENTS
PHASE 2 EXTENTS
- PHASE 3 EXTENTS
UNDER CONSTRUCTION PHASE 4
AREA OF THE LANDFILL WITH A FINAL
COVER SYSTEM
1 1
M-
-�0
1 �y
EXISTING °
PHASE 1 EXTENTS
° 1
CELL
2L
CELL 1 B
LL
NOTES:
1. LANDFILL TOPOGRAPHY FROM JANUARY 9, 2021 AERIAL
SURVEY BY COOPER AERIAL SURVEYS.
2. SW-1 LOCATED UPSTREAM ON ROCKY RIVER BENEATH
US 29 OVERPASS.
EXISTING PHASE 2 EXTENTS -
—'15
♦ '' CELL 2C
0-1
CELLE 2A
�.� CELL 2B /
7
7 . CELL 2E
d
CELL 2D
SW-2
f
W
- - —27
vea
CELL 2H
CELL 2G
CELL 2F _
UNDERDRAIN OUTLET
lU'VVI _<UD=3 -
•O
W—
N W ff.4
BMW-17A PHASE 4 EXTENTS
1 M —17AR , •\
1
� R �--
i OWN p-- I h--7'1730S�ll L
1 f�J
1 �
° A ADMIN. BUILDING
. MAINTENANCE O
BUILDINGS
SW-1 ,� SCALE &
• ` SCALE HOUSE_' %
` - M W-1 0
SEE NOTE 2 � � - MW 10��
LEACHATE 1 LFG-TO-ENERGY
TREATMENT PRODUCTION BUILDINGS
BUILDING
SITE
ENTRANCE
0 450 900 1350
SCALE IN FEET
v
M W— 42
1
CELL 2M
1
CELL 2J • i CELL 2K
1 .
1 1 W�t
J MAL-
W-35
1
Z
1
O
1
Z
I
Z0
O
1
1
G
r
ILLuu
0
1
�M — 40
?
'
J
J
I
p
LLJ
1
Z
1
�
t
0
—39 /
�
1
w
J
W
W-3/7/�
rJ
-MW-36
I
EXISTING PHASE
3 EXTENTS
• .0
z
w
J
V
w
J
F-
F-
U
w
0
a
Q
J
ti
N
o
J_
LL
p
Q
co
N O
U o
p
LL1
z N
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R
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r
o
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o �
M
mQ
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r►
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a
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co
Or00
N
u Q o
LVLu
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Q
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T
r
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r
m
/
arc?
J
0
0
Z Q°z�
W Lu
°o
is
� Z
N
�U N Q O
ON
r
V� NUa
o
0
z
Z
o
DATE:
OCTOBER 2023
SCALE:
AS SHOWN
DRAWING NO.
ol
of i

Figure 3
Monitoring Well Diagram
Water Quality Monitoring Plan www.scsengineers.com
F-3

00
CR
0
N
N
O
W
Q
z
Ld
J
L,
O
N
O
N
1
O
L Li
a
0
ABOVE GROUND
WELL CASING
LOCKING CAP
2'X2' FLUSH MOUNT
EXISTING
GROUND SURFACE CONCRETE PAD
a
a
s a sa
a n
mor
CEMENT GROUT
(PORTLAND TYPE 1) �
:!--CONFINING LAYER
WELL SCREEN
RISER PIPE
BENTONITE SEAL
SAND PACK AROUND
SCREEN
}
0]
• REnmacm FROM FLORIDA DEPAmmENf OF ENVIRONMENDIL PROTECTION 'L10NRORING WELL Dmm
Q AND COWMUCRON GUIDANCE MANUAL', 2008 (R8-18-010-APPENDIX 2)
0_
SCS ENGINEERS, PC
FIGURE 3 - TYPICAL MONITOR WELL CONSTRUCTION

Table 1
Monitoring Well Construction
Water Quality Monitoring Plan www.scsengineers.com
F-3

WELL CONSTRUCTIONSUMMARY
WATER QUALITY MONITORIN PLAN
CHARLOTTE MOTOR SPEEDWAY, LANDFILL V
Phase
Well
Northing
Easting
Ground
Surface
Elevation
Top of
Casing
Elevation
Stickup
Total
Depth
Elevation of
Bottom of
Boding
Depth to
Partially
Weathered
Rock
Elevation of
Partially
Weathered
Rock
Depth to Rock
Elevation
of Rock
Depth to
Top of
Screen
Top of
Screen
Elevall on
Depth to
Bottom of
Screen
Bottom of
Screen
Elevation
Screen
Thickness
Litho. Unit
Hydro. Unit
cgmmenfs
(ff. amsp
(ft. amsp
(ft.)
(ff.)
(ft. amsp
(ft.)
(ff. amsp
(ft.)
(ff. amsp
(ff.)
(ff. amsp
(ff.)
(ft. amsp
(U.)
1
MW-lA
589012.548
1502604.566
576.45
579.45
3
17
559.45
NA
NA
NA
NA
6.5
569.95
16.5
559.95
10
"Gneiss"
Soil
Likely Diorite
1
MW-lB
589012.548
1502604.566
578.24
580.74
2.5
32
546.24
24
554.24
29
549.24
25.5
552.74
31.5
546.74
5
"Gneiss"
Bedrock
Likov Diorite
1
MW-2A
587925.997
1502545.587
577.67
579.92
225
17
560.67
NA
NA
NA
NA
4.5
573.17
16.5
561.17
2.5
Diorite•'•
Soil
1
MW-2B
587912.904
1502534.016
576.92
579.92
3
37
539.92
26
550.92
30
546.92
26
550.92
36
540.92
10
Diorite"'
Bedrock
5
MW-10
587262.857
1501693.493
575.90
578.10
2.2
25
550.90
NA
NA
NA
NA
9.5
566.40
24.5
551.40
15
Dionte*
Soil
MW-10A
587262.857
1501693.493
576.17
578.67
2.5
43
533.17
NA
NA
32.5
543.67
32.5
543.67
42.5
533.67
10
Dionte"'
Bedrock
I
MW-11
588977.331
1504541.502
636.62
638.82
2.2
22
614.62
NA
NA
NA
NA
6.5
630.12
21.5
615.12
15
Dionte-
Soil
MW-12
589652.175
1502979.749
594.49
596.69
2.2
26
568.49
NA
NA
NA
NA
1 10
584.49
1 25
569.49
1 15
Diorite...
Soil
1
MW-14
587899.549
15049806859
627.54
629.56
2.02
15
612.54
1
626.54
12.8
614.74
5
622.54
15
612.54
10
Diorte^*
I PWR
1
MW-14B
587850.011
15050646753
627.56
629.82
2.26
50
577.56
1
626.56
12.8
614.76
40
587.56
50
577.56
10
Diorite***
Bedrock
1
MW-15
58687160366
15054156301
618.10
620.60
2.5
9.5
608.60
NA
NA
9.5
608.60
4
614.10
9
609.10
5
Dionte***
Soil
2
MW-16
585653.703
1505654.468
604.03
606.53
2.5
27
577.03
23.5
580.53
NA
NA
12
592.03
27
577.03
15
Dionte
Soil/PWR
4
MW-17R
584604.44
15040976160
558.55
561.78
3
1 18
540.55
15
543.55
1 22
536.55
6
552.55
18
540.55
12
Diorite
Soil/PWR
4
MW-17AR
584610.75
1504096.190
558.59
561.64
3
30
528.59
15
543.59
22
536.59
20
538.59
30
528.59
10
Dionte
Bedrock
1
MW-18A
584658.688
15032586693
579.31
581.81
2.5
26
553.31
NA
NA
26
553.31
11
568.31
26
553.31
15
Syenite,
PWR
Assumed rock depth
1
MW-19
585155.848
1503186.087
586.08
588.58
2.5
53
533.08
NA
NA
53
533.08
25
561.08
40
546.08
15
Diorite***
PWR
Assumed rock depth
1
MW-19AR
585155.848
1503186087
586.17
588.07
1.9
71
515.17
NA
NA
53
1 533.17
61
525.17
1 71
515.17
10
Diorite***
Bedrock
Assumed rock depth
1
MW-20AR
586092.717
1503211.489
582.78
585.28
2.5
19.7
563.08
NA
NA
9
573.78
8.3
574.48
18.3
564.48
10
Diorite***
I Soil
1
MW-20B
586092.717
15032116489
581.43
583.57
2.14
60
521.43
NA
NA
11
570.43
45
536.43
60
521.43
15
Dionte"
Soil
1
MW-21
586674.371
1502868.591
579.43
581.99
2.56
20
559.43
7
572.43
20
559.43
10
569.43
20
559.43
10
Diorite***
PWR
1
MW-22
587314.247
1502996.856
583.71
586.21
2.5
13
570.71
NA
NA
13
570.71
2.5
581.21
12.5
571.21
10
Diorite
Soil
1
MW-22A
587314.247
15029966856
583.53
586.13
2.6
26
557.53
NA
NA
15.5
568.03
21
562.53
26
557.53
5
Dionte
Bedrock
4
MW-24
585310.927
1504239.235
574.50
576.00
1.5
30
544.50
NA
NA
30
544.50
20
554.50
30
544.50
10
Syenite
Soil/PWR
Assumed rock depth
1
MW-25
587428.551
1502970.342
589.00
589.00
0
20.8
568.20
7
582.00
20.8
568.20
10.8
578.20
20.8
568.20
10
Diorite***
PWR
2
MW-26
585074.598
1505960.33
592.36
594.86
2.5
20
572.36
NA
NA
NA
NA
5
587.36
20
572.36
15
Dionte
Soil/PWR
2
MW-27
584646.73
1506060.422
578.82
581.32
2.5
12.5
566.32
NA
NA
NA
NA
2.5
576.32
12.5
566.32
10
Dionte
Soil
2
MW-28
583886.994
1506289.934
571.95
574.45
2.5
23
548.95
9
562.95
NA
NA
8
563.95
20
551.95
12
Dionte
Soil/PWR
3
MW-29R
583153.3
1506273.4
563.27
565.61
2.34
22.7
540.57
11
552.27
NA
NA
5
558.28
20
543.27
15
Dionte
Soil/PWR
Assumed Dionte
3
MW-30R
583359.1
1504850.7
585.77
587.84
2.07
33.2
552.57
24.1
561.67
NA
NA
18
567.77
33
552.77
15
Diorite
Soil/PWR
Assumed Dionte
2
MW-31
583669.983
1504988.978
589.76
592.26
2.5
30
559.76
12.5
577.26
NA
NA
15
574.76
30
559.76
15
Dionte
PWR
3
MW-32R
583967
1504900.4
585.36
587.80
2.44
28.5
556.86
13
572.36
NA
NA
13.5
571.86
28.5
556.86
15
Diorite
PWR
Assumed Dionte
2
MW-33
584254.832
1504461.194
573.20
575.70
2.5
30.5
542.70
19.5
553.70
NA
NA
15.5
557.70
30.5
542.70
15
Dionte
Soil/PWR
2
MW-34
584444.191
15042806597
575.21
577.71
2.5
30
545.21
16.5
558.71
NA
NA
15
560.21
30
545.21
15
Syenite
Soil/PWR
Nature -Extent
MW-18AR2
584486.50
1503495.62
575.93
579.05
3
35
535.41
20
555.93
22
553.93
15
560.93
35
535.41
20
Dionte
Bedrock
Nature -Extent
MW-18R2
584492.62
1503498.08
576.26
579.05
3
50
553.60
20
556.26
22
554.26
42
534.26
50
535.41
8
Diorite
Soil/PWR
Nature -Extent
MW-19AR
585080.3
1503080.9
58009
582.82
2.73
52.7
527.39
NA
NA
36.4
543.69
41
53909
51
529.09
10
Dionte
Bedrock
Nature -Extent
MW-19R
585077.1
1503087.8
580.17
582.53
236
35
545.17
NA
NA
NA
NA
20
560.17
35
545.17
10
Dionte
Soil/PWR
NOteS:
ms/-m ea level
has - below ground surface NA - not applicable
"No lops can be located: Depths and screen interval from well tans or fables; lithology based on field observations.
"Somen intervals estimated based on conventional practice at the time of the earlier investigation and nearby bonnq records.
'* bthology assumed from soil description andlor field observation
Ground elevation determined by subtracting 2. 5 feet from surveyed well head data Bonnq numbers followed by "c" we b, comd.
In to rm ation fro mIN stab! eis fire mTable 1 ofthe"Design Hydr oqeoloqic Report , CMSLandfill V -Phase 3"prepared by Davitl Garrett andAssoc iotes, dated May 2009 and cop m ved by NCDENR on July 15, 2009, with in aexcept In a of
wellsM W-29R, M W-30R, M W-32R, M WABA R. M W1 SR. MW-19AR, and MW" 19Rfromwhich the informal io a wasderived from the "Record of Monit on nq Welllastallations" datedJanunry 13, 2011 by David Garrett &Associates.

Table 2
Sample and Analysis Plan
Water Quality Monitoring Plan
Table 1
www.scsengineers.com

Table 1
Sample and Analysis Plan
Charlotte Motor Speedway - Landfill V, Permit #13-04
Analyses
Location ID
LEACHATE
MW-IA
First Semi- Annual
Appendix I p>
X
X
Second Semi- Annual
Appendix I ti>
X
Rotating 1-4 Dioxane (z)
X
Field Paramteres (3)
Appendix II every third
year (a)
MW-113
X
X
X
X
MW-2A
X
X
X
X
lir
MW-213
X
X
X
X
MW-10
X
X
X
X
MW-10A
X
X
X
X
MW-11
X
X
X
X
MW-12
X
X
X
X
MW-14
X
X
X
X
MW-14B
X
X
X
X
MW-15
X
X
X
X
MW-16
X
X
X
X
MW-17R
X
X
X
X
MW-17AR
X
X
X
X
MW-18A
X
X
X
X
X
MW-18AR2
X
X
X
MW-18R2
X
X
X
MW-19
X
X
X
X
X
MW-19A
X
X
X
X
X
MW-19AR
X
X
X
X
MW-19R
X
X
X
X
MW-20AR
X
X
X
X
MW-20B
X
X
X
X
X
MW-21
X
X
X
X
MW-22
X
X
X
X
X
MW22A
X
X
X
X
X
MW-25
X
X
X
X
X
MW-26
X
X
X
X
X
MW-27
X
X
X
X
MW-28
X
X
X
X
MW-29R
X
X
X
X
MW-30R
X
X
X
X
MW-31
X
X
X
X
MW-32R
X
X
X
X
X
MW-33
X
X
X
X
X
MW-34
X
X
X
X
X
MW-35
X
X
X
X
MW-36
X
X
X
X
MW-37
X
X
X
X
MW-38
X
X
X
X
MW-39
X
X
X
X
MW-40
X
X
X
X
MW-41
X
X
X
X
MW-42
X
X
X
X
SW-1
X
X
X
X
SW-2
X
X
X
X
SW-3
X
SW-4kj�iiiX
Notes:
1) Appendix I VOC, Appendix I Metals, and Mercury. Mercury analysis requirement subject to change based on future events.
2) 1-4 dioxane analyses to be performed on a rotating yearly and seasonal schedule.(first semi-annual even years, second semi-annual odd years)
3) Groundwater and surface water parameters = pH, dissolved oxygen (DO), temperature, turbidity, and specific conducitivity.
Leachate parameters = pH, temperature, and specific conductivity
4) only analyze for Appendix II parameters detected in previous Appendix IT monitoring event (next event scheduled for first semi-annual 2023)
* denotes proposed monitoring well and surface water sampling locations

Exhibit A
Monitoring Well Logs
Water Quality Monitoring Plan
Exhibit A
www.scsengineers.com

Date Started
: 9/7/23
Date Completed
:9/12/23
LOG OF BORING
MW-17R
M3
Hole Diameter
: 8 in
Drilling Method
: H.S.A.
(Page 1 of 1)
Depth to water (bgs)
: 6.62
CMS Landfill
SCS Field Personnel
: J. Hamela
Well Material
: PVC
5105 Morehead Road
Northing
: 584604.44
Well Diameter
: 2 in
Facility Permit 44-07
Easting
: 1504097.16
Well Slot
: 0.01 in
Concord, Cabarus County, NC
Driller / Company
: R. Phillips / IET
Sand Pack
: GP #1
Project # 02222314.18
Logged By
: J. Hamela
Total Well Depth
: 18 ft
am
LL
U
c
Surf.
_
Elev.
U
Q
Q
558.55
U
of
Q
Z)
(D
01 558
fSM
DESCRIPTION
Topsoil with roots
SILTY SAND, with GRAVEL, Poorly Graded, tan, brown, gray
` " ROCK BOULDER, gray, black, dry
GRI"_ _
SILTY SAND, with traces of clay, brown, tan, damp
SM
5
SILTY SAND, with traces of clay, tan, brown, damp to wet,
553
a
9
U
15
PWR with SILTY SAND, tan, brown, wet,
r
GP
V
V
J
7
u
J_
L
TOB at 18 feet bgs
e
L_ bgs = below ground surface
SAA = same as above
V
PWR = partially weathered rock
TOB = termination of boring
Well: MW-17R
Elev.: 561.7,�
over
3rout
Seal
Riser
Sand Pack
FLJ—
Screen

Date Started : 9/5/23
Date Completed :9/12/23
LOG OF BORING MW-18R2
Hole Diameter : 8 in
Drilling Method : H.S.A.
(Page 1 of 1)
Depth to water (bgs) : 23.45
SCS Field Personnel : J. Hamela
CMS Landfill
Well Material : PVC
5105 Morehead Road
Northing : 584486.50
Well Diameter : 2 in
Facility Permit 44-07
Easting : 1503495.62
Driller / Company : R. Phillips / IET
Logged By : J. Hamela
Well Slot : 0.01 in
Sand Pack : GP #1
Total Well Depth : 35 ft
Concord, Cabarus County, NC
Project # 02222314.18
(D
Well: 18R2
u-
.S
Surf.
=
Elev.:579.05
Elev.
U)
0-
DESCRIPTION
Q575.93
?
0
Cover
0
SILTY SAND, with traces of clay, red -brown, brown, fill, dry
575
SM
5
SANDY SILT, with traces of clay, tan, 6-10' damp to wet
Grout
570
SM
Riser
10
SILTY SAND, with PWR fragments, brown, gray, dry
565
SM
Seal
15
SAA with PWR fragments, brown, dry
560
SM
20
PWR with SILTY SAND, brown, gray, dry
555
SM
ROCK, Syenite, dry
GP
Sand Pack
.ROCK,
25
Diabase, dry
Screen
550
ROCK, Diorite, wet
o.o Q.o Q.o
at 29 feet bgs apparent fracture
30
°o°00000
545
BR
0.p.0.p.O.p
oo°oo°oo°
0.p.0.p.O.p
oo°oo°oo°
0.p.0.p.O.p
35
°
TOB at 35 feet bgs
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
TOB = termination of boring

Date Started : 9/7/23
Date Completed :9/12/23
LOG OF BORING MW-17AR
Hole Diameter : 8 in
Drilling Method : H.S.A.
(Page 1 of 1)
Depth to water (bgs) : 6.62
SCS Field Personnel : J. Hamela
CMS Landfill
Well Material : PVC
5105 Morehead Road
Northing : 584610.75
Well Diameter : 2 in
Facility Permit 44-07
Easting : 1504096.19
Driller / Company : R. Phillips / IET
Logged By : J. Hamela
Well Slot : 0.01 in
Sand Pack : GP #1
Total Well Depth : 30 ft
Concord, Cabarus County, NC
Project # 02222314.18
(D
Well: MW-17AR
LL
.S
Surf.
=
Elev.:561.64
Elev.
Cl)
CL
DESCRIPTION
n
Q
558.59
U
?
Q
�
Cover
0
558
Topsoil with roots
r..
u
SILTY SAND, with GRAVEL, Poorly Graded, tan, brown, gray
SM
GR
ROCK BOULDER, gray, black, dry
SILTY SAND, with traces of clay, brown, tan, damp
SM
5;
553
SILTY SAND, with traces of clay, tan, brown, damp to wet
u.
u:
Grout
10
S M
u:
548
u
u
uRiser
15'
543
PWR with SILTY SAND, tan, brown, wet
Seal
GP
20
538
PWR, tan, brown, wet
GP
o.°y°v °y°v ° •
O,o.0.0.0:0
ROCK, Diorite
oo°o o"o o"o
at 22-23 feet apparent fracture
Sand Pack
25
°o°o o:o 0
o
Screen
533
BR
O,o.0,0.0,0
0,0.0,0.0,0
0,0.0,0.0,0
0,0.0,0.0,0
0 oeoo oeoo o°°
30
TOB at 30 feet bgs
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
TOB = termination of boring

Date Started : 9/6/23
Date Completed :9/12/23
LOG OF BORING MW-18AR2
Hole Diameter : 8 in
Drilling Method : H.S.A.
(Page 1 of 1)
Depth to water (bgs) : 24.52
SCS Field Personnel : J. Hamela
CMS Landfill
Well Material : PVC
5105 Morehead Road
Northing : 584492.62
Well Diameter : 2 in
Facility Permit 44-07
Easting : 1503498.08
Driller / Company : R. Phillips / IET
Logged By : J. Hamela
Well Slot : 0.01 in
Sand Pack : GP #1
Total Well Depth : 50 ft
Concord, Cabarus County, NC
Project # 02222314.18
(D
Well: 18AR2
u-
.S
Surf.
=
Elev.:579.05
n
Elev.
U
Q
DESCRIPTION
� Cover
Q
576.26
07
0�
-
Z)
(D
0
576
SILTY SAND, with traces of clay, red -brown, brown, fill, dry
SM
5
571
SANDY SILT, with traces of clay, tan, 6-10' damp to wet
SM
10
566
SILTY SAND, with PWR fragments, brown, gray, dry
SM
15
561
SAA with PWR fragments, brown, dry
SM
Grout
20
556
SM
PWR with SILTY SAND, brown, gray, dry
ROCK, Syenite, dry
GP
Riser
25
551
ROCK, Diabase, dry
o°o oeo oeo
ROCK, Diorite, wet
°•p;o •p;o •p;o
at 29 feet bgs apparent fracture
30
546
°.O; o •� o •� o
O.p.O.p.O.p
oo°oo°oo°
O.p.O.p.O.p
oo°oo°oo°
35
541
O.p.O.p.O.p
oo°oo°oo°
O.p.O.p.O.p
BR
o.o•Q.o•Q.o
Seal
40
536
oo°oo°oo°
O.p.O.p.O.p
oo°oo°oo°
O.p.O.p.O.p
oo°oo°oo°
O.p.O.p.O.p
45
531
°.q;o q;o q;6
at 45-46 feet apparent facture
Sand Pack
ooe"ooe"ooe°
o.o.o
Screen
0,0.0,0.0,0
50
TOB at 50 feet bgs
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
TOB = termination of boring

0
N
N
7
N
Date Started
: 10/22/2020
Rm
Date Completed
:10/22/2020
LOG OF BORING MW-35
ilimma
Hole Diameter
: 8 in
Drilling Method
: H.S.A.
(Page 1 of 1)
Depth to water JOC)
: 6.1 ft
Charlotte Motor Speedway Landfill
SCS Personnel
: B.Eigenberger
Well Material
: PVC
5105 Morehead Road
Northing Coord.
: TBD
Well Diameter
: 2 inch
Facility Permit 13-04
Easting Coord.
: TBD
Well Slot
: 0.01"
Concord, NC 28027
Driller / Company
: Johnathan / IET
Sand Pack
: GP #1
Project # 02201314.91
Logged By
: B.Eigenberger
Total Well Depth
: 20 ft
m
u-
c
Surf.
Elev.
U
U
Q
07
o
0
2
4
0
M
10
12
14
16
18
20
22
U
DESCRIPTION
SANDY SILT, brown, dry
MIL
SILTY SAND, brown, black, moist,
SM
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable
TBD = to be determined
Auger Refusal at 20'
Water level at 2.6' bgs on 11/12/2020
Well: MW-35
Elev.: TBD
Cover
Surface
Casing
Riser
Grout
Seal
Sand Pack
Screen

0
N
N
7
Date Started
: 10/23/2020
Rm
Date Completed
:10/26/2020
LOG OF BORING MW-36
ilimma
Hole Diameter
: 8 in
Drilling Method
: H.S.A.
(Page 1 of 1)
Depth to water JOC)
: 9.7 ft
Charlotte Motor Speedway Landfill
SCS Personnel
: B.Eigenberger
Well Material
: PVC
5105 Morehead Road
Northing Coord.
: TBD
Well Diameter
: 2 inch
Facility Permit 13-04
Easting Coord.
: TBD
Well Slot
: 0.01"
Concord, NC 28027
Driller / Company
: L.Knox / IET
Sand Pack
: GP #1
Project # 02201314.91
Logged By
: B.Eigenberger
Total Well Depth
: 20ft
m
u-
U
c
Surf.
_
Elev.
U
Q
Q
�
o'
Q
C�
0
2--1 1 SM
DESCRIPTION
SILTY SAND with clay, light brown, dry
4
SILTY CLAY, brown, dry
CL
6
SILTY SAND with clay, brown, light brown,
8
10
12
SM
14
16
18
20 ............
Auger Refusal at 20'
Water level at 6.7' bgs on 11/10/2020
22
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable
TBD = to be determined
Well: MW-36
Elev.: TBD
Cover
Surface
Casing
Riser
Grout
�4Seal
Sand Pack
Screen

Date Started : 10/21/2020
Completed :10/21/2020
LOG OF BORING MW-37
141 lamDate
Hole Diameter : 8 in
Drilling Method : H.S.A.
(Page 1 of 1)
Depth to water JOC) : 14.95
SCS Personnel : B.Eigenberger
Charlotte Motor Speedway Landfill
Well Material : PVC
5105 Morehead Road
Northing Coord. : TBD
Well Diameter : 2 inch
Facility Permit 13-04
Easting Coord. : TBD
Driller / Company : Johnathan / IET
Logged By : B.Eigenberger
Well Slot : 0.01"
Sand Pack : GP #1
Total Well Depth : 20ft
Concord, NC 28027
Project # 02201314.91
(D
Well: MW-37
u-
.S
Surf.
=
Elev.: TBD
Elev.
U
Q
DESCRIPTION
Cover
n
��
o
D
(D
Surface
Casing
0
SANDY SILT, brown, very fine grained, dry
Riser
Grout
2
Seal
4
MIL
6
8
10
Sand Pack
SILTY SAND, grey, brown, moist
12
Screen
14
SM
16
18
20
Auger Refusal at 20'
22
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable
TBD = to be determined

Date Started : 10/21/2020
Completed :10/21/2020
LOG OF BORING MW-38
141 lamDate
Hole Diameter : 8 in
Drilling Method : H.S.A.
(Page 1 of 1)
Depth to water JOC) : 15.22 ft
SCS Personnel : B.Eigenberger
Charlotte Motor Speedway Landfill
Well Material : PVC
5105 Morehead Road
Northing Coord. : TBD
Well Diameter : 2 inch
Facility Permit 13-04
Easting Coord. : TBD
Driller / Company : Johnathan / IET
Logged By : B.Eigenberger
Well Slot : 0.01"
Sand Pack : GP #1
Total Well Depth : 16 ft
Concord, NC 28027
Project # 02201314.91
(D
Well: MW-38
u-
c
Surf.
=
Elev.: TBD
4_�
Elev.
v7
0-
DESCRIPTION
Cover
U)
OSurface
Casing
0
SILTY SAND, brown, black, tan, moist,
Riser
Grout
2
Seal
SM
4
6
SILTY SAND, red -brown, dry
8
SM
Sand Pack
10
CLAYEY SILT, brown, tan, moist -saturated
Screen
12
ML
14
16
Auger Refusal at 16'
Water level at 11.02 bgs ft on 11/13/2020
18
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable
TBD = to be determined

Date Started : 10/20/2020
Completed :10/20/2020
LOG OF BORING MW-39
141 lamDate
Hole Diameter : 8 in
Drilling Method : H.S.A.
(Page 1 of 1)
Depth to water JOC) : 15.75 ft
SCS Personnel : J. Hamela / B.Eigenberger
Charlotte Motor Speedway Landfill
Well Material : PVC
5105 Morehead Road
Northing Coord. : TBD
Well Diameter : 2 inch
Facility Permit 13-04
Easting Coord. : TBD
Driller / Company : Johnathan / IET
Logged By : B.Eigenberger
Well Slot : 0.01"
Sand Pack : GP #1
Total Well Depth : 17 ft
Concord, NC 28027
Project # 02201314.91
(D
Well: MW-39
LL c
Surf.
=
Elev.: TBD
4_�
Elev.
0)
0-
DESCRIPTION
Cover
Surface
(D
Casing
0
SANDY SILT, trace clay, red -brown, tan,brown, dry
Riser
Grout
2
Seal
4
ML
6
8
SANDY SILT with clay, light brown, saturated/wet
ML
Sand Pack
10
SILTY SAND, light brown, saturated/wet
Screen
12
SM
14
16
Auger Refusal at 17'
Water level at 12.13' bgs on 11/13/2020
18
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable
TBD = to be determined

Date Started : 10/26/2020
Completed :10/26/2020
LOG OF BORING MW-40
141 lamDate
Hole Diameter : 8 in
Drilling Method : H.S.A.
(Page 1 of 1)
Depth to water JOC) : 10.3 ft
SCS Personnel : B.Eigenberger
Charlotte Motor Speedway Landfill
Well Material : PVC
5105 Morehead Road
Northing Coord. : TBD
Well Diameter : 2 inch
Facility Permit 13-04
Easting Coord. : TBD
Driller / Company : Johnathan / IET
Logged By : B.Eigenberger
Well Slot : 0.01"
Sand Pack : GP #1
Total Well Depth : 19.0 ft
Concord, NC 28027
Project # 02201314.91
(D
Well: MW-40
u-
.S
Surf.
=
Elev.: TBD
4_�
Elev.
0)
0-
DESCRIPTION
Cover
U)
OSurface
Casing
0
SANDY SILT, dark brown, dry
C�i�oPCCt
2
ML
Seal
4
Clayey Sand, brown, dry
6
SC
8
10
SANDY SILT, grey -brown, saturated/wet
Sand Pack
12
Screen
14
ML
16
18
Auger Refusal at 19'
Water level at 7.1' bgs on 11/13/2020
20
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable
TBD = to be determined

0
N
N
7
Date Started
: 10/21/2020
Rm
Date Completed
:10/21/2020
LOG OF BORING MW-41
ilimma
Hole Diameter
: 8 in
Drilling Method
: H.S.A.
(Page 1 of 1)
Depth to water JOC)
SCS Personnel
: 18.2 ft
: J. Hamela / B.Eigenberger
Charlotte Motor Speedway Landfill
Well Material
: PVC
5105 Morehead Road
Northing Coord.
: TBD
Well Diameter
: 2 inch
Facility Permit 13-04
Easting Coord.
Driller / Company
Logged By
: TBD
: Johnathan / IET
: B.Eigenberger
Well Slot
Sand Pack
Total Well Depth
: 0.01"
: GP #1
: 23.0 ft
Concord, NC 28027
Project # 02201314.91
m
u-
U
c
Surf.
_
Elev.
Q
U
U)
Q
Q
D
C�
4
6
SM
8
10
12
14
DESCRIPTION
SILTY SAND w/ clay, red -brown, brown, dry
Auger Refusal at 23'
24 Water level at 16.3' bgs on 11/13/2020
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable
TBD = to be determined
Well: MW-41
Elev.: TBD
r Cover
Surface
Casing
Riser
M. Grout
Seal
Sand Pack
Screen

Date Started : 10/21/2020
Completed :10/21/2020
LOG OF BORING MW-42
141 lamDate
Hole Diameter : 6 in
Drilling Method : H.S.A.
(Page 1 of 1)
Depth to water JOC) : 8.3 ft
SCS Personnel : J. Hamela
Charlotte Motor Speedway Landfill
Well Material : PVC
5105 Morehead Road
Northing Coord. : TBD
Well Diameter : 2 inch
Facility Permit 13-04
Easting Coord. : TBD
Driller / Company : IET
Logged By : B.Eigenberger
Well Slot : 0.01"
Sand Pack : GP #1
Total Well Depth : 15.0 ft
Concord, NC 28027
Project # 02201314.91
(D
Well: MW-42
LL c
�
Surf.
Elev.
0)
=
0-
DESCRIPTION
Elev.: TBD
Cover
Surface
(D
Casing
0
Topsoil with roots, dark brown, black, slightly moist
H
Riser
SANDY SILT with clay, brown, dark brown, dry -slightly moist
2
ML
Grout
4
SILTY SAND with PWR and clay, dark brown, wet/saturated
Seal
SM
6
CLAYEY SAND, saprolitic, brown, tan, dark brown, wet/saturated.
SC
$
Sand Pack
SILTY SAND with PWR and saprolite, saturated
10
Screen
SM
..
12
14
..........
.
Auger terminated at 15'
Water level at 5.8' bgs on 11/13/2020
16
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable
TBD = to be determined

aYiiiiiir,Q iAfilla�i�R �111w t�sdl
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WELL CONSTRUCTION RECORD
Westinghouse Environmental And
[LUNG CONTRACTOR Geotechnical Services, Inc.
FOR OFFICE USE ONLY
"-� Long. Pc
Nbter Saebt
11111114111 Code
Header Eat. f3W-1 EnL_
412 STATE WELL CONSTRUCTION
]KILLER REGISTRATION NUMBER PERMIT NUMBER: 12-0168-w�3
ELL LOCATION: (Show sketch of the location below)
Nearest Townt: Concord
Pitt S _
,.goad. Conulm 1tty, or Subdivision and Lot No.) .~
^WNER CM �vel °PmaLg9.1?
)DRESS _ 5105 Morehead Iogia
Sweet or Route Na 1
Harrisburg 28075
City or Town State ZIO Code
,,ATE DRILLED 11-21-91 USE OF WELL Monitoring
TOTAL DEPTH 17 CUTTINGS COLLECTED ❑ Yes ;] No
)ES WELL REPLACE EXISTING WELL? ❑ Yes ® No
STATIC WATER LEVEL. R-ZFT. C3 above TOP OF CASING,
0 below
TOP OF CASING IS 3 FT. LAND SURFACE.
YIELD (pomk NIA METHOD OF TEST
V* %TER ZONES (deotnk
CHLORINATION: Type N/A Amount
ASING:
Wall Thickness
Deotn Diameter or wetpnt/Ft. Material
From _ To 6.5 Ft." SCH 40 PVC
From —To Ft.�
From — To Ft.
ROUT:
Down Material
From = To 2 Ft. Portland/Bent.
From _ To_ -Ft.
SCREEN:
County Cab
Oeoth DRILLING LOG
From To Formation Oescrtonon
0 - 10' Red Brown Clavev Sandy SILT
10 - 17' Gray Brown Silty SAND
If additional soave is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State ROE
or otner mao reference courts)
Method _
Gravity Flow Tritcmie
Down Diameter Slot Size Material
From r, To I Ft. � In0.01 In. _—
PVC
Frim To Ft. In. in.
From To FL in. R
. GRAVEL PACK:
osotn Size Material
From 4-0 _ To 16 S Ft. Fine Fi I rPr Sand
From TO Ft.
:MARKS.
See Well Location Plan Attached
Well Number MW- LA
1 00 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTS IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTIOI
STANDARDS. AND THAT A COPY OF THIS RECORD HAS BEEV�ViDEI TQ T�JE W91 OWNER. ,

t]!Yf♦,�� iMIM��� �� ��
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WELL CONSTRUCTION RECORD
11WNG CONTRACTOR
Westinghouse Envirormental And
Geotechnical Services, Inc.
FM D>FtRU= f7 &V
IWL NO. Ser1a1 No.
IWt�sr flttaalts
a"* coda
Meader Ent aW-f Eat..
STATE WELL CONSTRUCTION
GRILLER REGISTRATION NUMBER 412 pERMIT NUMBER: 12-0168-w -0063
VELL LOCATION: (Show sttaicn of the location below)
Nearest Town: Concord
Pitt S
.Road. CorawAi ity, or Subdttnston and Lot NO.)
OWNER CMS DevelorIItent Cary
ODRESS 5105 More
treat or Routs No.j -
Harrisburg Nr 28075
City or Town State Zia Cods
uATE DRILLED 1 1-'I-QI USE OF WELL Monitoring
TOTAL DEPTH Z? CUTTINGS COLLECTED ❑ Yes ;] No
OES WELL REPLACE EXISTING WELL? ❑ Yea ® No
STATIC WATER LEVEL. 9.65 FT. O above TOP OF CASING.
1] below
TOP OF CASING IS 2.5 FT. LAND SURFACE.
YIELD Wornk ",� _ — METHOD OF TEST
WATER ZONES (death):
CHLORINATION: Tyoe N/A Amount
;ASING.
Wall Thickness
Oaotn Diameter or Weignt/Ft. Material
From To 25.5 Ft.�_ SCH 40 PVC
From To Ft.
From To Ft.
County: Cabbanin
Death DRILLING LOG
From TO Formation Description
.:, to Clayey Sandi SILT
- -1' SAND
24' - 29' -Partially Weathered Rock
?qf- J?f Rnrk - QnaiSa
It additional soave is needed use back of form.
(Show direction and distance from at least two State R
or otner mao reference ootnts)
TROUT:
Death Malarial Method
From 0 To 21 Ft. Portland/Bent. Gravity Flow Trimmie
From TO Ft.
2. SCREEN
Depth Diameter Slot Size Material
From 25.5 To 31.5 Ft. _2'9 K 0.01 In. PVC
Frain To Ft. h in.
From To FL imR
GRAVEL PACK:
Dectn Size Material
From 23 To 31.5 Ft. Fi-ne Filrar Sand
From To Ft.
°MARKS:
See Well Location Plan Attached
Well Nallber MW-1 B
DO HEREBY CERTIFY THAT THIS WELL WA
STANDARDS. AND THAT A COPY OF THIS RECi
IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTI
7YIr7E13 �O jEI.L OWNER. / I r//
1 r v' F7

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WELL CONSTRUCTION RECORD
Westinghouse Environmental And
ING CONTRACTOR Geotechnical Services, Inc.
• �wr rrlrp�G 1M7L Milt/
9off w NO.
LSL Loge. PC
1W110r sown
SWAB cad.
Murder Eft f3W-1 Ent_
STATE WELL CONSTRUCTION
LLER REGISTRATION NUMBER 412 PERMIT NUMBER: 12-0168-um-0063
L LOCATION: (Show Sketch of the locanon below)
jarest Town: Concord
Pitt Schaul Road
._d. Community. or Subdivision and Lot No.)
wNER CMS Develorment CorrD
LESS 5105 Moreh
treet or Route No.j
Harrisburg NC 28075
City or Town State ZIP Cod*
c DRILLED
> > -')I ni USE OF WELL Monitoring
7TAL DEPTH CUTTINGS COLLECTED ❑ Yea ;No
5 WELL REPLACE EXISTING WELL? Q Yes ®No
-ATIC WATER LEVEL: 7-89 FT. O above TOP OF CASING.
O below
'OP OF CASING IS 2 _ 5—_ FT. LAND SURFACE.
LLD (ppm): *T METHOD OF TEST
A' :R ZONES (dentnt
ALORINATION: Type N/A Amount
ING:
Wall Thickness
- Depth Diameter or wetpnUFt. Material
From 0� To-4-9 Ft. 2" SCH 40 PVC
From To Ft.
From To Ft.
UT:
Depth Matena 1
From 0 To 1.0 Ft. Portland/Bent.
From . To Ft.
CREEN:
County Cabbarvs
Depth DRILLING LOG
From TO Formation Description
_�= 12' ,
Sandy SILT
12' - 17'_ Dark Gray�Silry Sand
If additlonsl soa is needed use back of form.
I_OCATIoN s1[ETCH
(Show direction and distance from at least two State Roac
or other mao refaxence Points)
Method
Gravity Flow Trimmie
Depth Diameter Slot Size Material
From 4.5 To 16.5 Ft. 211 K 0.01 In. PVC
Fram To Ft. In. in.
From To FL R in.
;RAVEL PACK:
Death Size Material
To i s Ft.. file F'-1 t�tr . Sand
From ,.,� F
From TO Ft.
....ARKS.
See Well Location Plan Attached
Well Number MW-2A
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSI
STANDARDS. AND THAT A COPY OF THIS RECORD HAS
ANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
HE WE'LL OWNER

otrrtd� o� ■ttftw�L ���—arstttt�■r �
P� t11stiQ ttVW-11AIA11111168161L 27611 'M t oM Tea-eplp
WELL CONMUCTiON RECORD
Westinghouse Envirormental And
1NG CONTRACTOR Geotechnical Services, Inc.
urrium tees CMILT
Q­ 1.01. t�rtlei Misr.
Mtlser iattila
Iwrw 6:pd� _
aW-1 EnL_
iII_LER RE{31gTRATtON NUMBER 412 STATE WELL CONSTRUCTION
PERMIT NUMBER: 12--016&-km-0063
.L LOCATION: (Show sketch of the location below)
learest Town: Concord
Pitt S
--d. Comrnrsttty. or Subdivision and Lot No.)
)INNER CMS Develo�en� t Cnr�p
RESS 5105 More
Streit or Aoule No.I
Harrisburg 28075
City or Town State Zia Code
e DRILLED USE OF WELL Monitoring
0T4L. DEPTH 36 CUTTINGS COLLECTED ❑ Yes ;] No
S WELL REPLACE EXISTING WELL7 ❑ Yes ®No
TATiC WATER LEVEL• 8•76_ FT. O above TOP OF CASING.
_ 0 below
'OP OF CASING IS 3 — FT. LAND SURFACE
,ziLD (gpmk "" METHOD OF TEST
'a —zR ZONES (death).
;HLORINATION: Type N/A
ING:
Amount
Welt Thickness
• Dsotn Diameter or Yrerpnt/Ft. Mstenal
From n To 26 Ft. 21# SCH 40 PVC
From To Ft.�
From To Ft.—
County.
Death DRILLING LOG
Flom To Formstic as� don
0- Red Brown to GrayI&ntrY
12'
„1.7 - 76, Gray SilLy SAM
P
Fractured Rock
34' - '
It sadlgend space to needed use back of form.
(Show dfrsamm and distance from at least two Stale Rea
or otner map referanea comts)
-UT:
Doom Material Method
From
0 To....22.4 Ft. Portland/Bent. Gravity Flow Trin-i
From . To Ft.
SCREEN:
Deom Diameter Slot Size Material
From 26 To--'dL_ Ft. 21' in. 0.01 In. PVC
From To Ft, h in.
FromTo FL __ R_ kL
!RAVEL PACK:
Down Size Matenal
From 24.4 To 36 Ft. Fine Fi 1 ear Sand
See Well Location Plan Attached
Well Ntmber MW-2B
From— To Ft.
:.ARKS. Reoiaces M4-28 drilled 11-19 20-91 to 57'• then a 11-20-91
1 00 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED fN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCT10t
STANDARDS. AND RD THAT A COPY OF THIS RECOHAS/rMM
/,I f �i� �•//v/g2

�n■as r� �■�-awotttarrr�le•e at�rias
PA M= ttor "i -^%MNHLK& 2M TU-entaa
WE" CONSTRUCTION RECORD
Westinghouse Environmental And
Geotechnical Serve I
FOR OFFICE USE ONLY
1 No. SOHO No,
�- Lora. � PC
ilsWW Basin
Baelrt coda
Header Ene- OW-t Ent.-
- LUNG CONTRACTOR ces, nc.
STATE WELL CONSTRUCTION
,mILLER REGISTRATION NUMBER 412 PERMIT NUMBER: 12-0168-wr - 63
ELL LOCATION: (Show sketch of the location below)
Nearest Town: Concord
Pitt Schnn1 R
load. Community, or Subdivision and Lot No.)
OWNER CMS De�el=wnt Cory
30RESS 5105 More
Street or Route No.1
Harrisburg 2BO75
City or Town State Z10 Code
%TE DRILLED USE OF WELL Monitoring
TOTAL DEPTH 25 CUTTINGS COLLECTED ❑ Yes No
:)ES WELL REPLACE EXISTING WELL? ❑ Yea ❑ No
STATIC WATER LEVEL.21.445� FT. O above TOP OF CASING.
below
TOP OF CASING IS � FT. LAND SURFACE.
- .ELD (gam): METHOD OF TEST
WATER ZONES (dsoth):
County: Cab
Death DRILLING LOG
From To Formation Description
0 - RelArfun rn BrQMis4 Cray
2 ' CjjUeV Silt to Silty SAND
CHLORINATION:
Type N/A
Amount
ASING:
Wall Thickness
It addMonal soaee is needed use back of form.
Death
Diameter or Wetgnt/Ft. Material
From C
To 9.5 Ft.
2" SCH 40 PVC
(Show direction and distance from at least two State Ro
From
To Ft.
or other man reference points)
From
To Ft.
ROUT:
See Well Location Plan Attached
Death
Material Matnod
From 0
Tom _Ft.
Portland/Bent. Gravity Flow Trimnie
From _
To Ft.
-. SCREEN:
Death
Diameter Slot Size Material
From 9.5 To 24.5 F f.
2" h 0.01 In. PVC
Frain
To Ft.
in in.
Well Number MW-10
From
To FL
h R
:. GRAVEL PACK:
Death
Size Material
From 7.5
To 24.5 Ft.
Fine Fi 1 rar Sand
From To Ft.
SMARKS.
1 00 HEREBY CERTIFY THAT THIS WELL WAS CONSTFI}7CTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUC;TIC
STANDARDS, AND THAT A COPY OF THIS RECORD HAS SEEIy PROVQ= TO THE VW-L OWNER.
SIGNATURP n;: (InNTRACTOR OR AGENT
/,// o /qZ
r)ATF

olYtiflfafll Q iiMIM IR T -ATM ffiffiIIAI
pA6 q=1,01 - ■ N L 2761' asp 6113 r=-eons
WELL CONSTRUCTION RECORD
Westinghouse Environmental And
Geotechnical cz-- i I
FOR OFFICE USE ONLY
Serfs! No.
V- Lotq. Pc _
I641111 r sawn
Bedin cod.
Header Ent OW-1 Ent._
ZING CONTRACTOR es, tic.
STATE WELL CONSTRUCTION
-IILLER REGISTRATION NUMBER 412 PERMIT NUMBER: 12-4)168-"rS - Yx,3
1L LOCATION: (Show sketch of the location below)
Nearest Town: Concord
Pitt Schnot Baad
-arid. Community. or Subdivision and Lot No.)
OWNER CM �vel °ant �rJ7
DRESS 5105 More
treet or Route No.1
Harrisburg _ NC 28075
City or Town State Zia Code
. ,TE DRILLED 1 1-] q-ql _ USE OF WELL Monitoring
70TAL DEPTH 72 ' CUTTINGS COLLECTED 0 Yes �] No
ES WELL REPLACE EXISTING WELL? ❑ Yes ❑ No
STATIC WATER -LEVEL. 11•.77Z FT. O above 'TOP OF CASING.
CI below
TOP OF CASING IS 4-2i FT. LAND SURFACE.
a; LD (gpm)• N1/A METHOD OF TEST
,V•TER ZONES (death):
--HLORINATION: Type N/A Amount
,SING.
Wall Thickness
Depth Diameter or Watpnt/Ft. Matenal
From 0 _ To 6-9 Ft. TO SCH 40 PVC
From -To -Ft.-
From To Ft.
LOUT:
Depth Materiel
From 0 To- 2_.5 Ft. Portland/Bent.
From To Ft,
SCREEN:
County: Cab
Death DRILLING LOG
From To Formation Dascnotlon
0 V D LAY
to Grav Brown Silty SAND
If addMonsl space is needed use back of form.
-LOCATION SKETQH
(Show direction and distance from at least two State Roa
or other map reference courts)
Method
Gravitv Flow Trinmie
Depth Diameter Slot Size Matenal
From 6 To_:1- 9 Ft. 21r k 0.01 In. PVC
Fram To Ft. T ht in.
From Ta FL R - R
GRAVEL PACK:
Depth Size Matenal
See Well Location Plan Attached
Well Number MW-11
From ZL- 9 To 71 _5 Ft. Pine Fi Sand
From To Ft.
MARKS:
1 00 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUC D' I,N ACCORDANCE W TH 15 NCAC 2C. WELL CONSTRUCTIOt
STANDARDS. AND THAT A COPY OF THIS RECORD HAS PROVIDED TO OWNER.
Aa qZ
CIMMATt NVC tie r-nwrroarrrm nA AGENT nATc

.,aw�rrr ����inrAir •Ir r�waru+.+�+wr-wi�iRN�e�ee117 �'�ii
__ dy�t� 1t11Z iM/M�t1fP l44tI�t1�I tt�t�1
PJCL tiaR tt1wt:-fir++ 27111T C11111111 call" Z:8301111=11
WELL CONSTRUCTION RECORD
Westinghouse Environmental And
Geotechnical S I
FOR Orr IC>E USE GNLY
c i No. $am N,
PC.
M nir Basin
assln Code
Header Eret OW-1 Eft —
LUNG CONTRACTOR ervlces, nc.
412 STATE WELL CONSTRUCTION
IRILLER REGISTRATION NUMBER PERMIT NUMBER: 12�1G&-wtx]53
ELL LOCATION: (Show sketch of the location below)
Nearest Town: Concord
Pitt Schaal Priori
.pad. Community, or Subdivision and Lot No.)
"'NNER � DeVelopnent
(DRESS 5105 Morehead Roaa
Sireet or Route No.)
Harrisburg N. 28075
City or Town Stag Zia Code
jATE DRILLED 11-19-91 USE OF WELL Monitoring
T'1TAL DEPTH 26 CUTTINGS COLLECTED ❑ Yes P No
JES WELL REPLACE EXISTING WELL? ❑ Yes ® No
STATIC WATER LEVEL:664 FT. E3 above TOP OF CASING.
TOP OF CASING IS _ ? • 0 bebelowFT. LAND SURFACE.
HELD (gpm)* yip METHOD OF TEST
K''1,TER ZONES (moth):
CHLORINATION: Type N/A Amount
County: Ca
r„
Depth DRILLING LOG
From To Formation Description
0 - 1' S y
I - 6' B It t❑ Brown
Gray Silt SAND
►SING: Wall Thickness If additional space is needed use back of form.
. Oeptn Diameter or Wetpnt/Ft. Material LOCATION sxti
From G To �_ Ft. ?_ SCH PVC (Show direction and distance from at least two State Roa
From To Ft.— or Omer map reference points)
From To Ft.
LOUT: See Well Location Plan Attached
Depth Matertal Method
From 0 _ To 5 Ft. Portland/Bent. Gravity Flow Tritmie
From To Ft.
SCREEN:
Depth Diameter Slot Size Material
From 1 n To 25 Ft. 21' in. 0.01 In. PVC
From To Ft. In. in.
From To FL it. R
GRAVEL PACK:
Depth Size Material
From 7.6 _ To. 25 Ft. FJ,nQ Fj Sand
From To Ft.
MARKS:
Well Number MW-12
DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC ZC. WELL CONSTRUCT101
STANDARDS. AND THAT A COPY OF THIS RECORD HAS ® TO OWNER. Io Az

Comm tttl arwtnatlft+�F — >� IMMT I=
'AL am AALIIIIIIPLNt,: 2741 C01111 Atto 730-410132
WELL CONSTRUCTION RECORD
Westinghouse Envirormeental And
Geotechni 1 S I
FOR OIZFlCE USE ONLY
Minter t�afA
sum Canna
l+.adar bet OW-1 EnL_
_i LUNG CONTRACTOR ca invites, tic.
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER 412 PERMIT NUMBER: 12- 01b9-+,an-0063
LL LOCATION: (Show sketch of the Iocation below)
Nearest Town: Concord
Pitt S
t..oad. Community. or Subdivision and Lot No.)
,"INNER CMS DeveloPn?n i?
I DRESS 5105 Morehead Read
treat or Routs No.
—Har-risbura NC 28075
City or Town State Zip Coo*
11-20-91 Monitoring
::.,TE DRILLED -s�o - USE OF WELL
Tr1TAL DEPTH 29 CUTTINGS COLLECTED ❑ Yes P No
ES WELL REPLACE EXISTING WELL? ❑ Yes ®No
STATIC WATER LEVEL 17 1 - FT. O above TOP OF CASING.
0 below
TOP OF CASING IS 2'2 FT. LAND SURFACE.
YucLO (gpm): ,e METHOD OF TEST
W "TER ZONES (deothk
CHLORINATION: Type N/A Amount
C USING:
Wall Thickness
- Doom Diameter or Weiatnt/Ft.
From To 13.5 Ft. 2" SCH 40
From To Ft.�
From To FI.—
IOUT:
Death Material
From 0 To 8.8 Ft. Portland/Bent.
From . To Ft.
- SCREEN:
County: Ca
Depth DRILLING LOG
From To Formation Description
n _ 19' _- T
19, - 29, B Silty SAND
It addltlonal apace is needed us* back of form.
Material
-LOCAIIQN SKETCH
PVC (Show direction and distance from at least two State Ra:
or other mao refarenea cocnts)
Method
Gravity Flow Trimaie
Depth Diameter Slot Size Material
From _•.413, S To_y 2&.5 Ff. 2" In. 0.01 In. PVC
Fram To Ft. h _ in.
From
. GRAVEL PACK:
To FL R in.
Depth Size Material
From 1 1. I I ^ To 2R_ 5 Ft. Fine Ell rpr Sand
From To Ft.
.MARKS.
See Well Location Plan Attached
Well Number MW-13
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCT
STANDARDS. AND THAT A COPY OF THIS RECORD HAS BEEN
ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTIOI

ra0e : i yr �
Environmental 5erviCes
Engineering it 7estinq

North Caronna - t7eoanment of Environment. Health, ana Natural Resources
Division or Environmental Management - Grounowater Section
_ P.O. Box 29535 - Fialsian. N.C. 27 "n26-0535
Phone [phone]
FOR OFFICE USE ONLY
QUAD. NO. SERIALNO.
Cat _ Long. RO
Minor Basin
WELL CONSTRUCTION RECORD ~ild-14A Basin Code
( OW— 15A) Header Ent. GW-1 Ent.
LING CONTRACTOR: S&ME, Inc.
STATE WELL CONSTRUCTION
`[)fIILLER REGISTRATION NUMBER: 1412 PERMIT NUMBER: 12-0168-WM-0063
WELL LOCATION: (Show SKetch of the location aelow)
Nearest Town: Harrisburg, NC County: Cabarrus
(Road. Community, or Subdivmton ana Lot No.) DEPTH
2. OWNER Browning —Ferris Industries From To
ADDRESS 5105 Morehead Road
(Street or Route No.) 2$07 5
Harrisbury NC
City or Town State Zip Code
3. DATE DRILLED 12-17 , 12-20 USE OF WELL Monitoring
4. TOTAL DEPTH 23 f'r_- (1993 )
5. CUTTINGS COLLECTED YES I-7 N01 x i
6. DOES WELL REPLACE EXISTING WELL? YES 1 NOC�]
7. STATIC WATER LEVEL Below Too "of Casing: Z r�$ FT.
.2, SG (Use *.'it Above Top of Casing)
8, TOP OF CASING IS ­4 FT. Above Land Surface'
' Casing Terminatod avar below tend surface to iilegni unless a vanance to Issued
In acsorannce with 15A NCAC 2C .0115
9. YIELD (gpm): METHOD OF TEST
WATER ZONES (depth):
"rrl CHLORINATION: Type r, e Amount
12. CASING:
Wall Thickness
Depth Diameter or Weiant/Ft. Material
From 0 To 12.8 Et. 4" SCH 40 PVC
From 0 To 18 Ft.
2" SCH GO PVC
From To Ft.
13. G ROUT:
Depth Material Method
From f) To 12 Ft. Bentonite Cemenr_
From 12 To 15 Ft. Bentonite
14. SCREEN:
Depth Diameter Slot Size Material
From 18 To 23 Ft 2" in. 0.01 in. PVC
From To Ft. in. in.
From To Ft. in. in.
DRILLING LOG
Formation Descrtmon
See Well Log MW-14A
If additional space is needed use back of form
LOCATION SKETCH
(Show cirection anci distance from at least two State
Roads. or other map reference pointsl
See Water Quality Monitoring Plan
15. SAND/GRAVEL PACK: _
Depth Size Material
From 15 To 23 Ft Fine Sand
From To Ft.
16. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1 SA NCAC 2C, WELL
CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CONTRACTOR OR AGGNT DATE

raae : r yr r
Environmental Services
Engineering *'Testing

Page :I of 7
$&ME
C-i-H- V r-tinn

CMS Landfill Ceti 2A--2C
PRD��CT: Concord. North Carolina
ELEVATION: 627.56 14SL
PROJECT NO.: l356-85-7t)0 50.0 FFE r
)GGED 9Y:
JSB BORING DEPTH:
-GATE DRILLED: 9-g-95 WATER LEVEL: @ TOB
DRILL RIG: Air Rig
iLLING METHOD: Air Rotary
WELL LOG MW-14B
NOTES:
Top of casing elevation at 629.82 feet.
DR w s w
U CD
Lll
o
Descriolion 6 Remarks
a N z
o y a 0 N
4
5
65
7
Well terminated at 50.0 feet
Water level at 1.54 feet on 10-11-95
3
578
573
WELL DIAGRAM
•r:
w
(n
c
Qy
N
•G
U
D
�
t
4y
91
�
Qy H
b
U} Qv
Nry a
ii
3 o cs
u o V
U �
U �
4 �
N
Page : 2 of 2 SaldE
Environmental
Services
Engineering

North Carolina - Deoartment of Environment. Health, and Natural Resources
Division of Environmental Manaaement • Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD MW-14B
FOR OFFICE USE ONLY
QUAD, NO. SERIAL NO.
Lat. Long. RO
Minor Basin
Basin Code
ILLING CONTRACTOR: McCall Bros. LHeaderEnt. - GW 1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 3 PERMIT NUMBER: 12-0168-WM-0063
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Harrisburg, NC County: Cabarrus
(Road. Community, or Subdrwtsion and Lot No.)
2. OWNER Brownin&-Ferris Industries
ADDRESS 5105 •Morehead Road
(Street or Route No.)
Harrisburg INC 28075
City or Town state Zip Code
3. DATE DRILLED 9-5-95 USE OF WELL Monitoring
4. TOTAL DEPTH _ 50'
5. CUTTINGS COLLECTED YES ❑ NO
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO[�,]
7. STATIC WATER LEVEL Below Top of Casing: 3 .8 FT.
(Use'*' it Above Top of Casing)
8. TOP OF CASING IS FT. Above Land Surface"
• Casing Terminated aVor below land surface is Illegal unless a variance is Issued
In accordance with 15A NCAC 2C .0115
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
1. CHLORINATION: Type !rr=17 r Amount
12. CASING:
Wall Thickness
Depth
Diameter or Weight,Ft. Material
From 0 To 35
Ft. 6" SCH 40 PVC
From r' To ro
Ft. 2" SC}J, 40 PVC
From To
Ft.
13. G ROUT:
Depth Material Method
From _ 0 To 34 Ft. Cement tremr.:ie
From To 3 F Ft. f3«4-- re
14. SCREEN:
Depth Diameter Slot Size Material
From G(1 To 50 Ft 2 in. .01 in. PVC
From To Ft. in. in.
From To Ft. in. in.
DEPTH DRILLING LOG
From To Formation Descnpaan
See Well Log Mw-141
It additional space is needed use back of form
LOCATION SKETCH
(Show direction and distance from at least two State
Roads, or other map reference points)
See Water Quality Monitoring Plan
MW-14B
15. SAND/GRAVEL PACK:
Depth Size Material
From 38 To 50 Ft. hoarse Sand
From To Ft.
16. REMARKS:
{r
\„J I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CONTRACTOR OR AGENT
DATE

PROJECT: CMS Landfill Cell 2A-2E
Concord, North Carolina
PROJECT NO.: 1356-95-700 ELEVATION: 58LOO MSL
LOGGED BY: JSe BORING DEPTH: 20.0 FEET
DATE DRILLED: 9-5-95 WATER LEVEL: 12.5' @ TOB
DRILLING METHOD: Art Rotary
DRILL RIG: Air Rig
WELL LOG MW-20A
NOTES:
Top of casing elevation at 583.51 feet.
L
_ V a m d E
Description &Remarks c� a o a Ln CL w
a in z N
C
LD
cv
0 RESIDUUM: Brown Medium to Fine Sandy
Clayey SILT
BEDROCK - NOT SAMPLED
Well terminated at 20.0 feet
Water level at 3.611 feet on 10-12-95
7
57
6
556
WELL DIAGRAM
T
o
A'
A'
y
^•
O
E
^•
17
U
<
A
^
v
CL
N
v
v
—
0
c
v
y
Cu
co—
cn
v
w
—
EL
m
a
—
4
N
Page : t of
f 16
1w
Environmental Services
Engineering * Testing

North Carolina - DeFOR OFFICE USE ONLY
QUAD NO ��� Department of Environment, Health, and Natural Resources SEAIALNO
Division of Environmental Management - Groundwater Section RO
P.O. Box 29535 - Raleigh. N.C. 27626-0535 lest. Long
Phone [phone] Minor Basin
UCT10N RECORD AW0A Basin Code
WELL CONSTA GW-t Ent
Header Ent.
)ILLING CONTRACTOR: " "-'
STATE WELL CONSTRUCTION
GRILLER REGISTRATION NUMBER:
3 PERMIT NUMBER: 12-0168-WP1-0063
1, WELL LOCATION: (Show sketch of the location below) Cabarrus
County:
Nearest Town:
H�Yr shir NC
DEPTH
(Road. Community, or Subdivision and Lot No.) From To
2. OWNER_Brownin_-Ferris Indt:strie
ADDRESS 5105 Morehead Road
(street or Route No.) 2807 5
Harrisburg tiC
City or Town
State Zip Code
3. DATE DRILLED
9-5-95 USE OF WELL tionitari n5
4. TOTAL DEPTH 2 r N0��
5. CUTTINGS COLLECTED YES ❑
6. DOES WELL REPLACE EXISTING WELL. YES NOD
7. STATIC WATER LEVEL Below Top of Casing: 6 .2
(Use -.- it Above Top of Casing)
g. TOP OF CASING IS : • 5 1 FT. Above Land Surface'
• Casing Terminated atlor below land surface is Illegai unless a variance is Issued
In accordance vdth 15A NCAC ZC .0118 OF TEST
9. YIELD (gpm):�--
DRILLING LOG
Formation Nscriptian
See Well Lo 11 -20A
(-`10. WATER ZONES (depth).
-/ A Amount If additional space is needed use back of form
11. CHLORINATION:
12. CASING:
Type
Depth Diameter
From t? To s C� . Ft. —'
From Ta Ft-,
From —To Ft.—
i,l C;Rt L1T:
14
LOCATION SKETCH
Wall Thickness or Weight/Ft. material (Show direction and distance from at least two State
SCH 40 PP lc Roads, or other map reference points)
Depth Materta,
From, I'
To 6 Ft. Cement
6
From To - Ft. 1.3" I E17"l-e
_,.�-
Method See water Quality Monitoring Plan
11 PIW-2 UA
SCREEN. Materlal
Depth Diameter' Slot Size
From U To Ft 2 in. ---S1- in.
�r
From To
Ft. ' in. in. ^�
From
To Ft. in. _in. �--
15. SAND/GRAVEL PACK: Material
Death Size
From S To 2U Ft. Cow rye Sand
From To _ Ft.
Cr�16. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED
OY S R C D CORD HAS BEEN PROVIDED TO THE WELL OWNER.
CONSTRUCTION STANDARDS, AND THAT A COP
/i171//Y4
GATE
SIGNATURE OF CONTRACTOR OR AGENT to *oil owner.
„E rrNironmental Management and copy

PROJECT:
CMS LANDFILL
Concord, North Carolina
WELL LOG MW-20AR
PROJECT NO.: 1356--96-270
ELEVATION:
NOTES;
GGEO BY: MDP
GORING DEPTH: 19.7 FEET
DATE DRILLED: 712-3196
WATER LEVEL:
8.6 on 7-9--96
DRILLING METHOD:
DRILL RIG:
Cable Tool Rig
F-
�+
WEI
DIAE
RAM
w
a J
Description & Remarks
> a
a
w
a
�
�z
o u
w
y
I I
RESIDUUM: Brown Medium to Fine Sandy
Clayey SILT
10-P1 BEDROCK - NOT SAMPLED
20 Boring terminated at 19.7 feet.
Water level was measured at 8.6 feet on
7-9-96.
14 bags of #00 sand used as the filter
pack.
r>.
>•
�1
4]
tr
u
a,
ti
=
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—
aCO
�a
_
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—
Q
Page : 1 of 1
S&ME
Environmental Services

North Carolina - Department of Environment. Heaith• and Natural ResourcesFHeader
FOR OFFICE USE ONLY
Division of Environmental Management - Grounowater Section
SERIAL NO.
P.O. Box 29535 - Raleigh, N.C. 27626-0535
_Long. RO
Phone [phone]
WELL CONSTRUCTION RECORD
S "f/yi !Z
GW-1 Ent.
DRILLING CONTRACTOR: STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: S PERMIT NUMBER:
1. WELL LOCATION: (Show sketch of the location below)
L1n e Q IC!2 r. (1C _ County:
Nearest Town: r
DEPTH DRILLING LOG
{Road, Community, or subdivision and Lot No.)
2. OWNER /45 I it �� ° A) [Po2
From To Formation Descnpuon
MCA.
ADDRESS
,.rnj
(Street or Route No.)
_ i fti
Ma. 5
f
City or Town State Zip Cooe
2 ` USE OF WELL i"tpy+ a2rN
9 ' _ ff 7 /3C�f15r,+'� —
3. DATE DRILLED
4. TOTAL DEPTH q. 7 _
5. CUTTINGS -COLLECTED YES E] NOIVj
6. DOES WELL REPLACE EXISTING WELL? YES NOI�
7. STATIC WATER LEVEL Below Top of Casing: $G FT
(Use '+' it Above Top of Casing)
=! 8. TOP OF CASING IS /�9 FT. Above Land Surface`
' Casing Terminated atlor baton land surface is illegsi unless a variance is issued
1n accordance with 15A NCAC 2C .0118
9. YIELD (gpm): METHOD OF TEST
0. WATER ZONES (depth):
Amount
If additional space is needed use back of form
11. CHLORINATION: Type
12. CASING:
Depth Diameter
From 6 To R 3 Ft.
From To Ft.
From To Ft.
13. GROUT:
From' C>
�j From
J 14. SCREEN:
7
ML
Wall Thickness
or Weight/Ft. Material
J C--
Depth Material Method
To It t3— Ft. C.;: -.c rate , ,--t
To 6 , 3 Ft. ,t�� t� �c .4-� -
Depth Diameter Slot Size Material
From L To J-9-- —S Ft in. 0_-eR-~ in.
From To Ft. in. in.
From To Ft. in.
15. SAND/GRAVEL PACK:
Depth Size
From Gam- To Ft. ocs
From To Ft.
�'. 16
i
LOCATION SKETCH
(Show direction and distance from at least two State
Roads, or other map reference points)
Material
021 �
65-
G Ala ,a-
5 P� V.) M )
s
AW-ZoA-R
REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED 1N ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
29'L
DATE

-No, ti, �.aroiina
Department of Environment, Health. & Natural Resources
Division of Environmental Management
Groundwater Section
h N C 27611
P.O.. Box 276$7 - Raleig . .
`ELL
REG. NO.
} CONTRACTOR
1. WELL LoCAT1ON: (Show a sketch of the location an back o[ County, for
L JJ3 Uk 5 -
Nearest Town:
t
Cal G- Qua a No.
(Road. Community. Subdivision. Lot No.)
2.OWNER.
a•s �7s
4. TOPOGRAPRY draw slope, hilltop. valley, flat
6. t.JSE OF WELL: Moth IL& n1G DATE: .
6. TOTAL DEPTH: a�- DIAMETER —L-a---
i 7. CASING REMOVED: diaiiieter
Ltd
'L2. m
i s. SEALING MATERIAL:
bags of cement bags of cement
gals. of water v yds. of sand
gals. of water
z
}
1(
'type material
Amount
WELL Draw a detailed sketch of
be well showing total depth. depth and dia-
meter of screens remaining in the well, gravel
interval. intervals of casing perforations, and
depths and types of RU materials used.
9. EXPLMN METIiOD EMPLACEMENT OF MATERIAL.
Q.It dad �N � T 2
1 do hereby certify that this well abandonment record is true and exact.
Signature of Contractor orkAgent
ate 7Z2 3 y 6
WELL LOCATION: Draw a location sketch on the reverse of this sheet, showing the direc
tion and distance of the well to at least two (21 nearby reference points
such as roads, intersections and streams. Identify roads with State High
way road Identification numbers.
` Submit original to the D1,.1sion of En-dronmental Management, one copy to the Driller,
and one copy to the owner.
"LIT 'In r7^%-1cP-ri .118/90

PROJECT: CMS Landfill Cell 2A-2E
Concord, North Carolina
PROJECT NO.: 1356-95-700 ELEVATION: 581.43 MSL
OGLED BY: JS8 BORINR DEPTH: 60.0 FEET
DATE DRILLED: 9-5-95 WATER LEVEL: DRY @ TOB
DRILLING METHOD: Air Rolary DRILL RIG: Air Rig
WELL LOG MW-20B
NOTES:
Top of casing elevation at 583.57 feet.
x
z
a m
0.
e a
to
Description 6 Remarks
a
LU
a s N
a
"
a p
a
a w
Cl
cc
N Z
N
U'
RESIDUUM: Brown Medium to Fine Sandy
Clayey SILT
BEDROCK - NOT SAMPLED
20
1 30
1 35—
5
571
56
F
WELL DIAGRAM
r\
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Page : 1 of 2
Environmental Services
Engineering * Testing

I
PROJECT: CMS Landfill Cell 2A-2E
Concord. North Carolina
PROJECT NO.: 1356-95-700 - ELEVATION: 581.43 MSL
LOGGED BY: JSB BORING DEPTH: 60.0 FEET
DATE DRILLED: 9-5-95 WATER LEVEL: DRY @ TOB
DRILLING METHOD: Air Rotary DRILL RIG: Aif Rig
WELL LOG MW-20B
NOTES:
Top of casing elevation at 5a3.57 feet.
U
a w 0. 0 OesCriplion &Remarks a 1r-:--:
o a
w � 0 u1 z W
40
4
(---""ISO
55
Well terminated at 60.0 feet
Water level at .36 feet on 10-16-95
WELL DIAGRAM
,c
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A.
n'
'0
U
93
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ro
Y
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536
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—
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CL
52f3
—
4
—
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52f
sit
Page : 2 of 2
Environmental Services
9: nMnoarinn * Testing

North Carolina - Deoartment of Environment. Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
FOR OFFICE USE ONLY
QUAD. NO, SERIAL NO.
Lat Long. RO _
Minor Basin
WELL CONSTRUCTION RECORD HW-20B Basin Code
Header Ent. GW-1 Ent
DRILLING CONTRACTOR: McCall Bros.
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 3 PERMIT NUMBER: 12-0168-WH--0063
1, WELL LOCATION: (Show sketch of the location below)
Nearest Town: Harrisburg, NC County: Cabarrus
(Road. Community, or Subdivimon and Lot No.)
2. OWNER BtQwning-Ferris
ADDRESS 5105 Morehead Road
(Street or Route No.)
Harrisburg NC 28075
City or Town State Zip Code
3. DATE DRILLED 9-5-95 USE OF WELL Monitoring
4. TOTAL DEPTH 60 8
5. CUTTINGS COLLECTED YES ❑ NOQ
6. DOES WELL REPLACE EXISTING WELL? YES NO XQ
7. STATIC WATER LEVEL Below Top of Casing: 3.2 FT.
(Use -+' if Above Top of Casing)
8. TOP OF CASING IS FT. Above Land Surface'
' Casing Terminated stlor bsiow land surfsce is Illegal unless s variance is Issued
In accordance rnlh 15A NCAC 2C .0118
- 9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
-' 11. CHLORINATION: Type �cn Amount
12. CASING:
i
Depth Diameter
From 0 To 25 Ft.
From 0 To 45 Ft. 2
From To Ft.
13. GROUT:
c
Wall Thickness
or Weight/Ft. Material
sr,H urn_ _per_
SCH 40 PVC
Depth
Material
Method
From
0 To 40
Ft.
tremmip
From
410 To 113
Ft. �en�on: }e
14. SCREEN:
Depth Diameter Slot Size
Material
From
45 To 60 i't
2 in. .01
in. PVC
From
To . Ft.
in.
in.
From
-To Ft.
in.
in
15. SAND/GRAVEL PACK:
Depth
Size
Material
From
43 To 6n
Ft. �
From
To
Ft.
16. REMARKS:
DEPTH DRILLING LOG
From To Formanon Descripdon
See Well Log MW-20]
If additional spare is needed use back of form
LOCATION SKETCH
(Show direction and distance from at least two State
Roads, or other map reference points)
See [dater Quality Monitoring Plan
MW-20B
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE O' CONTRACTOR OR AGENT
DATE

CMS Landfill Cell 2A-2E WELL LOG MW-21
PROJECT: Concord. North Carolina
ELEVATION: 5I'9.43 MSL NOTES:
PROJECT NO.: 1356-95-700 Top of casing elevation at 58i.99 feet.L/
GGED BY: JS8
BORING DEPTH: 20.0 FEET
DATE DRILLED: 1-10-94 WATER LEVEL: 13.5' @ TOS
DRILLING METHOD: 3-1/4" NSA
DRILL RIG: Mobile B-57
U aa.. m 0. > a cr
d
x
w o Description &Remarks z c o a u� w
In
a _j
a oc
co
Topsoil and Roots 10
RESIDUUM: Stiff Brown Tan Fine Sandy
Clayey SILT
ri 574
5
PARTIALLY WEATHERED ROCK: Sampled
As Olive Gray Tan Silty Medium to Fine
SAND
El
20
Boring terminated upon Auger Refusal a
20.0 feet
Water level at 11.1 feet on 1-25-94
50/J
WELL DIAGRAM
<`N
0
v
w
1,
4
nroi
—
lb
—
c
p
w
`l
CD
tip
Q O
N
44—j
35
Page : 1 of f SatAE
Environmental Services
Engineering *'testing

i-OR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
wortn l.urouna - uaoariment of tnvironment. malt((.
Division of Environmental Management - Grounowater Section
P.O. Box 29535 • Raieian. N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
Lat. '-ong. RO
Minor Basin
Basin Code
NG CONTRACTOR: S&ME . I nc . Header Ent. GW.1 Ent.
STATE WELL CONSTRUCTION
3FIILLER REGISTRATION NUMBER: 412 PERMIT NUMBER: 12-0168-WM-0063
WELL LOCATION: (Show sl<etcn of the location aelowy
Ha•rrisburs;. :dC Count Cabarrus
Nearest i own: Y�
`tW- 21
(0W-31)
(Toad. Community, or Subdivision and tat No.) DEPTH DRILLING LOG
2. OWNER Browning -Ferris Industries From To Formation Descriptian
ADDRESS 5105 Morehead Road
(Street or Route No.) 2 $ 0 7 5
Harri.sbury yC See Well Log MW-21
City or rows Star. Zip Code
3. DATE DRILLED 1-10-94 USE OF WELL Monitoring
a. TOTAL DEPTH 20 f t .
5. CUTTINGS COLLECTED YES 1 1 NOL1
5. DOES WELL REPLACE EXISTING WELL? YES F-1 NO%
7. STATIC WATER LEVEL Below T oD of Casing: 13.4 FT.
c� , $ 6 (Use -.-it Above rap of Casino}
8. TOP OF CASING IS FT. Above Land Surface'
casing rerminsted avor below rand surtxce is tosgal unless a variance is Issued
In accorannes rvitrt 15A NCAC 2C .0118
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depin):
HLORINATION: Type Amount It additional space is needed use back at form
12. CASING.
Depth Diameter
From 0 To 10 Ft. 2
From To Ft. - .
From To Ft.
t 3. GROUT:
LOCATION SKETCH
Wall Thickness
ar WeighvFt. Material (Show airection and distance trom at lust two State-
SC11 40 PVC Roads. or other map reference oointsl
Depth Material Methoa
From n To 7 Ft. C-r=rFrom 7 To 9 Ft. -Bentonite
14, SCREEN:
Depth Diameter Slot Size Material
From 10 To 20 Ft in. 0.01 in. PVC
From - To Ft. - in. in.
From To Ft. in. in.
15. SAND/GRAVEL PACK:
See Water Quality Monitoring Plan
- Deptn Size .: ... -- Material . .. _. .
From 9 To 20 Ft. Fine SAND
From To Ft.
16. REMARKS:
�`' •.
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WEL
CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS RECORD HAS SEEN PROVIDED TO THE WELL OWNED.
SIGNATURE OF CONTRACTOR OR AGENT DATE
rw.s mr-V- 9191 Submitorrgrnal to Division at Environm enmi Management and COPY to well awrwr-

page: r or r AL
S&ME
Environmental Services
Engineering a Testing

\forth Carouna - Deoartmunt at Environment, Heaun. ana Natural Resources FOR OFFICE USE ONLY
Division of Environmentai Manaaement - Grounawaier Section QUAD. NO.
P.O. Sox 29535 - Raleian. N.C. 2; a26-0535 5ERlAl_NO.
Phone [phone] 'mot tong. RO
Minor Basin
WELL CONSTRUCTION RECORD KW-22 Basin Code
( OW- 5 6) Header Ent. GW-1 Ent
L1NG CONTRACTOR: 'tcCali Brothers
STATE WELL CONSTRUCTION
�FIILLER REGISTRATION NUMBER: 3 PERMIT NUMBER: 12-0168-WM-0063
1. WELL LOCATION: (Show SKetch of the location nelowl
Nearest Town: Harrisburg. NC County: Cabarrus
(Road. Community, or Subdivision and tot No.l DEPTH GRILLING LOG
i Browning -Ferris Industries
;2, OWNER From TO Formation Oescngaon
ADDRESS 5105 Morehead Road
(Street or Route No.)
Harrisburg INC 28075 See Well Log MW-22
City or Town state Zip Code
3. DATE DRILLED 12-17-93 USE OF WELL Monitoring
4. TOTAL DEPTH 13 € t .
5. CUTTINGS COLLECTED YES I NO xCi
6. DOES WELL REPLACE EXISTING WELL? YES f-, NO(xx i
7. STATIC WATER LEVEL Below Top of Casing: h . 4 FT.
_x). 5 O (Use '+' it Above Top of Casing!
8, TOP OF CASING IS FT. Above Land Surface'
• Casing Termrnatsel ■tlor below Iona surtsce is lllegai unless a venerics is lasuad
In accordance with 15A NCAC 2C .0115
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
.,__,,CHLORINATION: Type
Amount
if additional space is needed use back of form
12. CASING:
LOCATION SKETCH
wallThiekness
Depth
Diameter or WetonuFt Matenai
(Show airection ana distance from at least two State
From 0 To 2 5
Ft.
?' ,ScN 4n l'V[
Floaos. or other rnao reference points)
From To
Ft.
From To
Ft.
See Water Quality rIonlrtorl.ng Plan
13. GROUT:
Depth
Material Method
From 0 To 1
Ft.
Grout
From 1. To 2
Fi.
Bentonite
14. SCREEN:
Depth
Diameter Slot Size Material
From sTo ; ; 5
Ft ' in. _r 1 in. PVC
From To
Ft.
in. in.
From To
Ft.
in. in.
15, SAND/GRAVEL PACK:
Deptn
Size Material
From 2 To 13
Ft.
Fine Sand
From To Ft.
16. REMARKS:
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
2 ` F
SIGNATURE OF CONTRACTOR OR AGEW DATE

WOJECT: CMS Landf III Cell 2A-2E
Concord, North Carolina
PROJECT No.: 1356-95-700 ELEVATION' 583.53 M5L
LOGGED BY: JSB BORING DEPTH: 26.0 FEET
WATER LEVEL: 4.0' on 1-4-94
DATE DRILLED.r2-17 & 21-93
DRILLING METHOD: 4-114" NSA�NO Cor GRILL RIG: CME-750
WELL LOG MW-22A
NOTES:
Top of casing elevation at 586.13 feet.
U S�n
m a En °LU
�xcD Description & Remarks, 0. pG
� a J
0
RESIDUUM: Very Stiff Brown Gray Medium
to Fine Sandy SILT
Loose to Medium Dense olive Gray Silty
5
Medium to Fine SAND
io
15
Very Hard, Fresh, Gray Coarse -Grained
Diorite with 4--inCh interval of quartz and
oligocase fragments {1-inch diameter)
some iron --oxide staining near bottom
REC = 91%
20
ROD = 77 %
25�
30
3E
Coring terminated at 26.0 feet
Water level at 2.2 feet on 1-25-94
74
64
4
WELL DIAGRAM
Page : r of 1 S&ME
Environmental Services
Engineering 'x Testing
i

North Carolina - Department of Environment. Health. and Natural Resources
Division of Environmental Management - Grounowater Section
P.O. Box 29535 • Ralsian, N.C. 77626.0535
Phone t919I 733.3221
: WELL CONSTRUCTION RECORD `tW-22A
(OW-56A)
_1NG CONTRACTOR: S&ME . Inc.
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
Lot. — Long, RO
Minor Basin
Basin Cade
Header Ent.
STATE WELL CONSTRUCTION
,DRILLER REGISTRATION NUMBER: 412 PERMIT NUMBER: 1 2-0168-WM-0063
1. WELL LOCATION: (Show sKetcn of the location below)
NearestTown: Narrisburz. NC County: Cabarrus
(Road. Community, or Subdivision ana Lot No.)
2. OWNER Browning -Ferris Industries
ADDRESS 5105 Morehead Road
(Street at Route No.)
Harrisbury NC 28075
City or Town State Zip Code
3, DATE DRILLED 12-17, 12-21 USE OF WELL Moni r-oring
4. TOTAL DEPTH ?F fr _ (1993 )
5. CUTTINGS COLLECTED YES ❑ NO x0
6. DOES WELL REPLACE EXISTING WELL? YES-1 NOC�]
7. STATIC WATER LEVEL Below Top of Casing: 4.0 FT.
(Use '+' if Above Tap al Casmg)
S. TOP OF CASING IS ew"— FT. Above Land Surface'
' Casing Terminated odor glow tend surface is lltageJ unless a vensnta, is issued
In accorcanca with 15A NCAC 2C .01115
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
GW1 Ent
DEPTH DRILLING LOG
From To Formation Description
See Well Log MW-22A
HLORINATICN: Type ZyOdf --Amount If additionai space is needed use back of form
12. CASING:
Wall Thickness
Depth 041neter o ighvFt. M2rt ial
From 0 To 15.5 Ft. 4 CH 4 Q PG c;
From 0 To `6 J=t, 2�, SCH 40 PVC
From To Ft.
13. GROUT:
Depth Material Method
From 0 To 15.5 Ft. Bentonite Cement
From 1.5.5 To 18 Ft Bentonite
14. SCREEN:
Depth Diameter Slat Size Material
From 21 To 26 Ft 2" in. 0.01 in. PVC
From To Ft. in. in.
From To Ft. in. in.
LOCATION SKETCH
(Show direction and distance from at least two State
Roads, or other mac reference oointsl
See Water Quality Monitoring Plan
15. SAND/GRAVEL PACK:
Depth Size Material
From 18 To 26 Ft. Fine Sand
From To Ft. _-
16. REMARKS:
'�)I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS SEEN PROVIDED TO THE WELL OWNER.
F. 'VX-4 'j 2- 7-1
SIGNATURE OF CONTRACTOR OR AGENT DATE

PROJECT: CMS Landfill Cell 2A-2E
Concord. North Carolina WELL LOG MW-23
PROJECT NO.: 1358-95-700 ELEVATION: 607.93 MSL MOTES:
Top of casing elevation at 610.51 feet.
OGGED BY:
JSB
BORING DEPTH:
22.0 FEET
DATE DRILLED: 9-26-95
WATER LEVEL:
14.0-V TOB
DRILLING METHOD: 6" Borehole
DRILL RIG:
Cable Tool Rig
v
w
w
WELL DIAGRAM
w
a o
Description 6 Remarks
a?
a
o a
J
aC
N Z
w
C3
U'
N
RESIDUUM: Dark Brown Medium to Fine
A
A
Sandy Clayey SILTX.
<
0
Dark Brown Gray Slightly Clayey Silty
Medium to Fine SAND
5
603
v
'^
U y
a
m
m
PARTIALLY WEATHERED ROCK: Sampled
:o
—
As Gray Silty Medium to Fine SAND
w
—
y
10
5s8
=
a
v
�
—
a
v
y
—
o
=
a o
15
593
k
—
°1 0
—
� 4
U
N
20
568
—
BEDROCK - NOT SAMPLED
—
30
Well terminated at 22.0 feet
Water level at 9.54 feet on 10-12-95
3
573
Page : I o1 1
$&ME

North Carolina - Department of Environment. Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
FOR OFFICE USE ONLY
QUAD. NO. I SERIAL. NO.
Lat. Long. RO
Minor Basin
WELL CONSTRUCTION RECORD M14-23 Basin Code
r
RILLING CONTRACTOR: Graham & Currie Header Ent, GW-I Ent.
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 537 PERMIT NUMBER: 12-0168-WM--0063
1. WELL LOCATION: (Show sketch of the location below)
f Nearest Town: Harrisburg, NC County: Cabarrus
(Road. Community, or Subdivision and Lot No.) DEPTH
2. OWNER Browning -Ferris Industries From To
ADDRESS.. ;t n5 Piorehead Road
(Street or Route No.)
Harrisburg NC 28075
City or Town State Zip Code
9-26-95 Monitorin
DRILLING LOG
Fomugon Description
See Well Log MW-23
3. DATE DRILLED USE OF WELL g
4. TOTAL DEPTH . 22'
5. CUTTINGS COLLECTED YES ❑ NOQ
6. DOES WELL REPLACE EXISTING WELL? YES NOQ
7. STATIC WATER LEVEL Below Top of Casing: 12.1 FT.
(Use •+• it Above Top of Casing)
S. TOP OF CASING IS 2, S9 FT. Above Land Surface'
• Casing Terminated et/or Flow land surface is Illegal unless a variance is Issued
In accordence with 15A NCAC 2C .0118
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
I 11. CHLORINATION: Type /ilo"e. Amount If additional space is needed use bath of form
12. CASING:
Wall Thickness
Depth
Diameter or Weight/Ft. Material
From
0 To 7
Ft.
Z" SCH 40 PVC
From
To
Ft.
From
To
Ft.
13. GROUT:
Depth
Material Method
From
0 To 3
Ft.
Cement tremmie
From
3 To
Ft..
Benton,-fe
14. SCREEN:
Depth
Diameter Slot Size Material
From
7 To 22
Ft 2
in. • 01 in. PVC
From
To
Ft.
in. - in.
From.
To
Ft.
in. in.
15. SANDIGRAVEL PACK:
Depth
Size Material
From
5 To 22
Ft. Ei ne__ Sand
From
To
Ft.
LOCATION SKETCH
(Show direction and distance from at least two State
Roads, or other map reference points)
See Water Quality Monitoring Plan
MW-23
16. REMARKS:
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED 1N ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
//�11/1iG
OF CONTRACTOR OR AGENT DATE

PROJECT:
CMS Landfill V MW-25
Charlotte,
North Carolina
PROJECT No.:
ELEVATION: Existing
DRILLING METHOD:
E3-QE18
Ground Surface
4-114" I.D. HSA
'. LOGGED BY:
BORING DEPTH: '
DRILL RIG:
DWW
20.8 FEET
CME55
DATE DRILLED:
�WATER LEVEL:
5121/02
feet @ TOB
TEST BORING RECORD MW-25
NOTES:
Drilling services provided by AmenDrill.
U W
x w w d M -- STANDARD PENETRATION TEST DATA d
y Q O 501E pESCR1PT[ON ¢ J � o= (Blawslft)
a: � 10 30 50 70 9
5
:i
15 -
20-
25-
' 30
N
C
35
TOPSOIL: Dark Brown Cla�Sllty
Tan Brown Fine to MediumAND with
manganese nodules
PARTIALLY WEATHERED ROCK: vvnen sample❑
becomes Tan Dark Gray Fine to Medium Silty SAND
with some manganese modules (water on sample at
13 feet)
72 PARTIALLY WEATHERED ROCK: When samp3ea
be
Highly Weathered QUARTZITE
Boring was terminated upon auger refusal at 20.8
feet.
Monitoring Well MW-25 installed in borehole following
T.O.B.
JN
-
10-
15•
t�l
20
25
ED
DEPTH MEASUREMENTS ARE SHOWN TO ILLUSTRATE THE GENERAL
ARRANGEMENTS OF THE SOIL TYPES ENCOUNTERED AT THE BORING
m
LOCATIONS.
4 DO NOT USE DEPTH MEASUREMENTS FOR DETERMINATION OF
DISTANCES OR QUANTITIES.
m PAGE: 1 of
30
35
ESP ASSOCIATES P.A.
engineering *surveying -planning
372 Crompton St.
Charlotte, NC 28273 [phone]

North Carolina - Department
ofeEnvironment N.C. and
1636•rat Resources - Phone [phone]'727n of Water Quality -Groundwater Section
i636 Mail Service 9
Rt )_ R �
r� � �-L Q
WELL CONSTRUCTION RECORD ELL WELL CONTRACTORCERTIFICATION#: 4-4,0
� 7
STATE WELL CONSTRUCTION PERMIT#:
1. WELL USE (Check Applicable Box): Residential ❑ Municipal ❑
Industrial ❑ Agricultural ElMonitoringj
Recovery ❑ Heat Pump Water injection ❑ Other ❑ If Other, List Use:
2. WELL LOCATION' (Show sketch of thp location below) /1 fl �� 5
Nearest Town: GQ G U r J county:
(Road Name and^N� moers, Community, or S Evlsian and Lot Na.) DRILLING LOG
3. OWNER C ivl 5 I From TO
Address
ireet or nos �0.1 r .
Co n C or-d l
City or Town slate Zip Cade
4. DATE DRILLED s` OJI- C);Z-
5. TOTAL DEPTH a0 - $ * '
.ell 1rrYES
v rr�� ❑�
7. DOES WELL REPLACE EXISTING WELL? YES NO
8. STATIC WATER LEVEL Below Top of Casing: , FT.
(Use '+' if Above Top o1 Casing)
9. TOP OF CASING IS. DFT• Above Land Surface'
'Top of casing terminated atior below land surface requires a variance in accor-
dance with 15A NCAC 2C .Q118
10. YIELD (gpm): METHOD OF TEST
11. WATER ZONES (depth):
*J2. CHLORINATION:
13. CASING:
I
I
DEPTH
Formation Description
Type Amount If additional space fs needed use batik of form
Depth Diameter
From 0- ' 0' To I �' FL t nc")
From To Ft.
From -To Ft.
14. GROUT:
Depth Material Method tte�
From 0, 0 To (0 Ft.
From G . I To �' S Ft.
15. SCREEti:
Depth Diameter Slot S Mts Material
From 4' 9 To �_,J Ft a in. in.
From To Ft. in. in.
From To Ft. in,
16. SANDIGRAVEL PACK:
Depth , Size Material
Q
From .�� Tog�� � Ft. _ a .
From _ To Ft..
17. REMARKS:
LOCATION SKETCH
wall Thickness
or WRignVFt. Material (Show direction and distance from at least two State
J (,(, 7J O Roads, or other map reference points)
I DO HEREBY CERTIFY THAT THiS WELL WAS CONSTRUCTED W ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A CQPY OF THIS RECORD HAI BEEN PROVIDED To THE WELL OWNER.� 5 fG
FOR OFFICE USE ONLY
Quad No:
Serial No.
SIGNATURE OF PERS ONSTRUCTING THE WELL DATE j
Submit original to Division of Water Quality, Groundwater Section within 30 days GW-1 FIEV. 12M
N

David Garrett, P. G., P.E.
Engineering and Geology
Depths in feet, referenced b.g.s.
Client and Project ChariotttEe Motor Speedway Phase II
Equipment Dietrich D-50 ATV Drilling Method HSA
Date Started 5/31/07 Date Ended 5/31/07
Drilling Firm Red Dog Drilling, Inc -Logged by Brian Boutin
Comments Northeast side of Cell 2F Total Depth 27.0
Boring No. PAIIW-16
Page 9 of 9
Ground Elevation 100.00
Water Level, TOE 16.0
Water Level, 24 Hr.
Stabilized Level
Date of Observation
Elev. SPT Data and Strata Depths Lithology Description and USS Code Piezometer Constuction
100.00
98.00
96.00
94.00
92.00
90.00
88.00
86.00
84.00
82.00
80.00
78.00
76.00
74.00
- -
SANDY CLAY: Some f-c sand, rack fragments,
--
moist, tan to brawn
3.5
1
--
CL
- -
Grout 0 to
--
8.0 ft.
8.5
41
9.0
--
CL
_
SILTY SAND: f-c sand, some silt, rack
501.4
Bentonite Seal
=
fragments up to %" dia beginning at 14.5% moist,
8.0 to 10.0 ft.
dark brawn
13.5
501.1
-
SM
16.5
_ _
SANDY CLAY: Saprolite, weathered feldspar,
--
qtz, mica, rock frags, dark mineral staining, relict
- .
rock texture, moist to wet
--
Sand Pack
18.5
20
CL
10.0 to 27.0 ft.
19
--
23
0.010" Slotted
23.5
501.8
CL
Screen 12.0 to 27.0
27.0
--

David Garrett, P. G., P.E.
Engineering and Geology
Depths in feet, referenced b.g.s.
Client and Project ChariotttEe Motor Speedway Phase II
Equipment Dietrich D-50 ATV Drilling Method HSA
Date Started 5/31/07 Date Ended 5/31/07
Drilling Firm Red Dog Drilling, Inc -Logged by Brian Boutin
Comments Northeast side of Cell 20 Total Depth 20.0
Boring No. PAIIW-26 9 of 9
Ground Elevation 100.00
Water Level, TOE 12.0
Water Level, 24 Hr.
Stabilized Level
Date of Observation
Elev. SPT Data and Strata Depths Lithology Description and USS Code Piezometer Constuction
100.00
98.00
96.00
94.00
92.00
90.00
88.00
86.00
84.00
82.00
80.00
- -
SANDY CLAY: Fill material to 4'; little f-m sand,
plastic, moist, dark brown
Grout 0 to
--
2.0 ft.
--
Bentonite Seal
3.5
1
__
CL
2.0 to 4.0 ft.
7.5
--
SILTY SANDY CLAP: Little f-c sand, some silt,
rock fragments, plastic, moist, mottled gray-
8.5
3
orange -brown
CL
5
8
Sand Pack
4.0 to 20.0 ft.
12.5
_
SILTY SAND: Saprolite, very fine to fine sand,
some sit, weathered feldspar, qtz, mica, rock
13.5
11
frags, dark mineral staining, relict rock texture,23
CH
moist to wet
39
-
-.
0.010" Slotted
-_•
Screen 5.0 to 20.0
ft.
18.5
501.5
CH
20.0

David Garrett, P. G., P.E.
Engineering and Geology
Depths in feet, referenced b.g.s.
Client and Project ChariotttEe Motor Speedway Phase II
Equipment Dietrich D-50 ATV Drilling Method HSA
Date Started 5/31/07 Date Ended 5/31/07
Drilling Firm Red Dog Drilling, Inc -Logged by Brian Boutin
Comments Northeast side of Cell 2H Total Depth +12.5
Boring No. PAII-7
Page 9 of 9
Ground Elevation 100.00
Water Level, TOE 8.0
Water Level, 24 Hr.
Stabilized Level
Date of Observation
Elev. SPT Data and Strata Depths Lithology Description and USS Code Piezometer Constuction
100.00
98.00
96.00
94.00
92.00
90.00
88.00
2.5
--
--
--
SANDY CLAY: little f-c sand, plastic, moist,
gray -brown
Grout 0 to
1.0 ft .
Bentonite Seal
1.0 to 2.0 ft.
- -
SANDY CLAY: Saprolite; little of-f sand, some
--
silt, relict rack texturelstructure, dark mineral
8'8
3
--
staining, moist, gray -black -brown
CL
5
6
--
--
Sand Pack
--
4.0 to 12.5 ft.
8.5
8
__
CL
9
41,
--
10
--
0.010" Slotted
--
Screen 2.5 to 12.8
12.5
--

David Garrett, P. G., P.E.
Engineering and Geology
Depths in feet, referenced b.g.s.
Client and Project Charlotte Motor Speedway Phase II
Equipment Dietrich D-50 ATV Drilling Method HSA
Date Started 6/ 1/07 Date Ended 6/1/07
Drilling Firm Red Dog Drilling, Inc -Logged by Brian Boutin
Comments Southeast of Cell 2H on Furr Tract Total Depth 23.0
Boring No. PAIIW-28 9 of 9
Ground Elevation 100.00
Water Level, TOE 13.0
Water Level, 24 Hr.
Stabilized Level
Date of Observation
Elev. SPT Data and Strata Depths Lithology Description and USS Code Piezometer Constuction
100.00
98.00
96.00
94.00
92.00
90.00
88.00
86.00
84.00
82.00
80.00
78.00
3.5
23
33
4.0
- -
- -
--
--
--
SANDY CLAY: Some f-c sand, moist, tan to
brown
CL
Grout 0to
4.0 ft.
_
SANDY SILT: Some f-c sand, clayey in distinct
501.5
_
1"to 2" intervals, micaceous, dark brown
Bentonite Seal
4.0 to 6.0 ft.
8.5
23
9.0
-
ML
-.
SANDY SILT: Saprolite, f-c sand, micaceous,
501.5
-_ -
rack fragments, dark mineral staining, relict rack
_
texturefstructure, relict mineral -filled fractures
Sand Pack
- .
appr. vertical, hard drilling beginning appr. 13.5'
8.0 to 23.0 ft.
13.5
501.57
ML
0.010" Slotted
-.
Screen 8.0 to 20.0
ft.
18.5
501.5
7
ML
23.0

David Garrett, P. G., P.E.
Engineering and Geology
Depths in feet, referenced b.g.s.
Client and Project ChariotttEe Motor Speedway Phase II
Equipment Dietrich D-50 ATV Drilling Method HSA
Date Started 6/ 1r07 Date Ended 0/1/07
Drilling Firm Red Dog Drilling, Inc -Logged by Brian Boutin
Comments South of Cell 2H Total Depth 20.0
Boring No. PAII-9
Page 9 of 9
Ground Elevation 100.00
Water Level, TOE 12.0
Water Level, 24 Hr.
Stabilized Level
Date of Observation
Elev. SPT Data and Strata Depths Lithology Description and USS Code Piezometer Constuction
100.00
98.00
96.00
94.00
92.00
90.00
88.00
86.00
84.00
82.00
80.00
3.5
7
15
4.0
- -
--
- -
--
--
SANDY CLAY: Some f-c sand, moist, tan to
brown
CL
GroLA 0 to
2.0 ft.
Bentonite Seal
2.0 to 4.0 ft.
-'7
SANDY SILT: Little f-m sand, micaceous, rack
15
-
fragments, occasional clay layers Lap to 2" thick,
-.
dark brown
8.5
10
-7
MIL
15
-.
18
..
_
Sand Pack
=
4.0 to 20.0 ft.
13.5
5
-
ML
13
-.
15
-.
0.010" Slotted
_
Screen 5.0 to 20.0
16.5
-
ft.
-.
SANDY SILT: Saprolite, little f-m sand,
-_
micaceous, rock fragments, dark mineral
staining, relict rack texturelstructure, moist to
wet
18.8
501.5
7
MIL
-20.0

David Garrett, P. G., P.E.
Engineering and Geology Depths in feet, referenced b.g.s
Client and Project ChariotttEe Motor Speedway Phase II
Equipment Dietrich D-50 ATV Drilling Method HSA
Date Started 6/ 1r07 Date Ended 0/1/07
Drilling Firm Red Dog Drilling, Inc -Logged by Brian Boutin
Comments South of Cell 2H Total Depth 28.0
Boring No. PAY-3
Page 9 of 9
Ground Elevation 100.00
Water Level, TOE 18.0
Water Level, 24 Hr.
Stabilized Level
Date of Observation
Elev. SPT Data and Strata Depths Lithology Description and USS Code Piezometer Constuction
• 100.00
98.00
96.00
94.00
92.00
• 90.00
88.00
86.00
84.00
82.00
80.00
78.00
76.00
• 74.00
72.00
SANDY CLAY: Some f-c sand, plastic, moist,
red to brown
3.5
3
__
CL
6
7
T
�- -
GroLA 0 to
--
9.0 ft .
-
CLAYEY SILT: Little f-m sand, micaceous,
6.5
some clay, tan to brown
8.5
12
MIL
7
9.5
-
8
-
SANDY SILT: Little of-f sand, micaceous, red-
7
brown
Bentonite Seal
-7
9.0to11.0ft.
13.5
18
ML
29
14.5
-
-
SANDY SILT: Saprolite, little of-f sand, relict
rack texturelstructure, dark mineral staining;
-:.
weathered feldspar and mica, rack fragments,
Sand Pack
-
gray, tan, brawn, black
11 .0 to 28.0 ft.
18.5
38
-.
MIL
501.3
_.
0.010" Slotted
23.5
501.4
_7
7
Screen 13.0 to 28.0
-
ft.
28.0

David Garrett, P. G., P.E.
Engineering and Geology Depths in feet, referenced b.g.s
Client and Project ChariotttEe Motor Speedway Phase II
Equipment Dietrich D-50 ATV Drilling Method HSA
Date Started 6I4V07 Date Ended 6I4I07
Drilling Firm Red Dog Drilling, Inc -Logged by Brian Boutin
Comments Soutk mestE of Cell 2H Total Depth 30.0
Boring No. PAY--31
Page 9 of 9
Ground Elevation 100.00
Water Level, TOE 24.0
Water Level, 24 Hr.
Stabilized Level
Date of Observation
Elev. SPT Data and Strata Depths Lithology Description and USS Code Piezometer Constuction
• 100.00
98.00
96.00
94.00
• 92.00
90.00
88.00
86.00
84.00
• 82.00
80.00
• 78.00
76.00
74.00
• 72.00
70.00
.......
SANDY CLAY: Some f-c sand, plastic, moist,
brown
3.5
--
_
SANDY SILT: Little of-f sand, micaceous, dark
3.5
60
ML
10
_
mineral staining, orange, brown, black
Grout 0 to
11.0 ft.
8.5
9
_
ML
12
_
21
12.5
-
Bentonite Seal
-.
SANDY SILT: Saprolite, little f-m sand, relict
11.0 to 13.0 ft.
13.5
SUS_
rock texturefstructure, dark mineral staining,
ML
_
weathered feldspar and mica, rack fragments,
gray, brown, black
-
Sand Pack
-•
13.0 to 30.0 ft.
18.5
32
ML
501.4
-.
0.010" Slotted
23.5
50f.2
-.
ML
Screen 15.0 to 30.0
ft.
28.5
501.4
-
ML
30.0

David Garrett, P. G., P.E.
Engineering and Geology
Depths in feet, referenced b.g.s.
Client and Project ChariotttEe Motor Speedway Phase II
Equipment Dietrich D-50 ATV Drilling Method HSA
Date Started 6I4V07 Date Ended 6I4I07
Drilling Firm Red Dog Drilling, Inc -Logged by Brian Boutin
Comments West of Cell 2H Total Depth 25.0
Boring No. PAY--.
Page 9 of 9
Ground Elevation 100.00
Water Level, TOE 22.0
Water Level, 24 Hr.
Stabilized Level
Date of Observation
Elev. SPT Data and Strata Depths Lithology Description and USS Code Piezometer Constuction
100.00
98.00
96.00
94.00
92.00
90.00
88.00
86.00
84.00
82.00
80.00
78.00
76.00
- -
SANDY CLAY: Some f-c sand, plastic, moist,
--
brown
3.5
--
Grout 0 to
SANDY SILT: Little f-m sand, clayey in discrete
3.5
18
ML
6.0 ft.
34
_
-' 7
sections, micaceous, dark mineral staining,
43
-
orange, brown, black
-_7
Bentonite Seal
6.0 to 8.0 ft.
8.5
17
-
ML
32
-.
500
-.
13.5
34
14.0
-
ML
SANDY SILT: Saprolite; little f-m sand, friable,
rock fragments, relict rock texturelstructure,
weathered relict fractures, dark weathered
minerals
Sand Pack
17.0
-
8.0 to 25.0 ft.
_
SILTY SAND: Saprolite; f-vc sand, some silt,
-' 7
little clay, relict rock texturelstructure,weathered
-.
fractures, dark mineral staining, rock fragments,
18.5
19
-.
red -brown
SC
17
24
-.
0.010" Slotted
23.5
501.5
SC
Screen 10.0 to 25.0
25.0
_
ft.

David Garrett, P. G., P.E.
Engineering and Geology Depths in feet, referenced b.g.s
Client and Project ChariotttEe Motor Speedway Phase II
Equipment Dietrich D-50 ATV Drilling Method HSA
Date Started 6I4V07 Date Ended 6I4I07
Drilling Firm Red Dog Drilling, Inc -Logged by Brian Boutin
Comments West of Cell 2G Total Depth 30.5
Boring No. PAY--3
Page 9 of 9
Ground Elevation 100.00
Water Level, TOE 24.0
Water Level, 24 Hr.
Stabilized Level
Date of Observation
Elev. SPT Data and Strata Depths Lithology Description and USS Code Piezometer Constuction
• 100.00
98.00
96.00
94.00
• 92.00
90.00
88.00
86.00
84.00
• 82.00
80.00
• 78.00
76.00
74.00
72.00
70.00
- -
SANDY CLAY: Some f-c sand, plastic, becomes
more brittle with depth moist, brown
3.5
19
--
CL
19
--
- -
GrotA 0 to
8.5
18
9.0
--
CL
-
SILTY SAND: Vf-c sand, some sift, micaceous,
17
14
-.
rock fragments, dark mineral staining, tan to
brown
-,
Bentonite Seal
11 .5 to 13.5 ft.
13.5
12
-.
SM
14
19
Sand Pack
_
13.5 to 30.5 ft.
18.5
18
-
SM
501.5
19.5
-_
-
SILTY SAND: Saprolite; of-c sand, friable, rock
-.
fragments, relict rock texturefstructure,
-.
weathered relict fractures, dark weathered
minerals
0.010" Slotted
23.5
50f.5
24.0
-
SM
Screen 15.5 to 30.5
_-
SILT: Saprolite, trace to little of-f sand, hard,
ft.
--
dark brawn
28.5
501.2
-
ML
30.5
-

David Garrett, P. G., P.E.
Engineering and Geology Depths in feet, referenced b.g.s
Client and Project ChariotttEe Motor Speedway Phase II
Equipment Dietrich D-50 ATV Drilling Method HSA
Date Started 6I4V07 Date Ended 6I4I07
Drilling Firm Red Dog Drilling, Inc -Logged by Brian Boutin
Comments West of Cell 2F Total Depth 30.0
Boring No. PAY--.
Page 9 of 9
Ground Elevation 100.00
Water Level, TOE 26.0
Water Level, 24 Hr.
Stabilized Level
Date of Observation
Elev. SPT Data and Strata Depths Lithology Description and USCS Code Piezometer Constuction
• 100.00
98.00
96.00
94.00
• 92.00
90.00
88.00
86.00
84.00
• 82.00
80.00
• 78.00
76.00
74.00
• 72.00
70.00
- -
SANDY CLAY: Some f-c sand, plastic, brawn
3.5
5
4.0
--
CL
-
SILTY SAND: F-c sand, some silt, micaceous,
9
10
- 7
rock fragments, dark mineral staining, tan to
-.
brown
kraut 0 to
11.0 ft.
8.5
18
-7
SM
501.5
-_
Bentonite Seal
11.0 to 13.0 ft.
13.5
28
_'.7
SM
37
34
16.5
SILTY SAND: Saprolite; f-c sand, friable, rock
•
fragments, relict rock texturefstructure,
-.
weathered relict fractures, dark weathered
Sand Pack
18.5
501.4
minerals
SM
13.0 to 30.0 ft.
23.5
50f.5
-.
SM
0.010" Slotted
_
_
Screen 15.0 to 30.0
28.5
501.2
-
SM
30.0

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Deparhnent of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2789
1. WELL CONTRACTOR:
Mark E. Seiler, Sr.
Well Contractor (Individual) Name
Red Dog Drilling
Well Contractor Company Name
STREET ADDRESS 216 Pinewood Lane
Midland NC 28107
City or Town State Zip Code
7t 04 )_ 888-5422
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PMW- 10
WELL CONSTRUCTION PERMIT#(ffapplicable) na
OTHER ASSOCIATED PERMIT #(if applicable) na
3. WELL USE (Check Applicable Box) Monitoring[] Municipal/Public❑
Industrial/Commercial❑ Agricultural❑ Recovery❑ Injection❑
Irrigationp Other❑ (list use)
DATE DRILLED 5/31/07
TIME COMPLETED AMO PMEI
4. WELL LOCATION:
CITY: Concord COUNTY Cabarrus
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley 10 Flat ❑ Ridge ❑ Other
(check appropriate box)
May be in degrees,
LATITUDE _ _ minutes, seconds of
in a decimal format
LONGITUDE
Ilatitudeflongitude source: ❑ GPS ❑ Topographic snap
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Speedway Landfill
STREETADDRESS 5105 Morehead Rd.
Concord NC 28207
City or Town State Zip Code
CONTACT PERSON David Garrett
MAILINGADDRESS 5105 Harbour Towne Dr.
Raleigh NC `27604
City or Town State Zip Code
(919 )-231-1818
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: %
b. DOES WELL REPLACE EXISTING WELL? YES❑ N013
c. WATER LEVEL Below Top of Casing: 11. `1 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
'Top of casing terminated atior below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
7. CASING: Thickness/
Depth Diameter Weight Material
From d Toig). Ft. a" +"
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From To 13 Ft. Portland tremie
From To Ft.
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
.'
From f �" To ;7 Ft.2 in. 010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
10. SANDIGRAVEL PACK:
Depth Size Material
From 1 To w� Ft.
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
9i1219 driII� 'Ogg
12. REMARKS:
RentnnitP gpaj from S' to 10'
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
6112 diCLt1Q 6111107
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mark E. Seiler, Sr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3/07

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2789
1. WELL CONTRACTOR:
Mark E. Seiler, Sr.
Well Contractor (Individual) Name
Red Dog Drilling
Well Contractor Company Name
STREET ADDRESS 216 Pinewood Lane
Midland NC 28107
City or Town State Zip Code
70( 4 l_ 888-5422
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PMW- 2, 6
WELL CONSTRUCTION PERMIT#(Ifapplicable) na
OTHER ASSOCIATED PERMIT#(if applicable) na
3. WELL USE (Check Applicable Box) Monitoring El MunicipallPublic❑
Industrial/Commercial❑ Agricultural❑ Recovery[] Injection❑
Irrigation[] Other❑ (list use)
DATE DRILLED 5/31/07
TIME COMPLETED 2` 0 D AMI7 PMa
4. WELL LOCATION:
CITY: Concord COUNTY Cabarrus
(Street Name, Numbers, Community, Subdivision, Lot No.; Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley I7 Flat ❑ Ridge [] Other
(check appropriate box) \lay be in degrees,
LATITUDE _ _ minutes, seconds of
in a decimal format
LONGITUDE _
Latitude/longitude source: ❑ GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- Is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Speedway Landfill
STREET ADDRESS 5105 Morehead Rd.
Concord NC 28207
City or Town State Zip Code
CONTACT PERSON David Garrett
MAILING ADDRESS 5105 Harbour Towne Dr.
Raleigh NC '27604
City or Town State Zip Code
( 919 )-231-1818
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:
b. DOES WELL REPLACE EXISTING WELL? YES❑ NO❑
c. WATER LEVEL Below Top of Casing: ( 3 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
`Top of casing terminated at/or below land surface may require
a variance in accordance With 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
m FroTo From To
From To From To
7. CASING: Thickness/
Depth Diameter Weight Material
From 0 To 3- Ft. P-" Sb rl& +,(U IAUC
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From 6 To --l'- Ft. portland tremie
From To Ft.
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From S To -7, 0 Ft. 2 in. 010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From '4 To .2, I) Ft.42 Silica
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
ct�c rlrillinn Inner
�m9—ivgc
12. REMARKS: a r y
RPntnnitP Goal from X to le
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS j3EEN PROVIDED TO WELL WNER.
6/11/07
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mark E. Seiler, Sr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3/07

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2789
1. WELL CONTRACTOR:
Mark E. Seiler, Sr.
Well Contractor (individual) Name
Red Dog Drilling
Well Contractor Company Name
STREET ADDRESS 216 Pinewood Lane
Midland NC 28107
City or Town State Zip Code
70t 4 )_ 888-5422
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PMW- a
WELL CONSTRUCTION PERMIT#(ifapplicable) na
OTHER ASSOCIATED PERMIT #(if applicable) na
3. WELL USE (Check Applicable Box) Monitoringd MunicipallPublic❑
Industrial/Commercial❑ Agricultural❑ Recovery[] Injection❑
Irrigatiorl0 Otherl3 (list use)
DATE DRILLED 5f31/07
TIME COMPLETED :J a AMA PMO
4. WELL LOCATION:
CITY: Concord COUNTY Cabarrus
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley [I Flat ❑ Ridge ❑ Other
(check appropriate box) May be in degrees,
LATITUDE , _ minutes, seconds of
LONGITUDE in a decimal format
Latitudeflongitude source: ❑ GPS ❑ Topographic map
(locatfon of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Speedway Landfill
STREET ADDRESS 5105 Morehead Rd.
Concord NC 28207
City or Town State Zip Code
CONTACT PERSON David Garrett
MAILING ADDRESS 5105 Harbour Towne Dr.
Raleigh NC '27604
City or Town State Zip Code
(919 )_ 231-1818
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: i Z' S"�
b. DOES WELL REPLACE EXISTING WELL? YES❑ NON
c. WATER LEVEL Below Top of Casing: 7• FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
7. CASING: Thickness/
Depth _ Diameter Weight Material
From To a S Ft. r rhea vw
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From To ! Ft. Portland tremie
From To Ft.
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From a': To �a .3 Ft. 2 in. 010 in, PVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From A To 1,R3^ 1 Ft.#2 SIlina
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
see dl-iliRQ 18g8
12. REMARKS: / — a t
Rentonite teal fmm Sr to ig
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD
---�VIDEp TOTHFWELL WNER.
6/11 /07
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mark E. Seiler, Sr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 276994617 Phone No. [phone] ext 568. Rev. 3107

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2789
1. WELL CONTRACTOR:
Mark E. Seiler, Sr.
Well Contractor (Individual) Name
Red Dog Drilling
Well Contractor Company Name
STREETADDRESS 216 Pinewood Lane
Midland NC 28107
City or Town State Zip Code
70t 4 )- 888-5422
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(ifapplicable) PMW- -Z a
WELL CONSTRUCTION PERMIT#(if applicable) na
OTHER ASSOCIATED PERMIT#(if applicable) na
3. WELL USE (Check Applicable Box) Monitoring El Municipal/Public❑
Industrial/Commercial❑ Agricultural❑ Recoveryp Injectionl7
Irrigatiortp Otherp (list use)
DATE DRILLED 5/3 107 Ca AJ i
TIME COMPLETED f U `�S AMD PMO
4. WELL LOCATION:
CITY: Concord COUNTY Cabarrus
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley I] Flat ❑ Ridge ❑ Other
(check appropriate box)
1,Iav be in degrees,
LATITUDE minutes, seconds of
LONGITUDE in a decimal format
Latitude/longitude source: ❑ GPS ❑ Topographic neap
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Speedway Landfill
STREET ADDRESS 5105 Morehead Rd.
Concord NC 28207
City or Town State Zip Code
CONTACT PERSON David Garrett
MAILINGADDRESS 5105 Harbour Towne Dr.
Raleigh NC `27604
City or Town State Zip Code
(919 )-231-1818
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:
b. DOES WELL REPLACE EXISTING WELL? YES❑ NO[]
c. WATER LEVEL Below Top of Casing: /3 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
`Top of casing terminated atfor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
7. CASING: Thickness/
Depth Diameter Weight Material
From To S Ft !156k1(J R2 C
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From Zf To_�_ Ft. pordand tremie
From To Ft.
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From To Ft. 2 in. 010 in. PVG
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From To 23 Ft. #2 Gilina
From To Ft. —
From —To Ft.
II.DRILLING LOG
From To Formation Description
See drilling logs
12. REMARKS: q / - (' I
R,PntnnitP. SPAT from ft0 W
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
I SA NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD S EEN OVIDEDTOTH ELLO NER.
� ` t' , 6/11/07
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mark E. Seiler, Sr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3/07

NON ON RESIDENTML WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2789
1. WELL CONTRACTOR:
Mark E. Seiler, Sr.
Well Contractor (Individual) Name
Red Dog Drilling
Well Contractor Company Name
STREET ADDRESS 216 Pinewood Lane
Midland NC 28107
City or Town State Zip Code
70(_ 4 )_888-5422
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PMW
WELL CONSTRUCTION PERMIT#(ff applicable) na
OTHER ASSOCIATED PERMIT #(if applicable) na
3. WELL USE (Check Applicable Box) Monitoring El Municipal/Public❑
IndustriallCommercial❑ Agricultural❑ Recovery❑ Injection❑
Irrigationp Other❑ (list use)
DATE DRILLED 5tgtM7 L!/
0 V
TIME COMPLETED 1 Z' Oc7 AM❑ PM❑
4. WELL LOCATION:
CITY: Concord COUNTY CabarruS
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC I LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box) May be in degrees,
LATITUDE _ _ minutes, seconds or
LONGITUDE in a decimal format
Latitudellongitude soiree: ❑ GPS ❑ Topographic snap
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Speedway Landfill
STREET ADDRESS 5105 Morehead Rd.
Concord NC 28207
City or Town State Zip Code
CONTACT PERSON David Garrett
MAILING ADDRESS 5105 Harbour Towne Dr.
Raleigh NC `27604
City or Town State Zip Code
(919 )_ 231-1818
Area code - Phone number
6. WELL DETAILS:
r
a. TOTAL DEPTH: a 0
b. DOES WELL REPLACE EXISTING WELL? YES❑ NO[]
c. WATER LEVEL Below Top of Casing: 1-3. FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface`
`Top of casing terminated atlor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
7. CASING: Thickness;
Depth Diameter Weight Material
From O To Ft. tit u ar* 0
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From 0 To ?I Ft. Portland tremie
From To Ft.
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From 5 To -2 D Ft. 2 in. 010 in.yC
From To Ft. in. in.
From To Ft. in. in.
10. SANDIGRAVEL PACK:
Depth Size Material
From Li To A Ft. #2
From To Ft.
From To Ft.-
1 1.DRILLING LOG
From To Formation Description
set drilling logs
12. REMARKS: - 5/
RPntonitP SPgl fmm R'to
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO E WELL OWNER.
C • G�/� 6111107
SIG14ATURE OF CERTIFIED WELL CONTRACTOR DATE
Mark E. Seiler, Sr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 276994617 Phone No. [phone] ext 568. Rev. 3107

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2789
1. WELL CONTRACTOR:
Mark E. Seiler, Sr.
Well Contractor (Individual) Name
Red Dog Drilling
Well Contractor Company Name
STREET ADDRESS 216 Pinewood Lane
Midland NC 28107
City or Town State Zip Code
70t 4 )_ 888-5422
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PMW 40
WELL CONSTRUCTION PERMIT#(ifapplicable) na
OTHER ASSOCIATED PERMIT#(if applicable) na
3. WELL USE (Check Applicable Box) Monitoring E] Municipal/Public❑
IndustrialiCommercial❑ Agricultural❑ Recovery[] Injection[]
Irrigationil Other❑ (list use)
DATE DRILLED 51�-WI7 !,Zq7
TIME COMPLETED sue: S6 AMEI PM❑
4. WELL LOCATION:
CITY: Concord COUNTY Cabarrus
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC! LAND SETTING:
❑ Slope ❑ Valley 0 Flat ❑ Ridge ❑ Other
(check appropriate box) %lay be in degrees,
LATITUDE ` _ minutes, seconds m
in a decimal format
LONGITUDE
Latitudellongitude source: ❑ GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is locabed.
FACILITY ID #(if applicable)
NAME OF FACILITY Speedway Landfill
STREET ADDRESS 5105 Morehead Rd.
Concord NC 28207
City or Town State Zip Code
CONTACT PERSON David Garrett
MAILING ADDRESS 5105 Harbour Towne Dr.
Raleigh NC '27604
City or Town State Zip Code
t919 )-231-1818
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 30 ,
lo. DOES WELL REPLACE EXISTING WELL? YES❑ NO❑
c. WATER LEVEL Below Top of Casing:3 f FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface`
`Top of casing terminated atlor below land surface may require
a variance in accordance with 15A NCAC 2C A118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
7. CASING: Thickness/
Depth r S Diameter Wei t Material
From 0 To Ft. t/0 VC-
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From O To O Ft. Portland tremie
From To Ft.
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From 1 r To 2V Ft. 2 in. 010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From I I To 30 Ft. #2 Silinn
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
c drilling 14nggo
12. REMARKS:
RpntfnitP Seal from 9 to 1,K
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC ZC, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD e PRQVID?O ELL Qj�1NER.
tr �/cT(�' 6111107
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mark E. Seiler, Sr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3107

NONRESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Qualith
WELL CONTRACTOR CERTIFICATION # 2789
1. WELL CONTRACTOR:
Mark E. Seiler, Sr.
Well Contractor (Individual) Name
Red Dog Drilling
Well Contractor Company Name
STREET ADDRESS 216 Pinewood Lane
Midland NC 28107
City or Town State Zip Code
7704 )- 888-5422
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PMW- 3 r
WELL CONSTRUCTION PERMIT#(if applicable) na
OTHER ASSOCIATED PERMIT #(if applicable) na
3. WELL USE (Check Applicable Box) Monitoring Municipal] Public❑
Industrial/Commercial❑ Agricultural❑ Recovery❑ Injection❑
Irrigationp Other❑ (list use)
DATE DRILLED
TIME COMPLETED AMD PM❑
4. WELL LOCATION:
CITY. Concord COUNTY CabarruS
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
0 Slope ❑ Valley 0 Flat ❑ Ridge ❑ Other
(check appropriate box)
'vlar• be in decrees,
LATITUDE _ _ minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑ GPS ❑ Topographic map
(location of well mustbe shown on a USGS topo map and
attached to this form if not using GPS)
S. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Speedway Landfill
STREET ADDRESS 5105 Morehead Rd.
Concord NC 28207
City or Town State Zip Code
CONTACT PERSON David Garrett
MAILING ADDRESS 5105 Harbour Towne Dr.
Raleigh NC '27604
City or Town State Zip Code
(919 )-231-1818
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 2 0
b. DOES WELL REPLACE EXISTING WELL? YES❑ NOS•
c. WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
7. CASING: Thickness/
Depth Diameter Wei ht Material
From G ToIS- Ft. �° Poe,
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
O:s Ft Portland tremie
From '0 To i
From To Ft.
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From / S To U Ft. 2 in. 010 in. VG
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From I Z• S To -J Ft. #2 Silica
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
see drilling logs
i
12. REMARKS: 9, j - /Q;
t-ntnnitP seal fmm K to 19
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAhS BEEN OVIDED TQ THE WELL OWNER.
6/11/07
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mark E. Seiler, Sr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 276994617 Phone No. [phone] ext 568. Rev. 3107

NONRESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2789
1. WELL CONTRACTOR:
Mark E. Seiler, Sr.
Well Contractor (Individual) Name
Red Dog Drilling
Well Contractor Company Name
STREET ADDRESS 216 Pinewood Lane
Midland NC 28107
City or Town State Zip Code
70( 4 )_ 888-5422
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PMW- -�
WELL CONSTRUCTION PERMIT#(if applicable) na
OTHER ASSOCIATED PERMIT #(if applicable) na
3. WELL USE (Check Applicable Box) Monitoring [a MunicipallPublic❑
IndustrialfCommercial❑ Agricultural❑ Recovery❑ Injection❑
Irrigationp Other❑ (list use)
DATE DRILLED 5AYrIC7 6 fg/J 7
TIME COMPLETED AMI] PM❑
4. WELL LOCATION:
CITY: Concord COUNTY Cabarrus
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC i LAND SETTING:
❑ Slope ❑ Valley El Flat ❑ Ridge ❑ Other
(check appropriate box)
%1ay be in degrees,
LATITUDE _ _ minutes, seconds or
in a decimal format
LONGITUDE
Latitude/longitude source: ❑ GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Speedway Landfill
STREET ADDRESS 5105 Morehead Rd.
Concord NC 28207
City or Town State Zip Code
CONTACT PERSON David Garrett
MAILING ADDRESS 5105 Harbour Towne Dr.
Raleigh NC '27604
City or Town State Zip Code
(919 )-231-1818
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: "L
b. DOES WELL REPLACE EXISTING WELL? YES❑ NO❑
c. WATER LEVEL Below Top of Casing: % FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
`Top of casing terminated atlor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
7. CASING: Thickness/
Depth Diameter Weight Material
From 0 To i O Ft. a?.li 5 poi Vc
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From d To Ft. Portland tremie
From To Ft.
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From t' 0 To IS— Ft. 2 in. 010 in. pVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From i3 To r, s Ft. #2 nn
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
sr�ari
12. REMARKS:
RentanitP sea, frnm 8' fn 10'
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD FW BEEN PRPVID`E� TO THE VTELL OWNER. �/j
2-i - � J•�t11. .Xl r> 6/11 /07
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mark E. Seiler, Sr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 276994617 Phone No. [phone] ext 568. Rev. 3107

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2789
1. WELL CONTRACTOR:
Mark E. Seiler, Sr.
Well Contractor (Individual) Name
Red Dog Drilling
Well Contractor Company Name
STREET ADDRESS 216 Pinewood Lane
Midland NC 28107
City or Town State Zip Code
70( 4 }_ 888-5422
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PMW- 03
WELL CONSTRUCTION PERM IT#(ifapplicable) na
OTHER ASSOCIATED PERMIT #(if applicable) na
3. WELL USE (Check Applicable Box) Monitoring El Municipal/Public❑
Industrial/Commercial❑ Agricultural❑ Recovery❑ Injection❑
Irrigationp Other❑ (list use)
DATE DRILLED 5Q4107 6/4 / 4
TIME COMPLETED / %J 0 AMO PM❑
4. WELL LOCATION:
CITY: Concord COUNTY Cabarrus
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley 1] Flat ❑ Ridge ❑ Other
(check appropriate box)
,l1av be in degrees,
LATITUDE _ _ minutes, seconds of
in a decimal format
LONGITUDE
Latitude/longitude source: ❑ GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this fam ff not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Speedway Landfill
STREETADDRESS 5105 Morehead Rd.
Concord NC 28207
City or Town State Zip Code
CONTACT PERSON David Garrett
MAILING ADDRESS 5105 Harbour Towne Dr.
Raleigh NC `27604
City or Town State Zip Code
(919 )- 231-1818
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 30.
b. DOES WELL REPLACE EXISTING WELL? YES❑ NOB
c. WATER LEVEL Below Top of Casing: Z 7, t- FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
7. CASING: Thickness/
Depth i Diameter Wei ht Material
From 0 To IS3` Ft. cd"
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From 0 To i O Ft. portland tremie
From To Ft.
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From i S S To Ft. 2 in. 010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From i3 To Ft.#2 �ilir'a
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
RAR g l9
12. REMARKS: jp - 1 3 r
RPntnnitP sPal fmm Kfn 10
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
t 5A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO TIJE WELL OWNER.
Z/4� f 6/11/07
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mark E. Seiler, Sr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3/07

1 r ONRESIDENTML WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2789
1. WELL CONTRACTOR:
Mark E. Seiler, Sr.
Well Contractor (Individual) Name
Red Dog Drilling
Well Contractor Company Name
STREET ADDRESS 216 Pinewood Lane
Midland NC 28107
City or Town State Zip Code
7{ 04 )_ 888-5422
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(ff applicable) PMW c{
WELL CONSTRUCTION PERMIT#(if applicable) na
OTHER ASSOCIATED PERMIT #(if applicable) na
3. WELL USE (Check Applicable Box) Monitoring 0 Municipal/Public❑
Ind ustrial/Commercial❑ Agricultural❑ Recovery❑ Injection[]
Irrigationp Other[] (list use)
DATE DRILLED 7 G *(J 7
TIME COMPLETED % yV AMI7 PM❑
4. WELL LOCATION:
CITY: Concord COUNTY Cabarrus
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley p Flat ❑ Ridge ❑ Other
(check appropriate box)
ivlay be in degrees,
LATITUDE minutes, seconds or
in a decimal format
LONGITUDE
Latitude./longitude ongitude source: ❑ GP5 ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Speedway Landfill
STREET ADDRESS 5105 Morehead Rd.
Concord NC 28207
City or Town State Zip Code
CONTACT PERSON David Garrett
MAILING ADDRESS 5105 Harbour Towne Dr.
Raleigh NC `27604
City or Town State Zip Code
(919 1.231-1818
Area code - Phone number
6. WELL DETAILS:
r
a. TOTAL DEPTH: 3y
b. DOES WELL REPLACE EXISTING WELL? YES[] NOiJ
c. WATER LEVEL Below Top of Casing: Z c. - 7 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface*
`Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
7. CASING: Thickness/
Depth Diameter Weight Material
From O To / Ft. 2- scnao PVC
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From O To fO Ft. pordand tremie
From To Ft.
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From % S To 330 Ft. 2 in. 010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From 13 To 30 Ft. #2 Siltea
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
seta drill nn logs
12. REMARKS: /v - (3
RPntnnite seal fmm Of to 1 Ff
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO E WELL OWNE .
6/11107
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mark E. Seiler, Sr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3107

Exhibit B
Monitoring Well and Underdrain Outlet Survey
Water Quality Monitoring Plan www.scsengineers.com
Exhibit B

/ I
/ I
I
I /
I /
/ I
I /
1 /
/
Vell
2
)8
579.93
'VC 579.38
Ise 576.26
----------------------
------------------------------
7 Well
3.50
15.62
d 579.66
" PVC 579.05
Base 575.93
I
I
- - -
--
I
I
Monitoring Well
N 584610.75
E 1504096.19 „
Top of Lid 562.31
Top of 2" PVC 561.64
Concrete Base 558.59
Monitoring Well
N 584604.44
E 1504097.16
Top of Lid 562.27
Top of 2" PVC 561.78
Concrete Base 558.55
\ 1
�\ 1
\ 1
I I
1 I
1 I
, I
' I
HDPE Underdrain
N 584661.80 I
E 1504200.13 j
Invert = 551.08
I
I ,
I ,
' I

Exhibit C
NCDEQ SWS Environmental Monitoring Report Form (updated June
10, 2009)
Water Quality Monitoring Plan www.scsengineers.com
Exhibit C

DENR USE ONLY ❑Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
NC DENR Environmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
• Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
• Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
• Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
• Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Phone:
E-mail:
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or. 1600) October 20-24, 2006)
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑ Detection Monitoring ❑ Assessment Monitoring Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data El
water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
e No. No groundwater or surface water standards were exceeded.
Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
❑ Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
Facility Representative Name (Print) Title (Area Code) Telephone Number
Signature
Facility Representative Address
Date
Affix NC Licensed/ Professional Geologist Seal
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009

Appendix A
NC SWS Environmental Monitoring - Groundwater Protection
Compliance Standards - Constituent List
Water Quality Monitoring Plan www.scsengineers.com
Appendix A

NC Solid Waste Section
Environmental Monitoring List
NC Solid Waste Section Environmental Monitoring
Groundwater Protection Compliance Standards - Constituents List
(updated October 15, 2018)
All units are ug/L unless otherwise noted.
NE = Not Established
Groundwater Protection Standards 1
DEQ
Calculated
CAS RN z SWS ID a CHEMICAL NAME 2L 2L IMAC MCL GWP Std Reference List 4
67-64-1 3 Acetone
107-13-1 8 Acrylonitrile
6000
NE
NE NE Appendix I
NE NE Appendix 1
NE
NE
7440-36-0
13
Antimony
NE
1
6
NE
Appendix I
7440-38-2
14
Arsenic
30
NE
10
NE
Appendix 1
7440-39-3
15
Barium
700
NE
2000
NE
Appendix 1
71-43-2
16
Benzene
1
NE
5
NE
Appendix I
7440-41-7
23
Beryllium
NE
4
1 4
NE
Appendix 1
74-97-5
28
Bromochloromethane; Chlorobromethane
NE
NE
NE
0.6
Appendix 1
75-27-4
29
Bromodichloromethane; Dibromochloromethane
0.6
NE
80
NE
Appendix I
75-25-2
30
Bromoform; Tribromomethane
4
NE
80
NE
Appendix I
7440-43-9
34
Cadmium
2
NE
1 5
NE
Appendix I
75-15-0
35
Carbon disulfide
700
NE
NE
I NE
Appendix I
56-23-5
36
Carbon tetrachloride
0.3
NE
5
NE
Appendix 1
108-90-7
39
Chlorobenzene
50
NE
100
NE
Appendix 1
75-00-3
41
Chloroethane; Ethyl chloride
3000
NE
I NE
NE
Appendix 1
67-66-3
44
Chloroform; Trichloromethane
70
NE
80
NE
Appendix 1
7440-47-3
51
Chromium
10
NE
100
NE
Appendix 1
7440-48-4
53
Cobalt
NE
1
NE
1300
80
I NE
Appendix 1
7440-50-8
54
Copper
1000
NE
NE
Appendix1
124-48-1
66
Dibromochloromethane; Chlorodibromomethane
0.4
NE
NE
Appendix 1
96-12-8
67
1,2-Dibromo-3-chloropropane; DBCP
0.04
NE
0.2
NE
Appendix 1
106-93-4
68
1,2-Dibromoethane; Ethylene dibromide; EDB
0.02
NE
1 0.05
NE
Appendix 1
95-50-1
69
o-Dichlorobenzene; 1,2-Dichlorobenzene
20
NE
600
NE
Appendix I
106-46-7
71
p-Dichlorobenzene; 1,4-Dichlorobenzene
6
NE
75
NE
Appendix 1
110-57-6
73
trans-1,4-Dichloro-2-butene
NE
NE
NE
NE
Appendix I
75-34-3
75
1,1-Dichloroethane; Ethyldidene chloride
6
NE
NE
NE
Appendix I
107-06-2
76
1,2-Dichloroethane; Ethylene dichloride
0.4
NE
5
NE
Appendix I
75-35-4
77
1,1-Dichloroethylene; 1,1-Dichloroethene;
350
NE
7
NE
Appendix I
Page 1 of 11

NC Solid Waste Section
Environmental Monitoring List
Groundwater Protection Standards 1
CAS RN z
SWS ID'
DEQ
Calculated
CHEMICAL NAME 2L 2111. IMAC MCL GWP Std Reference List
156-59-2
78
Vinylidene chloride cis-1,2-Dichloroethylene; cis-1,2-
Dichloroethene
70
NE
70
NE
Appendix 1
156-60-5
79
trans-1,2-Dichloroethylene; trans-1,2-Dichloroethene
100
NE
100
NE
Appendix I
78-87-5
82
1,2-Dichloropropane
0.6
NE
5
NE
Appendix I
10061-01-5
86
cis-1,3-Dichloropropene
0.4
NE
I NE
NE
Appendix I
10061-02-6
87
trans-1,3-Dichloropropene
0.4
NE
NE
NE
Appendix I
100-41-4
110
Ethylbenzene
600
NE
700
NE
Appendix I
591-78-6
124
2-Hexanone; Methyl butyl ketone
NE
40
NE
NE
Appendix I
7439-92-1
131
Lead
15
NE
1 15
NE
AppendixI
74-83-9
136
Methyl bromide; Bromomethane
NE
30
NE
NE
Appendix I
74-87-3
137
Methyl chloride; Chloromethane
Methylene bromide; Dibromomethane
Methylene chloride; Dichloromethane
3
NE
NE
NE
Appendix I
74-95-3
139
NE
70
NE
NE
Appendix 1
Appendix 1
75-09-2
140
5
NE
1 5
NE
78-93-3
141
Methyl ethyl ketone; MEK; 2-Butanone
4000
NE
NE
NE
Appendix I
74-88-4
142
Methyl iodide; Iodomethane
NE
NE
NE
NE
Appendix I
108-10-1
147
4-Methyl-2-pentanone; Methyl isobutyl ketone
NE
100
NE
NE
Appendix I
7440-02-0
152
Nickel
100
NE
I NE
NE
Appendix I
7782-49-2
183
Selenium
20
NE
50
NE
Appendix I
7440-22-4
184
Silver
20
NE
NE
NE
Appendix I
100-42-5
186
Styrene
70
NE
100
NE
Appendix I
630-20-6
190
1,1,1,2-Tetrachloroethane
NE
1
I NE
NE
A2pendix1
79-34-5
191
1,1,2,2-Tetrachloroethane
0.2
NE
NE
NE
AppendixI
127-18-4
192
Tetrachloroethylene; Tetrachloroethene;
Perch loroethylene
0.7
NE
5
NE
Appendix I
7440-28-0
194
Thallium
NE
0.2
2
NE
Appendix I
108-88-3
196
Toluene
600
NE
1 1000
NE
Appendix I
71-55-6
200
1,1,1-Trichloroethane; Methylchloroform
200
NE
200
NE
Appendix I
79-01-6
201
Trichloroethylene; Trichloroethene
3
NE
5
NE
Appendix I
79-00-5
202
1,1,2-Trichloroethane
NE
0.6
5
NE
Appendix I
75-69-4
203
Trichlorofluoromethane; CFC-11
2000
NE
NE
NE
Appendix 1
96-18-4
206
1,2,3-Trichloropropane
0.005
NE
NE
NE
Appendix I
7440-62-2
209
Vanadium
NE
0.3
NE
NE
Appendix I
108-05-4
1 210
Vinyl acetate
NE
88
NE
I NE
Appendix I
75-01-4
1 211
1 Vinyl chloride; Chloroethene
0.03
NE
2
1 NE
Appendix I
Page 2 of 11

NC Solid Waste Section
Environmental Monitoring List
Groundwater Protection Standards 1
CAS RN z
SWS ID'
DEQ
Calculated
CHEMICAL NAME 2111. 21. IMAC MCL GWP Std Reference List 4
7440-66-6
213
Zinc
1000
NE
NE
NE
Appendix 1
1330-20-7 346
Xylene (total)
S00
NE
10000
NE
Appendix 1
83-32-9 1
Acenaphthene
80
NE
NE
NE
Appendixll
208-96-8
2
Acenaphthylene
200
NE
I NE
NE
Appendix II
75-05-8
4
Acetonitrile; Methyl cyanide
NE
NE
NE
NE
Appendix II
98-86-2
5
Acetophenone
NE
700
NE
NE
Appendix II
53-96-3
6
2-Acetylaminofluorene; 2-AAF
NE
NE
NE
NE
Appendix II
107-02-8
7
Acrolein
NE
4
1 NE
NE
Appendix II
309-00-2
9
Aldrin
NE
0.002
NE
NE
Appendix II
107-05-1
10
Allyl chloride
NE
NE
NE
NE
Appendix II
92-67-1
11
4-Aminobiphenyl
NE
NE
NE
NE
Appendix II
120-12-7
12
Anthracene
2000
NE
I NE
NE
Appendixll
56-55-3
17
Benzo[a]anthracene; Benzanthracene
0.05
NE
NE
NE
I Appendix II
205-99-2
18
Benzo[b]fluoranthene
0.05
NE
NE
NE
Appendix II
207-08-9
19
Benzo[k]fluoranthene
O.S
NE
NE
NE
Appendix II
191-24-2
20
Benzo[ghi]perylene
200
NE
NE
NE
Appendix II
50-32-8
21
Benzo[a]pyrene
0.005
NE
0.2
NE
Appendix II
100-51-6
22
Benzyl alcohol
NE
700
NE
NE
I Appendix II
319-84-6
24
alpha-BHC
NE
0.006
NE
NE
Appendix II
319-85-7
25
beta-BHC
NE
0.02
NE
NE
Appendix II
319-86-8
26
delta-BHC
NE
NE
NE
0.019
Appendix II
58-89-9
27
gamma-BHC; Lindane
0.03
NE
0.2
NE
Appendix II
101-55-3
31
4-Bromophenyl phenyl ether
NE
NE
NE
NE
Appendix II
85-68-7
32
Butyl benzyl phthalate; Benzyl butyl phthalate
1000
NE
NE
NE
Appendix II
84-74-2
33
Di-n-butyl phthalate
700
NE
NE
NE
Appendix 11
106-47-8
38
p-Chloroaniline
NE
NE
NE
NE
Appendix II
510-15-6
40
Chlorobenzilate
NE
NE
NE
NE
Appendix II
111-91-1
42
Bis(2-chloroethoxy)methane
NE
NE
NE
NE
Appendix II
111-44-4
43
Bis(2-chloroethyl)ether; Dichloroethyl ether
NE
NE
NE
0.031
Appendix 11
59-50-7
45
p-Chloro-m-cresol; 4-Chloro-3-methyl phenol
NE
NE
NE
NE
Appendix II
108-60-1
46
Bis(2-chloro-l-methylethyl) ether; 2,2'-
Dichlorodiisopropyl ether; DCIP
NE
NE
NE
NE
Appendix II
91-58-7
47
2-Chloronaphthalene
NE
NE
NE
NE
Appendix II
Page 3 of 11

NC Solid Waste Section
Environmental Monitoring List
Groundwater Protection Standards 1
CAS RN z
SWS ID'
DEQ
Calculated
CHEMICAL NAME 2111. 21. IMAC MCL GWP Std Reference List"
95-57-8
48
2-Chlorophenol
0.4
NE
NE
NE
Appendix II
7005-72-3
49
4-Chlorophenyl phenyl ether
NE
NE
NE
NE
Appendix II
126-99-8
50
Chloroprene
NE
NE
NE
NE
Appendix II
218-01-9
52
Chrysene
5
NE
I NE
NE
Appendix II
95-48-7
56
o-Cresol; 2-Methylphenol
NE
400
NE
NE
Appendix II
57-12-5
58
Cyanide
70
NE
200
NE
Appendix II
94-75-7
59
2,4-D; 2,4-Dichlorophenoxyacetic acid
70
NE
70
NE
Appendix II
72-54-8
60
4,4'-DDD
0.1
NE
I NE
NE
Appendix II
72-55-9
61
4,4'-DDE
NE
NE
NE
NE
Appendix II
50-29-3
62
4,4'-DDT
0.1
NE
NE
NE
Appendix II
2303-16-4
63
Diallate
Dibenz[a,h]anthracene
Dibenzofuran
NE
NE
NE
NE
Appendix II
53-70-3
64
0.005
NE
NE
NE
Appendix II
132-64-9
65
NE
28
1 NE
NE
I Appendix II
541-73-1
70
m-Dichlorobenzene; 1,3-Dichlorobenzene
200
NE
NE
NE
Appendix II
91-94-1
72
3,3'-Dichlorobenzidine
NE
NE
NE
NE
Appendix II
75-71-8
74
Dichlorodifluoromethane; CFC 12
1000
NE
NE
NE
Appendix II
120-83-2
80
2,4-Dichlorophenol
NE
0.98
NE
NE
Appendix II
87-65-0
81
2,6-Dichlorophenol
NE
NE
NE
NE
Appendix II
142-28-9
83
1,3-Dichloropropane; Trimethylene dichloride
NE
NE
NE
NE
Appendix II
594-20-7
84
2,2-Dichloropropane; Isopropylidene chloride
NE
NE
NE
NE
Appendix II
563-58-6
85
1,1-Dichloropropene
NE
NE
NE
NE
Appendix II
60-57-1
88
Dieldrin
0.002
NE
NE
NE
Appendix II
297-97-2
89
O,O-Diethyl 0-2-pyrazinyl phosphorothioate; Thionazin
NE
NE
NE
NE
Appendix II
84-66-2
90
Diethyl phthalate
6000
NE
NE
NE
Appendix II
60-51-5
91
Dimethoate
NE
NE
NE
NE
Appendix II
60-11-7
92
p-(Dimethylamino)azobenzene
NE
NE
NE
NE
Appendix II
57-97-6
93
7,12-Dimethylbenz[a]anthracene
NE
NE
NE
NE
Appendix II
119-93-7
94
3,3'-Dimethylbenzidine
NE
NE
NE
NE
Appendix II
105-67-9
95
2,4-Di methyl phenol; m-Xylenol
100
NE
NE
NE
Appendix II
131-11-3
96
Dimethyl phthalate
NE
NE
NE
NE
Appendix II
99-65-0
1 97
m-Dinitrobenzene
I NE
NE
NE
NE
I Appendix II
534-52-1
1 98
1 4,6-Dinitro-o-cresol; 4,6-Dinitro-2-methylphenol
NE
NE
NE
NE
I Appendix II
Page 4 of 11

NC Solid Waste Section
Environmental Monitoring List
Groundwater Protection Standards 1
CAS RN z
SWS ID'
DEQ
Calculated
CHEMICAL NAME 2111. 21. IMAC MCL GWP Std Reference List 4
51-28-5
99
2,4-Dinitrophenol
NE
NE
NE
NE
Appendix II
121-14-2
100
2,4-Dinitrotoluene
NE
0.1
NE
NE
Appendix II
606-20-2
101
2,6-Dinitrotoluene
NE
NE
NE
NE
Appendix II
88-85-7
102
Dinoseb; DNBP; 2-sec-Butyl-4,6-dinitrophenol
NE
7
7
NE
Appendix II
122-39-4
103
Diphenylamine
NE
NE
NE
NE
Appendix II
298-04-4
104
Disulfoton
0.3
NE
NE
NE
Appendix II
959-98-8
105
Endosulfan 1
40
NE
NE
NE
Appendix II
33213-65-9
106
Endosulfan II
NE
NE
NE
42
Appendix II
1031-07-8
107
Endosulfan sulfate
NE
40
NE
NE
Appendix II
72-20-8
108
Endrin
2
NE
2
NE
Appendix II
7421-93-4
109
Endrin aldehyde
2
NE
NE
NE
Appendix II
117-81-7
111
Bis(2-ethylhexyl) phthalate
3
NE
NE
NE
Appendix II
97-63-2
112
Ethyl methacrylate
NE
NE
NE
NE
Appendix II
62-50-0
113
Ethyl methanesulfonate
NE
NE
NE
NE
Appendix II
52-85-7
114
Famphur
NE
NE
NE
NE
Appendix II
206-44-0
115
Fluoranthene
300
NE
NE
NE
Appendix II
86-73-7
116
Fluorene
300
NE
NE
NE
Appendix II
76-44-8
117
Heptachlor
0.008
NE
0.4
NE
Appendix II
1024-57-3
118
Heptachlor epoxide
0.004
NE
0.2
NE
Appendix II
118-74-1
119
Hexachlorobenzene
0.02
NE
1
NE
Appendix II
87-68-3
120
Hexachlorobutadiene
0.4
NE
NE
NE
Appendix II
77-47-4
121
Hexachlorocyclopentadiene
NE
NE
50
s0
Appendix II
67-72-1
122
Hexachloroethane
NE
NE
NE
2.5
Appendix II
1888-71-7
123
Hexachloropropene
NE
NE
I NE
NE
Appendix II
193-39-5
125
Indeno(1,2,3-cd)pyrene
0.05
NE
NE
NE
Appendix II
78-83-1
126
Isobutyl alcohol
NE
NE
NE
NE
Appendix II
465-73-6
127
Isodrin
NE
NE
NE
NE
Appendix II
78-59-1
128
Isophorone
40
NE
NE
NE
Appendix II
120-58-1
129
Isosafrole
NE
NE
NE
NE Appendix II
143-50-0
130
Kepone
NE
NE
NE
NE
Appendix II
7439-97-6
132
Mercury
1
NE
2
NE
App. II/C&D
126-98-7
133
Methacrylonitrile
NE
NE
NE
NE
Appendix II
Page 5 of 11

NC Solid Waste Section
Environmental Monitoring List
Groundwater Protection Standards 1
CAS RN z
DEQ
Calculated
SWS ID' CHEMICAL NAME 2111. 21. IMAC MCL GWP Std Reference List 4
91-80-5
134
Methapyrilene
NE
NE
NE
NE
Appendix II
72-43-5
135
Methoxychlor
40
NE
NE
NE
Appendix II
56-49-5
138
3-Methylcholanthrene
NE
NE
NE
NE
Appendix II
80-62-6
143
Methyl methacrylate
NE
25
I NE
NE
Appendix II
66-27-3
144
Methyl methanesulfonate
NE
NE
NE
NE
Appendix II
91-57-6
145
2-Methylnaphthalene
30
NE
NE
NE
Appendix II
298-00-0
146
Methyl parathion; Parathion methyl
NE
NE
NE
NE
Appendix II
91-20-3
148
Naphthalene
6
NE
NE
NE
Appendix II
130-15-4
149
1,4-Naphthoquinone
NE
NE
NE
NE
Appendix II
134-32-7
150
1-Naphthylamine
NE
NE
NE
NE
Appendix II
91-59-8
151
2-Naphthylamine
NE
NE
NE
NE
Appendix II
99-09-2
153
m-Nitroaniline; 3-Nitroaniline
NE
NE
NE
NE
Appendix II
88-74-4
154
o-Nitroaniline; 2-Nitroaniline
NE
NE
NE
NE
Appendix II
100-01-6
155
p-Nitroaniline; 4-Nitroaniline
NE
NE
NE
NE
Appendix II
98-95-3
156
Nitrobenzene
NE
NE
NE
NE
Appendix II
99-55-8
157
5-Nitro-o-toluidine
NE
NE
NE
NE
Appendix II
88-75-5
158
o-Nitrophenol; 2-Nitrophenol
NE
NE
NE
NE
Appendix II
100-02-7
159
p-Nitrophenol; 4-Nitrophenol
NE
NE
NE
NE
Appendix II
55-18-5
160
N-Nitrosodiethylamine
NE
NE
NE
NE
Appendix II
62-75-9
161
N-Nitrosodimethylamine
0.0007
NE
NE
NE
Appendix II
924-16-3
162
N-Nitrosodi-n-butylamine
NE
NE
NE
NE
Appendix II
86-30-6
1 163
N-Nitrosodiphenylamine
NE
NE
NE
NE
Appendix II
621-64-7 164
10595-95-6 165
N-Nitrosodipropylamine; N-Nitroso-N-dipropylamine; Di-
n-propylnitrosamine
N-Nitrosomethylethalamine
NE
NE
NE
NE
Appendix II
Appendix II
Appendix II
NE
NE
NE
NE
NE
NE
NE
NE
100-75-4
166
N-Nitrosopiperidine
930-55-2
167
N-Nitrosopyrrolidine
NE
NE
NE
NE
Appendix II
117-84-0
168
Di-n-octyl phthalate
100
NE
NE
NE
Appendix II
56-38-2
169
Parathion
NE
NE
NE
NE
Appendix II
1336-36-3
170
Polychlorinated biphenyls; PCBs
NE
0.09
0.5
NE
Appendix II
608-93-5
171
Pentachlorobenzene
NE
NE
NE
NE
Appendix II
82-68-8
172
1 Pentachloronitrobenzene
NE
NE
NE
NE
Appendix II
87-86-5
173
1 Pentachlorophenol
0.3
NE
1
NE
Appendix II
Page 6 of 11

NC Solid Waste Section
Environmental Monitoring List
Groundwater Protection Standards 1
CAS RN z
DEQ
Calculated
SWS ID' CHEMICAL NAME 2111. 21. IMAC MCL GWP Std Reference List 4
62-44-2
174
Phenacetin
NE
NE
NE
NE
Appendix II
85-01-8
175
Phenanthrene
200
NE
NE
NE
Appendix II
106-50-3
176
p-Phenylenediamine
NE
NE
NE
NE
Appendix II
108-95-2
177
Phenol
30
NE
I NE
NE
Appendix II
298-02-2
178
Phorate
1
NE
NE
NE
Appendix II
23950-58-5
179
Pronamide
NE
NE
NE
NE
Appendix II
107-12-0
180
Propionitrile; Ethyl cyanide
NE
NE
NE
NE
Appendix II
129-00-0
181
Pyrene
200
NE
I NE
NE
Appendix II
94-59-7
182
Safrole
NE
NE
NE
NE
Appendix II
93-72-1
185
Silvex; 2,4,5-TP
50
NE
NE
NE
Appendix II
18496-25-8
187
Sulfide
NE
NE
NE
NE
Appendix II
93-76-5
188
2,4,5-T; 2,4,5-Trichlorophenoxyacetic acid
NE
NE
NE
NE
Appendix II
95-94-3
189
1,2,4,5-Tetrachlorobenzene
NE
2
NE
NE
Appendix II
58-90-2
193
2,3,4,6-Tetrachlorophenol
200
NE
NE
NE
Appendix II
7440-31-5
195
Tin
NE
2000
NE
NE
Appendix II
95-53-4
197
o-Toluidine
NE
NE
NE
NE
Appendix II
8001-35-2
198
Toxaphene
0.03
NE
3
NE
Appendix II
120-82-1
199
1,2,4-Trichlorobenzene
70
NE
70
NE
Appendix II
95-95-4
204
2,4,5-Trichlorophenol
NE
63
NE
NE
Appendix II
88-06-2
205
2,4,6-Trichlorophenol
NE
4
NE
NE
Appendix II
126-68-1
207
O,O,O-Triethyl phosphorothioate
NE
NE
NE
NE
Appendix II
99-35-4
208
sym-Trinitrobenzene
NE
NE
NE
NE
Appendix II
57-74-9
339
Chlordane
0.1
NE
NE
NE
Appendix II
106-44-5
344
p-Cresol; 4-Methylphenol
40
NE
NE
NE
Appendix II
108-39-4
345
m-Cresol; 3-Methylphenol
400
NE
NE
NE
Appendix II
122-09-8
386
Benzeneethanamine, alpha,alpha-dimethyl NE NE NE NE I Appendix II
2,3,7,8-TCDD; 2,3,7,8-Tetrachlorodibenzo- p-dioxin .0002 ng/L NE 0.03 NE Appendix II
1746-01-6
440
123-91-1
422
1,4-dioxane 3 NE NE NE ALL'
SW301
301
Chloride
250000
NE
NE
NE
NE
C&D
SW311
311
Total Dissolved Solids
500000
NE
NE
C&D
14808-79-8
315
Sulfate
250000
NE
NE
NE
C&D / Leachate
SW337
337
Alkalinity
NE
NE
NE
NE
C&D
Page 7 of 11

NC Solid Waste Section
Environmental Monitoring List
Groundwater Protection Standards 1
CAS RN z
DEQ
Calculated
SWS ID' CHEMICAL NAME 2111. 21. IMAC MCL GWP Std Reference List 4
7439-89-6
340
Iron
300
NE
NE
NE
C&D
7439-96-5
342
Manganese
Tetrahydrofuran
SO
NE
NE
NE C&D
NE C&D
109-99-9
441
NE
NE
NE
SW316
316
Biological Oxygen Demand
NE
NE
I NE
NE Leachate
SW317
317
Chemical Oxygen Demand
NE
NE
NE
NE
Leachate
SW419
419
No2/No3 (nitrate & nitrite reported together)
NE
NE
NE
NE
Leachate
SW437
437
Orthophosphate Phosphorus
NE
NE
NE
NE
Leachate
SW321
321
pH (lab)
7.0
NE
I NE
NE
Leachate
SW324
324
SpecCond (lab)
NE
NE
NE
NE
Leachate
226-36-8
385
1,2,5,6-Dibenzacridine
NE
NE
NE
NE
Other
122-66-7
394
1,2-Diphenylhydrazine
NE
NE
NE
NE
Other
87-61-6
371
1-2-3-Trichlorobenzene
NE
NE
I NE
NE
Other
120-36-5
352
2-(2-4-dichlorophenoxy)propionicacid
NE
NE
NE
NE
Other
94-82-6
350
2-4 DB
NE
NE
NE
NE
Other
110-75-8
358
2-Chloroethylvinyl ether
NE
NE
NE
NE
Other
109-06-8
390
2-Picoline
NE
NE
I NE
NE
Other
56-57-5
388
4-nitroquinoline-l-oxide
NE
NE
NE
NE
Other
64-19-7
416
Acetic Acid
NE
5000
NE
NE
Other
62-53-3
381
Aniline
NE
NE
NE
NE
Other
140-57-8
382
Aramite
NE
NE
NE
NE
Other
12674-11-2
401
Aroclor 1016
NE
NE
I NE
NE
Other
11104-28-2
402
Aroclor 1221
NE
NE
NE
NE
Other
11141-16-5
403
Aroclor 1232
NE
NE
NE
NE
Other
53469-21-9
404
Aroclor 1242
NE
NE
NE
NE
NE
I NE
NE
NE
Other
Other
12672-29-6
405
Aroclor 1248
11097-69-1
406
Aroclor 1254
NE
NE
NE
NE
Other
11096-82-5
407
Aroclor 1260
NE
NE
NE
NE
Other
92-87-5
383
Benzidine
NE
NE
NE
NE
Other
7440-42-8
428
Boron
700
NE
I NE
NE
Other
SW347
347
Bicarbonate (as CaCO3)
NE
NE
NE
NE
Other
101-84-8
1 423
1 biphenyl ether
NE
NE
NE
NE
Other
108-86-1
1 360
1 Bromobenzene
NE
NE
NE
NE
Other
Page 8 of 11

NC Solid Waste Section
Environmental Monitoring List
Groundwater Protection Standards 1
CAS RN z
DEQ
Calculated
SWS ID a CHEMICAL NAME 2111. 21. IMAC MCL GWP Std Reference List 4
SW418
418
Butyric Acid
NE
NE
NE
NE
Other
7440-70-2
375
Calcium
NE
NE
NE
NE
Other
SW413
413
Carbon Dioxide (CO2)
NE
NE
NE
NE
Other
SW348
348
Carbonate (as CaCC3)
NE
NE
NE
NE
Other
12789-03-6
400
Chlordane (constituents)
NE
NE
NE
NE
Other
79-06-1
429
Acrylamide
0.008
NE
NE
NE
Other
5103-71-9
379
Chlordane, alpha
NE
NE
NE
NE
Other
5103-74-2
378
Chlordane, beta
NE
NE
2
NE
Other
5566-34-7
399
Chlordane, gamma
NE
NE
NE
NE
Other
75-99-0
355
Dalapon
NE
200
200
NE
Other
SW318
318
Depth To Water (ft)
NE
NE
NE
NE
Other
1918-00-9
353
Dicamba
NE
NE
NE
NE
Other
SW334
334
Ferrouslron- Dissolved
NE
NE
NE
NE
Other
SW427
427
Groundwater Elevation (feet)
NE
NE
NE
NE
Other
SW319
319
Head (ft mean sea level)
NE
NE
NE
NE
Other
70-30-4
387
Hexachlorophene
NE
NE
NE
NE
Other
SW338
338
Hydrogen Sulfide
NE
NE
NE
NE
Other
SW415
415
Lactic Acid
NE
NE
NE
NE
Other
SW329
329
Landfill Gas
NE
NE
NE
NE
Other
SW374
374
m-&p-Cresol (combined)
NE
NE
NE
NE
Other
92-52-4
421
1,1-biphenyl
400
NE
NE
NE
Other
SW359
359
m-&p-Xylene (combined)
NE
NE
NE
NE
Other
1563-66-2
430
Carbofuran
40
NE
40
NE
Other
107-21-1
424
ethylene glycol
10000
NE
NE
NE
Other
142-82-5
432
Heptane
400
NE
NE
NE
Other
7439-95-4
376
Magnesium
NE
NE
NE
NE
Other
94-74-6
351
MCPA
NE
NE
NE
NE
Other
76-13-1
398
1,1,2-Trichlorotrifluoroethane
Mecopop, MCPP
200000
NE
NE
NE
Other
93-65-2
354
NE
NE
NE
NE
Other
SW333
333
Methane -Dissolved
NE
NE
NE
NE
Other
7439-98-7
397
Molybdenum
NE
NE
NE
NE
Other
108-38-3
409
m-Xylene
NE
NE
NE
NE
Other
Page 9 of 11

NC Solid Waste Section
Environmental Monitoring List
Groundwater Protection Standards 1
CAS RN z
DEQ
Calculated
SWS ID a CHEMICAL NAME 2111. 21. IMAC MCL GWP Std Reference List 4
SW426
426
N-nitrosodiphenylamine/diphenylamine
NE
NE
NE
NE
Other
SW439
439
N-Nitrosodiphenylamine/Diphenylamine
NE
NE
NE
NE
Other
65-85-0
395
Benzoic Acid
30000
NE
NE
NE
Other
39638-32-9
384
Bis(2-chloroisopropyl) ether
0.03
NE
I NE
NE
Other
59-89-2
389
N-Nitrosomorpholine
NE
NE
NE
NE
Other
SW309
309
Coliform (total)
1
NE
5
NE
Other
SW310
310
Color (color units)
15
NE
NE
NE
Other
SW336
336
Oxygen Reduction Potential (mV)
NE
NE
NE
NE
Other
SW313
313
Foaming Agents
S00
NE
NE
NE
Other
SW314
314
Gross Alpha
15
NE
NE
NE
Other
106-43-4
365
4-Chlorotoluene
NE
24
NE
NE
Other
99-87-6
368
p-Cymene
NE
25
NE
NE
Other
108-20-3
366
Isopropyl ether
70
NE
NE
NE
Other
98-82-8
367
Isopropylbenzene
70
NE
NE
NE
Other
76-01-7
380
Pentachloroethane
NE
NE
NE
NE
Other
SW335
335
Manganese- Dissolved
SO
NE
NE
NE
Other
108-67-8
373
Mesitylene (1-3-5-trimethylbenzene)
400
NE
NE
NE
Other
7440-09-7
377
Potassium
NE
NE
NE
NE
Other
1634-04-4
369
Methyl-tert-butyl ether (MTBE)
20
NE
NE
NE
Other
104-51-8
361
n-Butylbenzene
70
NE
I NE
NE
Other
SW417
417
Propionic Acid
NE
NE
NE
NE
Other
106-42-3
410
p-Xylene
NE
NE
NE
NE
Other
103-65-1
370
n-Propylbenzene
70
NE
NE
NE
Other
95-49-8
364 o-Chlorotoluene
100
NE
NE
NE
Other
110-86-1
391
Pyridine
NE
NE
NE
7
Other
SW414
414
PyruvicAcid
NE
NE
NE
NE
Other
7440-23-5
322
Sodium
NE
NE
NE
20000
Other
SW323
323
SpecCond (field)
NE
NE
NE
NE
Other
SW307
307
petroleum aliphatic carbon fraction class C19 - C36
10000
NE
NE
NE
Other
SW305
305
petroleum aliphatic carbon fraction class C5 - C8
400
NE
NE
NE
Other
SW306
306
petroleum aliphatic carbon fraction class C9 - C18
700
NE
NE
NE
Other
SW308
308
petroleum aromatics carbon fraction class C9 - C22
200
NE
NE
NE
Other
Page 10 of 11

NC Solid Waste Section
Environmental Monitoring List
Groundwater Protection Standards 1
CAS RN 2
DEQ
Calculated
SWS ID' CHEMICAL NAME 2L 2L IMAC MCL GWP Std Reference List 4
320 pH (field) 7.0 NE NE NE Other
SW320
95-63-6
372
Pseudocumene (1-2-4-trimethyl benzene)
400
NE
NE
NE
Other
3689-24-5
392
Sulfotep
NE
NE
NE
NE
Other
SW325
325
Temp (oQ
NE
NE
NE
NE
Other
135-98-8
362
sec -Butyl benzene
70
NE
NE
NE
Other
SW328
328
Top Of Casing (ft mean sea level)
NE
NE
NE
NE
Other
SW425
425
Total BHC
0.02
NE
NE
NE
Other
SW436
436
Total Fatty Acids
NE
NE
NE
NE
Other
E-10195
357
Total Organic Carbon
NE
NE
NE
NE
Other
98-06-6
363
tert-Butyl benzene
70
NE
NE
NE
Other
SW396
396
Total Organic Halides
NE
NE
NE
NE
Other
SW343
343
Total Suspended Solids
NE
NE
NE
NE
Other
SW411
411
Total Well Depth (ft)
NE
NE
NE
NE
Other
SW330
330
Turbidity
NE
NE
NE
NE
Other
NOTE: GWPSs as listed are current as of October 15, 2018 and are subject to change. Refer to originating sources for any changes.
1 Groundwater Protection Standard (GWPS) - For compliance purposes, the applicable GWPS is the lower of the listed standards.
2 CAS RN = Chemical Abstract Service Registry Number. For listed contituents with no CAS, the SWS ID is used.
3 SWS ID = Solid Waste Section ID. Unique ID assigned by the Section.
4 Constituents Reference Lists
APPENDIX I - Constituents forDetection Monitoring per 40 CFR Part 258 (7-1-2017 Edition)
APPENDIX II - List of Hazardous Inorganic & Organic Constituents per 40 CFR Part 258 (7-1-1017 Edition). Appendix 11 list includes all Appendix 1 constituents.
C&D - Additional monitored constituents required for Construction & Demolition landfills (CDLFs)
LEACHATE - Monitored constituents for leachate sampling as specified in permit conditions.
Other - Other constituents, field testing, field measurements, or miscellaneous data that may be required by the Section.
5 ALL-1,4-Dioxane sampling required for all MSW, C&D, & Industrial landfills (active and closed) per SWS Memo dated May 29, 2018.
GW Protection Standards References
2L - NC groundwater water standards per 15A NCAC 02L .0202
2L IMAC (Interim Maximum Allowable Concentrations) - Interim NC groundwater standards per 15A NCAC 02L .0202
MCL (Maximum Contaminant Level) - National primary drinking water standards per Safe Drinking Water Act under 40 CFR Part 141
NC GWP Std (NC Groundwater Protected Standard) - Groundwater value calculated by NC DEQ for constituents with no established 2L standard. Values are calculated using
criteria 1 & 2 of the NC Groundwater standards and do not consider taste, odor, MCLs, MCLG, and secondary drinking water standards.
Weblink for 40 CFR Part 258
Page 11 of 11