8106_DukeRogers_WQMP_CCP_Landfill_FID1661856_20220331

DUKE
ENERGY
March 31, 2022
North Carolina Department of Environmental Quality
Division of Waste Management
Solid Waste Section
1646 Mail Service Center
Raleigh, North Carolina 27699
Attn: Ms. Sarah Moutos (submitted electronically)
Re: Rogers CCP Landfill
Water Quality Monitoring Plan Update
Permit No. 8106-INDUS
Rogers Energy Complex (Cliffside Steam Station)
573 Duke Power Rd
Mooresboro, North Carolina 28114
Dear Ms. Moutos,
526 South Church St.
Charlotte, NC 28202
Mailing Address
P.O. Box 1006
Mail Code EC 13K.
Charlotte, NC 28201-1006
704-382-0016
The attached Duke Energy Cliffside Steam Station Industrial Landfill (PN 8106-INDUS) Water Quality
Monitoring Plan (WQMP) prepared by SynTerra Corporation for Duke Energy, has been revised to the
Duke Energy standard format.
Revisions to the WQMP include:
• Updated actual well construction information for Phase III and IV monitoring wells
• Defined an additional leachate monitoring location, CCP-Leachate-34
No changes were made to the monitoring network or constituent list.
This WQMP is being submitted for approval. If you need additional information regarding this submittal
do not hesitate to call or email, 704-382-0016 or [e-mail].
Regards,
5/' ((
Bill Wylie, P.G.
Environmental Services
Attachments: Water Quality Monitoring Plan — CCP Landfill Phases I through IV (SynTerra, March 31,
2022)
cc: Claire Osborn — NCDEQ DWM
Patrick Dunn - Duke Energy
Steve Hodges — Duke Energy
Tyler Hardin — Duke Energy
Ryan Czop — Duke Energy
Scott Spinner - SynTerra
Page 1 of 1

Water Quality Monitoring Plan
Rogers Energy Complex — Cliffside Steam Station
CCP Landfill Phases I through IV
(Permit No 8106-INDUS)
Cleveland and Rutherford Counties, Mooresboro,
North Carolina
DUKE
ENERGY:
PREPARED FOR:
Duke Energy Carolinas, LLC
PREPARED BY:
SynTerra Corporation
148 River Street, Suite 220
Greenville, SC 29601
Revision 0
March 31, 2022
SEAL
2243 1
C5O'`O�OL
ePtt It t.Y''
Scott Spinner, NC LG 2243
Project Manager

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision History
Revision 0, March 31, 2022
Revision
0
Company
SynTerra
Date of Revision
March 31, 2022
DescriptionRevision
Initial Release
March 2022

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
Table of Contents
1.0 Introduction.......................................................................................................................1
1.1 Site Description...............................................................................................................................1
1.2 Site Geology and Hydrogeology..................................................................................................1
2.0 Monitoring Network........................................................................................................2
2.1 Groundwater Monitoring Locations............................................................................................2
2.2 Monitoring Well Construction and Installation.........................................................................3
2.3 Monitoring Well Development.....................................................................................................4
2.4 Well Maintenance...........................................................................................................................5
2.5 Well Decommissioning..................................................................................................................5
3.0 Sample and Analysis Plan...............................................................................................5
3.1 Groundwater................................................................................................................................... 5
3.1.1 Establishment of Background............................................................................................................6
3.2 Surface Water..................................................................................................................................6
3.3 Leachate........................................................................................................................................... 6
3.4 Field Collection Procedures..........................................................................................................6
3.5 Analytical Procedures....................................................................................................................6
3.6 Quality Assurance and Quality Control Program..................................................................... 7
3.7 Validation of Field Data Package.................................................................................................8
3.8 Validation of Laboratory Data......................................................................................................8
4.0 Reporting............................................................................................................................9
4.1 Well Abandonment Record Submittal........................................................................................9
4.2 Well Construction Record Submittal...........................................................................................9
4.3 Monitoring Well Installation Report............................................................................................9
4.4 WQMP Update...............................................................................................................................9
4.5 Monitoring Report Submittal to SWS..........................................................................................9
5.0 References.........................................................................................................................10
March 2022 iii

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
Appendices
Appendix I — Drawings
Drawing 1 - Site Location Map
Drawing 2 - Groundwater Monitoring Network
Drawing 3 - Surface Water Monitoring Network
Drawing 4 - Typical Type II Monitoring Well Detail
Appendix II —Tables
Table 1 - Summary of Well Construction Information
Table 2 - Summary of Constituents and Analytical Methods
Appendix III — Boring Logs and Well Construction Records
Appendix IV — NCDEQ Well Abandonment and Well Construction Forms (GW-1 and GW-30)
Appendix V — Duke Energy Groundwater and Sampling Collection Procedure 3175.6
Appendix VI — NCDEQ Environmental Monitoring Report Form
March 2022 iv

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
1.0 Introduction
This document provides the Water Quality Monitoring Plan (WQMP) for the Duke Energy Rogers
Energy Complex — Cliffside Steam Station (Cliffside, Site) Coal Combustion Products (CCP) Landfill
(landfill) — Phases I through IV and is intended to satisfy the requirements of North Carolina
Administrative Code (NCAC) Title 15A NCAC 13B .0504(1)(g)(iv). The purpose of this document is to
establish procedures for monitoring groundwater in the surficial aquifer, surface water adjacent to the
landfill, and Ieachate during operational and post closure periods.
The WQMP is designed to provide information to the North Carolina Department of Environmental
Quality (NCDEQ) - Solid Waste Section (SWS) and the landfill owner and operations personnel for the
purpose of evaluating potential impacts to groundwater and surface water quality.
1.1 Site Description
Cliffside Steam Station is located at 573 Duke Power Road in Mooresboro, Cleveland and Rutherford
Counties, North Carolina (Drawing 1 in Appendix 1). The CCP Landfill has been developed in four
Phases (Phases I through IV). This WQMP establishes the monitoring network through the construction
and operation of Phase IV. The landfill comprises a total area of approximately 71.7 acres. The CCP
Landfill currently accepts coal combustion residual (CCR) material generated during coal fired power
generation and other CCR disposal needs for the Site, which includes excavated CCR materials from
the on -Site ash basins. The landfill includes a liner system consisting of two geosynthetic barrier
components (a 60-mil HDPE geomembrane and a geosynthetic clay liner) between waste and the
groundwater beneath the landfill.
1.2 Site Geology and Hydrogeology
The Site is located within the Inner Piedmont Belt of the Piedmont Physiographic Province, near
Cliffside, North Carolina. The Piedmont Physiographic Province in North Carolina is characterized by
gentle to steep, hilly terrain with small quantities of alluvium. Regolith, consisting of residuum and
saprolite, is exposed in outcrops in the vicinity of the Site. The Inner Piedmont is bounded on the
northwest by the Brevard Fault zone and on the southeast by the Kings Mountain Belt and faults and
shear zones that define the central Piedmont structure.
The hydrostratigraphic units encountered at the site during the Hydrogeologic Study field investigations
(pre -landfill construction or operation) included soil fill, residuum, saprolite, partially weathered rock
(PWR), weathered/fractured bedrock, and sound bedrock. Of these hydrostratigraphic units,
groundwater was typically first encountered in the saprolite and PWR units.
LeGrand's (1988; 1989) conceptual model of the groundwater setting in the Piedmont, applicable to the
CCP Landfill, incorporates the Daniel and Harned (1992) two -medium regolith/bedrock system that is
useful for the description of groundwater conditions. That system encompasses the surface drainage
basin and adjoining perennial stream(s) (LeGrand, 1988). Each drainage basin is similar to adjacent
drainage basins, and the conditions are generally repetitive from drainage basin to drainage basin.
Within a drainage basin, movement of groundwater is generally restricted to the area extending from
the upgradient drainage divides to downgradient perennial stream(s) (LeGrand 1988; 1989; 2004).
Rarely does groundwater move beneath a perennial stream or across drainage divides (LeGrand,
1989). The crests of the water table underneath topographic drainage divides represent natural
groundwater divides within the slope -aquifer system and influence the groundwater flow pattern. The
March 2022

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
concave topographic areas between topographic divides are flow compartments, open-ended down
slope, with groundwater discharge to the adjoining perennial stream.
Therefore, groundwater occurs in a two -medium system restricted to the local drainage basin. The
groundwater system consists of interconnected layers: residual soil/saprolite (shallow flow zone) and
weathered rock (also referred to as the transition zone (TZ) or deep flow zone) overlying fractured
crystalline rock. Typically, the residual soil/saprolite is partially saturated and the water table fluctuates
within it. Water movement is generally preferential through the weathered/fractured TZ due to the high
permeability of the zone. The characteristics of each layer is a result of the rock type, fracture system,
topography and weathering.
In summary, groundwater flow paths in the Piedmont are almost invariably restricted to the zone
underlying the topographic slope extending from a topographic divide to an adjacent stream. Under
natural conditions, the general direction of groundwater flow can be approximated from the surface
topography (LeGrand, 2004).
For purposes of reporting and evaluation of groundwater quality at the CCP Landfill, monitoring wells
screened within the shallow and deep flow zones are collectively referred to as being located within the
upper flow zone. Monitoring wells screened within fractured crystalline bedrock are referred to as being
located in the bedrock flow zone.
2.0 Monitoring Network
The following section presents the groundwater, surface water, and leachate monitoring networks for
the CCP Landfill, along with specifications associated with monitoring well installation, development,
maintenance, and decommissioning. The CCP Landfill monitoring network is depicted on Drawing 2 in
Appendix I. Semiannual sampling of groundwater, surface water and leachate monitoring locations
takes place in April and October of each year.
2.1 Groundwater Monitoring Locations
Groundwater samples are collected and analyzed on a semiannual basis from 17 monitoring wells. The
groundwater sample locations are shown on Drawing 2 in Appendix I. Well construction details for the
monitoring wells are included on Table 1 in Appendix II. Monitoring well locations and elevations were
surveyed by a professional land surveyor licensed in the state of North Carolina. Well elevations were
surveyed to within 0.01 feet. Within 30 days of completion of well installation, a boring log, well
construction log, groundwater monitoring network map, well construction forms (GW-1 forms), and
survey data was submitted to NCDEQ. Boring logs and well construction records logs are provided in
Appendix III.
Between June 2007 and February 2010, background monitoring wells CCPMW-1 S/D, and
downgradient monitoring wells CCPMW-2S/D, CCPMW-3S/D, CCPTW-1S/D and CCPTW-2 were
installed to monitor Phase I of the landfill. In October 2015, the groundwater monitoring network for
Phase II of the landfill was installed consisting of CCPMW-4, CCPMW-5, and CCPMW-6S/D.
Monitoring wells CCPTW-1 S/D were subsequently abandoned in February 2020 during Phase III
construction of the landfill. In July, 2020, monitoring wells CCPMW-7, CCPMW-8, CCPMW-10, and
CCPMW-11 were installed to monitor Phases III and IV of the landfill. Additionally, background
monitoring wells CCR-CCPBG-1 D/BR were added to the background monitoring network at the landfill
from another monitoring program.
March 2022 2

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
A brief description of the groundwater well monitoring locations and function is provided below, starting
with wells west of the CCP Landfill and moving counter -clockwise (Drawing 2 in Appendix 1):
• CCPMW-1 S/D — Located west of the CCP Landfill. Screened to monitor background
groundwater in the upper and bedrock flow zones.
• CCR-CCPBG-1 D/BR — Located southwest of the CCP Landfill. Screened to monitor background
groundwater in the upper and bedrock flow zones.
• CCPMW-2S/D — Located south of the CCP Landfill. Screened to monitor downgradient
groundwater in the upper and bedrock flow zones.
• CCPMW-3S/D — Located south of the CCP Landfill. Screened to monitor downgradient
groundwater in the upper and bedrock flow zone.
• CCPTW-2 — Located south of the CCP Landfill. Screened to monitor downgradient groundwater
in the upper flow zone.
• CCPMW-8 — Located south of the CCP Landfill. Screened to monitor downgradient groundwater
in the upper flow zone.
• CCPMW-10 — Located south of the CCP Landfill. Screened to monitor downgradient
groundwater in the upper flow zone.
• CCPMW-11 — Located southeast of the CCP Landfill. Screened to monitor downgradient
groundwater in the upper flow zone.
• CCPMW-7 — Located north of the CCP Landfill. Screened to monitor downgradient groundwater
in the upper flow zone.
• CCPMW-6S/D — Located north of the CCP Landfill. Screened to monitor downgradient
groundwater in the upper and bedrock flow zones.
• CCPMW-5 — Located north of the CCP Landfill. Screened to monitor downgradient groundwater
in the bedrock flow zone.
• CCPMW-4 — Located northwest of the CCP Landfill. Screened to monitor downgradient
groundwater in the bedrock flow zone.
2.2 Monitoring Well Construction and Installation
Each monitoring well location was constructed as a Type II well in accordance with the North Carolina
Well Construction Standards (15A NCAC 2C .0108) and the requirements of the North Carolina Water
Quality Monitoring Guidance Document for Solid Waste Facilities. A North Carolina Licensed Well
Driller installed the boreholes and constructed the monitoring wells. A North Carolina Licensed
Geologist provided guidance for drilling and well installation activities. Downhole drill tooling was
pressure washed between each well location. A Typical Type II monitoring well construction detail is
provided as Drawing 4 in Appendix I.
March 2022
3

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
The monitoring wells screened in the upper flow zone were installed to monitor the uppermost aquifer.
If groundwater is less than five (5) feet below land surface, the top of the screen was placed at a depth
of five (5) feet below land surface to allow adequate seal and grout. Type II wells consist of 2-inch
Schedule 40 polyvinyl chloride (PVC) casing and screen. Screens are 0.01-inch machine -slotted and
range from 5 to 15 feet in length. The annular space between the borehole wall and well pipe from the
bottom of the borehole up to approximately two (2) feet above the top of the screen consists of
environmental grade silica sand. A one (1) to two (2) foot pelletized or granular bentonite seal was
placed above the filter pack and hydrated. The remainder of the annular space was filled with a
cement/bentonite grout from the top of bentonite seal to near ground surface.
A 4-inch by 4-inch square steel or aluminum protective casing with a locking cap is located over the
well riser pipe, extending approximately 3.5 feet above the ground surface. The protective casing is
seated into place with a 2-foot by 2-foot square concrete pad. The protective casings have a permanent
well tag with the following information displayed:
• Well ID number;
• Driller registration number;
• Date of well installation;
• Total depth of well;
• Depth of screen interval;
• Depth of filter pack, seal, and grout intervals;
• Depth to groundwater following well completion; and
• Warning stating well is not for water supply.
After installation, the monitoring wells were located by a licensed surveyor to within +/-0.1 foot on the
horizontal plane and +/-0.01 foot vertically in reference to existing survey points. Well construction
details for the landfill monitoring wells are included in Table 1 in Appendix II, and respective boring
and well construction forms have been provided in Appendix III.
Stainless steel positive -gas displacement pumps with bladders are installed in each monitoring well as
dedicated purging and sampling systems.
2.3 Monitoring Well Development
Following installation, each monitoring well was developed to reduce clay, silt, sand, and other fines
which may have been introduced into the well or filter pack during installation, and to interconnect the
well with the aquifer. Development of monitoring wells was performed no sooner than 24 hours after
well construction. Well development was performed using a pump, disposable bailer, or other approved
method. In general, each well was developed until sediment -free water with stabilized field parameters
were obtained.
March 2022 4

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
Well development equipment (e.g., bailers, pumps, surge blocks) that contacted subsurface formations
was decontaminated prior to use.
Samples should be relatively clay- and silt -free; therefore, monitoring wells may require future re-
development based upon observed turbidity. If re -development of a monitoring well is required, it will be
performed in the manner described above.
2.4 Well Maintenance
Monitoring wells will be maintained throughout the life of the 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. The wells and surrounding area will
be maintained to provide adequate access for sampling activities, which could include items such as
vegetation control or access road maintenance. Each monitoring well will be accessible by at least a
four-wheel drive vehicle. Surface water run-on controls such as diversion berms or channels may be
needed to prevent erosion or deposition at the well or damage to concrete well pads.
Should it be determined that background or compliance monitoring wells no longer provide samples
representative of the groundwater quality passing the relevant point of compliance, the SWS will be
notified. The owner or owner's representative will provide recommendations to the SWS for modifying,
rehabilitating, decommissioning, or installing replacement monitoring wells, as appropriate.
2.5 Well Decommissioning
Monitoring wells will be decommissioned as necessary. Monitoring wells that are required to be
decommissioned will be grouted in place or by over -drilling and grouting, with a cement-bentonite grout
and removing surface features, such as concrete aprons, protective casings, and stick-ups. The
bentonite content of the cement-bentonite grout shall be approximately 5%. A tremie pipe will be used
to grout continuously from the bottom of the borehole/monitoring well upward.
If a monitoring well becomes unusable during the monitoring period, the well will be decommissioned in
accordance with the procedures described above. Approval from the SWS will be obtained prior to
decommissioning a monitoring well.
Monitoring wells will be decommissioned in accordance with 15A NCAC 02C .0113 (d). For each
monitoring well decommissioned, the following information will be provided to the SWS in a report
sealed by a licensed geologist: the monitoring well name, a description of the procedure by which the
monitoring well was decommissioned, the date when the monitoring well was considered to be taken
out of service, and the date when the monitoring well was decommissioned. The well decommissioning
forms (GW-30) for monitoring wells CCPTW-1 S/D are provided in Appendix III.
3.0 Sample and Analysis Plan
Groundwater, surface water, and leachate will be sampled and analyzed on a semi-annual basis during
the life of the facility and the post -closure care period.
3.1 Groundwater
Groundwater samples will be collected in accordance with North Carolina Solid Waste Management
Rules (NCSWMR) 15A NCAC 13B .1632 and guidance provided in the Solid Waste Section Guidelines
March 2022

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
for Groundwater, Soil, and Surface Water Sampling. Constituents to be analyzed along with their
respective analytical method are listed in Table 2 in Appendix II. Groundwater samples will be
compared to appropriate North Carolina Regulatory Standards (02L, GWPS, IMACs) and Federal
Maximum Contaminant Level (MCL). In addition, field parameters, including but not limited to, pH,
conductivity, temperature, and turbidity will be measured.
3.1.1 Establishment of Background
During each phase of facility development, a minimum of one independent pre -waste groundwater
sample will be collected from each newly installed monitoring well or as specified in the Solid Waste
Permit to Construct. Pre -disposal samples collected from wells will be analyzed for the constituents
listed on Table 2 in Appendix II. The intent of pre -disposal sampling is to collect pre -waste data as a
reference for comparison to post -waste disposal analytical results. The data will be submitted to the
SWS prior to the first compliance groundwater sampling event for each new phase of the landfill.
3.2 Surface Water
In accordance with Rule .0602 of the NCSWMR, surface water monitoring locations have been
established to monitor surface water quality at the landfill as depicted on Drawing 3 in Appendix I.
Samples will only be collected at each location if flowing water is observed during the sampling event.
Constituents to be analyzed along with their respective analytical method are listed in Table 2 in
Appendix II. Surface water samples will be compared to respective Classifications and Water Quality
Standards Applicable to Surface Waters and Wetlands of North Carolina as defined in 15A NCAC 213
.0200 (213 Standards). In addition, field parameters, including but not limited to, pH, conductivity, and
temperature, will be measured.
3.3 Leachate
An untreated leachate grab sample will be collected from each discharge pipe to the leachate basin.
There are two discharge pipes, one containing combined leachate from Phases I and II and one
containing combined leachate from Phases III and IV. The leachate samples will be analyzed for the list
of constituents in Table 2 in Appendix II and the field parameters pH, specific conductivity, and
temperature. Leachate data will not be compared to water quality standards. The data is used to
understand the water quality of the untreated leachate.
3.4 Field Collection Procedures
Duke Energy Groundwater and Sampling Collection Procedure 3175.6 is provided in Appendix V and
shall be followed for this site for the collection of groundwater.
3.5 Analytical Procedures
The main analytical laboratory used in this program is the Duke Energy Central Laboratory Services:
N.C. Wastewater (#248) Certification. The organizational structure and staff qualifications of the
laboratory are discussed in its generic Quality Assurance Program (QAP). The QAP and the Analytical
Laboratory Procedures Manual are available for review upon request.
Vendor laboratories that meet EPA and North Carolina certification requirements may be used for
analyses with approval by Duke Energy.
March 2022

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
The analytical procedures used for this Groundwater Monitoring Program are listed in Table 2 in
Appendix II. The laboratory must report any detection of any constituent (as revised in the October 27,
2006 SWS memorandum and February 23, 2007, addendum).
The laboratory certificates -of -analyses shall, at a minimum, include:
Narrative: A brief description of the sample group (number and type of samples, field and
associated lab sample identification numbers, preparation and analytical methods used). The
data reviewer shall also include a statement that holding times and Quality Control (QC) criteria
were met, samples were received intact and properly preserved, with a brief discussion of any
deviations potentially affecting data usability. This includes, but is not limited to, test method
deviation(s), holding time violations, out -of -control incidents occurring during the processing of
QC or field samples and corrective actions taken, and repeated analyses and reasons for the
re -analyses (including, for example, contamination, failing surrogate recoveries, matrix effects,
or dilutions). The narrative shall be signed by the laboratory director or authorized laboratory
representative, signifying that all statements are true to the best of the reviewer's knowledge,
and that the data meet the data quality objectives as described in this plan (except as noted).
One narrative is required for each sample group.
• Completed Chain -of -Custody Form.
• Dilution factors with a narrative of the sample results, including reasons for dilution (if any).
• Blank Data: For inorganic analyses, the laboratory shall provide the results of preparation or
initial calibration blanks associated with the sample group.
• QC Summary: The laboratory will provide summary forms detailing laboratory QC sample
results, which include individual recoveries and relative percent differences (if appropriate) for
the following Quality Assurance (QA)/QC criteria: surrogates, MS analyses, MSD analyses,
LCS, and sample duplicate analyses. QC control limits shall also be reported; if any QC limits
are exceeded, a flag or footnote shall be placed to indicate the affected samples.
Additional QA data and/or other pertinent data may be reported as requested by the owner or owner's
representative.
3.6 Quality Assurance and Quality Control Program
Internal laboratory quality control (QC) checks used by the laboratories are described in each
laboratory's generic QAP and procedures manual. Using the internal laboratory QC checks, the
laboratories demonstrate the ability to produce acceptable results using the methods specified.
Internal quality control checks for sampling procedures and laboratory analyses will be conducted with
each sampling event. These checks consist of the preparation and submittal of field blanks, trip (travel)
blanks, and/or field replicates for analysis of the parameters at frequencies described in the
laboratory(s) procedures manuals.
March 2022

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
The field QC blanks and replicates that may be included as internal QC checks are described below.
The specific type and number of blanks used may vary depending on the sampling event and will be
determined by the Duke Energy field sampling personnel in accordance with Duke Energy Procedure
3175.6 (Appendix V):
• Field Blanks: A field blank consists of a sample container filled in the field with deionized, or distilled
water prepared and preserved in the same manner as the samples. The field blank is transported to the
laboratory with the samples and analyzed along with the field samples for the constituents of interest to
check for contamination of the samples by the sample container, preservative, or other sources. Field
blanks are typically used for each sampling event. The field blanks are typically analyzed for major anions
and cations and metals.
Trip Blanks: A trip (travel) blank is a sample container filled with organic -free water in the laboratory that
travels unopened with the sample bottles. Trip blanks are typically utilized when sampling for volatile
organic compounds. The Trip Blank is returned to the laboratory with the field samples and analyzed
along with the samples for parameters of interest. Because volatile organic compounds are not part of the
landfill monitoring program, trip blanks are not used.
Equipment Blanks: If non -dedicated equipment is used between wells, it is recommended that
equipment blanks be collected. The field equipment is cleaned following documented cleaning protocols.
An aliquot of the final control rinse water is passed over the cleaned equipment directly into a sample
container and submitted for analyses. Because dedicated equipment is generally used, the collection of
equipment blanks is typically not needed.
Field Replicates: A field replicate is a duplicate sample prepared at the sampling locations from equal
portions of the sample aliquots combined to make the sample. Both the field replicate and the sample are
collected at the same time, in the same container type, preserved in the same way, and analyzed by the
same laboratory as a measure of sampling and analytical precision.
3.7 Validation of Field Data Package
The field data package includes the field records and measurements developed by the sampling team
personnel. The field data package validation will be performed by Duke Energy personnel. The
procedure for validation consists of the following:
• A review of field data contained on the Groundwater Monitoring Data Sheets for completeness.
• Verification that equipment blanks, field blanks, and trip blanks were properly prepared, identified, and
analyzed (as needed).
• A check of the Field Sampling Calibration Form for equipment calibration and instrument conditions.
• A review of the COC Record for proper completion, signatures of field personnel and for verification that
the correct analyses were specified.
3.8 Validation of Laboratory Data
The laboratory will perform a validation review of the submitted samples and analytical results to
confirm that the laboratory QA/QC requirements are acceptable.
March 2022

CCP Landfill 8106-INDUS Revision 0, March 31, 2022
Water Quality Monitoring Plan
4.0 Reporting
4.1 Well Abandonment Record Submittal
Within 30 days of completion of well abandonment activities, Well Abandonment Records (GW-30
forms) will be submitted to the NCDEQ. A copy of the NCDEQ GW-30 Well Abandonment Record form
(version dated August 2013) has been included in Appendix IV.
4.2 Well Construction Record Submittal
Within 30 days of completion of well installation activities, Well Construction Records (GW-1 Forms) will
be submitted to the NCDEQ. A copy of the NCDEQ GW-1 Well Construction Record form (version
dated August 2013) has been included in Appendix IV.
4.3 Monitoring Well Installation Report
Following completion of well installation, a Monitoring Well Installation Report will be prepared and
include information regarding the newly installed wells such as:
• Description of field activities;
• Table summarizing monitoring well construction details;
• Boring and well logs;
• Well development notes;
• Slug test data;
• Soil laboratory data (if collected); and
• Effective porosity estimates.
4.4 WQMP Update
Information obtained from new monitoring well installation activities and reported in the Monitoring Well
Installation Report (described above in Section 4.3), will be included in an update to this WQMP. The
WQMP Update may also address comments (if any) received from the NCDEQ SWS.
4.5 Monitoring Report Submittal to SWS
A report of monitoring results will be submitted to the SWS within 120 days following the date of
sampling. The report submittal will consist of the following:
• A completed NCDEQ Environmental Monitoring Report Form (Appendix VI).
• A copy of the laboratory report(s).
• A copy of the sampling log(s).
• A table of detections and exceedances for each monitoring location that will provide:
March 2022 9

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
♦ Analytical results reported in micrograms per liter (ug/L) or milligrams per liter (mg/L), except for field
parameters
♦ Laboratory method detection limits;
♦ Appropriate North Carolina Regulatory Standards (2L, 213, GWPS, IMAC) and Federal Maximum
Contaminant Level (MCL); and
♦ Exceedances shown in bold.
• A table of field parameters.
• An Electronic Data Deliverable (EDD) spreadsheet in required DWM format.
A groundwater monitoring well construction table.
• A calculated groundwater elevation table with groundwater flow rates.
• A facility map that shows relevant facility features in conjunction with monitored locations.
• A groundwater flow map with arrows indicating flow direction prepared from the current monitoring event.
SWS will be notified in the event that lab analyses have not been completed within this timeframe.
Groundwater Monitoring Data Sheets, Field Calibration Forms, COC Records, Laboratory QA data, and
Data Validation Checklists shall be kept on file by Duke Energy and are available upon request.
5.0 References
The references cited below were used in the preparation of this WQMP and may or may not be
referenced within the text.
Harned, D., & Daniel, C. (1992). The transition zone between bedrock and regolith: Conduit for
contamination. In Daniel, C.C., White, R., and Stone, P., eds., Groundwater in the Piedmont,
Proceedings of a Conference on Ground Water in the Piedmont of the Eastern United States, Charlotte,
N.C., Oct. 16-18, 1989. Clemson, SC: Clemson University (336-348).
LeGrand, H. (1988). Region 21, Piedmont and Blue Ridge. In: J. Black, J. Rosenshein, P. Seaber, ed.
Geological Society of America, 0-2, (pp. 201-207).
LeGrand, H. (1989). A conceptual model of ground water settings in the Piedmont region, in
groundwater in the Piedmont. In: Daniel C., White, R., Stone, P., ed. Ground Water in the Piedmont of
the Eastern United States (pp. 317-327). Clemson, SC: Clemson University.
LeGrand Sr., Harry E. (2004). A Master Conceptual Model for Hydrogeological Site Characterization
in the Piedmont and Mountain Region of North Carolina, a Guidance Manual.
Operating Procedure, Groundwater Sampling, US EPA Region IV Science and Ecosystem Support
Division, April 26, 2017.
Title 15A, North Carolina Administrative Code, Subchapter 2C Well Construction Standards.
March 2022 10

CCP Landfill 8106-INDUS
Water Quality Monitoring Plan
Revision 0, March 31, 2022
Title 15A, North Carolina Administrative Code, Subchapter 2L Groundwater Quality Standards.
North Carolina Dept. of Environment and Natural Resources, Division of Waste Management
Memorandum Regarding Groundwater, Surface Water, Soil, Sediment, and Landfill Gas Electronic
Document Submittal, dated November 5, 2014.
North Carolina Dept. of Environment, Health, and Natural Resources. 1995. N.C. Water Quality
Monitoring Guidance Document for Solid Waste Facilities.
North Carolina Dept. of Environment and Natural Resources. 2006. N.C. New Guidelines for
Electronic Submittal of Environmental Monitoring Data.
North Carolina Dept. of Environment and Natural Resources. 2007. N.C. Addendum to October 27,
2006, North Carolina Solid Waste Section Memorandum Regarding New Guidelines for Electronic
Submittal of Environmental Monitoring Data.
North Carolina Dept. of Environmental Quality. 2020. Environmental Monitoring — Field Measurements
and Sampling Procedures. [online] Available at: https://deg.nc.gov/about/divisions/waste-
management/waste-management-permit-guidance/solid-waste-section/environmental-monitoring
Wood. (2019a). Hydrogeology Study, Duke Energy Cliffside Steam Station, Project Number
7810.18.1115. February, 2019.
Wood. (2019b). Water Quality Monitoring Plan, Rogers CCP Landfill — Phases I through IV, Permit No
8106-INDUS, Duke Energy — Rogers Energy Complex Cliffside Steam Station, Mooresboro, North
Carolina, Project No. 7810181115. Duke Energy Carolinas, LLC. March 11, 2019.
March 2022 11

Appendices

Appendix I - Drawings

NO�tfNG SPR .5•p p�Rp
Y�
.r
.� . �.
,r
LI
DUKE ENERGY CAROLINAS • �.� ■
PROPERTY LINE � � � ^ • • � ■
■
' / I
'�- UNITS
� - FORMER UNITS 1-4 ASH
POWER BASIN WASTE BOUNDARY
/ PLANT
broad River _
UNIT 5 INACTIVE ASH
BASIN WASTE BOUNDARY UNIT 6
■ POWER ■
I PLANT ■ ACTIVE ASH BASIN
WASTE BOUNDARY
■
0001,
CCP LANDFILL`
WASTE BOUNDARY Y- �
(a r�
♦• '%�
■ .� ! �.000,
�1
r. •
NOTES:
1. ALL BOUNDARIES ARE APPROXIMATE.
2. USGS TOPOGRAPHIC MAP OBTAINED FROM ESRI ARCGIS
ONLINE BASEMAP SERVICE, LAST UPDATED AUGUST 2021.
DUKE
r ENERGY
CHARL
7 RUTHERFORD CLEVELF
COUNTY COUNTY
synTerra www.synterracorp.com
DRAWING 1
SITE LOCATION MAP
CCP LANDFILL PHASES I THROUGH IV
WATER QUALITY MONITORING PLAN
ROGERS ENERGY COMPLEX - CLIFFSIDE STEAM STATION
MOORESBORO, NORTH CAROLINA
DRAWN BY: C. WYATT DATE: 0210912022 GRAPHIC SCALE
REVISED BY: C. WYATT DATE: 02/ 21/2022 500 1,000 2,000
CHECKED BY: D. AVARD DATE: 02/21/2022 10
APPROVED BY-T. GRANT DATE: 02/21/2022
PROJECT MANAGER: S. SPINNER (IN FEET)
3,000

js
WNES FO f _
CCPMW-5 `•
•
J ® CCPMW-6S/D
'.
AL�•
rofi i.
/ of
Y - 4
/
I
CCR-CCPBG-1D/BRUN ® W-, _ CCPTW-2lie
1
lie
• �• �.�
� • � � CCPMW-3S/D � . �
• .0000 •-
/.
' �♦
BALLE= GER RD• � �'
ii p CCPM\
•� — -
low -
ER
-
•
I
�
1
�
1
1
1
LEGEND
1
JII!!I GROUNDWATER MONITORING WELL
1
LEACHATE SAMPLE LOCATION
LANDFILL LIMIT OF WASTE
LANDFILL REVIEW BOUNDARY
- — • LANDFILL COMPLIANCE BOUNDARY
- DUKE ENERGY CAROLINAS PROPERTY LINE
STREAM (AMEC NRTR)
® WETLANDS (AMEC NRTR)
r
•
NOTES:
- -
- -
1. THE WATERS OF THE US DELINEATION HAS NOT BEENAPPROVED BY THE
US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP CREATION. THIS MAP
IS NOT TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE
-
WETLANDS AND STREAMS BOUNDARIES WERE OBTAINED FROM STREAM AND
..+ CCPMW-11 •
WETLAND DELINEATION CONDUCTED BY AMEC FOSTER WHEELER
-
ENVIRONMENTAL AND INFRASTRUCTURE, INC. JUNE 2015.
2. ALL BOUNDARIES ARE APPROXIMATE.
3. PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
CCPMW-10
4. AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO. AERIAL DATED
•
SEPTEMBER 4, 2021.
GRAPHIC SCALE
�> DUKE 150 0 150
ENERGY 00=001==
N FEET)
CAROLINAS
300
DRAWN BY: C. WYATT DATE: 02/09/2022
REVISED BY: C.DATE: 03/11/2022
CHECKED BY: D.. AVAR AVARD DATE: 03/11/2022
APPROVED BY: T. GRANT DATE: 03/11/2022
synTerra PROJECT MANAGER: S. SPINNER
www.synterracorp.com
5. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM RIPS 3200 (NAD83).
DRAWING 2
CCP LANDFILL GROUNDWATER MONITORING SYSTEM
CCP LANDFILL PHASES I THROUGH IV
WATER QUALITY MONITORING PLAN
ROGERS ENERGY COMPLEX - CLIFFSIDE STEAM STATION
MOORESBORO, NORTH CAROLINA

SUCK CREEK
I
�J
CCPLANDFILL /z
CCPLANDFILL _ i -
PHASEIV
r
�s SW -
1 v.
V
Ll
GRAPHIC SCALE
n ENERGY.325 0 325 650
4DUKE
CAROLINAS (IN FEET)
DRAWN BY: C. WYATT DATE: 02/09/2022
REVISED BY: C. WYATT DATE: 03/11/2022
CHECKED BY: D. AVARD DATE: 03/11/2022
APPROVED BY: T. GRANT DATE: 03/11/2022
synTerra PROJECT MANAGER: S. SPINNER
www.svnterracorD.com
rF;v,
LEGEND
■ SURFACE WATER SAMPLE LOCATION
LANDFILL LIMIT OF WASTE
LANDFILL REVIEW BOUNDARY
- — • LANDFILL COMPLIANCE BOUNDARY
ASH BASIN WASTE BOUNDARY
DUKE ENERGY CAROLINAS PROPERTY LINE
310- STREAM (AMEC NRTR)
WETLANDS (AMEC NRTR)
NOTES:
1. THE WATERS OF THE US DELINEATION HAS NOT BEEN APPROVED BY THE
US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP CREATION. THIS MAP
IS NOT TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE
WETLANDS AND STREAMS BOUNDARIES WERE OBTAINED FROM STREAM AND
WETLAND DELINEATION CONDUCTED BY AMEC FOSTER WHEELER
ENVIRONMENTAL AND INFRASTRUCTURE, INC. JUNE 2015.
2. ALL BOUNDARIES ARE APPROXIMATE.
3. PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
4. AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO. AERIAL DATED
SEPTEMBER 4, 2021.
5. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM RIPS 3200 (NAD83).
DRAWING 3
SURFACE WATER MONITORING LOCATIONS
CCP LANDFILL PHASES I THROUGH IV
WATER QUALITY MONITORING PLAN
ROGERS ENERGY COMPLEX - CLIFFSIDE STEAM STATION
MOORESBORO, NORTH CAROLINA

PROTECTIVE
STEEL CASING
CONCRETE MIX:
SAKRETE OR EQUIVALENT
FORMED 2'X2' SQUARE
GROUT
o�M
WELL DSCREEN� -
SAND
CAP
LOCKABLE
CAP
VENTED CAP
2" DIA. PVC
WELL CASING
(TYPICAL)
BORING
(6" DIA. TYPICAL)
BENTONITE SEAL
NOTES:
1. ALL WELL CASING MATERIAL SHALL BE SCH 40 PVC (POLYVINYL CHLORIDE).
2. WELL SCREEN MATERIAL SHALL BE SCH 40 PVC (POLYVINYL CHLORIDE).
DUKE
<' ENERGY
CAROLINAS
0
synTerra
NOT TO SCALE
DRAWN BY: C. NEWELL DATE: 2/9/2022
REVISED BY: DATE:
CHECKED BY: D.AVARD DATE: 2/17/2022
APPROVED BY: S. SPINNER DATE: 2/17/2022
PROJECT MANAGER: S. SPINNER
www.synterracorp.com
GROUND SURFACE
DRAWING 4
TYPICAL TYPE II MONITORING WELL DETAIL
CCP LANDFILL PHASES I THROUGH IV
WATER QUALITY MONITORING PLAN
ROGERS ENERGY COMPLEX -
CLIFFSIDE STEAM STATION
MOORESBORO, NORTH CAROLINA

Appendix II - Tables

TABLE 1
SUMMARY OF WELL CONSTRUCTION INFORMATION
CCP LANDFILL PHASES I THROUGH IV
WATER QUALITY MONITORING PLAN
ROGERS ENERGY COMPLEX - CLIFFSIDE STEAM STATION
DUKE ENERGY CAROLINAS, LLC, MOORESBORO, NORTH CAROLINA
Well ID
Date
Installed
Outer
Casing
Diameter
(inches)
Well Locations
Well Elevations
Total Depth Drilled
Top
of Bedrock
Screened Interval
Lithology of
Screened Interval
NorthingF
Easting
Ground
Surface
T.O.C.
Depth
(fB.G.S.)
(feet ...)
Elev.
fNAVD 88
(feet )
Depth
fB.G.S.)
(feet ...)
Elev.
fNAVD 88
(feet )
Depth (feet B.G.S.)
Elev. (feet NAVD 88)
NC State Plane NAD 83 (feet)
feet NAVD 88
from
to
from
to
CCR-CCPBG-1BR
7/23/2020
6
540704.81
1170874.24
886.52
889.02
98.52
788.00
45.00
841.52
91.00
96.00
795.52
790.52
Bedrock
CCR-CCPBG-1D
7/17/2020
NA
540713.71
1170874.48
886.26
889.28
50.51
835.75
38.00
848.26
43.00
48.00
843.26
838.26
PWR
CCPMW-1S
2/23/2010
NA
541735.11
1171400.29
873.24
875.58
42.29
830.95
NA
NA
30.00
40.00
843.24
833.24
PWR
CCPMW-1D
2/24/2010
6
541739.18
1171401.96
873.33
875.89
56.85
816.48
43.00
830.33
49.00
54.00
824.33
819.33
Bedrock
CCPMW-2S
2/24/2010
NA
540575.60
1171837.00
840.26
842.24
42.00
798.26
NA
NA
32.00
42.00
808.26
798.26
Saprolite/PWR
CCPMW-2D
2/24/2010
NA
540576.00
1171841.00
840.17
842.38
70.00
770.17
59.00
781.17
65.00
70.00
775.17
770.17
Bedrock
CCPMW-3S
6/27/2007
NA
540509.50
1172348.20
810.56
811.56
14.00
796.56
NA
NA
9.00
14.00
801.56
796.56
Saprolite/PWR
CCPMW-3D
7/16/2007
NA
540509.70
1172353.60
810.47
811.74
31.00
779.47
19.00
791.47
26.00
31.00
784.47
779.47
Bedrock
CCPMW-4
10/26/2015
NA
542549.85
1171270.61
843.29
845.95
65.00
778.29
20.50
822.79
50.00
65.00
793.29
778.29
Bedrock
CCPMW-5
10/23/2015
NA
542895.88
1171866.91
855.87
858.63
72.50
783.37
29.50
826.37
62.50
72.50
793.37
783.37
Bedrock
CCPMW-6S
10/21/2015
NA
542422.85
1172372.00
851.48
854.38
43.50
807.98
43.50
807.98
33.50
43.50
817.98
807.98
PWR
CCPMW-6D
10/26/2015
6
542418.47
1172376.27
851.45
854.35
60.00
791.45
44.00
807.45
50.00
60.00
801.45
791.45
Bedrock
CCPMW-7
7/20/2020
NA
542090.63
1172862.62
852.63
855.49
50.85
801.78
47.00
805.63
37.00
47.00
815.63
805.63
Saprolite/PWR
CCPMW-8
7/6/2020
NA
540608.74
1172816.35
828.24
831.52
49.04
779.20
NA
NA
35.00
45.00
793.24
783.24
Saprolite/PWR
CCPMW-10
7/7/2020
NA
540476.30
1173125.20
810.45
812.98
45.35
765.10
NA
NA
32.00
42.00
778.45
768.45
Saprolite/PWR
CCPMW-11
7/1/2020
NA
540621.04
1173626.71
800.24
803.32
33.54
766.70
NA
NA
20.00
30.00
780.24
770.24
Saprolite/PWR
CCPTW-2
2/25/2010
NA
540669.85
1172528.53
839.62
842.18
45.00
794.62
45.00
794.62
35.00
45.00
804.62
794.62
Saprolite/PWR
Notes:
1. Horizontal datum are referenced to North Carolina State Plane NAD 83 (2011).
2. All elevations are referenced to NAVD 88 (feet); depths are referenced to ground surface (G.S.).
3. B.G.S. - below ground surface
4. T.O.C. - top of casing
S. PWR - partially weathered rock
6. NA - not applicable
7. ELEV. - elevation
8. NAVD 88 - North American Vertical Datum of 1988
9). ' - not measured/not applicable
Prepared By: DAA Checked By: ]PC
Page 1 of 1

TABLE 2
SUMMARY OF CONSTITUENTS AND ANALYTICAL METHODS
CCP LANDFILL PHASES I THROUGH IV
WATER QUALITY MONITORING PLAN
ROGERS ENERGY COMPLEX - CLIFFSIDE STEAM STATION
MOORESBORO, NORTH CAROLINA
Constituent
Units
Analytical Methods
1SA NCAC 2L
Standards for
Groundwater
1SA NCAC 26
Standards for
Surface Water
In Situ Parameters
Field pH
Standard
units
Multi -Parameter Water Quality Meter
6.5-8.5
6.0-9.0
Field Specific Conductance
110/cm
Multi -Parameter Water Quality Meter
-
Field Temperature
degrees
Celsius
Multi -Parameter Water Quality Meter
-
529
Field Dissolved Oxygen
mg/L
Multi -Parameter Water Quality Meter
>_ 4
Field Oxidation Reduction Potential
mV
Multi -Parameter Water Quality Meter
Field Turbidity
NTU
Turbidimeter
Streams15 50
Water Level
feet
Water Level Meter
-
Laboratory Analyses
Antimony'
µg/L
SW-846 6020E
1A
5,300
Arsenic
µg/L
SW-846 6020B
10
10
Barium'
µg/L
SW-846 6010D
700
1,000
Beryllium
µg/L
SW-846 6010D
4A
6.5
Boron'
µg/L
SW-846 6010D
700
7,300
Cadmium
µg/L
SW-846 6020B
2
0.15*
Chloride
mg/L
SW-846 6020E
250
250
Chromium
µg/L
SW-846 6010D
10
24*
Cobalt'
µg/L
SW-846 6020E
1A
1.6
Copper
µg/L
SW-846 6010D
1,000
2.7*
Fluoride
mg/L
SW-846 9056A
2
1.8
Iron
µg/L
SW-846 6010D
300
-
Lead
µg/L
SW-846 6020E
15
0.54*
Manganese
µg/L
SW-846 6010D
50
-
Mercury
µg/L
SW-846 7470A
1
0.012
Nickel
µg/L
SW-846 6010D
100
16*
Nitrate
mg/L
SW-846 9056A
10
10
Selenium
µg/L
SW-846 6020B
20
5
Silver
µg/L
SW-846 6020E
20
0.06*
Sulfate
mg/L
SW-846 9056A
250
250
Thallium'
µg/L
SW-846 6020E
0.2A
2
Total Dissolved Solids
mg/L
SM 2540C
500
500
Vanadium
µg/L
SW-846 6020E
0Y
-
Zinc
µg/L
SW-846 6010D
1,000
36*
Prepared By: DAA Checked By: TJG
Notes:
1) µo/cm = micro -ohms per centimeter
2) µg/L = micrograms per liter
3) mg/L = milligrams per liter
4) mV = millivolts
5) NTU = nephelometric turbidity units
6) * = Hardness -dependent dissolved metal standard. All hardness -dependent dissolved metal standards in this table assume <_ 25 mg/L in -stream hardness.
7) 15A NCAC 2B Standards for Surface Water represent conservative INC Water Quality Standards for Class C, WS-IV surface waters. In -stream target values are presented, as
applicable, for constituents that do not have established Water Quality Standards.
8) A = Interim Maximum Allowable Concentrations (IMAC) established under 15A NCAC 02L .0202.
9) 15A NCAC 2L Standards for Groundwater = North Carolina Groundwater Quality Standards (effective April 1, 2013)
10) t = In -stream target value established per language in 15A NCAC 02B .0202 and .0208
11).'-' Not established
Page 1 of 1

Appendix III - Boring Logs and Well Construction Records

FIELD BOREHOLE LOG
cmBOREHOLE
NO.: CCPMW-ld
TOTAL DEPTH: 54'
PROJECT INFORMATION
DRILLING INFORMATION
PROJECT: Duke Energy - Cliffside CCP Landfill
DRILLING CO: SAEDACCO
SITE LOCATION: Cliffside, NC
DRILLER: Robert Miller
JOB NO: 48509-54838
RIG TYPE: Gus Pech 1100E
GEOLOGIST: Dan Forbes
METHOD OF DRILLING: 8" HSA - 6" Air -Hammer
DATE DRILLED: 02/23-24/10
SAMPLING METHODS: Standard -Split Spoon
140 LB., 30 IN.
Depth
Soil
Soil Description
Sample
Blows/6" (Recovery)
Well
Well
Symbol
Construction
Description
3ft Stick-up w/Steel
Protective Cover
Moist, brown, fine-grained SAND with a
�� ��
little SILT, trace ROCK fragments,
S1 (0-2)
2-5-4-3 (16")
TOPSOIL
Moist, reddish brown, fine-grained
SAND with some SILT, little CLAY from
5-6 feet, trace ROCK fragments,
— 5
micaceous
S2 (5-7
2-4-13-24 (24")
TTTTT
Moist, brown/gray/orange/black, SILTY
—10
. T.T. T.T.T
TTTTT
SAND, trace ROCK fragments, fine
TTTTT
grained, SAPROLITE, micaceous
2-inch Schedule 40
TTTTT
TTTTT
S3 (10-12)
7-4-8-15 (18") PVC Riser
T T T T T
T T T
T T
T T T
T T
T T T
T T
T T T
T T
T T T
T T
T T T
T T
T T T
-15
T T
TTTTT
Cement Grout
T T T T T
S4 (15-17)
3-11-28-35 (20")
. T.T. T.T.T
- 2 0
. T.T. T.T.T
T T T T T
TTTTT
T T T
S5 (20-22)
16-50/5 (8")
T T
T T T T T
TTTTT
6" PVC Casing to 46'
. T.T. T.T.T
. T.T. T.T.T
- 2 5
T. T.
.T. T .T. T .T.
T T T
T T
T T T
T T
T T T T T
T T T
S6 (25-27)
9-20-20-15 (22")
T T
Notes: Auger Refusal at 40.5' bls Page 1 of 2

FIELD BOREHOLE LOG
cmBOREHOLE
NO.: CCPMW-ld
TOTAL DEPTH: 54'
PROJECT INFORMATION
DRILLING INFORMATION
PROJECT: Duke Energy - Cliffside CCP Landfill
DRILLING CO: SAEDACCO
SITE LOCATION: Cliffside, NC
DRILLER: Robert Miller
JOB NO: 48509-54838
RIG TYPE: Gus Pech 1100E
GEOLOGIST: Dan Forbes
METHOD OF DRILLING: 8" HSA - 6" Air -Hammer
DATE DRILLED: 02/23-24/10
SAMPLING METHODS: Standard -Split Spoon
140 LB., 30 IN.
Depth
Soil
Soil Description
Sample
Blows/6" (Recovery)
Well
Construction
Well
Description
Symbol
.T. T .T.
L�. L/ . .
0
Moist/Wet, brown/light gray to
Q Q
gray/orange/black, SILTY SAND,
—30
weathered ROCK fragments, fine-
grained, PARTIALLY WEATHERED
Q Q
ROCK, micaceous
S7 (30-32)
17-15-24-50/5 (12")
00.
0�0
-35
::: ::
6" PVC Casing to 46'
Q 0 Q
S8 (35-37)
50/3 (3")
—40
Q0Q
.... O
S9 (40-42)
50/4 (3")
Bedrock
—45
FRACTURE at 49 feet (Water
Bentonite
Producing)
#2 Silica Sand Filter
Pack
-50
FRACTURE at 51 feet
2-inch Schedule 40
PVC Screen from 49'
to 54' bls
-55
Notes: Auger Refusal at 40.5' bls Page 2 of 2

FIELD BOREHOLE LOG
cmBOREHOLE
NO.: CCPMW-ls
TOTAL DEPTH: 40'
PROJECT INFORMATION
DRILLING INFORMATION
PROJECT: Duke Energy - Cliffside CCP Landfill
DRILLING CO: SAEDACCO
SITE LOCATION: Cliffside, NC
DRILLER: Robert Miller
JOB NO: 48509-54838
RIG TYPE: Gus Pech 1100E
GEOLOGIST: Dan Forbes
METHOD OF DRILLING: 8" HSA
DATE DRILLED: 02/22-23/10
SAMPLING METHODS: Standard -Split Spoon
140 LB., 30 IN.
Depth
Soil
Soil Description
Sample
Blows/6" (Recovery)
Well
Well
Symbol
Construction
Description
3ft Stick-up w/Steel
p
Protective Cover
Moist, brown, fine-grained SAND with a
little SILT, trace ROCK fragments,
S1 (0 2)
2-5-4-3 (16")
TOPSOIL
Moist, reddish brown, fine-grained
SAND with some SILT, little CLAY from
5-6 feet, trace ROCK fragments,
micaceous
—5
S2 (5-7
2-4-13-24 (24")
• T T. 'T T. T
Moist, brown/gray/orange/black, SILTY
TTTTT
. T.T. T.T.T
SAND, trace ROCK fragments, fine-
—1 O
TTTTT
T T T
grained, SAPROLITE, micaceous
2-inch Schedule 40
T T
PVC Riser
S3 (10-12)
7-4-8-15 (18")
T T T T T
T T T
T T
T T T
T T
T T T
T T
T T T
T T
T T T
T T
T T T
-15
T T
TTTTT
Cement Grout
T T T T T
T T T T T
S4 (15-17)
3-11-28-35 (20")
T T T
T T
T T T
T T
T T T
T T
T T T
T T
T T T
T T
T T T
T T
T T T
T T
T T T
T T
T T T
— 2 O
T T
T T T
T T
TTTTT
TTTTT
S5
16-50/5
(20-22)
(8")
Notes: Auger Refusal at 40.5' bls Page 1 of 2

FIELD BOREHOLE LOG
cmBOREHOLE
NO.: CCPMW-Is
TOTAL DEPTH: 40'
PROJECT INFORMATION
DRILLING INFORMATION
PROJECT: Duke Energy - Cliffside CCP Landfill
DRILLING CO: SAEDACCO
SITE LOCATION: Cliffside, NC
DRILLER: Robert Miller
JOB NO: 48509-54838
RIG TYPE: Gus Pech 1100E
GEOLOGIST: Dan Forbes
METHOD OF DRILLING: 8" HSA
DATE DRILLED: 02/22-23/10
SAMPLING METHODS: Standard -Split Spoon
140 LB., 30 IN.
Depth
Soil
Soil Description
Sample
Blows/6" (Recovery)
Well
Well
Symbol
Construction
Description
TTTTT
T T TWIM
/
T T
T T T T T
T T T
WA
WA
T T
T T T T T
T T T
WA
WA
T T
T T T T T
T T T
WAA
WA
T T
T T T T T
T T T
WA
WA
WOO
_25
T T
. T
T T T T
T
TTTT.T
TTT
S-27)
(
-20-20-15 (22")T
T
TTT
T T T
Bentonite
T T
T T T T T
T T T T T
Moist/Wet, brown/light gray to
0
gray/orange/black, SILTY SAND,
Q Q
weathered ROCK fragments, fine-
-30
::: ::
grained, PARTIALLY WEATHERED
DOD
ROCK, micaceous
S7 (30-32)
17-15-24-50/5 (12")
#2 Silica Sand Filter
D D
Pack
DAD
—35
O Q D
S8 (35-37)
50/3 (3")
2-inch Schedule 40
DAD
PVC Screen from 30'
to 40' bls
0. 0
—40
DAD
S9 (40-42)
50/4 (3")
Notes: Auger Refusal at 40.5' bls
Page 2 of 2

CAMP DRESSER & McKEE
CDM
Client: Duke Energy
Project Location: Cliffside, Cleveland Co., NC
Drilling Contractor: SAEDACCO
Drilling Method/Rig: HSA/AR/GP-1100 E
Drillers: Robert Miller
Drilling Date: Start: 2-23-10 End: 2-24-10
Borehole Coordinates:
N 540,576.00 E 1,171,841.00
Development Date: Start End
CL
Sample
c
a w
N L
c
CL
c
Number
Y
3
m >
A
cl�
m (O
V% U
U)
of
-FILL-
Sheet 1 of 4
BORING LOG&
MONITORING WELL DETAIL
CCPMW-2d
Project Name: Cliffside Ash Landfill
Project Number: 48509-54838
Surface Elevation (ft.): 840.17
Total Depth (ft.): 70
Depth to Initial Water Level (ft. BGS): 32.1
Development Method:
Field Screening Instrument:
Logged By: DC
Top of Riser Elevation (ft.):
`—' Material Elev.
c J Depth
Description C7 ift
Well Construction
Detail
Grout
i
9
ri
J
J
u
z EXPLANATION OF ABBREVIATIONS
REMARKS
D DRILLING METHODS:
SAMPLING TYPES:
Formerly P-1 1 7d
HSA - Hollow Stem Auger
AS - Auger/Grab Sample
j SSA - Solid Stem Auger
CS - California Sampler
= HA - Hand Auger
BX - 1.5" Rock Core
J AR - Air Rotary
NX - 2.1" Rock Core
u DTR - Dual Tube Rotary
GP - Geoprobe
FIR - Foam Rotary
HP - Hydro Punch
9 MR - Mud Rotary
SS - Split Spoon
'- RC - Reverse Circulation
ST - Shelby Tube
r CT - Cable Tool
WS - Wash Sample
JET - Jetting
OTHER:
Reviewed by: Date:
D - Driving
5 DTC - Drill Through Casing
AGS - Above Ground
Surface

a
C7
CO
J
3
Z
z
W
0
F-
z
0
2
CAMP DRESSER & McKEE
Sheet 2 of 4
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPMW-2d
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
U
a
Sample
p
c
N 0)
o .c N
o
N U)
a U
y
N '`.
a
E>
U
='�
Material
U
L
Q 0
�
Elev.
Well Construction
Depth
m
U)
Number
Y f6 "
U
3 r-
o
(n U
m a'
U .N
Description
T
C9
eft)
Detail
a
m m
mCD
Moist, brick red, SANDY SILT, quartz,
ML
minor mica
825.2
15
Moist, brick red, SANDY SILT, quartz,
minor mica
820.2
20
-----------------
SM
Moist, rust red, SILTY SAND, with silt,
quartz, feldspar
815.2
25
Moist, red/brown, SILTY SAND, large
ML
quartzclasts-----------i
Moist, brown/grey/red, SANDY SILT,
micaceous
810.2
30
Moist, brown/grey/red, SANDY SILT,
micaceous
Moist, white/grey/black, SILTY SAND,
SM
quartz, mica, feldspar
805.2
35

a
c�
CO
WW
Z
z
W
0
z
0
2
CAMP DRESSER & McKEE
Sheet 3 of 4
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPMW-2d
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
U
a
Sample
p
c
N 0)
o .c N
o
N U)
a U
y
N '`.
a
E>
U
='�
Material
U
L
Q 0
�
Elev.
Well Construction
Depth
m
U)
Number
Y f6 "
U
3 r-
o
(n U
m a'
U .N
Description
T
eft)
Detail
a
m m
o
SM
Moist, white/grey/black, SILTY SAND,
quartz, mica, feldspar
Moist, red brown, SANDY SILT, black
ML
mineralization
800.2
40
Moist, red/light brown, SILT, micaceous,
black/white mineralization
795.2
45
Moist, red/light brown, SILT, micaceous,
black/white mineralization
Moist, white/grey/black/brown, SILTY
SM
SAND, quartz, mica, black
mineralization
Moist, white/grey/black/brown, SILTY
SAND, quartz, mica, black
mineralization
790.2
50
785.2
55
Small fracture at 56 feet
Moist, white/grey/black/brown, SILTY
SAND, quartz, mica, black
mineralization
B
IGNEISS
DRO
H780.21
780.2

a
C7
Cn
J
J
W
z
z
w
0
z
0
2
CAMP DRESSER & McKEE
Sheet 4 of 4
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPMW-2d
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
U
a
Sample
p
c
N 0)
o .c N
-o
N U)
a U
y
N '`.
a
E>
U
='�
Material
U
L
Q 0
�
Elev.
Well Construction
Depth
m
U)
Number
Y f6 "
U
3 r-
o
(n U
m a'
U .N
Description
m
O
eft)
Detail
a
m m
m
CD
780.2
B
DRO
K
60
Bentonite 60.0
777.2
163.0
Sand
775.2
65
Slotted Screen
Fracture at 66.5 feet (sediment filled)
Fracture at 69 feet
770.2
L770.2
70
70.0
Boring terminated at 70 feet bgs.
765.2
75
760.2
80

CAMP DRESSER & McKEE
CDM
Client: Duke Energy
Project Location: Cliffside, Cleveland Co., NC
Drilling Contractor: SAEDACCO
Drilling Method/Rig: HSA/D-50 ATU
Drillers: Randy Hoffman
Drilling Date: Start: 2-24-10 End: 2-24-10
Borehole Coordinates:
N 540,575.60 E 1,171,837.00
Development Date: Start End
CL
Sample
c
a w
N L
c
CL
c
Number
Y
3
m >
A
cl�
m (O
V% U
U)
it
-FILL-
6
SS S-1 11 24/24
14
I ST I U-1 1 1 24/6
Sheet 1 of 3
BORING LOG&
MONITORING WELL DETAIL
CCPMW-2s
Project Name: Cliffside Ash Landfill
Project Number: 48509-54838
Surface Elevation (ft.): 840.26
Total Depth (ft.): 42
Depth to Initial Water Level (ft. BGS): 31.72
Development Method:
Field Screening Instrument:
Logged By: DC
Top of Riser Elevation (ft.):
Material
Description
`C Elev.
0 Depth
cD (ft.)
Well Construction
Detail
Grout
u
ML
Moist, brick red, SANDY SILT, quartz,
z EXPLANATION OF ABBREVIATIONS
REMARKS
D DRILLING METHODS:
SAMPLING TYPES:
Formerly P-117s
HSA - Hollow Stem Auger
AS - Auger/Grab Sample
j SSA - Solid Stem Auger
CS - California Sampler
= HA - Hand Auger
BX - 1.5" Rock Core
AR - Air Rotary
NX - 2.1" Rock Core
u DTR - Dual Tube Rotary
GP - Geoprobe
FIR - Foam Rotary
HP - Hydro Punch
9 MR - Mud Rotary
SS - Split Spoon
'- RC - Reverse Circulation
ST - Shelby Tube
r CT - Cable Tool
WS - Wash Sample
JET - Jetting
OTHER:
D - Driving
DTC - Drill Through Casing
AGS - Above Ground
Surface
Reviewed by: Date:

J
W
Z
z
W
0
z
0
2
CAMP DRESSER & McKEE
Sheet 2 of 3
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPMW-2s
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
U
a
Sample
p
c
N 0)
o .c N
-o
N U)
a U
y
N '`.
a
E>
U
='�
Material
U
L
Q 0
�
Elev.
Well Construction
Depth
m
U)
Number
Y f6 "
U
3 r-
o
(n U
m a'
U .N
Description
T
Ott)
Detail
a
m m
m
CD
of
ML
minor mica
6
SS
S-2
8
12
24/22
8115.3
15
Moist, brick red, SANDY SILT, quartz,
minor mica
3
SS
S-3
6
8
24/22
— — — — — — — — — — — — — — — — —
820.3
20
SM
22
Moist, rust red, SILTY SAND, with silt,
quartz, feldspar
14
SS
S-4
12
10
24/24
815.3
12
ML
Moist, red/brown, SILTY SAND, large
quartzclasts-----------i
Moist, brown/grey/red, SANDY SILT,
micaceous
Bentonite
m813.3
27.0
4
SS
S-5
5
9
24/24
810.310.3
30
Sand
30.0 30.0
15
Moist, brown/grey/red, SANDY SILT,
micaceous
Slotted Screen
Moist, white/grey/black, SILTY SAND,
SM
quartz, mica, feldspar
11
SS
S-6
15
14
24/23
805.3
35
13
Moist, white/grey/black, SILTY SAND,

a
C7
CO
WW
Z
Z
W
O
H
Z
O
2
CAMP DRESSER & McKEE
Sheet 3 of 3
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPMW-2s
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
U
a
Sample
p
c
N 0)
o .c N
o
N U)
a U
y
N '`.
a
E>
U
='�
Material
U
L
Q 0
�
Elev.
Well Construction
Depth
m
U)
Number
Y f6 "
U
3 r-
o
(n U
m a'
U .N
Description
m
eft)
Detail
a
m m
m
CD
SM
quartz, mica, feldspar
Moist, red/brown, SANDY SILT, black
ML
mineralization
47
SS
S-7
32
22
24/20
840.3
30
Moist, red/light brown, SILT, micaceous,
black/white mineralization
798.3
42.0
Boring terminated at 42 feet bgs.
5
SS
S-8
10
15
24/21
745'3
24
790.3
50
785.3
55
780.3

CAMP DRESSER & McKEE
Sheet 1 of 2
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPMW-3d
Client: Duke Energy
Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC
Project Number: 48509-54838
Drilling Contractor: SAEDACCO
Surface Elevation (ft.): 810.47
Drilling Method/Rig: HSA/AR/GP-1100 E
Total Depth (ft.): 31
Drillers: Robert Miller
Depth to Initial Water Level (ft. BGS): 5.88
Drilling Date: Start: 7-16-07 End: 7-16-07
Development Method:
Borehole Coordinates:
Field Screening Instrument:
N 540,509.70 E 1,172,353.60
Logged By: DC
Development Date: Start End
Top of Riser Elevation (ft.):
Q
Sample
o w
N L
Z
?
Material
Q a,
Elev.
Well Construction
Depth
ft )h
Number
o
U
.°—�'
Description
Detail
li
m
m
810.5
Ground Surface
CL
0
Portland Cement
Dry, reddish brown,
CLAYEY SAND,
Grout
ST
U-1
24/?
quartz & mica
805.5
5
Moist, brown/red, SILTY SAND,
SM
micaceous
800.5
10
EXPLANATION OF ABBREVIATIONS
REMARKS
DRILLING METHODS:
SAMPLING TYPES:
Formerly P-118d
HSA - Hollow Stem Auger
AS - Auger/Grab Sample
SSA - Solid Stem Auger
CS - California Sampler
HA - Hand Auger
BX - 1.5" Rock Core
AR - Air Rotary
NX - 2.1" Rock Core
DTR - Dual Tube Rotary
GP - Geoprobe
FIR - Foam Rotary
HP - Hydro Punch
MR - Mud Rotary
SS - Split Spoon
RC - Reverse Circulation
ST - Shelby Tube
CT - Cable Tool
WS - Wash Sample
JET - Jetting
OTHER:
D - Driving
DTC - Drill Through Casing
AGS - Above Ground
Surface
Reviewed by: Date:

a
c�
CO
W
W
z
Z
W
O
H
Z
O
2
CAMP DRESSER & McKEE
Sheet 2 of 2
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPMW-3d
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
Q
Sample
o w
nL
Z
?
Material
Q a,
Elev.
Well Construction
Depth
cn
Number
o
cc U
__ .°—�'
Description
ft )h
Detail
a
m
m
of
SM
795.5
15
Auger refusal at 19 feet bgs. Continued
with air -rotary hammer.
B
IffNEISS
DRO
790.5
20
788.5
Bentonite 22.0
786.5
Sand 24.0
785.5
25
Slotted Screen
780.5
30
779.5
Boring terminated at 31 feet bgs.
31.0
775.5
35

CAMP DRESSER & McKEE
Sheet 1
of 2
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPMW-3s
Client: Duke Energy
Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC
Project Number: 48509-54838
Drilling Contractor: SAEDACCO
Surface Elevation (ft.): 810.56
Drilling Method/Rig: HSA/D-50
ATU
Total Depth (ft.): 14
Drillers: Randy Hoffman
Depth to Initial Water Level (ft. BGS): 4.74
Drilling Date: Start: 6-27-07 End:
6-27-07
Development Method:
Borehole Coordinates:
Field Screening Instrument:
N 540,509.50 E 1,172,348.20
Logged By: DC
Development Date: Start End
Top of Riser Elevation (ft.):
Q
Sample
p
c
a)
o_ -a
N N
nL
�'
�'�
a L,
E.2
� as
�
Material
U
o
Elev.
Well Construction
Depth
eft)
E
Number
U
w
o —
E m
U
.u)
Description
Detail
m
u)
(D
li
m
IY
o
810.6
Ground Surface
CL
0
Portland Cement
Dry, reddish brown,
CLAYEY SAND,
Grout
3
g
quartz &mica
SS
S-1
11
24/18
805.6
5
Bentonite
17.0
805.6
5.0
10
803.6
SM
Moist, brown/red, SILTY SAND,
Sand
Slotted Screen
7
g
micaceous
SS
S-2
24/14
Moist, brown/red, SILTY SAND,
800.E
10
13
micaceous
ST
U-1
24/9
EXPLANATION OF ABBREVIATIONS
REMARKS
DRILLING METHODS:
SAMPLING TYPES:
Formerly P-118s
HSA - Hollow Stem Auger
AS
- Auger/Grab Sample
SSA - Solid Stem Auger
CS
- California Sampler
HA - Hand Auger
BX
- 1.5" Rock Core
AR - Air Rotary
NX
- 2.1" Rock Core
DTR - Dual Tube Rotary
GP
- Geoprobe
FIR - Foam Rotary
HP
- Hydro Punch
MR - Mud Rotary
SS
- Split Spoon
RC - Reverse Circulation
ST
- Shelby Tube
CT - Cable Tool
WS
- Wash Sample
JET - Jetting
OTHER:
D - Driving
DTC - Drill Through Casing
AGS - Above Ground
Surface
Reviewed by:
Date:

CAMP DRESSER & McKEE
Sheet 2 of 2
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPMW-3s
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
Q
E >,
Sample
p
c
a) U)
o
w
a)
nL
�'
E a)
E .0
� as
�
Material
U
o
Elev.
Well Construction
Depth
A �
Number
0 � �
o �
u) U
� .�
Description
2 �
eft)
Detail
o°
m
a)
o
SM
796.6
Boring terminated upon auger refusal at
14.0
14 feet bgs.
795.E
15
790.6
20
785.6
25
780.6
30
775.6
35

CCPMW-4 Boring Log
Project: Cliffside CCP Landfill - Phase Il Monitoring Well Installation Start Date: 10 21 2015
Project No.: 48509-106696 End Date: 10 26 2015
Logged By: Daniel Forbes Total Depth: 65'
Location Code: CCPMW-4 Surface Casing Dia. De the None
Location: Cliffside, North Carolina Well Casing Dia. De the 2" PVC 50'
Driller: South Atlantic Environmental Drilling and Construction Company, Inc. Screen Dia./Depth/Slot: 2" PVC Pre -Packed/ 50-65'/0.01"
Drilling Method/Drill Rig: Hollow -Stem Auger/Deidrich D-50
Depth
(feet)
Recovery
(percent)
Blows per
6-inches
Formation Description
Hand
Auger
TOPSOIL (0-8"), sandy, trace silt, clay, and rock fragments, organics, brown, and dark brown, sand
fine-grained, loose, micaceous, moist
CLAY, sandy, silty, trace rock fragments and organics, reddish brown, and brown, sand fine-grained, medium
stiff, micaceous, moist
(Residuum)
2
3
SAND, some silt, trace weathered rock, reddish and orangish brown, light brown and gray, fine -to
coarse -grained, medium dense, micaceous, moist
(Saprolite)
4
92
3-5-8-9
5
6
7
8
9
75
4-11-19-35
10
WEATHERED ROCK, sandy, little silt, gray to dark gray, orangish and dark orangish brown, very light brown
and white, fine -to coarse -grained, micaceous, medium dense to dense, dry
(Saprolite)
11
12
SAND, some silt and weathered rock, gray and orangish brown, reddish and light brown, fine -to
coarse -grained, very dense, micaceous, moist to wet
(Partially Weathered Rock)
13
14
58
9-44-50/5"
15
16
17
18
19
83
12-38-44-50/4"
20
21
BIOTITE GNEISS, gray and brown, weathered
22
BIOTITE GNEISS, light to dark gray, dense
23
24
25
26
27
28
29
30
31
32
FRACTURE
BIOTITE GNEISS, light to dark gray
33
FRACTURES (multiple), sand infilling, silty, light brown to brawn
34
35
BIOTITE GNEISS, light to dark gray, and black
36
37
Well Construction
Above -Grade Completion with
Protective Bollards, 2' x 2'
Concrete Pad, Expansion Cap, and
Lock
ri
CDM
Smith Pagel of 8 CCPMW-4

CCPMW-4 Boring Log
Project: Cliffside CCP Landfill - Phase 11 Monitoring Well Installation Start Date: 10 21 2015
Project No.: 48509-106696 End Date: 10 26 2015
Logged By: Daniel Forbes Total Depth: 65'
Location Code: CCPMW-4 Surface Casing Dia. De the None
Location: Cliffside, North Carolina Well Casing Dia. De the 2" PVC 50'
Driller: South Atlantic Environmental Drilling and Construction Company, Inc. Screen Dia./Depth/Slot: 2" PVC Pre -Packed/ 50-65'/0.01"
Drilling Method/Drill Rig: Hollow -Stem Auger/Deidrich D-50
Depth
(feet)
Recovery
(percent)
Blows per
6-inches
Formation Description
Well Construction
Above -Grade Completion with
Protective Bollards, 2' x 2'
Concrete Pad, Expansion Cap, and
Lock
38
BIOTITE GNEISS, light to dark gray, and black, dense
Bentonite
Seal
Y
a
°
n°
N
2-inch
PVC
End
Cap
m
a
0.
a
u
v
r
N
Bentonite
Seal
Y
a
m
N
#
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
FRACTURE
BIOTITE GNEISS, light to dark gray, and black, dense
56
m
57
w
58
}
59
60
m
rn
61
N
62
63
64
65
66
Boring terminated at 65 feet.
cony
Smith Page 2 of 8 CCPMW-4

CCPMW-5 Boring Log
Project: Cliffside CCP Landfill - Phase 11 Monitoring Well Installation Start Date: 10 21 2015
Project No.: 48509-106696 End Date: 10 23 2015
Logged By: Daniel Forbes Total Depth: 72.5'
Location Code: CCPMW-5 Surface Casing Dia. De the None
Location: Cliffside, North Carolina Well Casing Dia. De th: 2" PVC 62.5'
Driller: South Atlantic Environmental Drilling and Construction Company, Inc. Screen Dia./Depth/Slot: 2" PVC Pre -Packed/ 62.5-72.5'/0.01"
Drilling Method/Drill Rig: Hollow -Stem Auger/Deidrich D-50
Depth
(feet)
Recovery
(percent)
Blows per
6-inches
Formation Description
1
Hand
Auger
TOPSOIL, sandy, trace silt and rock fragments, organics, brown, and reddish brown, sand
fine-grained, loose, moist
2
CLAY, sandy, silty, trace rock fragments, reddish brown, and brown, sand fine-grained, moist
(Residuum)
3
4
75
2-3-4-4
SAND, clayey, silty, reddish brown, and light brown, fine-grained, loose, micaceous, moist
Residuum
5
SAND, silty, trace clay, reddish brown, and light brown, fine-grained, loose, micaceous, dry to moist
(Residuum/Saprolite)
6
7
SAND, little silt, trace weathered rock, brown and gray, very light brown and dark orangish brown,
fine- to coarse -grained, medium dense, micaceous, black mineralization, moist
(Saprolite)
8
9
67
5-7-5-6
10
11
12
SAND, some silt, weathered rock from 13 to 13.5 feet, trace weathered rock, brown and gray, very light
brown and white, light and dark orangish brown, fine- to coarse -grained, medium dense, micaceous, black
mineralization, moist
(Saprolite)
13
14
79
18-11-8-9
15
16
17
SAND, silty, weathered rock from 19.5 to 20 feet, trace weathered rock, brown and light to dark orangish
brown, light brown and white, dark reddish brown and gray, fine -to coarse -grained, medium dense,
micaceous, black mineralization, dry
(Saprolite)
18
19
83
5-10-14-28
20
21
22
23
SAND, silty, trace weathered rock, brown, orangish brown and dark gray, white and light brown, fine -to
coarse -grained, very dense, micaceous, black mineralization, moist
(Partially Weathered Rock)
24
58
10-50/3.5"
25
26
27
28
29
33
50/5.5"
30
BIOTITE GNEISS, light to dark gray, and brown, weathered
31
32
33
34
FRACTURE, sand infilling, silty, light brown to brown, dry
35
36
BIOTITE GNEISS, light to dark gray
37
CDM
Smith Page 3 of 8 CCPMW-5

CCPMW-5 Boring Log
Project: Cliffside CCP Landfill - Phase 11 Monitoring Well Installation Start Date: 10 21 2015
Project No.: 48509-106696 End Date: 10 23 2015
Logged By: Daniel Forbes Total Depth: 72.5'
Location Code: CCPMW-5 Surface Casing Dia. De the None
Location: Cliffside, North Carolina Well Casing Dia. De th: 2" PVC 62.5'
Driller: South Atlantic Environmental Drilling and Construction Company, Inc. Screen Dia./Depth/Slot: 2" PVC Pre -Packed/ 62.5-72.5'/0.01"
Drilling Method/Drill Rig: Hollow -Stem Auger/Deidrich D-50
Depth
(feet)
Recovery
(percent)
Blows per
6-inches
Formation Description
Well Construction
Above -Grade Completion with
Protective Bollards, 2' x 2'
Concrete Pad, Expansion Cap, and
Lock
38
BIOTITE GNEISS, light to dark gray, and black, dense
Bentonite
Seal
a
LL
Fy
y
N
2-inch
PVC
End
Cap
_
s
=
c.
Bentonite
Seal
m
a
-
LL
r
N
39
40
41
42
43
44
FRACTURE
45
BIOTITE GNEISS, light to dark gray, and black
46
FRACTURE
47
BIOTITE GNEISS, light to dark gray, and black, dense
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
FRACTURE, water producingY
BIOTITE GNEISS, light to dark gray, and black, dense
65
66
67
N
68
69
=
70
a
71
72
73
Boring terminated at 72.5 feet.
74
QDM
smith Page 4 of 8 CCPMW-5

CCPMW-6d Boring Log
Project: Cliffside CCP Landfill - Phase II Monitoring Well Installation Start Date: 10 22 2015
Project No.: 48509-106696 End Date: 10 26 2015
Logged By: Daniel Forbes Mathew Colone Total Depth: 60'
Location Code: CCPMW-6d Surface Casing Dia. De the 6" PVC 47'
Location: Cliffside, North Carolina Well Casing Dia. De the 2" PVC 50'
Driller: South Atlantic Environmental Drilling and Construction Company, Inc. Screen Dia./Depth/Slot: 2" PVC Pre -Packed/ 50-60'/0.01"
Drilling Method/Drill Rig: Hollow -Stem Auger/Deidrich D-50
Well Construction
Depth
Recovery
Blows per
Above -Grade Completion with
Formation Description
(feet)
(percent)
6-inches
Protective Bollards, 2' x 2' Concrete
Pad, Expansion Cap, and Lock
1
TOPSOIL, sandy, trace silt and rock fragments, organics, brown, light and dark brown, and reddish brown,
sand fine-grained, loose, moist
2
Hand
Auger
CLAY, sandy, silty, trace rock fragments, reddish brown, and brown, sand fine-grained, medium stiff,
3
dry to moist
(Residuum)
4
5
92
2-3-4-7
SAND, silty, trace clay, reddish brown, very fine- to fine-grained, loose, micaceous, dry to moist a _
6
1
(Residuum/Saprolite)
a.
7
-
m
8
0
'a
v
9
u
N
10
79
3-2-4-7
11
SAND, silty, trace weathered rock, brown and reddish brown, light and orangish brown, and white,
fine- to coarse -grained, loose to medium dense, micaceous, dry
(Saprolite)
12
13
14
15
100
3-5-6-8
16
17
18
19
20
100
5-6-9-12
21
SAND, silty, trace weathered rock, brown, reddish and orangish brown, and dark orangish brown,
22
23
24
2S
100
4-6-7-8
26
fine -to coarse -grained, loose to medium dense, micaceous, black mineralization, dry
(Saprolite)
27
28
29
30
92
4-4-5-7
31
32
33
34
SAND, silty, trace weathered rock, brown, reddish and orangish brown, white and dark brown,
35
67
11-8-6-8
fine -to coarse -grained, medium dense, micaceous, black mineralization, moist to wet
36
(Saprolite)
37
C mith Page 7 of 8 CCPMW-6d

CCPMW-6d Boring Log
Project: Cliffside CCP Landfill - Phase II Monitoring Well Installation Start Date: 10 22 2015
Project No.: 48509-106696 End Date: 10 26 2015
Logged By: Daniel Forbes Mathew Colone Total Depth: 60'
Location Code: CCPMW-6d Surface Casing Dia. De the 6" PVC 47'
Location: Cliffside, North Carolina Well Casing Dia. De the 2" PVC 50'
Driller: South Atlantic Environmental Drilling and Construction Company, Inc. Screen Dia./Depth/Slot: 2" PVC Pre -Packed/ 50-60'/0.01"
Drilling Method/Drill Rig: Hollow -Stem Auger/Deidrich D-50
Depth
(feet)
Recovery
(percent)
Blows per
6-inches
Formation Description
Well Construction
Above -Grade Completion with
Protective Bollards, 2' x 2' Concrete
Pad, Expansion Cap, and Lock
38
SAND, trace silt and weathered rock, white and very light to light brown, brown and orangish brown, and
dark orangish brown, fine -to coarse -grained, very dense, micaceous, black mineralization, wet
(Partially Weathered Rock)
m
O
a
U
c
V
N
6" PVC
Casing
Bentonite
Seal
u
a
y
N
ik
39
40
63
16-17-50/5.75"
41
42
43
44
45
BIOTITE GNEISS, light to dark gray, and black, dense
Bentonite
Seal
u
a
w
ac
2-inch
PVC
End
Cap
46
47
48
49
50
51
FRACTURES (mutiple), water -producing
52
53
7
54
m
55
N
t
to
56
[V
57
58
BIOTITE GNEISS, light to dark gray, and black, dense
59
1
r60
Boring terminated at 60 feet.
SmitiPage 8 of 8 CCPMW-6d

CCPMW-6s Boring Log
Project: Cliffside CCP Landfill - Phase 11 Monitoring Well Installation Start Date: 10 21 2015
Project No.: 48509-106696 End Date: 10 21 2015
Logged By: Daniel Forbes Total Depth: 43.5'
Location Code: CCPMW-6s Surface Casing Dia. De the None
Location: Cliffside, North Carolina Well Casing Dia. De the 2" PVC 33.5'
Driller: South Atlantic Environmental Drilling and Construction Company, Inc. Screen Dia./Depth/Slot: 2" PVC Pre -Packed/ 33.5-43.5'/0.01"
Drilling Method/Drill Rig: Hollow -Stem Auger/Deidrich D-50
Well Construction
Above -Grade Completion with
Depth
Recovery
Blows per
Formation Description Protective Bollards, 2' x 2'
(feet)
(percent)
6-inches
Concrete Pad, Expansion Cap, and
Lock
1
TOPSOIL, sandy, trace silt and rock fragments, organics, brown, light and dark brown, and reddish brown,
sand fine-grained, loose, moist
2
Hand
Auger
CLAY, sandy, silty, trace rock fragments, reddish brown, and brown, sand fine-grained, medium stiff,
3
dry to moist (Residuum)
4
5
92
2-3-4-7
SAND, silty, trace clay, reddish brown, very fine- to fine-grained, loose, micaceous, dry to moist x
6
(Residuum/Saprolite)
7
0
8
d'
v
=
Z
v
v
N
9
10
79
3-2-4-7
11
SAND, silty, trace weathered rock, brown and reddish brown, light and orangish brown, and white,
fine- to coarse -grained, loose to medium dense, micaceous, dry
(Saprolite)
12
13
14
15
100
3-5-6-8
16
17
18
19
20
100
5-6-9-12
21
SAND, silty, trace weathered rock, brown, reddish and orangish brown, and dark orangish brown,
22
23
24
25
100
4-6-7-8
26
fine -to coarse -grained, loose to medium dense, micaceous, black mineralization, dry
(Saprolite)
27
c
V
a
28
29
30
92
4-4-5-7
Bentonite Bentonite
Seal a Seal
31
t
Y Y
a a
y `m
LL LL
SAND, silty, trace weathered rock, brown, reddish and orangish brawn, white and dark brown,
32
33
34
35
67
11-8-6-8
fine -to coarse -grained, medium dense, micaceous, black mineralization, moist to wet
36
(Saprolite) N N
4t
37
CDM
Smith Page 5 of 8 CCPMW-6s

CCPMW-6s Boring Log
Project: Cliffside CCP Landfill - Phase 11 Monitoring Well Installation Start Date: 10 21 2015
Project No.: 48509-106696 End Date: 10 21 2015
Logged By: Daniel Forbes Total Depth: 43.5'
Location Code: CCPMW-6s Surface Casing Dia. De the None
Location: Cliffside, North Carolina Well Casing Dia. De the 2" PVC 33.5'
Driller: South Atlantic Environmental Drilling and Construction Company, Inc. Screen Dia./Depth/Slot: 2" PVC Pre -Packed/ 33.5-43.5'/0.01"
Drilling Method/Drill Rig: Hollow -Stem Auger/Deidrich D-50
Depth
(feet)
Recovery
(percent)
Blows per
6-inches
Formation Description
Well Construction
Above -Grade Completion with
Protective Bollards, 2' x 2'
Concrete Pad, Expansion Cap, and
Lock
38
SAND, trace silt and weathered rock, white and very light to light brown, brawn and orangish brown, and
dark orangish brown, fine -to coarse -grained, very dense, micaceous, black mineralization, wet
(Partially Weathered Rock)
2-inch
PVC
End
Cap
d
�
a
m
`Id
39
40
63
16-17-50/5.75"
c
'a
41
42
43
w
44
Auger refusal at 43.5 feet.
45
CDM
Smith Page 6 of 8 CCPMW-6s

PROJECT: DEC-Cliffside
WELL / BORING NO: CCPMW-7
PROJECT NO: 1026.21
STARTED: 7/8/20 COMPLETED: 7/8/20
DRILLING COMPANY: SAEDACCO
NORTHING: 542090.63 EASTING: 1172862.62
DRILLING METHOD: Sonic
G.S. ELEV: 852.63 ft M.P. ELEV: 855.49 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 36.16 ft BTOC TOTAL DEPTH: 47.0 ft BGS
NOTES:
LOGGED BY: T. Grant CHECKED BY: T. Wyatt
U
= c�
w
d
O ^
e
C/)
z
OJ
_
❑ E
WELL
CONSTRUCTION
w
Q O
o
❑
DESCRIPTION
g
U
p
m0
a s
p
C�
<
�v
locking cap
100
5
Red (1 OR 4/6) sandy lean clay with reddish black (1 OR
2.5/1) staining along weathering faces, wet to moist,
CL
cohesive, medium plasticity, micaceous, trace gravel, with
bands of white (2.5Y 9.5/1) silty sand with some iron
` —Aquaguard Grout (0-32')
staining and few mica chips, moist, trace gravel (SOIL /
SAPROLITE)
10
60
15
—
------------------------
`
White (2.5Y 9.5/1) well graded sand with gravel, dry,
0.0 op
non -cohesive, few mica chips, some iron staining, some
o.
SW
gravel of highly weathered quartz, with bands of reddish
2" SCH 40 PVC Riser
black (2.5YR 2.5/1) silty sand, dry, micaceous, with white
(0-37')
20
a000°
mottling (SAPROLITE)
J.
—
— — — — — — — — — — — — — — — — — — — — — — — —
80
25
30
Strong brown (7.5YR 5/6), dark reddish brown (2.5YR 3/4),
20
and yellow (10YR 7/6) sandy silt, dry to wet, cohesive,
ML
non -plastic, micaceous, increasing highly weathered gravel
1
with depth, relict foliation increasing with depth
— Bentonite Seal (32-35')
35
(SAPROLITE)
40
—#2 Sand Filter Pack (35-47')
90
2" Pre -Packed Well Screen
(37-47')
White (2.5Y 9.5/1) quartzite, with minor biotite, highly
45
•,*•
RK
weathered, abundant iron staining, friable, with a couple
thin zones of strong brown (7.5YR 5/6) saprolitic sandy
silt, wet, micaceous WEATHERED ROCK
Borehole terminated at 47' BGS
SynTerra CLIENT: Duke Energy Carolinas
148 River Street, Suite 220 PROJECT LOCATION: Mooresboro, NC
1ina 29601
erPhone:864 421-99
s)mTraGreenville, 9PAGE 1 OF 1

PROJECT: DEC-Cliffside
WELL / BORING NO: CCPMW-8
PROJECT NO: 1026.21
STARTED: 7/2/20 COMPLETED: 7/6/20
DRILLING COMPANY: SAEDACCO
NORTHING: 540608.74 EASTING: 1172816.35
DRILLING METHOD: Sonic
G.S. ELEV: 828.24 ft M.P. ELEV: 831.52 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 36.06 ft BTOC TOTAL DEPTH: 50.0 ft BGS
NOTES:
LOGGED BY: T. Wyatt CHECKED BY: T. Grant
U
= c�
w
d
O ^
e
C/)
z
OJ
_
❑ E
WELL
CONSTRUCTION
w
Q O
o
❑
DESCRIPTION
g
U
p
m0
a s
p
C�
<
�v
locking cap
Dark red (2.5YR 3/6) lean clay, with some gravel near
CL
surface (0-6"), cohesive, non -plastic to low plasticity
(SOIL)
5
SM
Red (2.5YR 4/8) silty sand, fine to medium -grained, dry,
2" SCH 40 PVC Riser
non -cohesive, micaceous, with some gravel (SOIL)
(0-35')
10
Yellowish red (5YR 4/6) silty sand, fine to medium -grained,
15
:•
SM
cohesive, non -plastic, with thin layer of quartz fragments,
^ fAquaguard Grout (0-30')
relict foliation (SAPROLITE)
SM
Yellowish brown (10YR 5/6) sand, fine to medium -grained,
20
':
dry, non -cohesive (SAPROLITE)
Olive brown (2.5Y 4/4), silty sand, fine to medium -grained,
SM
dry to moist, cohesive, non -plastic, micaceous, with relict
foliation (SAPROLITE)
25
Light yellowish brown (2.5Y 6/4), strong brown (7.5YR
SM
5/8), and yellowish brown (10YR 5/8) silty sand, fine to
30
:•
medium -grained, cohesive, non -plastic, with relict gneiss
structure, micaceous, with quartz fragments (SAPROLITE)
�— Bentonite Seal (30-33')
1
SM
Pale brown (2.5Y 8/3) sand, fine to medium -grained, dry,
35
'.
non -cohesive, some iron staining (WEATHERED ROCK)
—
RK
— — — — — — — — — — — — — — — — — — — — — — — —
White to very pale brown, gneiss, weak (WEATHERED
_
- =
-
ROCK)
�—#2 Sand Filter Pack (33-47')
40
Reddish yellow (7.5YR 6/6) to brown (7.5YR 5/3) silty
SM
sand, micaceous, fine to medium -grained, cohesive,
non -plastic, dry to moist, with thin layer of gneiss and
quartz fragments, relict foliation (SAPROLITE)
2" Pre -Packed Well Screen
(35-45')
45
.:
'<
Yellowish brown to pale brown, silty sand, fine-grained,
SM
micaceous, relict foliation, dry to moist, with moisture
content increasing with depth (SAPROLITE)
Bent onite Hole Plug (47-50')
Borehole terminated at 50' BGS
SynTerra CLIENT: Duke Energy Carolinas
148 River Street, Suite 220 PROJECT LOCATION: Mooresboro, NC
1ina 29601
erPhone:864 421-99
s)MTraGreenville, 9PAGE 1 OF 1

PROJECT: DEC-Cliffside
WELL / BORING NO: CCPMW-1 U
PROJECT NO: 1026.21
STARTED: 7/7/20 COMPLETED: 7/7/20
DRILLING COMPANY: SAEDACCO
NORTHING: 540476.3 EASTING: 1173125.2
DRILLING METHOD: Sonic
G.S. ELEV: 810.45 ft M.P. ELEV: 812.98 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 27.49 ft BTOC TOTAL DEPTH: 42.0 ft BGS
NOTES:
LOGGED BY: T. Grant CHECKED BY: T. Wyatt
w
p
U
= c�
Q O
o
C�
❑
DESCRIPTION
w
d
g
<
O ^
U e
�v
C/)
z
OJ p
m0
_
❑ E
a s
WELL
CONSTRUCTION
locking cap
Red (2.5YR 4/8) silt with sand, moist, non -plastic,
100
5
ML
cohesive, micaceous, with bands of light gray (10YR 7/2)
and brown (7.5YR 5/4) silty sand (REWORKED
^ —Aquaguard Grout (0-27')
SAPROLITE / FILL)
10
80
15
SW
White (10YR 8.5/1) and some black (2.5Y 2.5/1) well
graded sand with gravel, dry to moist, non -cohesive, some
relict quartzite structure, sand mostly coarse -grained
2" SCH 40 PVC Riser
(0-32')
(SAPROLITE), few thin bands of pink (7.5YR 8/4) mottling
20
80
25
1
�— Bentonite Seal (27-30')
30
100
—#2 Sand Filter Pack (30-42')
Brown (7.5YR 4/4), black (7.5YR 2.5/1), and red (2.5YR
4/8) sandy silt, wet, cohesive, non -plastic, micaceous, with
ML
relict foliation, few bands of light gray (2.5Y 7/2) well
35
graded sand with gravel, few white kaolinitc sections
(SAPROLITE)
100
2" Pre Packed Well Screen
40
(32-42')
Borehole terminated at 42' BGS
45
CLIENT: Duke Energy Carolinas
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Mooresboro, NC
1ina 29601
erPhone:864 421-99
s)mTraGreenville, 9PAGE 1 OF 1

PROJECT: DEC-Cliffside
WELL / BORING NO: CCPMW-1 l
PROJECT NO: 1026.21
STARTED: 7/1/20 COMPLETED: 7/1/20
DRILLING COMPANY: SAEDACCO
NORTHING: 540621.04 EASTING: 1173626.71
DRILLING METHOD: Sonic
G.S. ELEV: 800.24 ft M.P. ELEV: 803.32 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 17.20 ft BTOC TOTAL DEPTH: 30.0 ft BGS
NOTES:
LOGGED BY: T. Grant CHECKED BY: T. Wyatt
U
= c�
w
d
O ^
e
�
z
OJ
_
❑ E
WELL
CONSTRUCTION
w
Q O
o
❑
DESCRIPTION
g
U
p
m0
a s
p
C�
<
�v
locking cap
Red (2.5YR 4/8) lean clay with sand, dry, medium
CL
plasticity, sand fine to coarse -grained, with thin zones of
100
pale brown (2.5Y 8/2) silty clay (REWORKED
5
SAPROLITE/ FILL)
° —Aquaguard Grout (0-16)
10
.'
2" SCH 40 PVC Riser
Yellowish brown (10YR 5/8), red (2.5YR 4/8), and white
(0-20')
ML
(2.5Y 8/1) sandy silt, dry to moist, cohesive, non -plastic,
100
trace gravel, micaceous, some relict foliation
(SAPROLITE)
1
15
—Bentonite Seal (15-18')
20
Light yellowish brown (2.5Y 6/4), yellowish red (5YR 4/6),
100
and white (2.5Y 9.5/1) sandy silt, moist to wet, cohesive,
ML
non -plastic, increasing highly weathered schist and gneiss
5.
#2 Sand Filter Pack (18-30')
gravel with depth, micaceous, some relict foliation
25
•'
(SAPROLITE GRADING TO WEATHERED ROCK)
2" Pre -Packed Well Screen
100
(20-30')
30
Borehole terminated at 30' BGS
35
40
45
CLIENT: Duke Energy Carolinas
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Mooresboro, NC
1ina 29601
erPhone:864 421-99
s)mTraGreenville, 9PAGE 1 OF 1

CAMP DRESSER & McKEE
Sheet 1 of 4
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPTW-1 d
Client: Duke Energy
Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
Drilling Contractor: SAEDACCO
Surface Elevation (ft.): 836.41
Drilling Method/Rig: HSA/AR/GP-1100 E Total Depth (ft.): 66
Drillers: Robert Miller
Depth to Initial Water Level (ft. BGS): 33.23
Drilling Date: Start: 7-17-07 End:
7-18-07 Development Method:
Borehole Coordinates:
Field Screening Instrument:
N 541,139.30 E 1,172,408.10
Logged By: DC
Development Date: Start End
Top of Riser Elevation (ft.):
Q
Sample
p
c
a)
o
N N
nL
�'
�'�
a L,
E.2
� as
�
Material
U
o
Elev.
Well Construction
Depth
eft)
E
Number
w
o —
E m
U
.u)
Description
Detail
m
u)
(D
li
m
o
836.4
Ground Surface
,L-ML.
Dry, red/reddish brown, SILTY CLAY to
0
Portland Cement
CLAYEY SILT
Grout
ST
U-1
24/18
831.4
5
4
SM
Dry, red/brown/tan/black/grey, Fine
7
SAND with Silt, micaceous, black
SS
S-1
7
24/22
mineralization, trace quartz
9
826.4
10
EXPLANATION OF ABBREVIATIONS
REMARKS
DRILLING METHODS:
SAMPLING TYPES:
Formerly A-3d
HSA - Hollow Stem Auger
AS
- Auger/Grab Sample
SSA - Solid Stem Auger
CS
- California Sampler
HA - Hand Auger
BX
- 1.5" Rock Core
AR - Air Rotary
NX
- 2.1" Rock Core
DTR - Dual Tube Rotary
GP
- Geoprobe
FIR - Foam Rotary
HP
- Hydro Punch
MR - Mud Rotary
SS
- Split Spoon
RC - Reverse Circulation
ST
- Shelby Tube
CT - Cable Tool
WS
- Wash Sample
JET - Jetting
OTHER:
D - Driving
DTC - Drill Through Casing
AGS - Above Ground
Surface
Reviewed by: Date:

a
ai
>J
Z
Z
W
0
H_
Z
0
2
CAMP DRESSER & McKEE
Sheet 2 of 4
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPTW-1 d
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
U
a
Sample
p
c
N 0)
o .c N
o
N U)
a U
y
N '`.
a
E>
U
='�
Material
U
L
Q 0
�
Elev.
Well Construction
Depth
m
U)
Number
Y f6 "
U
3 r-
o
(n U
m a'
U .N
Description
T
C9
eft)
Detail
a
m m
o
of
SM
Dry, white/tan/black/grey, Fine SAND
6
13
with Silt, micaceous, black
SS
S-2
21
24/20
mineralization, trace quartz
40
Dry, white/tan/black/grey, Fine SAND
821.4
15
11
11
with Silt, micaceous, black
SS
S-3
10
24/24
mineralization, cobble -size quartz
fragment
13
Wet, red/brown/black/orange, SILTY
816.4
20
4
6
SAND, micaceous, black mineralization,
SS
S-4
9
24/24
water @ 24'
12
28'-28.5' Wet, red/brown/black/orange,
- 811.4
25
4
7
SILTY SAND, micaceous, black
SS
S-5
31
24/24
mineralization
31
28.5'-30' Wet, brown/tan/white/orange,
Fine SAND, quartz pebbles
Wet, brown/red/black/tan, Fine SAND
806.4
30
10
18
with Silt, micaceous, black
SS
S-6
12
24/24
mineralization
22
801.4
35

a
C7
CO
WW
Z
Z
W
O
H
z
O
2
CAMP DRESSER & McKEE
Sheet 3 of 4
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPTW-1 d
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
U
a
Sample
p
c
N 0)
o .c N
o
N U)
a U
y
N '`.
a
E>
U
='�
Material
U
L
Q 0
�
Elev.
Well Construction
Depth
m
U)
Number
Y f6 "
U
3 r-
o
(n U
m a'
U .N
Description
m
eft)
Detail
a
m m
o
of
SM
Wet, brown/red/black/tan, Fine SAND
13
8
with Silt, micaceous, black
SS
S-7
23
24/24
mineralization
23
Wet, brown/red/black/tan, Fine SAND
796.4
40
3
6
with Silt, micaceous, black
SS
S-8
9
24/24
mineralization
17
Wet, brown/red/black/tan, Fine SAND
791.4
45
8
15
with Silt, micaceous, black
SS
S-9
12
24/18
mineralization
27
786.4
50
SS
S-10
50/4"
4/0
PWR
Partially weathered to solid bedrock
781.4
55
779.4
Bentonite
57.0
777.4
Sand
59.0
776.4

a
C7
ai
J
J
W
z
z
w
0
z
0
2
CAMP DRESSER & McKEE
Sheet 4 of 4
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPTW-1 d
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
U
a
Sample
p
c
N 0)
o .c N
o
N U)
a U
y
N '`.
a
E>
U
='�
Material
U
L
Q 0
�
Elev.
Well Construction
Depth
m
U)
Number
Y f6 "
U
3 r-
o
(n U
m a'
U .N
Description
m
eft)
Detail
a
m m
m
CD
776.4
PWR
60
775.4
Slotted Screen 61.0
771.4
65
770.4
Boring terminated at 66 feet bgs.
66.0
766.4
70
761.4
75
756.4
80

a
c7
ai
WW
Z
z
W
O
H
z
O
CAMP DRESSER & McKEE
Sheet 1 of 3
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPTW-1 s
Client: Duke Energy
Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
Drilling Contractor: SAEDACCO
Surface Elevation (ft.): 836.81
Drilling Method/Rig: HSA/GP-1100
E Total Depth (ft.): 35
Drillers: Robert Miller
Depth to Initial Water Level (ft. BGS): 28.07
Drilling Date: Start: 2-25-10 End:
2-25-10 Development Method:
Borehole Coordinates:
Field Screening Instrument:
N 541,143.90 E 1,172,409.20
Logged By: DC
Development Date: Start End
Top of Riser Elevation (ft.):
a
E T
Sample
p
aa) rn
o .c �
a`) v,
aL
v,
'E
a 21
E a)
o
�'�
m
Material
r
a o
Elev.
Well Construction
Depth
Un
Number
o
U
.N'
Description
�
eft)
Detail
o° of
in
m
836.8
Ground Surface
L-ML.
Dry, red/reddish brown, SILTY CLAY to
0
Portland Cement
CLAYEY SILT
Grout
831.8
5
Dry, red/brown/tan/black/grey, Fine
SM
SAND with Silt, micaceous, black
mineralization, trace quartz
826.8
10
IK
EXPLANATION OF ABBREVIATIONS
REMARKS
DRILLING METHODS:
SAMPLING TYPES:
HSA - Hollow Stem Auger
AS
- Auger/Grab Sample
SSA - Solid Stem Auger
CS
- California Sampler
HA - Hand Auger
BX
- 1.5" Rock Core
AR - Air Rotary
NX
- 2.1" Rock Core
DTR - Dual Tube Rotary
GP
- Geoprobe
FR - Foam Rotary
HP
- Hydro Punch
MR - Mud Rotary
SS
- Split Spoon
RC - Reverse Circulation
ST
- Shelby Tube
CT - Cable Tool
WS
- Wash Sample
JET - Jetting
OTHER:
D - Driving
DTC - Drill Through Casing
AGS - Above Ground
Surface
Reviewed by: Date:

a
C7
CO
>J
Z
Z
W
0
H
Z
0
2
CAMP DRESSER & McKEE
Sheet 2 of 3
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPTW-1 s
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
U
a
Sample
p
c
N 0)
o .c N
o
N U)
y U
N '`.
a
E>
U
='�
Material
U
L
Q 0
�
Elev.
Well Construction
Depth
m
U)
Number
Y f) "
U
3 r-
o
(n U
m a'
U .N
Description
T
eft)
Detail
a
m m
o
SM
Dry, white/tan/black/grey, Fine SAND
with Silt, micaceous, black
mineralization, trace quartz
821.8
15
Dry, white/tan/black/grey, Fine SAND
with Silt, micaceous, black
mineralization, cobble -size quartz
fragment
816.8
816.8
20
Bentonite
20.0
813.8
Wet, red/brown/black/orange, SILTY
Sand
23.0
SAND, micaceous, black mineralization,
water @ 24'
- 811.8
25
Slotted Screen
28'-28.5' Wet, red/brown/black/orange,
SILTY SAND, micaceous, black
mineralization
28.5'-30' Wet, brown/tan/white/orange,
806.8
Fine SAND, quartz pebbles
30
Wet, brown/red/black/tan, Fine SAND
with Silt, micaceous, black
mineralization
[801.8
801.8
35
35.0

CAMP DRESSER & McKEE
Sheet 3 of 3
BORING LOG&
CDM
MONITORING WELL DETAIL
CCPTW-1 s
Client: Duke Energy Project Name: Cliffside Ash Landfill
Project Location: Cliffside, Cleveland Co., NC Project Number: 48509-54838
Q
E >,
Sample
p
c
N U)
o
w
a) N
nL
�'
�'�
E ro
E.0
� m
i6
Material
U
o
Elev.
Well Construction
Depth
A �
Number
0 � �
o �
un U
� .�
Description
2 �
�ft )
Detail
o°
m
a)
o
Boring terminated at 35 feet bgs.
796.8
40
791.8
45
786.8
50
781.8
55
776.8

FIELD BOREHOLE LOG
cmBOREHOLE
NO.: CCPTW-2
TOTAL DEPTH: 45 ft
PROJECT INFORMATION
DRILLING INFORMATION
PROJECT: Duke Energy - Cliffside CCP Landfill
DRILLING CO: SAEDACCO
SITE LOCATION: Cliffside, NC
DRILLER: Robert Miller
JOB NO: 48509-54838
RIG TYPE: GUS PECH 1100 E
GEOLOGIST: Dan Forbes
METHOD OF DRILLING: Hollow -Stem Auger
DATE DRILLED: 11/29/06 and Relocated on 02/25/10
SAMPLING METHODS: Standard -Split Spoon
140 lbs. Pneumatic/ 30 inches
Depth
Soil
Symbol
Soil Description
Sample
Blows/6" (Recovery)
Well
Construction
Well
Description
3 ft Stick-up w/ Steel
p
/
Protective Cover.
� !! Q
O
Approximately 10 feet of fill was placed
in the area of TW-2 during landfill
construction. The original well was
abandoned and TW-2 was relocated
D�Oo
adjacent to the original location.
Oa
— 5
:
Oa �
Oa �
Cement Grout
�0
op�
— 1
............
Dry, red to reddish brown, SILT and very
fine SAND, some CLAY. Micaceous.
7. ....
S1
3-4-7-15 (24")
—15-:.-:
. - . -
2-inch Schedule 40
. - :
PVC Riser
7. :.- :.-
S2
5-7-9-13 (24")
- O
T T T T
.TTTTT T
Dry to moist,
tan/brown/orange/white/black, fine
T T T T T
SAND, some SILT, micaceous. Black
.TTTTT
TTTTT
T T
mineralized fractures. SAPROLITE.
Some QUARTZ fragments.
Notes: Auger Refusal at 45 ft bls. Page 1 of 2

FIELD BOREHOLE LOG
cmBOREHOLE
NO.: CCPTW-2
TOTAL DEPTH: 45 ft
PROJECT INFORMATION
DRILLING INFORMATION
PROJECT: Duke Energy - Cliffside CCP Landfill
DRILLING CO: SAEDACCO
SITE LOCATION: Cliffside, NC
DRILLER: Robert Miller
JOB NO: 48509-54838
RIG TYPE: GUS PECH 1100 E
GEOLOGIST: Dan Forbes
METHOD OF DRILLING: Hollow -Stem Auger
DATE DRILLED: 11/29/06 and Relocated on 02/25/10
SAMPLING METHODS: Standard -Split Spoon
140 lbs. Pneumatic/ 30 inches
Depth
Soil
Soil Description
Sample
Blows/6" (Recovery)
Well
Construction
Well
Description
Symbol
T T T T T
WA
T T T T T
T T T T T
WA
T T T T T
S3
6-10-15-28 (24")
WA
WA
- 2 5
'.T. T .T. T .T.WAM
WA
T T T T TWA
T T T T T
T T T T T
T T T T T
WA
WA
T T T T T
T T T T T
WA
T T T T T
T T T T T
WA
T T T T T
T T T T T
WA
T T T T T
Moist to wet, brown/black/white/gray,WA
S4
7-50/4 (10")
WA
—30
O 0
fine SAND some SILT, micaceous.
Some size ROCK fragments.
WA
WA/
WA
pebble
DAD
Bentonite
• ' ' ' '
—35
S5
10-44-50/5 (16")
Silica Sand Filter
Pack
D 0 D
S6
12-50/4 (6")
-40
D�D
•
2-inch Schedule 40
Q Q
PVC Screen from 35'
to 45' bls
0
0
S7
18-50/4 (6")
—45
Notes: Auger Refusal at 45 ft bls. Page 2 of 2

PROJECT: DEC-Cliffside
WELL / BORING NO: CCR-CCPBG-1 BR
PROJECT NO: 1026.21
STARTED: 7/16/20 COMPLETED: 7/23/20
DRILLING COMPANY: SAEDACCO
NORTHING: 540704.811 EASTING: 1170874.24
DRILLING METHOD: HSA / Air Hammer
G.S. ELEV: 886.52 ft M.P. ELEV: 889.02 ft
BOREHOLE DIAMETER: 12.25" (0-39') / 10" (39-60') / 5.5" (60-96')
DEPTH TO WATER: 48.32 ft TOTAL DEPTH: 96.0 ft BGS
NOTES:
LOGGED BY: G. Khang CHECKED BY: T. Grant
U
= c�
w
d
O ^
e
�
z
OJ
_
❑ E
WELL
CONSTRUCTION
w
Q O
o
❑
DESCRIPTION
g
0
p
m0
a s
p
C�
<
�v
locking cap
Orange to brown silty sand with minor gravel, dry,
SM
fine-grained, loose, non -plastic, with roots and organics at
—
surface (FILL)
— — — — — — — — — — — — — — — — — — — — — — — —
5
°
CL
ML
Red to orange silty clay, non -plastic (FILL)
Aquaguard Grout (0-82')
10
—
— — — — — — — — — — — — — — — — — — — — — — — —
°
`
SM
Orange to brown silty sand, fine-grained, dry, loose,
non -plastic (SOIL)
SM
Light brown silty sand with minor small pebbles
15
fine-grained, dry, increased hardness, slight clumping r
;
\ LSOILjL-------------------�
SC
Reddish brown to pale brown silty sand with clay, dry,
SM
fine-grained (SOIL)
20
`
SM
Pale brown silty sand, fine-grained, dry, loose, with small
rock bits (SOIL)
25
`
SM
Light brown to brownish -orange silty sand, fine-grained,
6" Surface Casing (0-60')
dry, loose, non -plastic (SOIL)
30
Neat Cement Grout (0-60')
`
SM
Brown silty sand, fine-grained, dry, loose, non -plastic, with
increase in rock fragments (SAPROLITE)
35
—
------------------------
`
SM
Brown silty sand, dry, fine-grained, loose, non -plastic, with
minor rock fragments (SAPROLITE)
RK
Silt, weathered, stained, coarse quartz, k-spar, mica
40
_WEATHERED ROCKL-------------
o
RK
Brown to light brown sand, dry, with minor rock fragments,
tan to brown, weak, weathered (WEATHERED ROCK)
45
2" SCH 40 PVC Riser
(0-91')
-
RK
Brown mixture of fresh rock with weathered zones, coarse,
_
schistose zones, quartz, biotite, and feldspar (GNEISS)
::I
CLIENT: Duke Energy Carolinas
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Mooresboro, NC
1ina 29601
erPhone:864 421-99
s)mTraGreenville, 9PAGE 1 OF 2

PROJECT: DEC-Cliffside
WELL / BORING NO: CCR-CCPBG-1 BR
PROJECT NO: 1026.21
STARTED: 7/16/20 COMPLETED: 7/23/20
DRILLING COMPANY: SAEDACCO
NORTHING: 540704.811 EASTING: 1170874.24
DRILLING METHOD: HSA / Air Hammer
G.S. ELEV: 886.52 ft M.P. ELEV: 889.02 ft
BOREHOLE DIAMETER: 12.25" (0-39') / 10" (39-60') / 5.5" (60-96)
DEPTH TO WATER: 48.32 ft TOTAL DEPTH: 96.0 ft BGS
NOTES:
LOGGED BY: G. Khang CHECKED BY: T. Grant
U
=
IL
w
0-
O^
e
W
z
OJ
_
❑ E
WELL
CONSTRUCTION
w
6
o
❑
g
0
p
m0
a s
p
C�
�v
_
Brown mixture of fresh rock with weathered zones, coarse,
- _
RK
schistose zones, quartz, biotite, and feldspar (GNEISS)
(continued)
55
—
— — — — — — — — — — — — — — — — — — — — — — — —
6" Surface Casing (0-60')
'
Neat Cement Grout (0-60')
60
RK
Gray to white biotite gneiss, dry, fresh, coarse, schistose,
increase in mica (BIOTITE GNEISS)
65_
—
— — — — — — — — — — — — — — — — — — — — — — — —
-
RK
White biotite gneiss, dry, fresh, coarse, prevalent schist
_
with minor quartz and feldspar (BIOTITE GNEISS)
` —Aquaguard Grout (0-82')
70
—
— — — — — — — — — — — — — — — — — — — — — — — —
-
RK
White to gray granitic gneiss, prevalent quartz, and
_
feldspar, coarse, fresh (GRANITIC GNEISS)
'
2" SCH 40 PVC Riser
75
—
— — — — — — — — — — — — — — — — — — — — — — — —
(0-91')
-
RK
Black schist, fresh, strong, fine to medium -grained
_
(SCHIST)
80
—
— — — — — — — — — — — — — — — — — — — — — — — —
85
RK
White granitic gneiss, coarse, fresh, prevalent quartz and-Bentonite
Seal (82-87')
feldspar, with minor mica (GRANITIC GNEISS)
90
-
— — — — — — — — — — — — — — — — — — — — — — — ——#2
Sand Filter Pack (87-96')
- -
White biotite gneiss, dry to moist, prevalent biotite and dark
%
RK
mineral, medium to coarse -grained, fresh (BIOTITE
GNEISS)
2" Pre -Packed Well Screen
(91-96')
95
Borehole terminated at 96' BGS
CLIENT: Duke Energy Carolinas
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Mooresboro, NC
Greenvlle, SouthSynTerra 999aro1ina 29601
Phone:l864 421- PAGE 2 OF 2

PROJECT: DEC-Cliffside
WELL / BORING NO: CCR-CCPBG-1
PROJECT NO: 1026.21
STARTED: 7/15/20 COMPLETED: 7/17/20
DRILLING COMPANY: SAEDACCO
NORTHING: 540713.712 EASTING: 1170874.482
DRILLING METHOD: HSA / Air Hammer
G.S. ELEV: 886.26 ft M.P. ELEV: 889.28 ft
BOREHOLE DIAMETER: 8.25" (0-39') / 8" (39-49')
DEPTH TO WATER: 42.23 ft TOTAL DEPTH: 48.0 ft BGS
NOTES:
LOGGED BY: G. Khang CHECKED BY: T. Grant
U
= c�
w
d
O ^
e
�
z
OJ
_
❑ E
WELL
CONSTRUCTION
w
Q O
W
❑
DESCRIPTION
g
U
p
m0
a s
p
C�
<
�v
locking cap
SM
Orange -brown silty sand, fine-grained, loose, with roots
—
and organics at surface, dry, clay, red (FILL)
— — — — — — — — — — — — — — — — — — — — — — — —
5
SM
Red clay with silty sand, fine, loose, dry (FILL)
` —Aquaguard Grout (0-36')
10
SM
Orange to brownish -orange / brown silty sand, fine, loose,
minor rock fragments (SAPROLITE)
15
Pale brown to orange brown silty sand, fine-grained, loose,
SM
dry, with small rock fragments, increased hardness
(SAPROLITE)
20—
—
— — — — — — — — — — — — — — — — — — — — — — — —
ML ML
Light orange to brown silt, fine-grained, loose, dry, with
2" SCH 40 PVC Riser
larger rock fragments (SAPROLITE)
(0-43')
25—
—
— — — — — — — — — — — — — — — — — — — — — — — —
ML ML
Light orange to brown silt, fine-grained, loose, dry,
(SAPROLITE)
` —Aquaguard Grout (0-36')
30—
—
— — — — — — — — — — — — — — — — — — — — — — — —
ML ML
Brown to reddish -brown silt, fine-grained, loose, dry,
withrock fragments (SAPROLITE)
35—
—
— — — — — — — — — — — — — — — — — — — — — — — —
ML ML
Brown silt, fine-grained, dry, with rock fragments
(SAPROLITE)
�— Bentonite Seal (36-39')
40
-
RK
Tan to brown biotite gneiss, dry, with gray silt lens at
39-40.5', dry (BIOTITE GNEISS)
—
------------------------
�—#2 Sand Filter Pack (39-48')
45-
-
-
Brown silt, fine-grained, fractures and soft zones from
2" Pre -Packed Well Screen
(43-48')
_
RK
45-48', decreased rock dust, increase in moisture from dry
to moist (BIOTITE GNEISS)
Borehole terminated at 49' BGS
CLIENT: Duke Energy Carolinas
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Mooresboro, NC
1ina 29601
erPhone:864 421-99
s)mTraGreenville, 9PAGE 1 OF 1

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department Of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2675
1. WELL CONTRACTOR:
Robert Miller
Well Contractor (Individual) Name
SAEDACCO Inc
Well Contractor Company Name
STREET ADDRESS 9000 MARKSWOOD RD
CHARLOTTE N.C. 20278
City or Town State Zip Code
U_ [phone]
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID#(ifapplicable) CCP-1D
STATE WELL PERMIT#(ifapplicable)
DWQ or OTHER PERMIT #(If applicable)
WELL USE (Check Applicable Box) Monitoring W MunicipaVPublic ❑
Industrial/Commercial C3 Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLEII 2-24-10
TIME COMPLETED 4 : 30 AM ❑ PM 91
3. WELL LOCATION:
CITY: CLIFFSTDE COUNTY RUTHERFORD
DUKE POWER ROAD
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC LAND SETTING:
U Slope ❑ Veltey ® Flat CI Ridge El Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitudetlongitude source: ❑GPS ciTopographic map
(location of well must be shown on.a USGS topo map and
attached to this form if not using GPS)
4. FACILITY, is the name of the business where thewell is located.
FACILITY tD *(if applicable)
NAME OF FACILITY DUKE POWER-CLIFPSIDE PLANT
STREET ADDRESS DUKE POWER ROAD
CLIFFSIDE N.C.
City or Town State Zip Code
CONTACT PERSON CAMP DRESSER & McKee
MAILING ADDRESS 5400 GLENWOOD AVE.
RALEIGH NC. 27612
City or Town State Zip Code
919-787-5620
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 55FT
b. DOES WELL REPLACE EXISTING.WELL7 YES ❑ NO11
c. WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3 FT FT. Above Land Surface*
*Top of casing terminated allor below land surface may require
a variance in accordance with 15A NCAC 2C .0118,
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Typo Amount
g. WATER ZONES (depth):
From To From To
From To- From To
From To From To
B. CASING: Thickness/
Depth Diameter Weight Material
From 0 To SOFT Ft, 2 IN SCH40 PVC
From 0 To 46FT Ft, 61N SC1440 PVC
From To 0 Ft.
7. GROUT: Depth Material Method
From 0 To 46FT Ft PORTLAND TRIMI
From To Ft.
From To Ft.
S. SCREEN: Depth Diameter Slot Size Material
From 5OFT To 55FT Ft.2IN in. 010 in. Pvc
From To Ft, in. in.
From To Ft. in. in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 48FT To 55FT Ft.TRIMI #2 SILICA
From To Ft.
From To FL
10. DRILLING LOG
From To Formation Description
0 38FT TAN STLT
38FT 46FT PWR
46FT 55FT ROCK/QUARTS
46FT
11. REMARKS:
2FT BENTONITE SEAL FROM 46FT TO 48FT
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAG 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
2--25-10
S1GNA I URE OF C:I_RTIFIED WELL CONTRACTOR DATE
ROBERT L. MILLER
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 27899-1617 Phone No. [phone] ext 568. Rev. 7/05

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2675
1. WELL CONTRACTOR:
Robert Miller
Well Contractor (Individual) Name
SAEDACCO Inc
Well Contractor Company Name
STREET ADDRESS 9000 MARKSWOOD RD
CHARLOTTE N.C. 28278
City or Town State Zip Code
(_ }- [phone]
Area Code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) CCP-1S
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring I9 MunicipaliPublic ❑
induslrial/Commercial ❑ Agricullurat ❑ Recovery[] Injection ❑
Irrigation❑ Other ❑ (list use)
DATE.DRILLED 2-22-10
TIME COMPLETED 4 : 00 AM ❑ PM PQ
3. WELL LOCATION:
CITY: CLTFHSTDE COUNTY RUTHERFORD
DUKE POWER ROAD
(Street Name, Numbers. Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC I LAND SETTING:
DSlope ❑Valley MFlat I0Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal tortnat
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS tops map and
attached to this form if not using GPS)
4. FACILITY. Is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY DUKE POWER--CLIFFSIDE PLANT
STREET ADDRESS DUKE POWER ROAD
CLTFFSTDE N,C.
City or Town State Zip Code
CONTACT PERSON CAMP DRESSER & McKee
MAILING ADDRESS 5400 GLENWOOD AVE.
RALEIGH NC. 27612
City or Town State Zip Code
( 919 )-787-5620
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 40FT
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NOE]
c. WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
d: TOP OF CASING IS 3FT FT. Above Land Surface
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C A118.
e, YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING:
Thickness/
Depth
Diameter
Weight
Material
From 0
To 3oFT
Ft. 2 IN
SCH40
PVC
From
To
Ft.
From
To 0
Ft.
7. GROUT:
Depth
Material
Method
From 0
T026FT
Ft. PORTLAND
TRIMI
From
To
Ft.
From
Tc
Ft.
8. SCREEN:
Depth
Diameter
Slot Size
Material
From 3OFT
T040YT
Ft,2IN in.
010 In.
PVC
From
To
Ft. in,
in.
From
To
Ft. in,
in.
9. SANDIGRAVEL PACK:
Depth
Size Material
From 28FT To 40FT
Ft. TRIMI #2 SILICA
From To
Ft.
From -To
Ft.
10. DRILLING LOG
From To
Formation Description
0 35FT
TAN SILT
35FT 40FT
PWR
40FT
11. REMARKS:
2FT BENTONTTE SEAL FROM 26FT TO 28FT
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.
� ��. , 2--25-10
SIGNAruRE OF C:ERT1FIED WELLCONTRACTOR DATE
ROBERT L, MILLER
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] ext568. Rev. 7105

NON RESyIDENTML WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2675
1. WELL CONTRACTOR:
Robert Miller
Well Contractor (Individual) Name
SAEDACCO Inc
Well Contractor Company Name
STREET ADDRESS 9000 MARKSWOOD RD
CHARLOTTE N.C. 28278
City or Town State Zip Code
U- [phone]
Area code- Phone number
2, WELL INFORMATION:
SITE WELL ID *(if applicable) CCP-2D
STATE WELL PERMIT#(ifapplicable)
DWQ or OTHER PERMIT *(if applicable)
WELL USE (Check Applicable Box) Monitoring 0 MunicipallPublle ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 2-24-10
TIME COMPLETED 1: 30 AM m PM E
3. WELL LOCATION:
CITY: CLIFFSIDE COUNTY RUTHERFORD
DUKE POWER ROAD
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope MValley XI Flat 0Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degTees,
minutes, seconds or
LONGITUDE in a decimal tbnnat
Latitude/longitude source: m GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GAS)
4. FACILITY- is the name ar the business where thewell is located.
FACILITY ID #(if applicable)
NAME OF FACILITY DUKE gOkJER-r.LfFFSfDE PLANT
STREET ADDRESS DUKE POWER ROAD
CLIFFSIDE N.C.
City or Town State Zip Code
CONTACT PERSON CAMP DRESSER & McKee
MAILING ADDRESS 5400 GLENWOOD AVE.
RALEIGH NC. 27612
City or Town State Zip Code
919-787-5620
Area code - Phone number
8. WELL DETAILS-
a. TOTAL DEPTH: 70FT
b. DOES WELL REPLACE EXISTING WELL? YES Q NOZ)
c. WATER LEVEL Below Top of Casing: FT.
(Use "+' if Above Top of Casing)
d: TOP OF CASING IS 3FT 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): METHOD OF TEST
C DISINFECTION. Type Amount
g. WATER ZONES (depth):
From To From To
From To From To
From Tc From To
B. CASING: thickness!
Depth Diameter Weight Material
From 0 To 65FT Ft, 2 IN SC1140 PVC
From 0 To 53FT Ft. GIN SCH40 PVC
From To 0 Ft.
7. GROUT: Depth Material Method
From 0 T061FT Ft PORTLAND TRIMI
From To FL�
From To Ft,
8. SCREEN: Depth Diameter Slot Size Material
From 65FT TO-70FT Ft,2IN in. o10 in, PVC
From To Ft. in. in.
From To FL in. in,
9. SANDIGRAVEL PACK:
Depth Size Material
From 63FT To 70FT Ft. TRIMI #2 SILICA
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0 2OFT TAN SILT
20FT 5GFT PWR
SOFT 70FT ROCK
SOFT
11. REMARKS:
2FT BENTONITE SEAL FROM 61FT TO 63FT
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAG 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF TH#S
RECORD HAS BEEN PROVIDED TO THE WELL OWNER_
2-25-10
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
ROBERT L. MILLER
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 Mali Service Center —Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7105

NON ON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment rand. Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2675
1. WELL CONTRACTOR:
Robert Miller
Well Contractor (Individual) Name
SAEDACCO Inc
Well Contractor Company Name
STREET ADDRESS 9000 MARKSWOOD RD
CHARLOTTE N.C. 28278
City or Town State Zip Code
- [phone]
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) CCB-20
STATE WELL PERMIT#(ifapplicable)
DWO or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 2-22-10
TIME COMPLETED 10:30 AM M PM ❑
3. WELL LOCATION:
CITY: CLIFFSIDE COUNTY RUTHERFORD
DUKE POWER ROAD
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC I LAND SETTING:
❑Slope ❑Valley mFiat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes. seconds or
LONGITUDE in a decimal format
Latitudellongitudesource: ❑GPS ❑Topographicmap
(location of well must be shown on a USGS topo map and
attached to this form rf not using GPS)
4. FACILITY• is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY DUKE POWER-CLIFFSIDE PLANT
STREET ADDRESS DUKE POWER ROAD
CLIFFSIDE N.C.
City or Town State Zip Code
CONTACT PERSON CAMP DRESSER & McKee
MAILING ADDRESS 5400 GLENWOOD AVE.
RALEIGH NC. 27612
City or Town State Zip Code
( 919____)- 787-5620
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 42FT
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO10
c. WATER LEVEL Below Top of Casing: FT,
(Use'W' if Above Top of Casing)
d. TOP OF CASING IS 3 FT 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 (gprn): METHOD OF TEST
f. .DISINFECTION: Type Amount
g. WATER ZONES (depth):
From To From To
From To From To
From Tc From To
6. CASING:
Thickness/
Depth
Diameter
Weight
Material
From 0
To 32FT
Ft, 2 IN
SCH40
PVC
From
To
Ft.
From
To 0
Ft.
7. GROUT:
Depth
Material
Method
From 0
T028FT
Ft. PORTLAND
TRIMI
From
To
Ft.
From
To
Ft.
B. SCREEN:
Depth
Diameter
Slot Size
Material
From32FT
T042FT
Ft. 2IN in,
.o10 in.
Pvc
From
To
Ft. in.
in,
From
To
Ft. in,
tn.
S. SANDIGRAVEL PACK:
Depth
Size
Material
From 30FT
To 42FT
Ft TRIMI
#2 SILICA
From
To
Ft.
From
To
Ft.
10. DRILLING LOG
From To Formation Description
0 20FT TAN SILT
20FT 42FT PWR
42FT
11. REMARKS:
2FT BENTONITE SEAL FROM 28FT TO 30FT
I DO HEREBY CERTIFY THATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
16A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
2-25-10
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
ROBERT L. MILLER
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-lb
1817 Matt Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7105

NONRESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources• Division of Water Quality
WELL CONTRACTOR CERTIFICATION #_ ' S
1. WELL CONTRACTOR:
miu.er
Well Contractor (individual) Name
Well Contractor Company Name STREET ADDRESS � IVO'rT,,db(A1&b DR.
f MtiLL sG
City or Town State Zip Code
4,h3 - 541- �,l $O .
Area code- Phone number
2. WELL INFORMATION:
8ME WELL ID #(If applicablej_ _ `! IT
STATE WELL PERMIT#(If applicable)
DWt3 or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring "unicipal/Public
Industrial/Commercial p Agricultural ❑ Recovery p inl%Ucn ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED
TIME COMPLETED AM ❑ PM C]
3. WELL LOCAT[O�t :
CITY: , Pril pC��OUNTY
ram. ou?,e a 1w ,
(Street Name, Numbers, Community, Subdivislan, Lot No., Parcel, Zip Code)
TOPOGRAPHIC l LAND SETTING:
Wope ❑ Valley ❑ F[at ❑ Rldge Q Other
(check appropriate box)
LATITUDE 3 May be in degrees,
- minutes, seconds or
LONGITUDE ` _ in a declrmi format
Latitudellongitude source: ❑GYPS ❑Topographic map
(location of waf must be shown on a USGS topo map and
attached to this horin 1 not using GPS)
4, FACILITY -is on name or the business where the well Is located -
FACILITY ID #(If applicable)
NAME OF FACILITY Z)L �'NeI Y rQ4
STREET ADDRESS N Irk �i
(Ly ier%41�>✓
City or Town state Zip Code
CONTACT PERSO]hf!�dp hI' &j:&
�iLING ADDRESS Lem i0606 Ave.
City or State Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: s
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_ 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) METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
From To
From To
From To
From, To
From— To
From To '
E. CASING:
Thickness/
Depth. „
From 02 Tq
Diameter 11 ht , serial
Ft. SC 'f(� C
From To_
_ :.:PV
Ft.
From Ta
Ft.
7. GROUT: Depth
Material Method
From To.
Ft. ®f'lLIAO-
From _ To
Ft- .
Frain To
8. SCREEN: Deplh
Diameter Slot size Material
FramTo
FL� in.
From To
Ft.. in. Inn-
From To
Ft in, trt..
S. SAND/GRAVEL PACK:
t
» Qepth 9 �
Fran��To_�Ft�µ
'1.r64s, 4�J)
Fran Tom_
Ft '---�*•
Fran To .
Ft.
10, DRILLING LOG
111REMA KS:
'�erifOAJ I
100 NEREPY CERt" THATTHO WELL WAS CCW3T tUCTED N ACCORDANCE Wmi
1611 k E COHSTRUCTIt)k ySTAkDArtEr6, AND THAT A COPY GF irns
RECO�B PR IOE11TOTHEWELL6U�NER
d1
SIGNATURE OF CERTIFIED YY!! .CONTRACTOR - DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL .
Submit the original to the Division of Water Quality within 30 clays. Attn: informittlon
1617 Mail gervlce Center— Raleigh, N.0 27699-1617 Phone No. [phone] ext K'8`. •3-Farm GW-1b
- Rev. 7/05

NONRESIDE'NTUL WELL CONSTRUCTION RECORD .
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3 9 7
1. WE CONT CTOR:
Well Contractor (In lvldual) Name
Well Contractor Company Name
• STREET ADDRESS 0
For
t i"i; II S(, dq70j-
City or Town State Zip Code
5��.---
Ares code- Phone number
2. WELL INFORMATION: a� l
SITE WELL ID #of applicable) + f
STATE WELL PERMI T#Vt applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ MunicipallPublic O
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ injection ❑
Irrigation[] Other ❑ (list use)
DATE DRILLED
TIME COMPLETED , O AM ❑
3. WELL LOCATION:
PM V
CITY: 1 COUNTY
Cl o wt r JU
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Cade)
TOPOGRA IC I LAND SETTING:
❑ S[ope aiiey ❑ Flat ❑ Ridge Q Other
(check appropriate box)
May be in degrees,
LATITUDE �_ minutes, seconds or
LONGTTUD£ in a decimal format
Latitude/longitude source:' ❑ GPS ❑ Topographic map
(IbcatiorE of wed must be shown on a USGS topo map and
attached to this form if not using ORS)
4. FACILITY- is the name of the business whose the well In located. .
FACILITY ID #(If applica le)
NAME OF FACILITY Cd E iI/VQIr a`
STREET � ESS Y1 O r
- - —
City or Town' State Zlp! Code
CONTACT PERSON r m see
MAI G NIRESS nQ Je
kk MCI7
City or T n State Zip Code
(,. �7QT—,�6,20
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH:
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO E//
c. WATER LEVEL Below Top of Casing: FT.
(Use'+' if Above Top of Casing)
d. TOP OF CASING IS 0 FT. Above Land Surface"
'Top of casing terminated at/or below land surface may require
a variance In accordance with 15A NCAC 2C .01 I a.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type
Amount
g. WATER ZONES (depth):
From_ To 1" d From
To
From To From
To
From To From
To
6. CASING:
Thickness!
Depth Diameter
Wei t i I
From To Ft.tZ
t`%
From To Ft.
From Ta Ft.
7. GROUT: Depth al
Method
�pMat
-_I /�
From—� To 6' Ft. ,Or �"' r�r
From To Ft.
Fran Ta FL
8. SCREEN: Depth Diameter
Slot Size
From of Tq,4141 Ft. -2 h.
nMaterial
/0 in. 1 �
From Ta Ft. in.
In.
From To Ft. in,
Im
8. SANDIGRAVEL PACK:
Depth u Size
-- To- 6-f ��
Material
se—M
From Ft._
From To Ft.
From To Ft.
10. DRILLING LOG
From To
11. REMARKS:
Formation Des ription
. s ; �fi
w et.
I DO HEREBY cFA-nFYTHATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WRH
15A NCAC 2C 67RUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD N DEDTOTHE WELL OWNER.
SIGNATURE OF
CERTtFIED,(WELL CONTRACTOR DATE
4,01 C)i c� _ O t1f��✓1 __
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-lb
1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 668. Rev. 7/05

WELL CONSTRucriON RECORD
Thy farili rain be wxd far RMki yr millh I;ri: m:115
1. Wei I Cuiptmtur 10orrmiati+rn;
ltiar rMCTnlil Use [N.1.V-
Rich Lemire
► gilfnR �u:lnNarlw
2593A
1J[' Well Comr.Inor Cori fiml ion. Nqu be r
SAEDACCO Inc _
iAmlpwi N3oke
?. W411"43lrtlmgl rKtjplm Ptrrinit 4Y; CCPMW-4
Ij;ruflcgly.l -Limn wrIfpi rmi.-i IL I CfiImrx SLdr. lfarjunce Inoci'ora.-h-.J
3. W141 hale tcbaelL A e1i a sc);
L1Agrr'cadttlrkl
LICletifti-ml Off iigg'Caaling 5L1pp13t
I Iindusllial/Conuilercial
❑ 1manimolm
Nirm-waler Smpp1}'werl:
WM1mulorimlG
ElAglrifcr Keclwrgc
AAquifer 5"u aid Rc awan-
❑Aglirgr T4M
❑1!WcEr mrrlfRl TrscllrloL. n
❑CanllterMid i 1LnrLt Luopl
❑GM1621111al i llerJlrfmWC,acrliut
i rAr)" I TTm 4 6rtir HlFralti 1
it, fc
IS, OurEit C413FMG On. mmi-mm na fl i}Fk L7HRR � if Gc�hlel
FROM
TTi k minim FR 17riN Fs' I VATFRTAI
r 0 ilL 50' it. 1 2" Jrr I SCH40 I PVC
❑Mmairipctl(Public. 150' H, 65' f1, 2" iff.010 SCH40 PVC
IJR.-SiLM1111ll vrawi Sllppl3 fmPic.Ier ftfl. 111,
QRcsilentmiWawSapptvt0owdl -?{
�FI
IFI
U
QCTwTWi4-rice Rive edimion
1_I s7liikn5 9arricr
❑yigrmnsircr r}rryki;qpg
094jb idiCucc C'GV ll
❑7butr
00IMF I! LAUJAN11 UIWL*r ii2 I I
.11alte R'r1[rsk fly4lklklPrm'41: 10-26-20151%'ciI jDo CCPMW-4
DUKE ENERGY CAROLINAS, LLC CLIFFSIDE
, I . ,. li'; riFj"14411+IC6
573 DUKE POWER RD, MOORESBORO, NC, 28114
Phcci+al Addicaa. Ci .►..md 2m
RUTHERFORD
n. 40' n, PORTLAND TREMMIE
(4 rC
FPi)31 j Tr] Nwmew. I k.v1'JACFA1F-4T54bTl11131
46' it. 65' rl, SAND #2
0 ft.
10'
fi,
RED CLAY/SILT
10' ft
19'
f[,
SAPROLITE
19' fx,
20.5
MK
PWR
20.5 ft.
fc
ROCK
Ti.
IL
I I • �
II.,
1
'_ I. RCIli.4ielL�r
BENTONITE FROM 40'TO 46'.
tbllw} lfrrrCliLiciufFlC.iLIL514l1n MN
;h. l.anip4lie rllul 1.onRltmlt' i41 ih�pr�'carlmina4nxJ�L'cn4lds or decllrrrl dky,IxJe�C
33. i=e1YiFleafilla:
rlll,cly 1-41,1 nla Llirlrn,� Ix zI111'u:l_sul
35.207899 81.762824
d�
10/26/2015
5ipwlaenfccnr -;4'1! colonrtmr L'..:
{1. 61111W) lbe Arll3&J; Vcwlttni!Bl ur ,J3 emlr4n1Fy
HT nh,INIP 0MIZ jff4lfr• 1 b WM' e'lrNfy dial dJr IVrBa5'i WEI! 4kft sy CYLIU,Arated iq �x',e'Wmf.*
a-00+itNCAC'02 .0ifRE'J5AWACfl:C,rmIVOlNeY�fmrrfrwfiotPagAiTF4k(widrAwic
7. Is thin a repair 1w an rxivhug Wdk ❑Yes or 19 No
r-f'1 vFdk wad A,ra be,v mknwW rv+,il'u II1'09 mplff'r.
ffAWh JF 1? mrmllt-M,mr kN,Ilw 0104 I'S711001 01' +I,flNrr IIf rJlr
rruair u.L:+ All 9d ,MdArk .V Ma feirmi.
23. Silr d illu;i muk or Ad dttim mAl w1:fl dClaiify'-
VLmi rtukj' iLw- ill, bai: y of ibis ImV i0 pk%% ick a6dilioiiJ ,r,vll Silo t AIS OF W l I
'. pfdi 4lf WCIl4 �Y1k�!l7NtSC' : 1
C011SIn1CUUfk Liel:nl6. YOLI III:]% a1M) MML:lh ZJd11AM IJI IklWS It IVLXS}Lin .
Vr,r iminliih,rfJe,^T Nrw Hm'I-uwwr laaljg4' "-?kr ONLF 41oOi rile m mev4NrJ=rvf11Nr 5'Jf,1 ,.,ro
-,a&Wromefflrrrl.
SL!1IRlVIIAL INS7'1JCTIONS
0,7'oiia beW w 1m114ASUrfja- 65' (b,1
2aa. Prir Akk WclLm: 5ubuui diu Frinn withm 311 da3�s of aampledi3a al vrrLi
'w`rdjdrpllk
forllrJlAfyrl'
caurntainn to ibc riAwinrr
1+0. Stmtlle wrtrr lr►eI Ueluti4 lujl lrf cak t1u _47 ' [r1.1
Wvisfaa Iif WA(rr lkrmLlorcrS, tw6prmalluu Frrlcrsring L nkl,
,V ll4YVOr � kd a„Iirr1LT .os,.,; N,r ' .
1617 hiblC Srrvire feeler, RalEi%h, Mt 27fr99-1617
11. 11111-thirk ili5Inme11S^. 4" Oki
244. Eer blk;tl nn VF'1eI1KVF'eIN QYLI :L : In d lMan Ie midiiq like rml Io 111r ;IddnrA in
dia�jbove. also 6.ubw4i b wpv L)f rill, fr54m Witllllt kLI do's of %0njt}lvtF0il of wtII
12. Well 4rrRfrimlimal lroMhad: AIR
Cwislm:Lr016 Ire the foucilw
4 I.C. airgm rT]1JI14', cahle, d1T[Ci TuclC vK.r
11'h'Ifllrr4t rldV4'sler Reanurcca, Underarnund LrkJreliirrl €'onfrrrl Prup,k'aukk,
FOR WATER SUPPLY WELLS ONLY.
M(P Mail Seffiix Ceoler. Ridifth, N-C 27rSY4-lfi]ir
ILL VW41 Inmmr 19c111ai1 of trsf'
1 4- For wi4m- 54ERPi 4k [PA-%kiiii W015.
Also snbn,it imipe %!%q - all lids loin] m1ril,kl Sty daY50fC0II' 4elion Llf
1.3h, bisiarixQaa 1 yie: Amilunk
rrctl cnna11ur1idn ra thr counts Ilealllll i1cpsnine ml or LkLr cplirmy 1rlcm
-
conwmlcled
rnrin CM -I vpnn La MA1111 Lq: arijwjii or fen II miliCla silo \11RILMI ji: 6mwrcts - Di31` im 4F1'W.acr Rmulrct-- fUi LSA AL@95t , I"

WELL CONSTRucriON RECORD
Thy fanrl min be wxd far RMki yr millhljiae m:115
1. Wei I Cuutmlrur 10ornrali+rn;
ltiar Fw-rHl1 Use [N. l.V-
Rich Lemire
►4'cil filRw.-kL:ln Narlw
2593A
MC Well ComrinorCerifimllan. rxiLubcr
SAEDACCO Inc _
iAmlpwi N3oke
?. W411"43nii4r Ktmn Psrmjt i1i; CCPMW-5
7iFruf�.ggJZ'rli�Jr wrlf;l, rmi.-i IL Cfilmrx SLdr. Varjunce frrJeL�'fra.o.i
3. 'iGQI i!ale tcbaelL A ell n sc);
L1Agrr'ca llurtl ❑M1laliripcil(Public
LIClemilcirml Off ifgg'Caaling 5L1pp13t rJR4 siikmimil it am Supplj fsJme.lel
I IinduslriaUCanurlercial QRcsi lentml Waw Sappty t0owdi
01mg3igall
Nirm-waler Srppl)'Wcll:
W klmiiloldikq ❑Rcr�plpm
ElAglrifer KecllmW
A Aquifer 5lpT u mW R c awan-
❑Agvirer T4M
❑1!WcEr mrnffll TwhplptL3n
❑Canlliermil iC1LTsrLt Luopl
❑C',rodicntial illealrfuWClaclliut''.III'I„
❑SI-Iirrm 9arricr
❑yigrmnsircr [k.-j aqp*
094jb idl:ll[£ �'GV 31I
❑7butr
00IMF a LAUJAlll uaider ii2 I I
.11alte R'r1[rst flianlllrri J: 10-23-20151L'ciI ]Diu CCPMW-5
DUKE ENERGY CAROLINAS, LLC
rT. T FFC T nR
I . li' f riFj"lj.=nl+le6
573 DUKE POWER RD, MOORESBORO, NC, 28114
Phcci+al Addicaa. Ci.►..md 2m
RUTHERFORD
i rAr)" I TTI J DEHUHlFralti 1
j (t, rt,
it, fG
ti, {iUrEii CakSiNil ifxr luuhli relwl nefhr OR L7HRR if annGc�hlel
r 0 ilL I 62.5 ft. 1 2" lrr. I SCH40 I PVC
162.5H- 72.5 M 2" iR .010 SCH40 PVC
79, ORO[fT
FKMI 11 lea j Aiti.'eSt W. I EMPLSCS:MK4TA1E711[rD & AM0trKr
0 n. 55' n, PORTLAND TREMMIE
fit+Fi-
rPe}1f T13 NwmeLl1. I k.v1'JACF.'41r'1TSikT11117i
59, ft. 72.5 n, SAND #2
fir. fm,
0 ft.
10'
fi,
RED CLAY/SILT
10' ft
23'
FL
SAPROLITE
23' fx,
28'
il,
PWR
28' rt.
irc
ROCK
rl.
rr.
1.
FL
I I • �
II.,
1
'_ I. RCI1i.4ielL�r
BENTONITE FROM 55'TO59'.
tbllw} l�reeca ieiciu9Fltiuol� Nn MN
;h. l.alfipaaie rllul 1.onRltmll' ial mh7gr,4'ca4lminaanxJ�ecnnds or decllrrrll dkyaxJe�:
33. i=e1YiFleafiila:
rlil,cly r4l,l nla Llirlrn� Ix zlJl'u:4_sul
35.207899 81.762824
d�
10/23/2015
5ip�lurenr{cn4 1! comnc'mr
{r. 61111W) lbe Arll3al; 7i tP Mgni!Bl ur ,J3 emPf F11Fy
HT nh,lrrIP 0MIZ jff4lfr• f WWM' e'lrNfy dial d,r IVEBINO WEI! 4k,t y CYLIU,Arated iq �x',eWmf.*
11-00uiNCAC'02r;.Offr9EwJ5AWACfl:C,rIVOlNeY6mrrfrxrpeotSfagAwk(wildrAwic
7. Is thin a repair 1w an rxivhug Wdk ❑Yes or 19No
rm'1 vFdk wad A,r; briv mknwW N++il'r' 111'09 mplrf'r.
ffAWh JI: Ir Irmlit-M,mr kN,Ilw 0104 I'S711001 01, PlelNfr IIf rJlr
rruair u.I" All 64e ,MdArk .V Ma feirmi.
23. Site d'Luu-rmuk or Ad dttim mAl wLgl dosify'-
VLmi trLl}' iLw- ill, bai:6 -uf ibis ImV i0 pk%%ick aaldiiioiiJ eTarll silo i AIS OF walI
'. pfdi Uf 1YCIL4 �Yllta!l7NtSC' : 1
L0l1SI3M;LtU11 Liel:nl6. YOLI 110% a1M) MML:lh ZJd11AM IJ1 IklWS It IVLXS}Lin .
Vr,r Ir inlii c ,rfJe,^T Nr w xrM1-uwwr lialjg4' "-?kr ONLF 414Oi rile Tmme vow aenrrfhN? 5' o ,.rro
-,a&WrPmefflrm.
SUBMI-f7'AL INS7'UCTION5
0.7oiirtl e: fildrpllm beWw lij*ASUrfj 72.5 (fl.1
2aa. Prir Akk WcILm: 5ubuui diu trinn wh311 iim da3�s of aampleUloo al sra<Li
'w`�
foFY�%fyrr 11l' H'414 ftaf irfi fl"wTh, it d0f0rew acalfNljtfr- 73ir'2W „ud 2Rr PW)
caurnt inn [a ibc riAwi ng
1+u. Stulie wrtrr Ir►ol bclu% luj ofcamlor, .59 ' [lj,I
Mvisfao lif Wgfrr lkrmLlom% tw6prmalluu Frrlct%AnR Lnil,
,V ll4YVOr kkd a„I WLT .041.,; r,.r ' .
1617 MI&B Srrvire fee ler, Ra1FeRh,'lC 27fi79-1617
11. 11e11-thitk ili5imellS^. 4" Oki
244. Eer fukcllnla VF'el1KVF'eIN QYLI : In aMition Ie midang lire rml Io 11w MdnrA in
dia�jbrn•e. also 6.ubw4l b wpv Of tJll, fDMI Wi6lifi JLP dL's of %01)It}1VtF041, Of Hkll
12. Well 41tRfrimlimal lroMhad: AIR
Cwislm :Lr016 Ire the foufm
e I.C. alrgm rT]- Fv. cahle, d1Tto 14jFIe. cte.r
11'Millrrat rldV4'ster Reanurcca, Underarnund LrmJreliirlm €'onftrtl Plup,mammm,
FOR WATER SUPPLY WELLS ONLY.
M(P Mail Seffice Ceoler. Ridifth, Y{' 27fiY4-lfi]ir
ILL Yzdal 1},gtltmt 1'ictllael of trsf'
1 4- For wi4m- 54EPPi 4k [PA-%ioo W015.
Also snbn,ir Omme %!%q - alf lids loin] m 1111eml Sty daY5 0f C011' 4elion Llf
Llti, bisiar4xQaa hpr: Aanlunk
rrctl cGrmriirlidn ra thr counts Ileailil 4jCpA11IT3en1 or Lllc cplirmy 1r11 m
-
conmTncled
r l In CXW-I wFnn Lamluul Lq: anilrJri or fen II miliCHl silo \I;ILILMI ji: 6m lrcts - Di37.IauiF1'W.acr RmuLrces fUi LSA AL@95t D, I"

WELL CONSTRucriON RECORD
Thy fanrl rain be wxd far RUk; ,IT pnl,h I;II, m:115
1. Wei I Cuiptr4 tur 10ornrati+rn,
Rich Lemire
► gilfnRw.-kL:lnNAFM
2593A
NC' Well Comi:mkir Cert iile_il ran. rxlurbe r
SAEDACCO Inc
iAmlpwi N3mbe
'2. Wrti 1"4iFpRtr Ktjprl Psrmlt 4Y, CCPMW-6D
liFr4dl+ggJZ'r,li�Jr wrlfpi ram-I'LI L'nlmrx SLdr. lrarjunce Inoci'fnvb-.1
3, W141 i'ye tChMiL A Vil a sc');
L1AIzrT'calllur,J ❑MllakiripcLl(Pubhu
LICleti t:im l Ofuniji,g,Couling 51tpplst rJR4�sidcnmil ii am Supplj fsJme.lel
I IinduslriaUCanuriercial QRcsi lentml Waw Sappty t0owdi
0 Impigall
Nirm-waler Ski ppl)' well:
WMaikiloldikq ❑Rcr�plpm
El Aglrifer Kecl mW
AAgkrifer 5lp u and Rccmmn-
❑Ag4ireF Tw
111!Wc[jmrnlfll TwllnpLan
❑C"31herMil i IusrLt LuoPI
❑C',rodtcnlial ill4:alPfiWC'iaclliuL
QC',ro TWi4-rice Rivu edimioem
❑$pliikm 13arricr
❑ylgrm"Fircr D3,ryio.;qpg
051tbfii0C4k;C �'GV 3TI
❑7butr
❑OIILU I!LAUittlkl ualdrr N2I I
llalte }}'r1[rsr, flianlliprrll: 10-26-20151L'CiI jjyp CCPMW-6D
DUKE ENERGY CAROLINAS, LLC
CLIFFSIDE
573 DUKE POWER RD, MOORESBORO, NC, 28114
Phcci+al Addicaa. Ci .►..Tnd 2m
RUTHERFORD
CMW1
l�reeca ldciu9FltiuLsl4 Nn fPN
;h. l.alii1VAAP rural Imimltnllr iak or kellrMl degTWS}
+Ifl uli f4'61 nla LIi+Inllg 1%NIJi'u:k'sul
35.207899
N 81.762824
{i. L lura`1 the xell3sl; V[^Mgne111 ur J3empf nlry
W
7.Isthinarepair ivanrxivbugTYrJh ❑Vrs or UNo
tfAWh JI: Ir 1rmlor• fUN, q4r kN,I"u IL4flrY+WfrYfrfl'rI ArjJrN4rll4rh 0104I'S7,100, 01' Plele rI, IIf rJlr
rruafr [AraLN All FIWOI l-S. t eJian e,r &1 9d A rk .V Ma jelMl.
lk. Mnpr41e7 of i~'ell� TYrr�ll7lf.'if:�: 1
Vr,r iminplc ,rele,^Tl,ar w xrMl-uwwr lav,ph' "-fbr ONLF 414Oi rile sm a vow a=wfhN? wo ,..IN
",u&Wrtreeef rpm.
0, TMa 'w`rd] drlR pllk bell iM,,d Urfa - 60' (fi.j
hi r llFY� pip H-4 4 i`faf irff fl"p1f1, 7*2W Mud 2@'Aw )
10.9t3ttle wrtrr is►eI UCIuK I1ijl lrfl'aI liu _43'
fJ lFvrrrr k4d b AWLT LOW', N,1' +
11. �nreJsirk ili�lmellr 5 5" Oki
1;3r Fw-rmlf Use I N.1.V-
ii WA1= ZQNXS1
FPphT TT7 6�*jr'HlFrl�3ti
fit, fi,
it, fc
ti, OurEi{ C&Si ya filrc luuml -mml 1+ell L}Fl LTHRR 4 if Rcahki
FROM To PwhrF-rFR TIr1L"KwFLS4 VATFRTAi
! 0 ilL 50' it. 2" Jrr I SCH40 PVC
FOOM TO Dl&%IETFR TLITCKNE£S MATErLML
0_ ft. 47' fl 6" SCH40 PVC
r1 (k, — kL —
1?"9li>'�tTli
VF1101 71) 1 P[A7rlrrM I AVITK17i' I TIi1MM' ' NATNWmi,
-90' R, 60' f1, 2" iR .010 SCH40 PVC
fi fl. iti'
79, GROUT
FKWI 111 1 ATERM. EMPLSCS:MK4TA1E711CID A ANOLrf11T
0 n. 46, n, PORTLAND TREMMIE
Fi-
Ii. �ANJAWR- ,►'PL PA -5f kll151dflcl
1Vmq).1 Tr3 Nsignw. Iriiia'a.54 4Tr'IT 54tTl11111
48' ft. 600. SAND #2
fir. f1,
M DRILdI G LOG i alfxeh addliiaanl s R I
FROM VP nF.SF'RrPTiU Ir*IYF,L� lnn+,,�4rvCk7ti 6cn Cot.
0 ft. 10' fi, RED CLAY/SILT
10' f{L 33' FL SAPROLITE
33' fl, 43' ft, PWR
43.5 ft. tc. ROCK
M FL.
(L R+
(I. li+
14 RCIli.4ielL�r
BENTONITE FROM 46'TO 48'.
IZ �CrIiFlCafilrn:
10/26/2015
5iparwrnl'Ccni i1e'eflComaDrfmr t'..r
HT nh,INIP llhr fff4lfr• f WWM' e'rrhft AW d+r IV[Ba5'f WEI! a k,rMy e41N5,rrannlora iq .'xYl WME*
II'IffF f'b{ f�C�iC ry�.a7Llfrrr C4' i'�.5'r"{� �r4'�G'1L� f1: G,J+1{y918'f� �f+JrrfrNf fliUt �'h3NAiTr4iJi RrIIl� riw'l 1I
rm'7 vffhisrrr+rnlfJ,:; NRJ�J �6/L.ryrFlyra++,f�' 111-�f f71RIN'F
23. Skr d itltirmuk or Ad dttim mAl well do iiif5'"
VLmi rtukj' 3k5J' ill, bat: y {3f khls lmgN i0 pk%% nse :wMi63ii l gyJA site ddAls or Wtl I
C011SI3111CLtulk Liel iila. YOLI 110% also MINL 1 ZJd114u1 u1 IMWS 1t IVLXSsun .
SUBMll-fTAL INS7'UCTfONS
24a. Prir Akk WcILm 5ubuui diu Frinn w1Lhm N da3's of aampledoo al 1hrLi
rxil> mains to rlLe roIC431tiintr
Wvisfua I4fV4'airrlkrmuorcr5, lBfrrrmallun EpRie`rsAng Lnkl,
1617 f 5ervinz {haler, Rulr�h, NL 27fr94J-161 fy
24-4. Eor fukcllnn VF'eCiKVF'etN QYLI : in addition to setidalkg lire rml Io 11w ;IddnrA in
2-sH �ibove. also 6.ubw4i a wpv of tlil, fDMI Wj6111L kLl I LWN of %01)lj}1VtF041, Of WtII
12. Well 4rrRfinwTimal lromhad: AIR tim1513UL: 16 Itr the foLlfmbJy
4 i.e. alrgm r9wFv. cahlc, direct AIL cre.r
Ii'h-Isirrat iIdV4'sler Reanurcca, Undlsrar,Tund LnJrelilrR €'OnfrTrl Program,
FOR WATER SUPPLY WELLS ONLY. iQ(P Mall Semi4x Celrler. Ridifth, N-C 27fiFx4-1fi]ir
iLL VW411nrmr-Vivala4l oftrsf' 14— For Wam-51kRPi 4k [oja'#i4v W015.
Also stlbn,it wile %!%x - alf lids loin] m 11111kl ;9) daYs of col lr Aeq iorl IJF
1-3ta, bisiar4xQua rhpr: " Aanlunk real Van91r11L1idn ja thr r=4untr Ileailil 4lCpAF11T3en1 or LIIr [mini+' 11 KIm
conwlrncled
r ITln CM -I wFnn LaMA1111 Lq: anilriri or fm IIVIUIru1 WO \11Rm23 ji: 6mIIrcts - Dii-r im iF1'W.acr Rmouctm fUi LSA AL@95t fl, I"

WELL CONSTRucriON RECORD
Thy fanrl min be uwd far RUk; ,IT pnl,h I;Ia, m:115
1. Wei I Cuutractur 10ornrati+rn,
Rich Lemire
► gilfnRw.-kL:lnNarm
2593A
NC' Well Comi:mkir Cert iile_ll lan. Nqu be r
SAEDACCO Inc
iAmlpwi N3mbe
?. V4'dI II"apagrpctjrrn Permit CCPMW-6S
liFrufi+ggJZ'rLJr�Jr wi-Hpi rmui IL I L'nlmrx SLdr. lfarjunce Inoci on L'b-.1
3, W141 T'ye tChMIL A Vil a sc');
L1Agwullur,J ❑MllakiripcLl(Pubhu
LICletiftim l Ofuniii,g'Couling &pplst rJR4�sidcnmil ii am Supplj fsJme.lel
I IinduslriaUCanurierciai QRcsi lentml Waw Sappty t0owdi
0 Impigall
Nirm-waler Ski ppl)'well:
WMaikiloldikq ❑Rcr�plpm
ElAglrifer Kectalrge
AAgkrifer 5lpT u and Rm1 mn-
❑Agiirer 7-w
111!WcE[ mtrnlRl TwhpjpLan
❑C"31he'.rmll iCILYkit Luopl
❑C',rodtcntial i 1•`'1rlkWila01iuL .II I'Iii
QC',ro TWi4-ric4 Rivu edimioem
❑$pliikm 9;jrlacr
❑ylgrm"Fircr D3,ryio.;qpg
051tbfii0C4k;C �'GV TI
❑7butr
❑OIILU I! LAU'Itr111 uaedrr N2 I I
llalte }}'r1[rsr, fliatllllPrrel: 10-22-20151L'CiI jjyp CCPMW-6S
IJ_ WON I.IY�jll"Ir:
DUKE ENERGY CAROLINAS, LLC
CLIFFSIDE
573 DUKE POWER RD, MOORESBORO, NC, 28114
Phcci+al Addicaa. Ci .►..Tnd 2m
RUTHERFORD
tMWl
l�reeca ieieiu9Fltiuul� Nn MN
A-sliMAP rnril Imimltmlr iak ih pr,GcaLlminaateaJ3arcnnds or kelFrMl dtry{TWSe
frfl uli 1-4'61 1111k: LIi+Inllg Ix xlJ1'u:r_'sul
35.207899
N 81.762824
{r. L fur 1 the xell3sl; V[w19ne111 ur DittDpf nlry
W
7.Isthinarepair ivanrxivbugWdh ❑Vrs or UNo
tfAWh JI: Ir irmllr•Alif, yJr k N,IIw 0104I'S7,100' 01, 11ifINf I' IIf rJlr
rruafr LrIaLN All FIWOI k4. t eJian rx &1 9d A rk .V Ma jelMl.
lk. Mnpr4te7 of �'ellq �xrr�IrTlceeTil: 1
Vr,r Ire inplc ,rfl"ar w Nrn'I-uwwr JJalpl4' "-far ONLF 414Oi rile mme v4Hrd=wfhNr wo ,..IN
-,u&Wr Peree fflrm.
0, TM<a 'w`ritil drink bekiw iij*AMrrfjW 43.5 (b-I
hi rllFY�% iv H'filr �taf,rff f4p1f1, it+ffJY+F�+IlacalfNllifr 7f•'2W -imd 2@'PW)
1U.9t1ttlewrtrric►elUcluK lujl lrfl',rsiu 32.5
ff IL4Vrr kkd b 40"'LT L L SIN,- N LI' +
11. fin 1-thirk ili*mrjer 8.25"
1;3r relrc1mil Use I N.1.V-
14,WA1>t ZQNX it
FPphT TT7 6�*jr'HlFrl�3ti
fit, fi,
it, fc
tip MrEit C413FMG Oir miahli-mewl whelk 0 OR LTf4RR i if 3prikahki
FROM To PwhrF-rFR I T ncKw s* VATFRTAi
! 0 ilL 33.5 f . 2" Jrs I SCH40 PVC
FOOM TO GTk17FTFR TniCr:NM MATIEWIAL
ft. fl
rt• fi.' WL
1?-yl`�tTa
VF110 1 Ti} I PrAmm Yik I AVITK17i' I TI11i` M' ' NATRWmi,
33.5R- 43.5 R• 2" iR .010 SCH40 PVC
ft. ft. iti.
FKWI lea ALt<' ERM. EMPLSCS:MK4TA1F7TICID A ANOtrf11T
0 RL 28' n, PORTLAND TREMMIE
rC
r1. n,
24. 4NbfGk.ti►'PL p1tC OC {;f rl➢EAtcl
1Vtii111 Tr3 Nwr�.nw. riiil'a.5i '47r''1T 5ia:Tl11111
31' ft. 43.5 0. SAND #2
fir. fi,
M DRILdX G TAG i allxeh addlliaanl sb"4 R I
FROM Tri nF.Sr'RrPTiU Ir*IYF,L� lnn+,,�4rvCk7ti 6cn Cot.
0 ft. 10' fi, RED CLAY/SILT
10' f!L 38' FL SAPROLITE
33' fl, 43.5 ft; PWR
43.5 ft. tc. ROCK
It+ m
(L FL
fi. Ii+
14 RCIR.4iei��r
BENTONITE FROM 28'TO 31'.
33. �rrLiFirarura:
10/22/2015
5iparwrnl'Ccnr i11cIlComaDWr t'..r
HT nh,INIP ifhr fff4lfk f fr WM' e'lrNfy AW IJ+r IV[Ba5'f WEI! 4kft y e41N5,rrinniora iq L %WWm!f.*
I1-0 f nf{ f+ CAC'U2C.0ffx9 Ew +'�,A�r4'� AC fl:G�,rilali71&4 �fmrrfrwMdt SfagAiwk (w& rhalu
r-mi vffhis err rnl fJ,:; briv �6/L.LwW rv+,fl'r' In'09 f7IRIror.
23. Skr ditlu im or Additimul well dClyitS'-
VLmi rruky 1k5J' ill, bai: y of ibis lmgN i) pk%% nse :wMi63ii l grJA site ddAls or Wtl I
C011SI3111CLtulk Ltel Lila. YOLI 110% also MML11 ZJd11JLr1 u1 IMWS It 1Vwms1n .
SUBMll-fTAL INS7 UCTfONS
24a. Prir Akk WcILm 5ubuui diu trinn w1Lhm M da3's of aampledoo al srzLi
rxi11 mains to rlLe rAwing
Wvi%ilia l3fwgfrrlkrmuorcr5, lBrirrmaulull EpRieersAng Lnkl,
1617 MI&B 5ervrre {m-mler, Rulri%h, NL 27fr99-161fy
24-4. Eor fukcllnn VF'eIIKVF'etN QYLI : in addition to setidalkg like rml Io 11w ;IddRrA in
24d�jbove. also Subluil a wpv of tlil, fDMI Wj6111L kLl dLWN of %01)lt}1rtF041, Of WtII
12. Well 4rrRfrinwTimal lromhad: AUGER tim1513UL": 16 Itr the fotlfmbJy
el.e. alrgm rownv, cahlc, diTto ale ere.r
Il'h-Islrrat iIdV4'sler Reanurcca, Underar,Tund LnJreliirR €'OnfrTri Prup,ralli,
FOR WATER SUPPLY WELLS ONLY. iQ(k Mall Semiix Celrler. Ride Gh, N-C 27fiY4-1fi]ir
iJa Yzdd I}�rmr 17clirad of trsf' 1 .` For wi4m- 54ERPL 4k [oja%i4m W015.
Also snbn,it imle %!%q - alf tins loin] m 1111ekl ;9) daYs of callrµlrkiorl of
1-3t1, bisiar4xQua hpr: - Amilunk real cnnalnlrlinn Io thr ❑iPntr Ileailil 4ICpAF1IT3en1 or LIIr [mini+' 1e KIm
Conw1 wed
r ITln CM -I wFnn LaMA1111 Lq: anilrlli or fm IIVIL11ru1 WO \11RIII211i: 6miiircts - Dii-r im iLrW.acr Rmouctm fUi Lsed AL@95t ?1I I"

WELL CONSTRUCTION RECORD
Thh FOFn S-0n be used FK Single 9r m0l iuk wells
1. Wdl Cantractor Informallon:
For flKrntiil 4rsc ONLY':
Will Keyes
W01 Cunilyddw rranw
4220 A
NC Well CnrlrlciorCcrlifbmLionNiollber
SAEDACCO Inc
{'[alkpuiF NanIC
#, Wtil tCUH%tFVCtiOH Pergrit �f
List LrUd7pp6 aWr 16ell pl'rllnrs (1_Y'. Cf1Y/lrV'_ .52dw, Yariurtne, ffWGR rjr.0
ClAlgmultural 0mimicipala"Wic
CGeDlhemtal tHeaulkKocling Apply) OResidenlial WaluSupph, (single)
0I1KfUSllia1fC0l1merc1ial DResidential Waler Supph: (shared)
❑Irri tion
Nom-;' stff SUPf y Well:
phlpnilnr44 ❑RCCCr3 Cr}'
QAgtiiCCr RCCha%g
13Aquifcr Slorage and ReCG%v7
❑AgllifCr T
11Ex#eamCn1R1 TrxhnOLpg}'
❑Geodkernml 1C'losed Loupk
❑Gmdbennal McAlrrrk-lCbol111e RCLum)
❑GroUndvr'AICr RC1k"ialian
❑Sahnity DarrirF
❑540rrm;'atCr E"Lnagc
❑Trdr T
❑0ilker 40Xtllain Doder #21 1
4. D4te WoIt(s) Conkpleled, 7/20/2020 WeIl 1DA+CCPMW-7
5a_ %Wl 1 1.1witinn:
Duke Energy
Fycililr' . I � : r, racilk-1DA! (if 3pplimblel
573 Duke Power Rd , Mooresboro, NC, 28114
Phrsi--d Address_ City- and Zip
C*Vtlay P2KC1 IdCfllff" ivri Na fPl^I}
5b,114litu& grail 1.nngitaliv in degmrdmilkvU*1wci)ntls nr ckcimnl degrocs:
;dKc1I SAI I+Ik: hV1113S IN Milk kn11
542090.63 N 117862.62 }}f
6.Is IAuml Ihrt welUsk 5UPenr anent ur 111'emporary
7. is thin a repair to an existin%weed. --J'Ycs rlr ®Nu
f/fhfs rx ra frl*ur, ffy4,or trel,ww 1-dio,t+ fnnrichu rnlor7,wWai mW expfabi rAe ewnwre of Me
repair under AIf remurl'.s.ree'Jiam mein the ixrl'f of rJdr fool.
S. l�umhcraf wills touslttirctrtd: 1
for lrtkke(le rrtfeertwl of rorxl-warer mph- aeth ONLY mrh My srtreraor sP%wfiou. }%,4 [ei0
salbririme form.
9. TOW rrt11 depth be&m lard surflrtt* 47
formxf1jX4e weth IfsrrrDdrf.0f fjdOfe'rewfle.w wpfe-?@ZM' awd 2@Jfhff)
1 U. Stoic n �jer lei el 15rt1o1i' h} 0f casing; 36.16 lly, I
If wl]Oe.' Irtd es 441O a CUdOW. ux' "+
I I. Borrhiklc diameter: 6.25" iial
12, WCll cantrlrnetioit nlothod; sonic
4i.e. ailptr. misFy, cable_ diem pushcrc.L
FOR WATER SUPPLY WELLS ONLY.
13a, Vidd (qm) Mcillind of jest:
13b. bimni'm6m nper Amount: _
rRQ.M I
7TI
RF:ti{'HCP 11{}
NJ.OUTER CASrNG Far ouW easel ncls
G LIKER {i
Ncabk
FROM
TO Rlb1s1MR
TNICK?rESSI
MATFRTAI•
FL
Fl. io.
16. MIFR CALSI NG Ok 71'RING WU1111CrAYal ek tied
FELON T0� DEiti1ETF.H 71IICKNEF& I MATERIAL
37
47
(1,
2" iR
0.010"
SCH
PVC
R
Ft
ia.
i41. c1�auT
FROM
TO
NIATEMAL
EMPLACENVO 31Enlob d ,,MoEgr
0 (L
32
rL
grout
tremie pumped
4.
R,
ft.
rl.
dicaDkl
29.5+4NhiGk,4�''@LPACIC{eF
rR{731
Ira
m-%,rVkr-%i.
E.MMAr'}'.9h1FATw}'Turin
47
ft,
sand
2a
E50
t,
h,
3n, DR1LL1fYG
l OG fsllacli
additional
itl , if nrcemml
rL Saprolite
FL
rt
rL
Fl,
rr.
rr,
22, Crrrtifiratian:
5 7/20/2020
Sionywkr o rCciii i e; wa co,im ctor dak
$s sigMMY dfrir hlrm, f AeFdn- CeFJi4' rh r the mW4.yo waar fwemi cxmsrrui'red is a xvrdmvcY
1L'Jrh f S4 JVC'AC OyC ,UfM Pr I SA XCAC CUC ,07M W-eff CzmfnKrf t Sfandafda alld rWy it
revYofrAiirem Fdhmd mIwm'irtrvfraribr,Irlf�rwjwn
23, She diaWom or adi Monal wdl dttaits:
You tnay ikse take back of this page to provide additional wdl site debils Or well
WnSLUr ioik delails. You rr13,' also auach addilicmat pages if uecessan .
SURNICIETAL INSTUCITONS
24a. Pqr All Wrilx: Subniii Iles faro) williin xU days of compklioo of well
Con5lnictipn to the folLouing-
Dirixiun of WAter krNriurCes, Informatiou Vroccsuiog Unit,
1617 Mail 9crsire {:enter, Raleigh, XC 27699-1617
tab. For Inimflos Weill ONLY: In addition [o sending the form to e1w address in
24a nbm'e. also submit a cop of this farm within zp days of c6niple[ioik of twll
corISUOULiurk [0 [Ike 15000wirkg:
Dh'ision dWAler RemmreeN.lrpldergmund Injeciioll Control Program,
1636 Mail Srrvirx'Center. RrilelGh, NC 27699-1636
25r, For W4W SR der In"gCriuu V4' ft
Also submit One copy of this furnl Ntiithin 30 days ofcomplelion of
wdl coosinir:tian to ttte cower; health depurait= of the crxuay whom
construCtad
Forlri OW-L Nonh Carol) lea 0.1arifiriu aF Ern JUL114rlu 31d N11011 Rtisoluccs - Dii rs roa of Woor Ravin Rt, Iscd ALIgUSt 2013

WELL CONSTRUCTION RECORD
Thh FarnS-0n ba uscd FK Single 9r m0liuk wells
1. Wdl Cantractor Infurmallon:
For flKrntiil 4rsc ONLY':
Will Keyes
W01 -Cunilyddw rranw
4220 A
NC Well Cnrlr,IciorCcrlifbmLionNlollber
SAEDACCO Inc
{'(UikpuiF NanIC
2, Wtil CUH%tFVCtiOH Pergrit ff
List lrUd7pp6 aWr 16ellpl'rllnrs (1_'. Cfwjlfy-.52dw, Yariurtne, ffWGR rjr.0
3, Wv1l Use (check well u ney
ClAIgmulturml 0mimicipala"Wic
CGeDlhemtal tHeaunKocling Apply) OResidenfial WaluSupph' (single)
0IIKf1slfia1fC0mmerc1ial DResidential Waler Supph' (shared)
❑Irri tion
Nom-;' stff SUPf y Well:
phlpnilnr44 ❑RCCCr1 Cr}'
QAglriCCF RCCha%g
13AqllikF Slorage and R=G%v s
❑AgllifCF T
❑ExKdnLCnllll TrxhnOLpg}'
❑Geodlernml 1C'losed LoupI
❑Gmdrenlnal McAlnlnk-lCbol111e RCLum)
❑GFUUndyr'dlcF RC1k"ialian
❑Salinity HarriCF
❑540rrm1'atCr E"Lnagc
❑TFacrr
❑OIILer ilCXDIsIifi DikiC1 "2 t 1
4. D4te WoIt(s) Conrpleled, 7/17/2020 WejjjDv CCP-MW-8
Sa_ %Wl 1 1.1witilnn:
Duke Energy
Fycililr . I � : r, racilk-1DA! (if 3Iplimblel
573 Duke Power Rd , Mooresboro, NC, 28114
Phrsisd Address_ City- and Zip
C4ua7}' P2KC1 IdCsilsf yliun Na fP1^1}
id, l-Wtu& grail 1.nngitaliv in IIC1{I' rdmimr#CS?wC4nIIF. nr ckcimml degrocs:
4dKc115:1L] I+Ik:LW9uI3SINMilk kn11
540608.75 N 1172816.35 }}
6.Is IAuml Ihrt welUsk 5UPennanent ur 111'emporury
7. is thin a repair to an exist n%weed. --J'Ycs Ilr ®Nu
f/fhfs rx ra frl*ur, ffy4,or trel,ww 1-dioxt+ fnnrichu rlrlor7,wWai lmd expfabi rAe ewnwre of Me
repair under AIb remarl•.s.rerJian mein the ixrl•f of rJdr fool.
S. l�umhcraf wills touslttinctrtd: 1
for lrtkke(le Iofeerlwl of rnrxl-warer mph- aeth ONLY mrh My srtreraor sP%wAw. }%,4 cw)
salbririme form.
9. Totid trt11 depth be&m Wid surflltt* 45
Formxfrrpie wrfh IrsrreliA-f.0f fjdOfemfle. mwpfe-?@ZM' awd 2@Jffr}
l U. Stoic n �t er Ie� eI l5rtloli' hr of casing; 36.06 lly, I
If wlelrrfi Irt d es 441O a inaffW. ux' "+
I I. Bonrhinlc diameter: 6.25" ��)
12, WCll toRltlrnCtion moth(+, sonic
4i.e. ail--,'tr. misFy, cable_ diem pushcla.[
FOR WATER SUPPLY WELLS ONLY.
13a, Vidd (qm) Mcillind of jest:
13b. bimni'm6m nper Amount: _
rRQ.M I T4 nF:ti1'ItrPI Ins
t$, fig
ft. fI,
IS. OUTER CASING Far ouW easel ncls G LIKER L kablc
FROM TO Rlb1s1FTFR 7711CK?IESSI HATFIiTAI•
fL fL io.
iC MER LASING Ok 71'RING WU1111CFANAl ektied
FROM T0� DEiti1ETF.H THICKNESS I MATERIAL
7'i.SCFtiyN
rROM TD rirAwurnt Si.crrs Tat I T"ic i4z9 IMATRR73.1.
35 fL 45 (1, 1 2" iR 0.010" SCH 40 1 PVC
f ft is
0 ft 1 30 n, grout tremie pumped
19.5AN hiGFi,4VEL PACK f;f rlicaDk)
rR1711 wCl m.x,rVRr-%1. E.MM. C'V.9h1FAT V1VTurin
35 tt. 45 fi, sand 2a
tt, fr,
3n, D1R1LL1MG LOG fsl4mh 90iliiomI ill , if nC'e£Sl ml
0 fL 45 rL Saprolite
fL fL
fl, rt
fL fL
fx. fl,
Fi. Fr.
rx, rt,
IBottom portion of hole sealed 47-50 with
bentonite
22, Crrrffrralvrn:
5 7/17/2020
SigmlRrc o rCcii; K ; wa Caulractar Dak
$r signMy lbir harm, f hewn- rrrrifr dbur the wdfr+ waar fwrmj cxmarrurred is a xvrdmvcY
1L'Jrh f S4 JVC'AC OyC ,UfM Pr I SA XCAC CUC ,07M W-eff Czmfrwrfc r Sfandards alld rWy a•
revy ofrAii rrmFd hm d mIwm'irfrvfraribr,Irlf�rwjwn
23, She diaWh Whom or addMonal well defaits:
You Army lrse t31e back of This page to provide additional wdl site debils Or well
Wnslruu[ioik delails. You nrr3, also auach addilicmat pages if 1lecessan .
SURNICIETAL INSTUCITONS
24a. Pqr All Wrilx: Subniii Iles faro) wilLin xU days of compklioo of well
Con5inictipn to the folbouing-
Dirixiun of WAter krNriurCes, Informatiuu Vroccsuiog Unit,
1617 Mail Servirr {:enter, Raleigh, NC 27699-1617
tab. For Inimflos Weill ONLY: In addition [o sending the form to elk: address in
24a nbm'e. also submit a cop of this farm within zd days of cDniple[iofl of twll
conSl=Lii nl [o [Ile 15000willg:
Dh'ision dWAler RemmreeN.lrptdergmund Injeciioll Control Program,
1636 Mail Srrvilx'Center. RrilelGh, NC 27699-1636
25r, For W4W SR der 1n iXtUlu V4' ft
Also submit One copy of this form +lithin 30 days ofcomplelion of
wdl coosinnr:tian to the colmry health depurait rat of the manna}• whom
CVFWMCtad
For1r1 OW-L Nonh Carol Ira L74.1c rifikC 1n aF Ern ]ID1u11CIu 31d }111011 Resoluccs - Dil rs laa of Woor Ravin Rt, Istd ALIgust 2013

WELL CONSTRUCTION RECORD
Thh FarnS-0n ba uscd FK Single 9r m0liuk wells
1. Wdl Cantractor Infurmallon:
For flKrntiil 4rsc ONLY':
Will Keyes
W01 -Cunilyddw rranw
4220 A
NC Well Cnrlr,IciorCcrlifbmLionNlollber
SAEDACCO Inc
{'(UikpuiF NanIC
2, Wtil CUH%tFVCtiOH Pergrit ff
List LrU d7pp6 aWr 16ell pl'rllnrs (1_Y'. Cfwjlfy- .52dw, Yariurtne, ffWGR rjr.0
ClAlgmultural 0mimicipala"Wic
CGeDlhemtal tHeaultg,ICocling Apply) OResidenfial WaluSupph' (single)
0IIKf1snia1fC0r1merc1ial DResidential Waler Supph' (shared)
❑Irri tion
Nom-;' stff SUPf y Well:
phlpniiof-4Lz ❑RCCCr1 Cr}'
QAglriCCF RCCha%g
13AqllikF Slorage and R=G%v s
❑AgllifCF T
❑ExKdnLCnllll TrxhnOLpg}'
❑Geodlernml 1C'losed LoupI
❑Gmdbenlnal McAlnlnk-lCbol111e RCLum)
❑GFUUndyr'dlcF RC1k"ialian
❑Sahnity HarriCF
❑540rrm1'atCr E"Lnagc
❑TFacrr
❑OIILer ilCXDIsIifi DikiC1 "2 t 1
4. D4te WoIt(s) Contpleled, 7/17/2020 We1l ]Do CCP-MW-lo
so- %Wl 1 1.1witilnn:
Duke Energy
Fycililr . I � : r, racilk-1DA! (if 3Iplimblel
573 Duke Power Rd , Mooresboro, NC, 28114
Phrsisd Address_ City- and Zip
C4ua7}' P2KCi IdCnlff" ivri Na fPl^I}
id, l-Wtu& grail 1.nngitaliv in IIC1{I' rdmimr#CS?wC4nIIF. nr ckcimml degrocs:
41fKc111kJW I+Ik:LW9uI3SINMilk kn11
540476.30 N 1173125.25 }}
6.Is IAuml Ihrt welUsk 5UPennanent ur 111'emporury
7. is thin a repair to an exisvtn%weed. --J'Ycs Ilr ®Nu
f/fhfs rx ra frl*ur, ffy4,or trel,ww 1-dioxt+ fnnrichu rnlor7,wWai lmd expfabi rAe ewnwre of Me
repair under AIf remarl•.s.ra-Agn mein the r5ea-k of rJdr fool.
S. l�umhcraf wills touslttinctrtd: 1
for lrtkke(le Iofeertwl of rnrxl-wbrer mph- aeth ONLY mrh My srtreraor sP%wAw. }%,4 cw)
salbririme form.
9. Totid trt11 depth be&m Wid surflltt* 42
Formxfrrpie wrfh IrsrreliA-f.0f fjdOfemfle. mwpfe-?@247ii+' awd 2@Jfhff)
IU.Stuicn�jerle�ell5rtloli'hrofclrliu 27.49 IIy,I
If wlelrrfi Irt d es 441O a inaffW. ux' "+
I I. Bonrhalc diameter: 6.25" ii�)
12, Flee toRltlrnCtion moth(+, sonic
4i.e. ailptr. nAa1}', cable_ diem pushcta.L
FOR WATER SUPPLY WELLS ONLY.
13a, Vidd (qm) Mcillind of jest:
13b. bimni'm6m nper Amount: _
rRQ.M I T4 BE.--ict pI Ins
ft. fI,
IS. OUTER CASING Far ouW easel ncls G LIKER L kablc
FROM TO Rlb1s1FTFR 7711CK?IESSI HATFIiTAI•
fL fL io.
iC MER LASING Ok 71'RING WU111CFANAl ektied
FROM T0� DEiti1ETF.H THICKNESS I MATERIAL
7'i.SCFtiyN
rROM TD rirAwurnt Si.crrs Tat I T"ic i4z9 IMATRR73.1.
32 fL 42 (1. 1 2" iR 0.010" SCH 40 1 PVC
f ft is
0 ft 1 27 n, grout tremie pumped
19.5AN hiGFt,4VEL PACK f;f 9k*bk)
rR1711 wCl j m-%,rVkr-%i. I E.MM. C'V.9h1FAT V1VTurin
30 tt. 42 ft, sand 2a
tt, fr,
3n, D1i11 L1MG LOG fsl4mli ,90iliona l ill , if nrcemml
0 fL 42 rL Saprolite
fL fL
fl, rt
fL fL
fx. fl,
Fi. Fr.
rx, rc,
22, Crrrtifiratian:
5 7/17/2020
Sigmtnrc o rCcii; K ; wa Caulra bar Dak
$s sigMMY lbir hlrm, f hereby rrrrifr rh r the mW4.yo waar fwemi cxmsrrui'red is a xvrdmvcY
1L'Jrh f S4 JVC'AC OyC ,UfM Pr I SA XCAC CUC ,07M W-eff CzmfnKrf t Sfandafda alld rWy a•
rcvyofrAii rrmFdhm d mIwm'irfrvfraribr,Irlf�rwwn
23, She diaWhom or addMonal well drfaits:
You relay Ilse t31e back of this page to provide additional wdl site debils Or well
Wnstruu[ioik delails. You nr13, also auach addilicmat pages if ilecessan .
SURNICIETAL INSTUCITONS
24a. Pqr All Wrilx: �ubnii4 Iles faro) wilLin xU days of compklioo of well
Con5inictipn to the folLouing-
Dirixiun of WAter krNriurCes, Informatiuu Vroccsuiog Unit,
1617 Mail 9crsire {:enter, Raleigh, NC 27699-1617
tab. For Inictlios Weill ONLY: In addition [o sending the form to elk: address in
24a nbm'e. also submit a cop of this farm within zd days of caniple[ioir of twll
conSl=Lii nl [o [Ile 15000willg:
Dh'ision dWAler RemmreeN.lrptdergmund Injeciioll Control Program,
1636 Mail Srrvilx'Center. RrilelGh, NO 27699-1636
25r, For W4W SR der In iXtUlu V4' ft
Also Submit One copy of this form +lithin 30 days ofcomplelion of
wdl coosinnr:tian to the colmry health depurait= of the crw uay whom
construCtad
For1n1 OW-L Nonh Carali as L74.1c rifikC 1n aF Ern ]1o1u11CIu 31d }111011 Resoluccs - Dil rs laa of Woor Ravin Rt, Istd ALIgust 2013

WELL CONSTRUCTION RECORD
Thh FarnS-0n ba uscd FK Single 9r m0liuk wells
1. Wdl Cantractor Infurmallon:
For flKrntiil 4rsc ONLY':
Will Keyes
W01 -Cunilyddw rranw
4220 A
NC Well Cnrlr,IciorCcrlifbmLionNlollber
SAEDACCO Inc
{'(UikpuiF NanIC
2, Wtil CUH%tFVCtiOH Pergrit ff
List LrU d7pp6 aWr 16ell pl'rllnrs (1_Y'. Cfwjlfy- .52dw, Yariurtne, ffWGR rjr.0
ClAlgmultural 0mimicipala"Wic
CGeDlhemtal tHeaultg,ICocling Apply) OResidenfial WaluSupph' (single)
0IIKf1snia1fC0r1merc1ial DResidential Waler Supph' Isharodi
❑Irri tion
Nom-;' stff SUPf y Well:
phlpniiof-4Lz ❑RCCCr1 Cr}'
QAglriCCF RCCha%g
13AqllikF Slorage and R=G%v s
❑AgllifCF T
❑ExKdnLCnllll TrxhnOLpg}'
❑Geodlernml lC'losed LoupI
❑Gmdbenlnal McAlnlnk-lCbol111e RCLum)
❑GFUUndyr'dlcF RC1k"ialian
❑Sahnity HarriCF
❑540rrm1'atCr E"Lnagc
❑TFacrr
❑OIILer ilCXDIsIifi DikiC1 "21 1
4. D4te WoIt(s) Contpleled, 7/17/2020 We11 lDv CCPMW-11
so- %Wl 1 1.1witilnn:
Duke Energy
Fycililr . I � : r, racilk-1DA! (if 3Iplimblel
573 Duke Power Rd , Mooresboro, NC, 28114
Phrsisd Address_ City- and Zip
C4ua7}' P2KCi IdCnlff" ivri Na fPl^I}
id, l-Wtu& grail 1.nngitaliv in IIC1{I' rdmimr#CS?wC4nIIF. nr ckcimml degrocs:
4dKc115:1L] I+Ik:LW9uI3SINMilk kn11
540621.04 N 1173626.71 }}'
6.Is IAuml Ihrt welUsk 5UPennanent ur 111'emporary
7. is thin a repair to an exisvtn%weed. --J'Ycs Ilr ®Nu
f/fhfs rx ra frl*ur, ffy4,or trel,ww 1-dioxt+ fnnrichu rnlor7,wWai lmd expfabi rAe ewnwre of Me
repair under AIf mnurl•.s.ree•Jiale mein the r5ea-k of rJdr fool.
S. l�umhcraf wills touslttinctrtd: 1
for lrrr ker4e Iofeertwl of oral-wbrer mph- aeth ONLY mrh My srtreraor so%wAw. }%,4 [ei0
salbririme form.
9. Totid trt11 depth be&m Wid surflltt* 30
Formxfrrpie wrfh IfsrrrDdrf.0f fjdOfe'rrwfle.w wpfe-?@247ii+' awd 2@Jfhff)
1 U. Stoic n Ater Ie� eI 15rt1o1i' belt of casing; 17.30 Ili, I
If wlelrrfi Irt d es 441O a inaffW. ux' "+
11. Bombale dismrtcr: 6. 25 iial
12, Ws1l toRltlrnCtion moth(+, sonic
4i.e. ail--,'tr. misFy, cable_ diem pushcta.L
FOR WATER SUPPLY WELLS ONLY.
13a, Vidd ($epee) ?Neared of 1Cst:
13b. bimni'm6m nper Amount: _
rRQ.M I T4 BE.--ict pI Ins
t$, fig
ft. fI,
IS. OUTER CASING Far ouW easel ncls G LIKER L kablc
FROM TO Rlb1s1FTFR 7711CK?IESSI HATFIiTAI•
fL fL io.
iC MER LASING Ok 71'RING WU111CFANAl ektied
FROM T0� DEiti1ETF.H THICKNESS I MATERIAL
7'i.SCFtiyN
rROM TD rirAwurnt Si.crrs Tat I T"ic i4z9 IMATRR73.1.
20 fG 30 (1. 1 2" iR 0.010" SCH 40 1 PVC
f ft is
0 ft 1 15 n, grout tremie pumped
19.5AN hiGFi,4VEL PACK f;f 9k*bk)
rR1711 wCl m-%,rVkr-%i. I E.MM. C'V.9h1FAT V1VTurin
18 tt. 30 fi, sand 2a
tt, fr,
3n, D1i11 L1MG LOG fsl4mli ,90iliona l ill , if nrcemml
0 fL 30 rL Saprolite
fL fL
fl, rt
fL fL
fx. fl,
Fi. Fr.
rx, rc,
22, Crrrtifiratian:
5 7/17/2020
Sigmtnrc o rCciii i K ; wa Caulra bar Dak
$s sigMMY lbir hlrm, f hereby rrrrifr rh r the mW4.yo waar fwemi cxmsrrui'red is a xvrdmvcY
1L'Jrh f S4 JVC'AC OyC ,UfM Pr I SA XCAC CUC ,07M W-eff CzmfnKrf t Sfandafda alld rWy a•
rcvyofrAii rrmFdhm d mIwm'irfrvfraribr,Irlf�rwwn
23, She diaWhom or addlllanal well defaits:
You relay Ilse t31e back of this page to provide additional wdl site debils Or well
Wnstruu[ioik delails. You nr13, also auach addilicmat pages if ilecessan .
SURNICIETAL INSTUCITONS
24a. Pqr All Wrilx: �ubnii4 Iles faro) wilLin xU days of compklioo of well
Con5inictipn to the folLouing-
Dirixiun of WAtcr 1k[%ourCes, Informatiou Vroccsuiog Unit,
1617 Mail 9crsire {:enter, Raleigh, NC 27699-1617
tab. For Inictlios Weill ONLY: In addition [o sending the form to elk: address in
24a nbm'e. also submit a cop of this farm within zd days of caniple[ioir of twll
conSl=Lii nl [o [Ile 15000willg:
Dh'ision dWAler RemmreeN.lrptdergmund Injeciioll Control Program,
1636 Mail Srrvilx'Center. RrilelGh, NO 27699-1636
25r, For W4W SR der In iXtUlu V4' ft
Also Submit One copy of this form +lithin 30 days ofcomplelion of
wdl coosinnr:tian to the colmry health depurait rat of the crxuay whom
construCtad
Far1r1 OW-L Nonh Carole era 0.1arifiriu aF Ern i1o1UMILI 31d N11011 Rtisoluccs - Dii rs roa of Woor Ravin Rt, Iscd ALIgUSt 2013

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources -Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2675
1. WELL CONTRACTOR:
Robert Miller
Well Contractor (Individual) Name
SAEDACCO Inc
Well Contractor Company Name
STREET ADDRESS 9000 MARKSWOOD RD
CHARLOTTE N.C. 28278
City or Town State Zip Code
_ [phone]
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if.applicable) CCPTW-IS
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Chock Applicable Box) Monitoring 91 Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
lrrigationL Other 0 (list use)
DATE DRILLED 2-25-10
TIME COMPLETED 11: 3 a AM zi PM ❑
3. WELL LOCATION.
CITY: CLIFFSIDE COUNTY RUTHERFORD
DUKE POWER ROAD
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC I LAND SETTING:
0Slope [I Valley [I Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes. seconds or
LONGITUDE in a decimal format
Latihide/longitude source: ❑GPS ❑Topographic snap
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY -Is the name or the business where 1he well Is located.
FACILITY ID #(If applicable)
NAME OF FACILITY DM POWER-CLIFFSIDE PLANT
STREET ADDRESS DUKE POWER ROAD
CLIFFSIDE N.C.
City or Town State Zip Code
CONTACT PERSON CAMP DRESSER & McKee
MAILING ADDRESS 5400 GLENWOOD AVE.
RALEIGH NC. 27612
City or Town State Zip Code
( 919 )- 787-5620
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 35FT
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO19
c. WATER LEVEL Below Top of Casing: FT,
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3FT FT. Above Land Surface*
'Top of casing terminated allor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm); METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
From To From To._
From To From_ To
From To From To
S. CASING: Thickness/
Depth Diameter Weight Material
From_0 TO 25FT Ft, 2 IN SCH40 PVC
From To- Ft.
From To 0 Ft.
7. GROUT: Depth Material Method
From 0 T021FT Ft PORTLAND TRIMI
From To Ft.
From To Ft.
B. SCREEN: Depth Diameter Slot Size Material
From25FT T035FT Ft. 2IN in. .oia in, PVC
From To Ft. in. in.
From To Ft. in. in.
9. SANDIGRAVEL PACK,
Depth Size Material
From 23FT To 35FT Ft TRIMI #2 SILICA
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0 5FT TAN SILT
SFT 35FT PWR
35FT
11. REMARKS:
2FT BENTONITE SEAL FROM 21FT TO 23FT
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
16A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
/a. . 2-25-10
StGNAI-URe OF 'ER'fIF'IED WELL CONTRACTOR DATE
ROBERT L. MILLER
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, 7105

i rONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources-➢ivision of Water Quality
WELL CONTRACTOR CERTIFICATION # 2675
1. WELL CONTRACTOR:
Robert Miller
Well Contractor (Individual) Name
SAEDACCO Inc
Well Contractor Company Name
STREET ADDRESS 9000 MARKSWOOD RD
CHARLOTTE N.C. 28278
City or Town State zip Code
- [phone]
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) CCPTW-2
STATE WELL PERMIT#(ifapplicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ZI MunicipallPublic El
industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection Li
lrrigationn Other {list use)
DATE DRILLED 2-25-10
TIME COMPLETED 10.00 AM E PM E]
3, WELL LOCATION:
CITY: CLIFFSIDE
COUNTY RUTHERFORD
DUKE POWER ROAD
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC t LAND SETTING:
ESlope ❑Valley OHM ❑Ridge C] Other
(check appropriate box)
LATITUDE May be in degrees,
minutes. seconds or
LONGITUDE in u dacitml format
Latitude/longitudesource: ❑GPS o Topographic map
(location of well must be shown on a 11SGS topo map and
attached to this form if not using GPS)
4. FACILITY. Is the name e1 the business where the well Is located.
FACILITY ID #(if applicable)
NAME OF FACILITY KE POWER- CT.T FSIDE PLANT
STREET ADDRESS DUKE POWER ROAD
CLIFFSIDE N.C.
City or Town State Zip Code
CONTACT PERSON CAMP DRESSER & McKee
MAILING ADDRESS 5400 GLENWOOD AVE.
RALEIGH NC. 27612
City or Town State Zip Code
( 919 )-787-5620
Area code - Phone number
5. WELL DETAILS!
a. TOTAL DEPTH: 45FT
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: FT.
(Use 'V if Above Top of Casing)
d. TOP OF CASING 1S 3FT 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): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (dapth):
From To From Tc
From To From Tc
From To From To
6. CASING: Thickness/
Depth Diameter Weight Material
From 0 To 35FT Ft, 2 IN SCH40 PVC
From To Ft.
From To 0 Ft.
T. GROUT: Depth Material Method
From 0 TO 31FT Ft. PORTLAND TRIMI
From To Ft.
From To Ft.
S. SCREEN: Depth Diameter Slat Size Material
From 35FT T045FT Ft. 2IN In. .010 in. PVC
From To Ft. in. tn.
Fram To Ft. in. in.
9, SANDIGRAVEL PACK:
Depth Size Material
From 33FT To 45FT Ft TRIMI #2 SILICA
From Ta Ft.
From Tc Ft.
10. DRILLING LOG
From To Formation Description
0 33FT TAN SILT
33FT 45FT PWR
45FT
11. REMARKS:
2FT SENTONITE SEAL FROM 31FT TO 33FT
I DO HEREBY CERTIFY THATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
,A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORO HAS BEEN PROMDED TO THE WELL OWNER.
2-25-10
SIGNATU E V 6ERTIFIED WELL CONTRACTOR DATE
ROBERT L. MILLER
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. 7105

WELL CONSTRUCTION RECORD
Thh FOFnI S-0n be used FK 5i ngk 9F m0l iuk wells
1. Wdl Cantractor Informallon:
For flKrntiil Ursc ONLY':
RICHY L LEMIRE
WC11 -CUI4ntG1DT tiAFIIC
2593A
NC Well Corlr,,IciorCerlifwmiorkNimber
SAEDACCO Inc
('mlkpui4 NanIC
#, Wd1 C+)nstF Ctign Psrgeit �l
List lrU d7pp6 aWr i6ell pluirnri t1_Y'. Cfwjlf4'_ .52dw, YaFiunre, ffWGR rjr.0
3, W41 Use (cheek w ivil u ney
MAIg,multural DMIMicipaVFttblic
CGealhemtal tHeaultKocling Supply) OResidenfial WaluSupph, (single)
D I1KfUSlrialfColnmercial DResidenlial Waler Supph: (sha raid p
❑lrri tion
Nom-w4ratff SUMl y Well:
phlpnilnr-44 ❑RCctr3 CT}'
QAglriCCF RCCha%g
13AglrikF Slorage aTxJ R=G%v7
❑AgilifQF T
❑ExivEim ffiml TExhnExLpg}'
❑Geodkernml lClosed Luu#E
❑Gmdkennal M1'ICAt111Lr-'Cbol111e RCLum)
❑GroUndvl'AICF RCIkIgl;lialiCM
❑Sahnity Darni r
❑510rrm atCr E"Lnagc
❑Tray T
❑Outer ItXtllain under #21 1
4. D4te wJ4M(s) Conkpleled, 7-23-2020 Well 1DA?CCR-CCPBG-lBR
so- %Wl 1 1.1witiun:
Duke Energy
FycilllY'.Ya','. - I � : r, racilih-1DA! (if 3pplkHblel
573 Duke Power Rd , Mooresboro, NC, 28114
Physical Address_ City_ and Zip
rRQ.M
I T4
RE:ti{'RCP 11{}
11.OUTER CASrNC For
ouM royal ncRs
06t LIKER L
Nca6k
FROM
TO
Rf#bMR
HICkN1:
TSSI
MAITRL#I•
0 fL.
60' rL
6" in,
SCH40
PVC
QI'NER LASING OR 71'RING {�molher,ral ctu�d4mi
1r1lOM T0� UVLEFTE:k - 7111C'kx*8 MAlERLiL
0 ft.
96' et
2" iUL
IR.
SCH40
PVC
ft.rf
a.
V-S(7kUN
MOM
TD
Rr*tr 7rit
SLOTSIU
I THI;'xv745
I MATE{RI.%I.
91' FL 1
96' r1•
2" ia.
.010
schedule
Opvc
R
rt
is
I 5' R- I 82' rL I bentonite gt'bndmie pumped I
0 ri, 1 5' rt I portland Itremmie
VR4711 j 113 MILTFRL31. E:'r]MAC'}'ME-41-MYTHErn
87' (L 96' ft, sand #2
i ft. ft.
0 (L 39'
39' rt 60'
60' ft. 96'
R.
r4
M
Fa,
Ittach additianHI the
PF.y['REpTIfj\
rL saprolite
rL pwr
rL rock
rt
rl,
rr.
It,
BENTONITE FROM 82'TO 87'. 1
01MMY Y$FLC1 IdCnlff"liEan No fPIN^
ib, l-Mit do Arul 1.nngitaliv in IIC1{I' rdmimr#CS?wCgnllF. or ck-cimml deg cs,
22, Crrtifiratian:
;ITKCIS fwld. Int LUAMS 1N MILML:knll
540704.81 1170874.24 }}
1� 7/23/2020
SigmffwFcarCclti-;4'cilCanlramu DW
6.11s i aivI Ihrt welUsk 5UPer-ma tent u r 111'emporltry
By ri nm alru f frd'Fd n- Lw rbur the wd Y X y wrm nuaYhui'rca iR d xvrAmFiY
_ s x 1�. rrf.�� +�. + � l
i; rlt f5.4 YVCAC 02C .0in9 Pr I iA MCAC CUC ,0 Weft Czmfrwr Ply Sea Rdarda alld rWr iT
7. is thin a repair to an exist n%bell. --J'Ycx Ikr M NIk
S of rAii rem Fd hm brew wm'i" ra Ab6p g11FII �rwj n
1f Mfs rx rr fgmir, f+y,,wr trei,ww i-di o, t+ fun riche rnlorr,wWai 4md expfabi rAe ownwFe of rAr
repair under il7f FCfAf rky.Yeeardn OF rm the heu-k of rfibef nun.
y y 1 y i �y 1
23', She d iaWh o n or addllltmal well dtfaik;
You may ikse 13ke back of this page to provide additional wdl site details or well
S.1l umhcr of wills touslttilctrtd: 1
ConSMIrlioll details. You rrla_+' also auach addilicmat pages if uecessan .
for Mtkke(e rrtfeertwi of nfxi-warer srVph- aeth ONLY mrA My seaera 7so% s Aw. }%,4 [aid
,iabmirime for F.
SUBMITTAL INSTUCF7ONS
9. Totid wtll depth be&m lard surfom 961 (fl.)
2da. Ear All Wrilx: �ubniii Iius farm williin xU days of compkiioo of wet I
FoFririlirlpiC wetk Ifsrrrff drf.0f rjdifjfemr le.w wpfr- ?@ZM' awd 2@Mfl41)
Con5lnlCt1pn to the folLouing-
l U. Stair weer levri below h}p. of catsihr 48.32 Ifl.I
birWun aFVI'ater krNriurCes, Iniormatiou Vruccsuiog Unit,
If wdrrr Ir, rl es Aloe iudow. ux' "+"
1617 Mail 9crt'irC {_Cuter, Rairigh, XC 27699-1617
11, Bmrhole diameter: 12.25"/6" ( )
tab. For Inimflos Weill ONLY: In addition io sending the fom to the address in
24a nb(we. also submit a cop of this farm within zd days of cDnipleiioik of t++ell
I WCjj CoRlilrnCtiOst rnbthod, AUGER/AIR
conSlYuuLiull 11) like 15000„'illg:
li.e. aii-,Lzr. nAaFy, cable_ diem pushcic.E
Dh-Mon oRV4'xter RrAourcra.lfradcrpvuod lojcctio7l Control Program,
FOR WATER SUPPLY WELLS ONLY.
1636 Mail Srrvilx'Center. Raleith, NC 23699-1636
13A. Vioai (qm) ?Nahrull of lest-
24r- For W4W SR * rn"gttion W4 ts:
Also submit One cap} of this forni %tiithin 30 days ofcomplelion of
13b. bilink-Clian hper Amount:
wdl cnoslnirtian to the ¢rnmr; hcalth depuraitrrt of the rrxuay whom
-
Faiin GW-L Nonh Carali as D.pernnrilE aF Ern iloiUMILI 31d N11011 %.Wurccs - Dii rs roe of Woor Ravin Rc, Iscd ALIgust 2913

WELL CONSTRUCTION RECORD
Thh Farnw S-0n be used Fax 5i ngk 9r m ll ipk wells
1. Wdl CantrActor InformMion:
RICHY L LEMIRE
WCfl -CUI4ntG1DT tralrllC
2593A
NC Well CorlrmorCcrliFWXLionNaolnber
SAEDACCO Inc
{'mlllkui} NanIC
#, W91.1 CUH%tFVCtiOH PCrgrit fl
List lrU d7pp6 aWr i6ell pluirnri t1_Y'. CfwjlrV'_ .52dw, YaFiurtne, ffWGR rjr.0
3, Wv1l Use (check w 0l u ney
MAlgmultural DMIMicipaVFttbiic
CGeDlhemtal tHeaultg,ICocling Apply) OResidenlial WaluSupph, (single)
D ItKflslrialfC0DMMUial DRcsiden(ial Walu Supph: (shared)
❑lrri tion
NOM-;' stff SUplst}' Well:
phlpnilorin.4 ❑RCCCr3 Ca}'
QAglriCCF RCCha%g
13AglrikF Slorage and ReCG%v7
❑AgllifCF T
❑ExivEinu ffiml TrxhnQLpg}'
❑Geodlernml lClosed Luu#E
❑Gmdbennal McAlnnk'lCbol111e RCLum)
❑GFUUndyr`alcF RC1k"ialian
❑Salinity Harriu
❑540rrm;'atCr E"Lnagc
❑Tray T
❑oilier gmlain Doder #21 1
4. D4te wJ4 M(s) Contpleled, 7-17-2020 Well 1D+f CCR-CCPBG-lD
so- %Wl 1 1.1witilnn:
Duke Energy
FycilllY'.Ya','. - I � : r, racilih-1DA! (if 3lplimblel
573 Duke Power Rd , Mooresboro, NC, 28114
Physical Address_ City_ and Zip
For Frworikil Ursc ON LY:
rRQ.M I
T4
RE:ti{'RCP 11{}
MOLTER CASrNG Far ouM easel ncls
06t LIKERL
kablc
FAOM
T(t Rb1s1MR
THICk?rESSI
HATFIiTAI•
rL
fl, io,
QINER LASING OR I 'RING 4VM1k-FJtral dowd4mopl
TAiiM T0� p�ytiEFTER I TEIIMM I HATEILLiL
0 iS
43' FL
2" ui.
I IR.
SCH40
PVC
r¢,
k
I 43' FL 148' f1• 12" ia. I .010 I schedule j0pvc I
FL I rL is
15' (L 1 35' FL I bentonite g bndmie pumped
0 4. 15' Fp I portland tremmie
fx 1 fl .
14.5AN DIGR.4VEL PACK f;r 0kakble)
rR{1,,y1 wC3 mn,rF.RC.31. F.'r]MAC'}'AIENI'MYTurin
E9'L 49'ft, sand #2
t, ft.
3n, D1i3LL1CiG LOG fartacll additional stl i if nrcemml
0 fL 39, rL Saprolite
39, fL 48' fL pwr
ft, rL
fL fL
ri. fl,
ri. rr.
R, III
It- REMARKS
BENTONITE FROM 35' TO 391.
01MMY P2RCl IdCnlff" ivri Na fR1_^1}
4%,14litu& Arul 1.nngitaliv in tkgmrlmilrvU*1wci)njIF. nr ck-cimnl degrocs:
22, CrrdFieatian:
;IfKL:11 S J 111k: h 1113S IN Nldlick 111
540713.71 1170874.48 }}r
1� �vVC� 7/17/2020
SigmffwFc a FCc& - ;4'ttl Ca nlracwi Dak
6. Is 1 afvI Ihrt weIII&k 5UPer- anent u r 111'emporury
BT Yi nm alru f frd'Fd n- Lw rh r the wed Y l y were cxmahui'rcdr iR a xvmm c[
_ s x 1�. rrf.�� +�. + � l
%'Jere fS�i JYG'1t G' �' ,Ufr1�P Pr � i,+L JYG'11L' {��' ,� WeU {'OJdtRlCG41r Sta Rlfardb �rJld rlJlrr a
7.ls thin a rrimir to an exisvtn%wrell. --J'Ycx Ilr I Nip
"Yofrhii term Fdhild'.5rm Ali" ra*r givgi �ri4jwn
If Mfs Jx rr fgmir, f+y,,wr trei,ww i-di o, t+ fun riche rnlorr,wWai 4mrl expfabi rAe ownwre of rAr
repair under il7f FCfAf rky.ya-iiaR OF rm the heu-k of rfibef nun.
y y 1 y i �y 1
23', She d iaWhoM or adi3tlit nal well dtfaik;
You may ,Ise the back of this page to provide additional wdl site details or well
S.1l umhcr of wills touslttinctrtd: 1
WnSMIrlionl details. You rria_+' also auach addilicmat pages if uecessan .
for lrtkke(e JrtfeerJwi of rJrxl-warer u' ' wetly ONLY mrA My seaera 7so% s Aw. }%,4 [aid
Aabmirm,r form.
SUBMITTAL INSTUCF7ONS
9. Totid wtll depth be&m Wid surfom 481
24a. Ear All Wrilx: Subniii Iius faros williin xU days of compkiioo of wel I
FoFrrrilirlRjC wetk IfsrrrDdrf.0f rjdiJfemrle.w wpfe,- 3@ZM' Lgmd 2@Jfhff)
Con5lniCt1pn ten the folLouing-
l U. Stair weer levri below hrp of caisihr 42.23 Ily,l
birWun of Wgur krNriurCes, Information Vroccsuiog Unit,
If mioefi Ir, rl es Aloe ivafng. uu' "+
1617 Mail :SCrt'irC {_Cuter, Rairigh, XC 27699-1617
11. BonrhlnFC diameter 8.25 (
tab. For Inimflos Weill ONLY: In addiliatl io sending the form 1D e1w address in
24a nb(we. also submit a cop of this farm within zd days of canipleiioir of t++ell
l2 WCjj CoRlil[nCj0rt ")i3thod, AUGER/AIR
conSlYuuLii nl 11) lire 15000wiatg:
4i.e. ailptr. nAaFy, cable_ diem pushcic.E
Dh'isiolt oRV4'xter RrAourcr>,.lrrtJcrpvuod lojcctioli Control Program,
FOR WATERSGPPLY WELLS ONLY.
1636 Mail Srrvirx'Center. Raleith, NC 23699-1636
13A. Vio(I (qm) Mcllrnd of test'
24r- For Wines' Sp * rn"gttion W4 ts:
Also submit One copy of this f0r111 %tiithin 30 days ofcomplelion of
13b. bilink-Clian hper Amount:
wdl cnosinnrtian to ttte ¢rnmr; health depurait t of the rrMuay whom
—
Corr5truCt4d
Fonri GW-L Nonh Caraliaa D.pariflkCJIE aFErniloiuiarlu 31d Hari" %.WL11ccs - DilrsroaorWoor Ravin Rt, Iscd ALIgust2u13

WELL ABANDONMENT RECORD
1. Well Contractor Information:
Will Keyes
Well Contractor Name (or well owner personally abandoning well on his/her property)
4220-A
NC Well Contractor Certification Number
SAEDACCO, Inc.
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.) ifknown
3. Well use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑Irrigation
Non -Water Supply Well:
El Aquifer Recharge
❑Aquifer Storage and Recovery
El Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
El Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
El Subsidence Control
❑Tracer
El Other (explain under 7g)
4. Date well(s) abandoned. 2/7/2020
5a. Well location:
Duke Energy
Facility/Owner Name Facility ID# (if applicable)
573 Duke Power Road, Mooresboro 28114
Physical Address, City, and Zip
Cleveland
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) ifavailable. For multiple injection or non -water supply wells
ONLY with the same constructionlabandonment, you can submit one form.
6a. Well ID#: CP-TW-1 D
6b. Total well depth: 67 (ft.)
6c. Borehole diameter: 2 (in.)
6d. Water level below ground surface:
6e. Outer casing length (if known):
6f. Inner casing/tubing length (if known): (ft.)
6g. Screen length (if known): 10 ft.)
For Internal Use ONLY:
WELL ABANDONMENT DETAILS
7a. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
well construction/depth, only 1 GW-30 is needed. Indicate TOTAL NUMBER of
wells abandoned:
7b. Approximate volume of water remaining in well(s): 5 (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
❑ Neat Cement Grout ❑ Bentonite Chips or Pellets
❑ Sand Cement Grout ❑ Dry Clay
❑ Concrete Grout ❑ Drill Cuttings
❑ Specialty Grout ❑ Gravel
s Bentonite Slurry ❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
10 gallons AquaGuard
7g. Provide a brief description of the abandonment procedure:
Pumped through tremmie from bottom to land surface.
8. Certification:
Will Keyes 2/9/2020
Signature of Certified Well Contractor or Well Owner Date
By signing this form, I hereby certify that the well(s) was (were) abandoned in
accordance with 1 SA NCAC 02C .0100 or 2C .0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Iniection Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
loc. For Water Supply & Iniection Wells: In addition to sending the form to the
address(es) above, also submit one copy of this form within 30 days of completion
of well abandonment to the county health department of the county where
abandoned.
Form GW-30 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL ABANDONMENT RECORD
1. Well Contractor Information:
Will Keyes
Well Contractor Name (or well owner personally abandoning well on his/her property)
4220-A
NC Well Contractor Certification Number
SAEDACCO, Inc.
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.) ifknown
3. Well use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑Irrigation
Non -Water Supply Well:
El Aquifer Recharge
❑Aquifer Storage and Recovery
El Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
El Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
El Subsidence Control
❑Tracer
El Other (explain under 7g)
4. Date well(s) abandoned. 2/7/2020
5a. Well location:
Duke Energy
Facility/Owner Name Facility ID# (if applicable)
573 Duke Power Road, Mooresboro 28114
Physical Address, City, and Zip
Cleveland
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) ifavailable. For multiple injection or non -water supply wells
ONLY with the same constructionlabandonment, you can submit one form.
6a. Well ID#: CP-TW-1 S
6b. Total well depth: 35 (ft.)
6c. Borehole diameter: 2 (in.)
6d. Water level below ground surface:
6e. Outer casing length (if known):
6f. Inner casing/tubing length (if known): (ft.)
6g. Screen length (if known): 10 ft.)
For Internal Use ONLY:
WELL ABANDONMENT DETAILS
7a. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
well construction/depth, only 1 GW-30 is needed. Indicate TOTAL NUMBER of
wells abandoned: 7b. Approximate volume of water remaining in well(s): 3 (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
❑ Neat Cement Grout ❑ Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Concrete Grout
❑ Specialty Grout
s Bentonite Slurry
❑ Dry Clay
❑ Drill Cuttings
❑ Gravel
❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
8 gallons AquaGuard
7g. Provide a brief description of the abandonment procedure:
Pumped through tremmie from bottom to land surface.
8. Certification:
Will Keyes 2/9/2020
Signature of Certified Well Contractor or Well Owner Date
By signing this form, I hereby certify that the well(s) was (were) abandoned in
accordance with 1 SA NCAC 02C .0100 or 2C .0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Iniection Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
loc. For Water Supply & Iniection Wells: In addition to sending the form to the
address(es) above, also submit one copy of this form within 30 days of completion
of well abandonment to the county health department of the county where
abandoned.
Form GW-30 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

Appendix IV - NCDEQ Well Abandonment and Well Construction
Forms (GW-1 and GW-30)

APPENDIX II
NCDENR Well Abandonment Record and Well Construction Record Forms

WELL ABANDONMENT RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
For Internal Use ONLY:
WELL ABANDONMENT DETAILS
Well Contractor Name (or well owner personally abandoning well on his/her property)
NC Well Contractor Certification Number
Company Name
2. Well Construction Permit #:
List all applicable well permits (i.e. County, State, Variance, Injection, etc) ifknown
3. Well use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑hidustrial/Commercial El Residential Water Supply (shared)
❑Irrigation
Non -Water Supply Well:
El Aquifer Recharge
❑Aquifer Storage and Recovery
El Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
4. Date well(s) abandoned:
5a. Well location:
El Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑ Subsidence Control
❑Tracer
El Other (explain under 7g)
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) if available. For multiple injection or non -water supply
wells ONLY with the same construction abandonment, you can submit one form.
6a. Well ID#:
6b. Total well depth: (ft.)
6c. Borehole diameter: (in.)
6d. Water level below ground surface:
6e. Outer casing length (if known):
6f. Inner casing/tubing length (if known): (ft.)
7a. Number of wells being abandoned:
For multiple injection or non -water supply wells ONLY with the same
construction/abandonment, you can submit one form.
7b. Approximate volume of water remaining in well(s): (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
❑ Neat Cement Grout ❑ Bentonite Chips or Pellets
❑ Sand Cement Grout ❑ Dry Clay
❑ Concrete Grout ❑ Drill Cuttings
❑ Specialty Grout
❑ Bentonite Slurry
❑ Gravel
❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
7g. Provide a brief description of the abandonment procedure:
S. Certification:
Signature of Certified Well Contractor or Well Owner Date
By signing this form, I hereby certify that the well(s) was (were) abandoned in
accordance with 15A NCAC 02C .0100 or 2C .0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Iniection Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Supply & Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
where abandoned.
6g. Screen length (if known): (ft.)
Form GW-30 North Carolina Department of Environment and Natural Resources — Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
For Internal Use ONLY:
Well Contractor Name
NC Well Contractor Certification Number
Company Name
2. Well Construction Permit #:
List all applicable well permits (i.e. County, State, Variance, Injection, etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ lndustrial/Commercial
❑ Irrigation
Non -Water Supply Well:
El Aquifer Recharge
El Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Municipal/Public
El Residential Water Supply (single)
❑Residential Water Supply (shared)
El Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 F
4. Date Well(s) Completed: Well
5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N W
6. Is (are) the well(s): (]Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ❑No
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.
8. Number of wells constructed:
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one form.
9. Total well depth below land surface: (ft.)
For multiple wells list all depths if different (example- 3@200' and 2@100')
10. Static water level below top of casing: (ft.)
If water level is above casing, use "+"
11. Borehole diameter: (in.)
12. Well construction method:
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER ZONES
FROM
TO
DESCRIPTION
rt.
rt.
ft.
ft.
15. OUTER CASING for multi -cased wells OR LINER if a licable
F�ft-
DIAMETER
THICKNESS
MATERIAL
ft.
in.
16. INNER CASING OR TUBING eother a] closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft.
in.
rt
rt
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
rt
ft.
in.
ft.
ft,
in.
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
ft.
ft.
ft.
ft.
rt.
rt.
19. SAND/GRAVEL PACK (if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
rt.
rt.
rt.
rt.
20. DRILLING LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
rt.
ft.
rt.
rt.
ft.
rt.
rt.
rt.
rt.
rt.
ft.
ft.
rt.
rt.
21. REMARKS
22. Certification:
Signature of Certified Well Contractor
Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells ONLY: In addition to sending the form to the address in
24a above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield m Method of test: 24c. For Water Supply & Injection Wells:
(gP ) Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed.
Form GW-1 North Carolina Department of Environment and Natural Resources — Division of Water Resources Revised August 2013

Appendix V - Duke Energy Groundwater and Sampling Collection
Procedure 3175.6

AUTHORIZED COPY
Document title:
Groundwater Monitoring and Sampling
Collection
Keywords:
Procedure 3175.6
Document number:
ADMP-ENV-EVS-00100
Revision No.:
006
Applies to:
Duke Energy Carolinas, LLC
Duke Energy Progress, LLC
DUKE ENERGY ENVIRONMENTAL SCIENCES
Procedure Name: Groundwater Monitoring and Sampling Collection
Procedure Number: 3175 Procedure Revision: 6
® Information Use and ❑ Reference Use
Author: Dee O'Brien Functional Area: Groundwater Science
RIMEWS AND APPROVALS
� Title � Dale
Primary Reviewer �t- 4�z r.-�_ : ie' s� r���+�
Technicallecundar Title Dale
y Reviewer: _
ifunetional Area
Approval: NIA
ADQA Approval: Yj A
QA Apprraval:
eWCLftWA-----
Title
Title
Title
Date
Date
el A
Chemical Hygiem Title Date
Appfval:
Title i~t0et, Date
/f
Next. R"tew Due, 6 Effective Date: 0
TRAINING AND DEMONSTRATION OF CAPABILITY
Initial training required Requalification training Demonstration of capability
required required
Read Only ❑ Read Only ❑ Initial Requal
Read and OJT ® Read and OJT ❑ Yes ❑ Yes ❑
Read and classroom ❑ Read and classroom ❑ No E No
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 1 of 31
Duke Energy Proprietary Business Information — Not for external distribution

AUTHORIZED COPY
Document Revision History
Revision Issue Date Description
Number
006 05/18/2020 Section 7.4 - Added information/justification for the use of
Equipment Purge as a Groundwater Sampling method.
Section 8.0 - Updated References
Appendix F - Updated QA/QC Sample Protocol
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 2 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
TABLE OF CONTENTS
1.0
Purpose...............................................................................................3
2.0
Preparing for the Field.......................................................................3
3.0
Instrument Calibration.......................................................................5
4.0
Well Development.............................................................................5
5.0
Dedicated Equipment Installation......................................................6
6.0
Water Level Measurements...............................................................6
7.0
Groundwater Sample Collection........................................................7
8.0
References..........................................................................................18
9.0
Appendices.........................................................................................19
ADMP-ENV-EVS-00100 I Rev. 006 (05/2020) 1 Page 3 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
PROCEDURE FOR GROUNDWATER MONITORING AND
SAMPLING COLLECTION
1. Purpose
1.1 The purpose of this procedure is to provide field methods used by Duke Energy staff and
contractors during the collection of groundwater measurements and samples. As such, this
procedure discusses multiple sampling approaches specific to various groundwater conditions
and programs. The objectives of this procedure are to ensure consistent collection of valid and
representative samples that provide reproducible and reliable groundwater data to meet
project/program requirements. This Standard Operating Procedure (SOP) includes proper well
purging and sampling techniques designed to reduce the potential of cross -contamination during
sample collection and handling. Also included are procedures for field data documentation,
chain of custody records, and coordination with both site personnel and the Analytical
Laboratory Components of this procedure may be incorporated into a site -specific Sampling and
Analyses Plan (SAP) for each program. In addition to SAP's, site specific Groundwater
Program Requirements (GPR) were developed and are maintained on a secure Corporate LAN
share. Compliance to these program requirements are mandatory for field personnel and
compiled on a form similar to Appendix A. Any changes made to sampling requirements are
updated as necessary on these forms to ensure proper analytical methods are used, that required
samples are collected, and preferred sampling methods and stabilization criteria for each
program are met.
2. Preparing for The Field
2.1 Proper planning, preparation, and coordination are necessary for a successful project execution.
This includes a clear understanding of sampling event objectives and developing a
corresponding scope of work to meet those objectives. The sampling equipment checklist
(Appendix A) was developed to aid in field organization and should be used prior to each
sampling event. Depending on the site -specific project/program, additional equipment/supplies
may be necessary and should be determined before the scheduled sampling event.
2.1.1 Laboratory coordination is vital to project execution. The previously prepared Chain of
Custody (COC) is reviewed by the Site Lead and forwarded to the lab for review and
editing (30 days prior to the event). Based on the COC, bottle kits (including spare kits)
are prepared and supplied by the lab the week before the scheduled field event.
2.1.2 Coordination with site contacts should be conducted at least 30 days prior to the field
event. It is important that the site is aware of the type of work to be conducted, the
schedule, and personnel to be involved. Site specific orientation training is required
annually of all Duke personnel prior to initiating work at Duke facilities and this should
be pre -arranged with the appropriate safety personnel. Maintain daily communication
with site contacts and advise them of progress. Promptly advise site contacts of any
project related incidents/accidents and any issues with site access.
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 4 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
2.1.3 Proper care should be exercised in the scheduling of personnel and the allocation of
equipment, and materials so that the planned field event can be executed safely and
efficiently. Equipment and instrumentation should be inspected, cleaned, and calibrated
daily with nitrile gloves (start and end of day). An example calibration and post check
log is included in Appendix C.
2.1.4 Safety is always important in planning and executing a sampling event. A Pre -Job Brief
(PJB) and Job Hazard Analysis (JHA) should be prepared and reviewed with the field
team at the site and prior to performing any field activities. A JHA has been developed
for groundwater sampling and is included as Appendix B. This JHA should be reviewed
prior to each event and discussed as appropriate for site -specific conditions. Additional
safety tools such as conducting a "360 Inspection" on all moving equipment prior to use
and "Take a Minute" to review site conditions prior to starting work should be routinely
utilized.
3. Instrument Calibration
3.1 It is important that all field instrumentation is calibrated in accordance to manufacturer
specifications. The water quality meter (pH, specific conductivity, and ORP) and the turbidity
meter should be calibrated in the field at the beginning and at the end of the day. A Daily
Calibration Log is included as Appendix C.
4. Well Development
4.1 The drilling and installation of monitoring wells disturbs geologic materials surrounding the
borehole. Well development is necessary to promote hydraulic communication between the
well screen and the surrounding aquifer. Proper development also ensures the removal of fine-
grained soil particles from around the screen reducing turbidity and the potential for bias in
groundwater sample results. Well development should be conducted promptly after well
installation but no sooner than 24 hours after grouting. Common methods of well development
include over pumping, surging, bailing, and jetting. Redevelopment of wells is conducted when
the desired water quality is not achieved, typically but not exclusively, with regard to turbidity.
Redevelopment methods are similar to development techniques and can be conducted for
several episodes until the desired water quality parameters are achieved. The following steps
outline the procedure that will be used to develop or redevelop a monitoring well using the over
pumping method. This method involves pumping at a rate fast enough to draw the water level
as low as possible while also allowing the water level to recharge back to the initial level. This
method is repeated until desired water quality is achieved.
4.1.1 Measure the static water level with a decontaminated water level meter and record in the
field workbook/GMDS
4.1.2 If the well is equipped with a dedicated bladder pump, carefully pull tubing and pump up
(with gloves) and set aside on a clean plastic sheet.
4.1.3 Examine the pump for any damages to seals or drainage areas.
4.1.4 Carefully place a clean submersible pump down the well with attached tubing. The pump
should be placed approximately one foot from the bottom of the well.
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 5 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
4.1.5 Secure tubing to well casing and attach water discharge line to appropriate water quality
instrument.
4.1.6 Connect the pump to a power source and begin to purge well at a moderately high flow
rate.
4.1.7 Frequently check the water level and flow rate to verify that the drawdown is stabilizing.
Wells with poor recharge will sometimes not be able achieve a maintained drawdown and
will go dry. If this happens, development will stop and continue once the well has
recharged.
4.1.8 Once an acceptable flow rate has been established and drawdown has stabilized, it is
acceptable to begin recording indicator field parameters at specific intervals (usually
every 3 to 5 minutes).
4.1.9 Continue purging the well until desired water quality parameters are achieved.
5. Dedicated Equipment Installation
5.1 Dedicated sampling equipment is installed in monitoring wells to improve sampling efficiency
and sampling results. Dedicated sampling equipment previously installed in the well eliminates
the need to introduce pumps/tubing into the well disturbing the existing well water prolonging
well stabilization prior to sample collection. Thus, existing dedicated equipment reduces
sampling time. Dedicated well equipment also eliminates the need to decontaminate any
equipment used in multiple wells reducing the potential for cross -contamination and improving
monitoring results.
5.2 Dedicated well sampling equipment includes well caps, tubing, and bladder pumps. Care must
be taken during installation to properly measure and cut the tubing such that the end of the
tubing (peristaltic pumps) or the bladder pumps are positioned strategically at the mid -point of
the wetted screen. If the equipment is positioned too deep it could disturb sediment collected in
the bottom of the well increasing turbidity and if positioned too shallow could be above static
water levels during periods of depressed groundwater levels.
6. Water Level Measurements
6.1 Water level measurements will be completed prior to pump placement, groundwater sampling,
or aquifer characterization activities. Some groundwater sampling events/programs require a
comprehensive water level sweep of all monitoring wells within a 24-hour period. In these
instances, a round of synoptic depth to water measurements will be collected prior to
groundwater sampling. These contemporaneous water levels are used in the construction of
potentiometric surface maps for the site. The following steps outline the procedures that will be
used to collect water level measurements.
6.1.1 Describe the condition of the well (lock, pad, protective casing, general access), ambient
weather conditions and other factors that could affect the final data analysis. This
documentation is recorded on the Groundwater Monitoring Data Sheet (GMDS)
(Appendix D).
6.1.2 An electronic water -level indicator accurate to 0.01 feet should be used to measure depth
to groundwater within the monitoring well.
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 6 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
6.1.3 The electronic water -level indicator and tape will be decontaminated prior to initiating
water level measurements and between all wells. Decontamination procedures are
described in Appendix E.
6.1.4 The protective casing or flush -mounted vault cover will be unlocked/removed and the
inner cap on the riser removed. Caution should be exercised while accessing these areas
which often are occupied by insects (wasps/spiders). Standing water present within the
protective casing/well vault above the riser should be documented and removed prior to
removing the well cap. After riser cap removal, the well should be left open for up to 30
minutes to allow the static water level to equilibrate with atmospheric conditions before
measuring (if vented caps are not used).
6.1.5 The probe should be checked to verify that it is operational, then slowly lowered into the
well. A new pair of nitrile gloves should be worn before each water level measurement is
taken.
6.1.6 Fluid level measurements will be recorded relative to a fixed reference point using an
electric tape graduated in 0.01-foot intervals. The fixed reference point on the riser will
consist of a V-notch or an indelible mark at the top of the riser, or if neither is present,
measure to lowest side of the riser and create a reference point for future measurements.
6.1.7 Using the electronic water -level indicator, measure the distance between the reference
point and the water surface within the well. The measurements will be repeated until two
measurements are obtained that are within 0.01 feet. Record this information on the
GMDS.
6.1.8 If the total depth of the well has not been previously measured, using the water -level
indicator, measure the distance from the reference point to the bottom of the well. The
measurements will be repeated until two measurements are obtained that are within 0.01
feet. Record this information on the GMDS. If the total depth of the well has been
previously determined, a measurement for total depth is not necessary as disturbing
bottom sediment in the well can contribute to increased turbidity.
6.1.9 The water -level indicator will be removed and decontaminated if moving to another well.
7. Groundwater Sample Collection
7.1 As stated in the Introduction, the objectives of this procedure are to ensure the collection of
valid and representative groundwater samples from monitoring wells that meet project, program,
and permit requirements. These objectives are not limited to sample collection, but also include
procedures for the proper handling, transportation and preservation of collected samples to
prevent deterioration or contamination prior to laboratory analysis. Additionally, there are
several methods for groundwater sampling available. The appropriate method for an individual
location/project is dependent upon the program requirements and site specific hydrogeologic
conditions.
NOTE: New, clean nitrile gloves shall be worn during all phases of well sampling and sample
handling.
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 7 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
7.2 CHAIN OF CUSTODY
7.2.1 The Chain of Custody (COC) is a legal document that must be complete, accurate, and
show an unbroken trail of accountability that insures the physical security of a sample. A
COC must accompany each shipment of samples. Each individual sample should appear
on a separate line within the COC. The original COC should accompany the sample(s) to
the laboratory and the sampler should keep a copy. Chain of Custody control for all
samples will consist of the following:
7.2.1.1. Sample containers will be securely placed in coolers (iced) and will remain
under the supervision of project personnel until transfer of the samples to the
laboratory for analysis has occurred. Ensure sufficient ice is placed in cooler to
reach and maintain 40C until delivery to the laboratory.
7.2.1.2. Upon delivery to the laboratory, the laboratory director or his designee will sign
the Chain of Custody control forms and formally receive the samples. The
laboratory will ensure that proper refrigeration of the samples is maintained.
7.2.1.3. The Chain of Custody document contains information which may include:
• Client name
• Client project name
• Client contact
• Client address
• Client phone/fax number
• Sampler(s) name and signature
• Signature of person involved in the chain of possession
• Inclusive dates of possession
• Sample identification
• Sample number
• Date & time of collection
• Matrix
• Type of container and preservative
• Number of containers
• Sample type - grab or composite
• Analysis parameter(s)/ method
• Internal temperature of shipping container upon opening in the
laboratory
7.3 SAMPLE HANDLING, PACKING, AND SHIPPING
Samples shall be marked, labeled, packaged, and shipped in accordance with the sections
outlined below.
7.3.1 Handling: The samples will be stored in coolers for transport to the site. Collected
samples will be placed on ice in the sampling coolers for pickup or transport to the
laboratory for analysis. Nitrile gloves should always be worn when handling or
collecting samples.
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 8 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
7.3.2 Sampling Labels: All sample containers will be new, laboratory cleaned and certified
bottles. The bottles will be properly labeled in accordance with Appendix G for
identification and will include the following information:
• Project Site/ID
• Sample identifier (Well ID)
• Name or initials of sampler(s)
• Date and time of collection
• Analysis parameter(s)/method
• Preservative
7.4 GROUNDWATER SAMPLING METHODS
7.4.1 There are several methods of groundwater sampling available dependent upon
groundwater conditions, local and state regulatory requirements, and the goals of the
sampling program. These methods include Low Flow (Low Stress), Equipment Purge,
and Conventional (Multiple Volume) sampling. Based upon site conditions and/or
requirements, the Site Lead/Lead Scientist/SME should select the most appropriate
sampling method.
7.4.2 Prior to sample collection, the monitoring well must be properly purged. Purging is the
process of removing stagnant water from the monitoring well in order to access
groundwater from the surrounding aquifer for the collection of a representative sample.
Indicator parameters of water being withdrawn from the well during the purging process
should be monitored and recorded to confirm the presence of representative groundwater.
Quantities of water should also be measured and recorded in the field workbook or on the
GMDS. When purging or sampling a monitoring well, all equipment and meters
introduced to the well must be clean and nitrile gloves should always be worn. Prior to
purging, all equipment and sampling bottles will be placed on tables covered with new
plastic sheeting or sheeting on the ground in order to prevent contamination.
7.4.2.1. Low Flow Sampling
Low Flow groundwater sampling is the most commonly used and preferred
method at Duke Energy for groundwater sampling. Low Flow is also known as
Low Stress because the intent of this method is to minimize stress on the aquifer
during the purge/sampling process. The goal of Low Flow is to withdraw
representative groundwater from the surrounding aquifer while causing a
minimal disturbance to the stagnant water contained within the well casing,
above the screen, by stabilizing drawdown and creating laminar flow from the
aquifer into the well screen. Low flow purging/sampling requires the use of a
variable speed pump. Typically, adjustable -rate peristaltic, bladder, or electric
submersible pumps are used. Specific pump selection is dependent upon well
construction details, hydrogeologic conditions, and analytes to be tested. Low -
flow purging and sampling guidance is provided below:
• Low Flow Purging
o Measure the static water level and record in the field workbook/GMDS.
If a non -dedicated pump is used, allow time for the water level to
equilibrate after pump installation.
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 9 of 31
Duke Energy Proprietary Business Information — Not for external distribution

AUTHORIZED COPY
o Using well specific construction details and current water -level
measurement, the pump intake is typically set to the approximate mid-
point of the saturated well screen or other target sample collection depth.
o If the well is equipped with a dedicated bladder pump, attach the air
supply and discharge tubing to the well head. If a dedicated pump is not
present, attach tubing and supporting rope (if applicable) to the pump
and slowly lower the unit until the target intake depth is reached. When
using a peristaltic pump, lower just the tubing to the desired depth.
Record the depth to the pump intake (or tubing) in the field
workbook/GMDS.
o If the well has been previously sampled using low -flow purging and
sampling methods, begin purging at the rate known to minimize
drawdown. The goal is to induce a flow rate matching the well's
recharge rate by stabilizing drawdown. Frequently check the flow rate
and water level to verify that drawdown is stabilized and maintained. If
results from the previous sampling event are not available, begin purging
the well at the minimum pumping rate of approximately 100 milliliters
per minute (mL/min). Slowly increase the pumping rate to a level that
does not cause the well to drawdown more than about 0.3 feet, if
possible. Never increase the pumping rate to a level in excess of 500
mL/min (approximately 0.13 gallons per minute [gpm]). Record the
stabilized flow rate, drawdown, and time in the field workbook/GMDS.
o Certain hydrogeologic environments will result in monitoring wells with
very low yielding conditions in which stabilized drawdown is difficult to
attain. Typically, in these low -permeability settings, the geologic unit
being screened is composed of finer grained materials (silt and clays) or
fractured rock with discrete flow channels resulting in very low
hydraulic conductivities. These types of conditions may require
extremely low pumping rates to maintain the static water level within the
well. If the drawdown does not stabilize, which is a requirement of Low
Flow purging/sampling, an alternative method of sample collection
should be considered (EPA-SESD, 2017).
o For wells that either have very slow recharge rates or draw down
excessively at a low pumping rate, the Field Team Leader shall seek
guidance from the Supervising or Lead Scientist for the selection of an
appropriate alternative purging and sampling.
o Once an acceptable flow rate has been established and drawdown has
stabilized, it is acceptable to begin recording indicator field parameters
at specific intervals (usually every 3 to 5 minutes). Indicator parameters
are pH, specific conductance, turbidity, and dissolved oxygen (DO).
Although not considered purge stabilization parameters, temperature and
oxidation reduction potential (ORP) should be recorded during purging
(EPA-SESD, 2017). Base the frequency of the measurements on the
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 10 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
time required to completely evacuate one volume of the flow- through -
cell to ensure that independent measurements are made. For example, a
500-mL cell in a system pumped at a rate of 100 mL/min is evacuated in
five minutes. Typically, indicator parameters are monitored every three
to five minutes and recorded in the field workbook/GMDS. The water
level within the well and flow rate should also be recorded at five-
minute intervals to document stable drawdown is maintained. Adjust
pumping rates as needed.
• Low Flow Stabilization
Indicator parameters of water being withdrawn from the well during the
purging process should be monitored and recorded to confirm the presence
of representative groundwater. The volume of water that is withdrawn
should also be measured and recorded in the field workbook or on the
GMDS.
o During the purging process, water quality parameters will be measured
and recorded in the field workbook or on the GMDS. The purpose of
monitoring field parameters is to determine water chemistry
stabilization, thus confirming the presence of representative groundwater
from the aquifer in preparation for sample collection. Water -quality
parameters monitored to confirm groundwater stabilization include pH,
specific conductance, dissolved oxygen, and turbidity. Additional field
parameters to be routinely monitored, although not used for groundwater
stabilization determination, include temperature and oxidation reduction
potential (EPA-SESD, 2017).
o Water -quality stabilization is considered accomplished when three
consecutive readings of field indicator parameter measurements meet the
following established criteria (EPA-SESD, 2017):
■ pH ± 0.1 standard unit
■ Specific Conductance ± 5% in µS/cm
■ DO ± 0.2 mg/L or 10% saturation
o Temperature and ORP field measurements should not be used as
parameters for stabilization determination, however these parameters
should be measured and recorded during the purging process (EPA-
SESD, 2017).
o The target for turbidity is less than ten nephelometric turbidity units
(NTUs), which is twice the Primary Drinking Water Standard of five
NTUs. Turbid conditions with higher NTUs can bias laboratory
analyses for inorganic and hydrophobic parameters. In some
hydrogeologic environments, even with proper well design,
construction, and development, elevated turbidity values are encountered
due to natural aquifer conditions (EPA, 2002). When these conditions
occur, the following guidelines shall be considered.
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 11 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
■ If turbidity readings are slightly above 10 NTUs, but trending
downward, purging and monitoring should continue.
■ If turbidity readings are greater than 10 NTUs and have
stabilized to within 10% during three successive readings or
if purging has continued for more than an hour, consult the
Supervisor prior to collecting the groundwater sample.
• Low Flow Sampling
o Record the final pump settings, water level, and volume of water
removed in the field workbook/GMDS prior to sample collection.
o Measure and record the indicator parameter readings prior to sample
collection. Follow the recommended significant figures for each
parameter listed on the GMDS.
o Record comments pertinent to the appearance (color, clear, clear with
flocculate, turbid, sheen, etc.) and obvious odors (such as sulfur or
petroleum) associated with the water.
o Always wear a new pair of nitrile gloves for each well.
o Arrange and label sample bottles and ensure that preservatives are
added, as required. Do not overfill pre -preserved bottles. Include a
unique sample number, time and date of sampling, the initials of the
sampler, and the requested analysis on the label in accordance with
Appendix G. Additionally, provide information pertinent to the
preservation materials or chemicals used in the sample.
o Generally, maintain pumping rate used during purging for sample
collection. However, when collecting samples for volatile organic
compounds (VOCs), the flow rate should be reduced to 100 ml/min.
Collect samples directly from pump tubing prior to the flow -through cell
or via an in -line T-valve. Ensure that the sampling tubing remains filled
during sampling and attempt to prevent water from descending back into
the well. Minimize turbulence when filling sample containers. Fill the
labeled sample bottles in the following order:
➢ Metals and Radionuclides,
➢ Other inorganic analytes, and then
➢ Other water -quality parameters (including organics).
o Seal each sample and place the sample on ice in a cooler to maintain
sample temperature preservation requirements. Ensure a temperature
blank is placed in the cooler with samples.
o Note the sample identification and sample collection time in field
workbook/GMDS and on Chain -of -Custody form.
o Decontaminate non -dedicated equipment when sampling is complete, in
accordance with procedures outlined in the Decontamination of
Equipment SOP (Appendix E).
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 12 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
o Close and secure the well. Clean up and remove debris left from the
sampling event. Be sure that Investigative Derived Waste (IDW) is
properly containerized and labeled, if applicable.
o Review sampling records for completeness. Add additional notes as
necessary.
7.4.2.2. Equipment Purge Sampling
Equipment Purge (also referred to as Minimum Purge) is an alternative purging
method used primarily on monitoring wells which do not meet the stabilization
criteria of Low -Flow samplings due to slow recharge conditions (Kaminski,
2013). In these situations, the static water level in the well cannot be
maintained, even at reduced pumping rates during the purging process. The
Equipment Purge approach is preferred in both wells that historically exhibit
excessive drawdown during purging and in new wells that display an inability to
maintain a consistent water level during purging. The Equipment Purge
approach is preferred to the Conventional (volumetric) Purge approach, which
in low yielding wells results in dewatering the well (pumping the well dry) and
exposing the screened interval/filter pack to air (Kaminski, 2013). Exposure of
the screened interval to air promotes oxidation which can influence the redox
state in groundwater, affecting water chemistry, especially for inorganics, which
constitute important sampling parameters at Duke Energy sites. The Equipment
Purge method is also preferred over other Minimum -Purge and No -Purge
methods, such as Passive Diffusion Bags, HydraSleeves, and Snap Samplers,
which do not produce the volume of water needed to complete the analytical
suite typically required for Duke Energy sites. The water level should occur
within the screened interval of the monitoring well when utilizing the
Equipment Purge sampling approach. Equipment set up is similar to Low -Flow
purging/sampling with an appropriate pump, tubing and flow -through cell. One
volume of water equivalent to the volumetric sum of the tubing, flow -through
cell, and bladder (if used) should be withdrawn from the well flushing the
sampling equipment. Once the single volume of water has been removed, a set
of field parameters should be measured/recorded prior to sample collection.
This information is recorded in the field workbook/GMDS noting the sampling
method used.
7.4.2.3. Conventional Sampling
The Conventional method of groundwater sampling has been removing three to
five equivalent well volumes and recording water quality field parameters after
each well volume is removed. This is continued for three to five well volumes
to determine when stabilization occurs indicating representative groundwater.
Groundwater samples are then collected after a multiple well volume purge has
been conducted and indicator parameters have stabilized. It is acceptable to
sample after five wells volumes have been removed even though indicator
parameters have not stabilized. The Field Team Leader shall seek approval
from the Supervisor before utilizing the multiple volume method instead of the
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 13 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
low -flow method. In some cases, the permit may specify conventional well
volume purging.
o Purge Volume Calculation - Based on the depth -to -water (DTW) and
total depth (TD) measurements, the volume of standing water in the well
must be calculated using the following equation:
➢ Subtract DTW from TD to calculate the length of the
standing water column (L_wc) in the well.
TD-DTW=L we
o Multiply the length of the standing water column by the volume
calculation (gallon per linear foot of depth) based on the inner casing
diameter (see example list below) to determine the total standing water
volume; this represents one well volume.
V w = L we X2ar2
1-inch well = 0.041 gallon per linear foot
2-inch well = 0.163 gallon per linear foot
4-inch well = 0.653 gallon per linear foot
6-inch well = 1.469 gallons per linear foot
8-inch well = 2.611 gallons per linear foot
o Multiply the well volume calculated in the previous step by three and
five to obtain the approximate respective total purge volume. For wells
with multiple casing diameters (such as open bedrock holes), consult the
drill records and calculate the volume for each segment. Take the sum
of the values and multiply by three and five to determine the minimum
and maximum purge volumes, respectively.
o Fully document the volume calculation in the field workbook\GMDS.
• Conventional Purge
o Maintain reasonable pumping rates to avoid over pumping or
pumping the well to dryness, if possible. If necessary, adjust
pumping rates, reset pump intake depth, or extend pumping times to
remove the desired volume of water. The primary objective is to
avoid dewatering the well screen/filter pack.
o Upon reaching the target purge water volume, measure and record
the indicator parameters. Repeat this process for subsequent well
volumes until parameters have stabilized over three to five well
volumes. Monitor the DTW to determine if excessive drawdown is
occurring. It is acceptable to remove only the available well volume
for subsequent readings if drawdown has changed the equivalent
well volume. Do not allow the water contained in the pump tubing
to drain back into the well when the pump is turned off. Use an
inline check valve or similar device. The removal of three to five
well volumes may not be practical in wells with slow recovery rates.
If a well is pumped to near dryness, the well shall be allowed to
recover prior to sampling. It is preferred to collect samples within
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 14 of 31
Duke Energy Proprietary Business Information — Not for external distribution

AUTHORIZED COPY
two hours of purging after the well has recovered to provide enough
volume for sample collection. Do not collect samples after 24 hours
of purging because the water has re -stagnated within the well. If
necessary, the two-hour limit may be exceeded to allow for sufficient
recovery, but samples should be collected within 24 hours of purge
completion.
• Conventional Purge Stabilization
Indicator parameters of water being withdrawn from the well during the
purging process should be monitored and recorded to confirm the presence
of representative groundwater. Quantities of removed water should also be
measured and recorded in the field workbook or on the GMDS.
o During the purging process, water quality parameters will be measured
and recorded in the field workbook or on the GMDS. The purpose of
monitoring field parameters is to determine water chemistry
stabilization, thus confirming the presence of representative groundwater
from the aquifer in preparation for sample collection. Water -quality
parameters monitored to confirm groundwater stabilization include pH,
specific conductance, dissolved oxygen, and turbidity. Additional field
parameters to be routinely monitored, although not used for groundwater
stabilization determination, include temperature and oxidation reduction
potential (EPA-SESD, 2017).
o Water -quality stabilization is considered accomplished when three
consecutive readings of field indicator parameter measurements meet the
following established criteria (EPA-SESD, 2017).
pH f 0.1 standard unit
Specific Conductance f 5% in µS/cm
DO f 0.2 mg/L or 10% saturation
o The target for turbidity is less than ten nephelometric turbidity units
(NTUs), which is twice the Primary Drinking Water Standard of five
NTUs. Turbid conditions with higher NTUs can bias laboratory
analyses for inorganic and hydrophobic parameters. In some
hydrogeologic environments, even with proper well design,
construction, and development, elevated turbidity values are encountered
due to natural aquifer conditions (EPA, 2002). When these conditions
occur, the following guidelines shall be considered.
o If turbidity readings are slightly above 10 NTUs, but trending
downward, purging and monitoring should continue.
o If turbidity readings are greater than 10 NTUs and have stabilized to
within 10% during three successive readings, consult the Supervisor
prior to collecting the groundwater sample.
• Conventional Sampling
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 15 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
o If during the purging process the water level within the well was
substantially lowered to near dry conditions, allow the well to recharge
to ensure that adequate volume is available for sample collection. If
the well has not sufficiently recharged within two hours, consult the
project manager. At a maximum, sampling should be completed
within 24 hours of purging.
o Record the final pump settings in the field workbook/GMDS prior to
sample collection.
o Measure and record the indicator parameter readings after each well
volume is removed and prior to sample collection. Follow the
recommended significant figures for each parameter listed on the
GMDS.
o Record comments pertinent to the appearance (color, clear, clear with
flocculate, turbid, sheen, etc.) and obvious odors (such as sulfur odor
or petroleum odor) associated with the water.
o Always wear a new pair of nitrile gloves for each well.
o Arrange and label necessary sample bottles and ensure that
preservatives are added, as required. Include a unique sample number,
time and date of sampling, the initials of the sampler, and the
requested analysis on the label in accordance with Appendix G.
Additionally, provide information pertinent to the preservation
materials or chemicals used in the sample.
o If sampling with a pump, care shall be taken to minimize purge water
descending back into the well through the pump tubing. Minimize
turbulence when filling sample containers. Fill the labeled sample
bottles in the following order:
■ Metals and Radionuclides,
■ Other inorganic analytes, and then
■ Other water -quality parameters.
o If sampling with a bailer (extremely rare), slowly lower a clean,
disposable bailer through the fluid surface. Retrieve the bailer and fill
the sample bottles as described above. Care shall be taken to minimize
disturbing the sample during collection.
o Seal each sample and place the sample on ice in a cooler to maintain
sample temperature preservation requirements. Ensure a temperature
blank is placed in the cooler with samples.
o Note the sample identification and sample collection time in field
workbook or on the Groundwater Sampling Field Sheets/GMDS.
o Decontaminate non- dedicated equipment once sampling is complete,
in accordance with procedures outlined in the Decontamination of
Equipment SOP (Appendix E).
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 16 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
o Close and secure the well. Clean up and remove debris left from the
sampling event. Be sure that IDW is properly containerized and
labeled, if applicable.
o Review sampling records for completeness. Add additional notes as
necessary.
7.5 FIELD QUALITY CONTROL SAMPLES
7.5.1 Field quality control involves the routine collection and analysis of QC blanks to verify
that the sample collection and handling processes have not impaired the quality of the
samples.
7.5.2 The quality control samples to be collected during every groundwater sampling event and
their frequency are listed below:
7.5.2.1. Equipment Blank - a QC sample collected in the field by capturing deionized
water which is poured over or through a piece of sampling/purge equipment that
has been decontaminated. The equipment blank is prepared like the actual
samples and returned to the laboratory for identical analysis. An equipment
blank is used to determine if certain field sampling or cleaning procedures may
potentially result in cross -contamination of site samples or if atmospheric
contamination has occurred. One equipment blank sample will be prepared per
sampling event or per 20 groundwater samples, whichever is more frequent.
7.5.2.2. Field Blank - a QC sample prepared in the field of certified clean organic -free
water, which is poured into the appropriate sample containers onsite and
returned to the laboratory for analysis. A field blank is used to determine
potential atmospheric contamination of the samples. One field blank sample
will be prepared per sampling event or per 20 groundwater samples, whichever
is more frequent.
7.5.2.3. Sample Duplicate — a QC sample collected simultaneously with a standard
groundwater sample from the same sampling location under identical conditions
for the same analytical parameters but placed into separate sample containers.
Each duplicate should be assigned its own sample number so that it will be
blind to the laboratory. A duplicate sample is treated independently of its
counterpart to enable assessment of the laboratory performance by comparison
of the results. One duplicate sample will be prepared per sampling event or per
20 groundwater samples, whichever is more frequent
7.5.2.4. Temperature Blank — also known as Temperature Indicator (it is not really a
blank) is small container of clean water that is placed in the cooler with the
sample bottle kits for transport back to the laboratory after sample collection.
Upon arrival at the laboratory, the temperature is measured. The Temperature
Blank is not actually analyzed for the presence of contaminants.
7.5.3 Unless otherwise stated it is assumed that the QC have matching parameters to the
samples which they are qualifying. The exception to this case is the field blank, which
does not require TDS or filtered parameter bottles. This exception is true even if a TDS
or filtered parameter bottle was taken for the sample that the field blank is qualifying.
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 17 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
7.6 FIELD DOCUMENTATION
7.6.1 Daily field activities shall be recorded and maintained by the Field Team Leader.
Recorded activities shall be entered in the field workbook or on the Groundwater
Sampling Field Sheets placed into a field Logbook to include the following information
for each well:
• Well identification number
• Well depth
• Static water level depth
• Presence of immiscible layers (yes — no)
• Estimated well yield, if known
• Purge volume and purge pumping rate
• Time well purge began and ended
• Well evacuation procedure and equipment
• Field analysis data
• Climatic conditions including air temperature
• Field observations on sampling event
• Well location
• Name of collector(s)
• Date and time of sample collection
• Sampling procedure
• Sampling equipment
• Types of sample containers used and sample identification numbers
• Preservative used
7.6.2 The Field Team Leader shall review the recorded field entries for completeness and
accuracy. The Field Team Leader is responsible for completion of the required data
collection forms. At the end of each sampling event, complete a Post Sampling Well
Condition Report (Appendix F), noting all challenges encountered on site. Use
consistent, proper nomenclature for all field documentation of sample collection
(Appendix G).
7.7 DECONTAMINATION AND WASTE MANAGEMENT
7.7.1 Sampling equipment decontamination shall be performed in a manner consistent with the
Decontamination of Equipment SOP (Appendix E). Decontamination procedures shall
be documented in the field Logbook. IDW produced during sampling or decontamination
shall be managed in accordance with State and Station -specific rules for disposal of
wastes.
8. References
8.1 U.S. EPA. Region 4 - Science and Ecosystem Support Division, Groundwater Sampling
Operating Procedure. Document Number SESDPROC-301-R4, April 2017.
8.2 U.S. EPA. Region I, Low Stress (Low Flow) Purging and Sampling Procedure for the
Collection of Ground Water Samples from Monitoring Wells, Revision 2, July 1996
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 18 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
8.3 U.S. EPA. Region 4 - Science and Ecosystem Support Division, Field Equipment Cleaning and
Decontamination. Document Number SESDPROC-205-R3, December 2015.
8.4 N.C. Department of Environment and Natural Resources, Division of Waste Management, Solid
Waste Section, Guidelines for Groundwater, Soil, Surface Water Sampling, April 2008.
8.5 Purnell, Paul. "Operation of a Water/ Product Level Meter." Duke Energy Environmental Sciences
(2015).
8.6 Campbell, Chuck. "Operating Procedure for the Hach Model 2100P Portable Turbidity Meter." Duke
Energy Environmental Sciences (2014).
8.7 Kaminski, David. "Options for Sampling Very -Low -Yield Monitoring Wells", QED Environmental
Systems, Inc., October 2016.
9. Appendices
A. Example Sampling Equipment Checklist
B. Example Pre -Job Brief and Job Hazard Analysis
C. Example Daily Calibration Log
D. Example Groundwater Monitoring Data Sheet
E. Example Post Sample Well Condition Report
F. Sample Nomenclature and QA/QC Sample Protocol
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 19 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix A
Sampling Equipment Checklist
❑ Appropriate PPE (ex. safety vest, PFD, steel toe boots, tick guards, snake chaps, safety glasses, hard hat,
sunscreen)
❑ Rain Gear (jacket and pants)
❑ Case of Water
❑ Site Sampling Binder (sampling logs, calibration logs, legacy data)
❑ Truck Binder QHAs, General Contact List, SOPs and Procedural Documents, SDS Sheets, Environmental
Handbook, Health and Safety Manual, Car Accident Policy, Glove Policy and Groundwater Sampling
Checklist)
❑ Water Quality Analyzer with Cord and Dongle
❑ Display Unit for Meter
❑ Flow -Through Cell
❑ Laptop with Site Workbook (optional)
❑ Turbidimeters with Standards and extra cuvettes
❑ Water Level Indicators with extra batteries
❑ Bottle Kit with applicable Chain of Custody
❑ Extra Bottles
❑ Calibration Solutions
-pH, ORP, Conductivity, DO
❑ Dispenser with Milli-Q Water
❑ DI Water and Liquidox for Decon
❑ Pre-cut Peristaltic Tubing
❑ '/4 inch LDPE Tubing for Peristaltic (optional)
❑ 3/8-inch LDPE Tubing for Monsoon (optional)
❑ Surface Water Grab Pole (optional)
❑ Tool Kit
❑ Bucket, Water Basin
❑ Bolt Cutters and WD-40
❑ Well Keys and Spare #2 Locks
❑ Controllers with Hoses
❑ AED
❑ First Aid Kit
❑ Fire Extinguisher
❑ Peristaltic Pump (optional)
❑ Mega Monsoon (optional)
❑ Power Source with Containment
❑ Gub Tub with Essentials
- Gloves (nitriles and cut prooj), Control Valve, Tubing Cutters, Pens, Sharpies, Duct Tape, AccuWipes,
Graduated Cylinder
❑ Folding Table and Plastic Sheeting
❑ Clipboard
❑ Coolers with Ice
'version 1.0. Revised by Dee O'Brien 12/05/2018
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 20 of 31
Duke Energy Proprietary Business Information — Not for external distribution

AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix B
Pre -Job Brief and Job Hazard Analysis
Job/Operation Title:
Date: August 30, 2018 KKH
® Revised
Groundwater Sampling
❑ New
Project/Task/Activity
Analyzed By: Groundwater Science Team
Supervisor review/approval:
Safety
Title:
Maverick Raber, Spvr. GW Science
review/approval:
Groundwater Sampling
Linda Hickok, Mgr. Water Resources
Plant/Facility
Comments: Review JHA during pre job brief, refer to JHA when conditions change
Location: All
DETAILED
HAZARD DESCRIPTION: (Review
CONTROLS OR PROTECTIVE MESURES (Evaluate
RECOMMENDED
PROJECT, TASK,
types of hazards. Anticipate error trapes and
defenses, consider engineering/administrative controls and PPE.)
HPI TOOLS
ACTIVITY
foresee consequences)
DESCRIPTION
1 Working in
Rain, lightning, snow/ice, wind: increases
Wear rain gear/proper clothing for the weather. Move inside when
inclement weather
potential for slips & falls, lightning strike
thunder/lightning are present, follow site specific thunder/lightning
guidance if available, or, if not, wait 30 minutes after
thunder/lightningthunder/lightning cease before resuming work.
2 Working in hot
Hot weather can cause various
Learn the signs of various heat illnesses and how to respond if
weather
manifestations of heat stress, including heat
symptoms are observed. Watch co-workers for any indications of heat
cramps, head exhaustion, heat rash or heat
stress. Acclimate to hot weather season. Use sunscreen, ensure
QVV STAR
stroke.
adequate fluids are available for hydration, take frequent breaks. Wear
light-colored clothing, work in shade whenever possible.
3 Working in cold
Cold stress can occur when these factors
Learn the signs of various cold stress illnesses and how to respond if
weather
are present: cold temperatures, high or cold
symptoms are observed. Dress appropriately for expected conditions,
QVV STAR
wind, dampness, cold water. Mild to severe
using layers, gloves and a hat to prevent heat loss. Stay hydrated, take
hypotherm'a and frostbite can result.
breaks out of the cold, watch co-workers for signs of cold stress.
4 Evaluation of
Usual hazards involve potential to injure
Assess risks based on site and tasks to be performed. Ensure personnel
Personal Protective
head, hands, feet, eyes, hearing. Other risks
have hard hats, gloves for various tasks/requirements, safety shoes,
Equipment needs
to personnel could come from insects,
safety glasses, hearing protection and use of any/all items as
snakes and wildlife.
appropriate for the task. Have available insect repellent, snake chaps,
tick protection measures and other protections to use as needed.
5 Prepare for sampling
Potential to overload cart, pinch points, body
Pre -trip planning, proper loading of cart — place heavier items on bottom
trip/demobilize from
positioning, when lifting equipment, boxes
shelf, use two carts if needed to move materials. Use proper body
sampling trip
and coolers; possible breakage of glass
positioning and lifting techniques. Allow adequate time to complete tasks.
sample vials; time concerns
ADMP-ENV-EVS-00100 I Rev. 006 (05/2020) 1 Paqe 21 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix B
DETAILED
HAZARD DESCRIPTION: (Review
CONTROLS OR PROTECTIVE MESURES (Evaluate defenses,
RECOMMENDED
PROJECT, TASK,
types of hazards. Anticipate error trapes and
consider engineering/administrative controls and PPE.)
HPI TOOLS
ACTIVITY
foresee consequences)
DESCRIPTION
6 Calibrate field
Contact with chemicals, slips/trips/falls on
Use proper gloves when handling chemicals. Use nitrile or latex
equipment
wet floor
gloves to prevent hand exposure to acids in sample bottles, exposure
to potential contamination in the well water sample and/or potential
sample contamination from materials on hands or no-nitrile gloves.
Properly dispose of calibration solutions.
7 Load/unload
Proper lifting, pinch points, sharp
Use hand protections, perform 360' inspection of vehicle, proper
sampling vehicle
edges/surfaces, housekeeping/organization
lifting techniques (knees not back), get help lifting, proper footwear
in truck, drop hazards.
(steel/composite toed boots for the field), closed toes in the lab, eyes
on path, clean trucks at end of day, 3 points of contact on stairs, proper
planning
8 Driving, trailering
Objects in front of vehicle, other drivers,
Maintain following distance, perform 360°, vehicle inspections, load
on road
distractions, road conditions, time concerns
securement, hands free, no texting while driving, use spotter for
DOSER
backing, wheel chocks for dully/trailers, use pull -through spaces
whenever possible.
9 Driving, trailering
Objects in from of vehicle, rough terrain,
Assess terrain, use spotter to guide path on-site/off road, use
on road/on-site
dead ends, slippery conditions, hills
turnaround points, identify escape route, use 4-wheel drive when
DOSER
needed
10 Use ATV/Utility
Rollover, uneven terrain, overloading,
Review and follow JHA for utility vehicle use; assess terrain, use
vehicle to access
getting stuck
spotter to guide path on-site/off road, use turnaround points
DOSER
sampling location
1 1 Working alone
Injury, illness, lost in woods
Follow Lone Worker Protocol, establish means of contact and check -
in times, carry SPOT unit, ensure phone is charged and has reception.
12 Working along
Visibility to other drivers, potential for a
Assess road configuration and potential for vehicle to enter work zone.
roadside
vehicle to enter work zone and contact
Note whether highway merging, intersections or other unusually
company vehicle or worker
active conditions are present. Set up work zone, including parking
STAR
vehicle to act as a barrier between road and workers whenever
possible, use flashers, set up orange cones, use high visibility safety
vest.
13 Walking along
Potential for a vehicle to hit pedestrian
Walk facing traffic, except when crossing the road would be more
roadside
hazardous, wear high visibility safety vest, stay well off the shoulder
of the road, keep one hand free. Use wagon to more equipment if
needed.
ADMP-ENV-EVS-00100 I Rev. 006 (05/2020) 1 Page 22 of 31
Duke Energy Proprietary Business Information — Not for external distribution

AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix B
DETAILED
HAZARD DESCRIPTION: (Review types
CONTROLS OR PROTECTIVE MESURES (Evaluate defenses,
RECOMMENDED
PROJECT, TASK,
of hazards. Anticipate error trapes and foresee
consider engineering/administrative controls and PPE.)
HPI TOOLS
ACTIVITY
consequences)
DESCRIPTION
14
Construction work
Heavy equipment in the area
Discuss during PJB, wear reflective vest, make eye contact with driver
on sites
15
Access Wells
Uneven walking surfaces, pinch points,
Balance loads, keep on hand free if possible, remove well cap carefully
slips/trips/falls, carrying equipment,
and inspect for insect/critter hazards, use bug spray/insect repellent,
STAR
removing well cap (insects, snakes, etc.),
follow tick protection measures, use snake chaps as appropriate
ossible working along, ticks/mosquitoes
16
Set up sampling
Connecting battery (electrical shock),
Keep battery in containment, use care when handling, carrying and
equipment
slips/trips/falls, contact with potentially
connecting battery, use appropriate PPE/hand protection, keep on hand
contaminated water, spills, pinch points
free, look for potential pinch points and line of fire hazards.
17
Cut tubing
Cut to hand or other body part
Follow glove guidance: when performing non -sampling activities that
involve cutting, use gloves that have a minimum visible ANSI cut rating
of 4 or greater, with an exoskeleton for impact protection. In addition, use
only approved cutting tools to cut tubing: do not use knives, side cutters,
wire cutters, or other unapproved tools for this task
18
Collect samples
Slips/trips/falls (cords, tubing, buckets),
When performing tasks other than cutting, use nitrile or latex gloves to
contamination, splashes, branches, generator
prevent hand exposure to acids in sample bottles, exposure to potential
noise
contamination in the well water sample and/or potential sample
STAR
contamination from materials on hands or non-nitrile gloves.
Secondary containment for fuel, be aware of surroundings/weather/fire
ants, use PPE as appropriate to the task.
19
Winching
Incorrect connection, incorrect use, line of
Get training on proper use, follow proper practices when connecting and
fire
using winch, inspect cable prior to use
20
Working near
Slip/trip/fall, splashes, drowning
Use PFD within 10 feet of shoreline, use sampling tools such as sampling
water
pole to extend reach
21
Business unit
Review CCP safety supplement, familiarize team with other business unit
requirements/keys
keys to life, depending on site, discuss site -specific risks and business
to life
unit requirements before deploying to site to ensure preparedness
22
Public contact
Angry/di cult citizens/ neighbors
Call for help, stay in truck, engage in conversation if appropriate
23
Spill response
Contact with fuel or chemical, environmental
Review use of spill cleanup materials, stop spill as quickly as possible,
impact
use spill kit (each vehicle), notify site personnel, provide information in
support of any required reporting.
24
Pre-existing
Allergic reactions, diabetes, epilepsy, injures
Workers share their information with co-workers, if applicable show co -
medical conditions
asthma/heart attack
workers how to use any medical assistive devices have information for
each site about how to contact emergency services.
Site:
ADMP-ENV-EVS-00100 I Rev. 006 (05/2020) 1 Paqe 23 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix B
Signature Date Time In Time Out
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Pa e 24 of 31
Duke Energy Proprietary Business Information — Not for external distribution

AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix C
❑ CAMA ❑CCR []Landfill ❑NPDES ❑SPECIAL STUDY
DAILY CALIBRATION LOG
Site: Date:
FIELD PERSONNEL:
WEATHER: ❑SUNNY [-]PARTLY CLOUDY [-]OVERCAST
TEMPURATURE (APPROX):
INSITU SMARTROLL SERIAL #:
2100Q SERIAL #:
❑RAIN ❑SNOW
OF
Specific Conductivity
Buffer
Meter
Within f
Time:
Lot Number
Expiration
Temperature
Reading
10%?
(°C)
(µs)
(circle)
Standard Value As
Y N
Calibration Check of
As as Live Reading
Y N
Post Calibration Date: Time:
As Y N
pH
Buffer
Meter
Within f
Time:
Lot Number
Expiration
Temperature
Chart
pH(su)
Reading
0.1 su?
(°C)
(su)
(circle)
7.00 su
Y N
10.01 su
Y N
4.01 su
Y N
Check of 7.00 su as Live Reading
Y N
Within f
Post Calibration: Date: Time:
0.2 su?
circle)
7.00 su
Y N
10.01 su
Y N
4.01 su
Y N
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 25 of 31
Duke Energy Proprietary Business Information — Not for external distribution

AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix C
❑ CAMA ❑CCR [:]Landfill ❑NPDES ❑SPECIAL STUDY
DAILY CALIBRATION LOG
Site: Date:
Field Personnel:
ORP
Buffer
Adjusted
Meter
Within f
Lot Number
Expiration
Temperature
Value
Reading
20%?
Time:
(°C)
(mv)
(mv)
(circle)
mv
Y N
Post Calibration Date: Time:
mv I I I I I I Y N
Dissolved Oxygen
Temperature
Barometric
Chart DO
% Saturation
Within f 0.5?
(°C)
Pressure (mmHg)
(mg/L)
(%Sat)
(circle)
Time:
Y N
Calibration Check as Live
Y N
Reading
Post Calibration
Date:
y N
Time:
Turbidi
Time:
Standard (NTU)
Acceptance Range
(NTU)
Meter Reading
(NTU)
Within f 5%?
(circle)
Y N
Post Calibration -
Date:
Y N
Time:
Daily Turbidity Meter BLANK
DI Water (NTU)
Less than 0.10 NTU
Date:
Y N
Time:
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 26 of 31
Duke Energy Proprietary Business Information — Not for external distribution

Site:
AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix D
FIELD SAMPLING LOG
Well/SW ID:
Date:
❑ GROUNDWATER SAMPLE ❑SURFACE WATER SAMPLE ❑LEACHATE SAMPLE ❑WLO ❑WELL DEVELOPMENT
FIELD PERSONNEL:
WEATHER: ❑SUNNY ❑PARTLY CLOUDY ❑OVERCAST
COMPANY: AIR TEMPERATURE:
❑ DUKE ENERGY FIELD METER TYPE/SERIAL #:
❑OTHER: TURBIDIMETER TYPE/ SERIAL #:
❑RAIN [-]SNOW
OF
START PURGE TIME: SAMPLE COLLECTION TIME:
WELL DEPTH: (ft) DEPTH TO WATER: (ft) MULT FACTOR: 0.163[*(radius/12)2*3.14*7.48]
WELL DIAMETER: (in) HEIGHT OF WC: (ft) WELL VOLUME: (gal)
PUMP/TUBING INTAKE DEPTH: (ft) TOTAL VOL. PURGED: (gal)
TYPE OF PUMP:
❑Bladder
❑Peristaltic
012 Volt
❑Grundfos
El Other ( )
PURGE METHOD:
SAMPLING METHOD:
PUMP SETTING:
r
R
D
(psi) I (sec) I (sec) Low Flow Sampling Stabilizing Criteria
pH f 0.1 standard unit
Specific Conductance t 5% in NSlcm
• DO t 0.2 mg/L or 10% saturation
Turhirlity k—m than 1n NTlle
WATER
LEVEL
FLOW
RATE
VOLUME
REMOVED
TEMPERATURE
DO
SPECIFIC
CONDUCTANCE
pH
ORP
TURBIDITY
TIME
(FT)
x.xx
(mL/min)
x
(gallons OR
mL x.xx
CC)
x
(mg/L)
x.xx
(µS/cm)
x
(so)
x.xx
(mv)
x
(NTU)
x.x
PLEASE REFER TU THE BACK OF THIS SHEET 1F THE CHART ABOVE 1S FULL
IS REDEVELOPMENT NEEDED (>10 NUTS)? ❑YES ❑NO WERE ALL THE SAMPLES ON ICE WITHIN 15 MINUTES? ❑YES ONO
IS TURBIDITY METER DUPLICATE ❑YES ❑NO IS THE LOCATION FIELD VEHICLE ACCESSIBLE?
REQUIRED? ❑YES ❑NO
IS THE TURBIDITY METER DUPLICATE TAKEN WITHIN 15%? ❑YES ❑NO DUPLICATE 1 (NTU) DUPLICATE 2 (NTU)
FINAL SAMPLE OBSERVATIONS:
DETECTED ODOR (circle) None 112S Petroleum Earthy Musty Undetermined
ODOR STRENGTH (circle) None Minor Strong
APPERANCE (circle) Clear Cloudy Turbid Red/Iron Fitm on Surface Sheen Fines Floc
I_\1111YYri7►/_\Morel YOU
WELL TAG
PROTECTIVE
LOCK
DUST CAP
CONCRETE PAD
CASING
GOOD BAD NONE
GOOD BAD NONE
GOOD BAD NONE
GOOD BAD NONE
GOOD BAD NONE
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 27 of 31
Duke Energy Proprietary Business Information — Not for external distribution

AUTHORIZED COPY
Site:
Groundwater Monitoring and Sampling Collection 3175.6
Appendix D
Well/SW ID: Date:
TIME
WATER
LEVEL
FLOW
RATE
VOLUME
REMOVED
TEMPERATURE
DO
SPECIFIC
CONDUCTANCE
pH
ORP
TURBIDITY
(FT)
x.xx
(mL/min)
x
(gallons OR
mL x.xx
VC)
x
(mg/L)
x.xx
(µS/em)
x
(su)
x.xx
(mv)
W
(NTU)
x.x
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 28 of 31
Duke Energy Proprietary Business Information — Not for external distribution

AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix E
Well Condition Report for CCP Site Environmental, CCP S
Professionals and Duke SME
*Please see example in purple below
CLS Ash Basin and Landfill Well Condition Report
The Groundwater Science Team collected groundwater samples of the Ash Basin for NPDES compliance and
the CCP Landfill for Solid Waste compliance at Cliffside from April 24-25, 2018. The Field crew consisted of JAW,
AEH, RDP and DDH. The weather was about 50OF with rain on April 24t'', then 70OF and sunny on April 25t1i. Please
note the following issues were encountered during our sampling event.
Well ID
Program
Sample Date
Issue
Solution
CCPMW-ID
Solid Waste
Compliance
04/24/2018
Tall grass around concrete
pads increases the
potential for samplers to
encounter snakes and ticks
Please ensure that
access is clear before
an event occurs
Examples of other potential issues:
Access to
Access
Fallen tree
Road
Well
Well
Well lock
Tree root
well site is
around well
blocking
washing
found
found
rusted that
intrusion
poor
is
access
out,
unlocked
unlocked
needs
compromised
muddy or
replaced
needs
grading
Well cap
Bee hives
Broken
Evident
Fire ants
Concrete
Any (#2)
Stray dogs
needs
around or in
protective
tick
around
pad needs
locks
nearby
repair
well casting
well
population
well
repair
replaced
casting
around
well
Well caps
Well tags are
Bird nests
Water in
Flush
Flush
Damaged
Public
need
missing or
around or
flush
mount
mount
well
presence
replaced
damaged
in well
mounts
bolts/bolt
vault lid
casing
near well
casting
holes
cracked or
stripped
broken
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 29 of 31
Duke Energy Proprietary Business Information — Not for external distribution

AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix F
AMPLE NOMENCLATURE AND 0,A/QC EXAMPLE SAMPLE FREQUENCIES
Well Names: SITE followed by WELL ICE
-BITE —this is the site being sampled. Use the site abbreviation codes -
DEC Site
DEC Site Abbreviation
DER Site
DER Site Abbreviation
Allen
A LN
Asheville
ASV
Beiews
BLC
Asheville Airport
ASA
Buck
BSC
Cape Fear
CFR
Catawba
CNS
Harris
HNP
Cliffside
CLS
H_F_ Lee
LCC
Dan River
DRC
Mayo
MAY
McGuire
MINIS
Roxboro
ROX
Marshall
MSS
Satton
5OC
Oconee
ONS
Weatherspoon
WSC
Riverhend
RBS
Robinson
RNP
W.S_ Lee
LEE
ENO
ESS
WELL —this is the actual well ID
Example for well MW-105 at Dan River_ aRC_1V1W-1OS
QA Sample Names: SITE -TYPE -SAMPLER -NUMBER
TYPE —this is the type of QA sample. Use the QAtype abbreviation oodes:
QA Type QAAbbreviation ExampleFreguencwl
Equipment blank' EB Totals only (1 per 20 samples
Field Blanla3 FIB Totals and dissolvedffiltered (1 per site per day)
Filter Blank U & per Program requirements
Trip Blank TB VOCsandfar Dioxanes (1 per VOC cooler)
Field Duplicate FD Totals and dissolved/filtered (1 per site/unit per 20 samples)
=Equipment Blanks (EB) are collected for equipmentthat has risk of cross'rontamination pumps used from yell -to well)_ EBs
are not to he collected far depth-t-a-water in i€ators or disposable tubi ng unless identified as potential source of €omaminatic n.
}Feld Blanks (FI3)should be Dollectedfor the program with the most aomprehensiveana" list (usuaIlly CAIVIA)_ Other prograME
sampled that same day should note on their COC which CDC has the FB (for example, the CCR COC should indicate_ °Sge CAMA COC
for tvdo}fs f& j. These other programs do no# need to note the actual FB ID, just to reterence the other COC where it is assigned.
Field Blank anahisis should not include Rad, Cr6, 7DS, orTSS_
EXAMPLES
New for 2019: A Suffix of the DateJTime is now required for all.of the QA Sample Types, as follows;
Example equiprnent blanks at Dan River on July 25, 2019 at 1:00 PM: DRC_EB-20190725-1300
Example trip blank at Dan River on July 25, 2019 at 7:00AM (start of day): DRC_TB-20190725-0700
Example field blank at Dan River on August 1, 2019 at5.30PM: DRC_FB-20190801-1730
Example field duplicate for DRC_MW-1Sat Dan River Jan_ 2, 2019 at 910AM00: DRC_FD-201€90102-1
**Nate: To keep the field duplicates as Wind samples, only list the date_ If more than one is collected on the same
date, then add a suffix of -1, -2, in consecutive order sampled.
VEwsion 1.6. Ravdsed1wBA&d1fr 3113f2020
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 30 of 31
Duke Energy Proprietary Business Information - Not for external distribution

AUTHORIZED COPY
Groundwater Monitoring and Sampling Collection 3175.6
Appendix F
SAMPLE NOMENCLATURE AND QA/QC EXAMPLE SAMPLE FREQUENCIES
(Midwest and Florida)
Well Naril SITE followed by WELL ID
SITE — this is the site being sampled. Use the site abbreviation codes:
Site
Site Abbreviation
Site
Site Aboreviation
Cayuga
CYS
Gallagher
GLS
Crystal River
CSS
Gibson
GIT
East Bend
IT
Wabash
WRS
Dresser
IT
Noblesville
NBC
Edwardsport
EGS
Universal Ash Site
IJAS
WELL — this is the actual well ID
Example for well MW-105atCayuga: cys_MW ;
IT Sample Nall SITE -TYPE -SAMPLER -NUMBER
TYPE -this is the type of CIA sample. Use the IT type abbreviation codes:
QA Type QA Abbreviation Example Frequency
Equipment blank' EB Totals only (1 per 70 samples)
Field BIT FIT Totals and dissolved/filtered (1 Her site per day)
Filter Blank U & per Program requirements
Trip Blank TB VOCs an:/o- CioxaDes (1 perVOC cooler)
Field Duplirate FD Totals and : __: evc filtered (1 per site/unit per 20 samples)
'Equipment Blanks (EB) are collected far equipment that has risk o= cr? 32-€ontamination (e_g_ pumps used from well -to well)_ Ell
are not to The collected for depth -to -water indi€ators or disposable t j1;n.r unless identified as patential source of €antamination_
}Field Blanks (FE} should be DO IT for the program with the most immprehensitire an all list. Other programs sampled that same
day should note an their COC whidr COC has the FE (far example, the CCR COC should indicate: "See LF COC for roday's FB ). These
other progra ms do n of need to note the actua I FB I D, just to reference the other COC where it is assign ed_ Field Blank a nalysis
should not in€lude Radr CrSr TDSr or TSS.
EXAMPLES
New for 2019: A Suffi of the DateJTime is now required for all.of the QA Sarnple Typerk, as follows;
Example CCR Equipment Blank at Cayuga on July 25, 2019 at 8:1010 AM:
CYS_CCR-EB-20190725-0800
Example IDEM AT Filter Blank at Cayuga on July 25, 2019 at 1:15 IT
CYS_AB-FIB-20190715-1315
Example IDEM LIT Field Blank at Cayuga on August 1, 2019 at5:30PM:
CYS_LF-FHB-20190801-1730
Example CCR Field IT upIicatefor CYS_MVJ-15 at CayugaJan_ 2, 2019 at 910AIT CYS_CCR-FD-20190102-1
Example of a "Shared" Field Blank for several programs at Cayuga on 1/1/20:
CYS—SHARE-FB-70200101-08001
* *Nate_ To keep the fheld duplicates as blind sa rill only list the date- If more than one is collected on the same
date, then add a suffix of-1,-2, in consecutive order sampled.
frsrsioax 1.5. Rsras�d icy J311Losi<rsr 3!1 TI�02�
ADMP-ENV-EVS-00100 I Rev. 006 05/2020 Page 31 of 31
Duke Energy Proprietary Business Information - Not for external distribution

EHS Document Approval Form
Section A: Document Identification and type of action
Document no.: 3175
Revision no.- 6
1
Documentuue: Groundwater Monitoring
and Sampling Collection
Type of action:
Distribution List: (Who should be notified about this action)
❑ New El Cancellation
[I Suspension
Duke Energy - EHS
E Revision ❑ Ownership Change
❑ Renumber ❑ Periodic review completed, as required
Notification Date: ❑ As Published or ❑ Specify Date:
Applies to: (Select all that apolvl
❑ Duke Energy
❑ Duke Energy Indiana, Inc. ❑ Department
❑■ Duke Energy Carolinas, LLC
❑ Duke Energy Kentucky, Inc.
❑■ Duke Energy Progress, LLC
❑ Duke Energy Ohio, Inc. ❑ Other
❑ Duke Energy Florida, LLC
❑ Group
Security Restrictions Required: ❑ Yes
© No
If yes, explain see ir;,srjudon, on page 2
Compliance Applicability: (required field)
® None ❑ State Codes/Standards
❑ HIPAA ❑ Sarbanes-Oxley ❑ OSHA
❑ NERC ❑ FERC Standards of Conduct
❑ Patriot Act ❑ Other
Complete If submitting a form: (see instructions on page 2)
Does the form have a parent, governing or instructional procedure? ❑ No ❑ Yes (Procedure No: )
How is the form to be completed or used?
❑ Hard Copy (completed by hand) ❑ Online Data Entry (fillable PDF)
® Communication plan established
© Impact Reviews completed
Description of document action or summary of changes:
Updated groundwater sampling SOP.
Section B: Approval Who should sign? see instructions on page 2
Preparer(s)IAuthor(s)Mrlter(s) (signature not required):
Dee O'Brien, PG
Approval recommended (print name):
Bryan T. Moeller / `-
Date:
6/8I20
Approval recommended (print name): (signature)
Date:
Approval recommended (print name): (signature)
Dale:
Final Approval (print name): sign )
Zachary S. Hall 1
Date:
1 6/8/20
RETURN SIGNED FORM AS SCAONED PD� VIA E-MAIL
Keywords: procedures and forms: procedures program; dal: ADMP-PRO-AOS-OOM dm neM menage nt program �^ ADMF-PR0-EHS-Wo6
Applies to: Duke Energy - ErWomental, Health & Safety Rev. 0e2 W17
Page 1 of 2
AUTHORIZED COPY
Duke Energy Pmprtet'ary Business Information — Not for extemat dtstrtbutton

Appendix VI - NCDEQ Environmental Monitoring Report Form

APPENDIX V
NCDENR Environmental Monitoring Reporting Form

I pENR USE ONLY []Paper Report []Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
C DENR I IEnvironmental 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
T e of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑ Methane gas monitoring data
Groundwater monitoring data from private water supply wells ❑ Corrective action data (specify)
Leachate monitoring data ❑ Other(specify)
Surface water monitoring data
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
Affix NC Licensed/ Professional Geologist Seal
Signature Date
Facility Representative Address
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009