1117_GARAA_WQMRP_Rev.2_FID1896412_20240902

Ar' DUKE
ENERGY®
PROGRESS
September 9, 2024
410 S. Wilmington Street
NCRH 3
Raleigh, NC 27601
North Carolina Department of Environmental Quality
Attn: Ms. Sarah M. Moutos (Electronic Submittal Only)
Environmental Program Consultant
Division of Waste Management — Solid Waste Section
1646 Mail Service Center
Raleigh, NC 27699-1646
Subject: Greater Asheville Regional Airport Authority Structural Fills — Areas 1, 3 and 4, 1117-
STRUC-2020, Water Quality Monitoring and Reporting Plan, Revision 2
Dear Ms. Moutos:
Duke Energy (Duke) submits enclosed the updated version of the Water Quality Monitoring and
Reporting Plan (Revision 2) for the structural fills located at the Greater Asheville Regional Airport
Authority. The enclosed incorporates the items referenced in the North Carolina Department of
Environmental Quality cover letter to the permit issued August 20, 2024 (e.g. dissolved analysis for
certain surface water parameters, replacement wells for those abandoned due to construction activities,
clarification of status of surface water sampling locations and reporting efficiencies).
If you need any clarification regarding the information provided, feel free to contact me at
[e-mail] or 919-546-7863 at your convenience.
Respectfully submitted,
A //
John R. Toepfer, P.E.
Lead Engineer
Waste & Groundwater Programs
enc: Water Quality Monitoring and Reporting Plan, Structural Fills, Revision 2—Areas 1, 3 and 4, Greater Asheville Regional
Airport Authority, Permit No. 1117-STRUC-2020, September 6, 2024, by SynTerra Corporation
cc: Ed Sullivan, Ashley Healy, Teresa Williams and Chris Gilbert — Duke Energy
John Coon and Daniella Lajos - GARAA
Kelly Ferri — SynTerra Corporation

Water Quality Monitoring and Reporting Plan
Structural Fills — Areas 1, 3, and 4
Greater Asheville Regional Airport Authority
Permit No. 1117-STRUC-2020
Buncombe County, North Carolina
DUKE
ENERGY
PREPARED FOR:
Duke Energy Progress, LLC
PREPARED BY:
SynTerra Corporation
148 River Street, Suite 220
Greenville, SC 29601
Revision 2
September 6, 2024
s
-0 Kelly Ferri
Project Manager
Project Geologist

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Revision History
Revision
0
Company
Duke Energy
Date of Revision
October 2020
DescriptionRevision
Initial submission to North Carolina
Department of Environmental Quality
(NCDEQ)
1
SynTerra
November 2020
Incorporated NCDEQ comments and included
Corporation
seal by North Carolina licensed geologist
• Removed abandoned wells and added
replacement wells to the monitoring
network.
• Updated the surface water monitoring
locations.
• Updated surface water analysis
constituent list, which removed
2
SynTerra
September 6, 2024
dissolved analysis for constituents
Corporation
without Title 15A North Carolina
Administrative Code (NCAC) 02B
Surface Water and Wetland Standards
(02B standards).
• Revised the reporting schedule from
quarterly to semiannual. Reports will
be submitted 120 days after a
groundwater monitoring event.

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Table of Contents
1.0
Introduction.........................................................................................................1
1.1
Site Description.............................................................................................................................1
1.2
Site Geology and Hydrogeology...................................................................................................
2
2.0
Monitoring System..............................................................................................3
2.1
Groundwater Monitoring (15A NCAC 13B.0601).........................................................................
3
2.1.1 Monitoring Network — Area 1..................................................................................................
3
2.1.2 Monitoring Network - Area 3...................................................................................................
3
2.1.3 Monitoring Network - Area 4...................................................................................................
4
2.2
Groundwater —Well Construction and Decommissioning............................................................4
2.3
Monitoring Well Development.......................................................................................................
5
2.4
Well Maintenance..........................................................................................................................6
2.5
Well Decommissioning..................................................................................................................6
2.6
Surface Water Monitoring (15A NCAC 13B.0602).......................................................................6
3.0
Sampling and Analysis.......................................................................................8
3.1
Groundwater— Sampling and Analysis.........................................................................................8
3.1.1 Establishment of Background.................................................................................................
8
3.2
Surface Water — Sampling and Analysis.......................................................................................
8
3.3
Field Collection Procedures..........................................................................................................
9
3.4
Analytical Procedures....................................................................................................................9
4.0
Reporting..........................................................................................................
10
4.1
Well Abandonment Record Submittal.........................................................................................10
4.2
Well Construction Record Submittal...........................................................................................10
4.3
Water Quality Monitoring Report.................................................................................................10
5.0
Additional Data Collection..............................................................................
12
6.0
References........................................................................................................
13

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Appendices
Appendix I — Drawings
Appendix II — Tables
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 Sampling Procedures
Appendix VI — NCDEQ Environmental Monitoring Report Form

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
1.0 Introduction
This document provides the Water Quality Monitoring and Reporting Plan (WQMRP or Plan) for the
coal ash structural fills (Areas 1, 3, and 4) located at the Greater Asheville Regional Airport Authority
(GARAA or Site) (Drawing 1 in Appendix 1). This Plan is intended to satisfy the requirements of Title
15A of the North Carolina Administrative Code (NCAC) 13B .0504(1)(g)(iv). The purpose of this
document is to establish a monitoring plan for groundwater in the uppermost aquifer and surface
water adjacent to Areas 1, 3, and 4 during post -closure periods, and to identify the reporting schedule.
The WQMRP is designed to provide information to the North Carolina Department of Environmental
Quality (NCDEQ) Solid Waste Section (SWS) and Duke Energy Progress, LLC (Duke Energy)
personnel to evaluate potential effects on groundwater and surface water quality.
The pertinent geologic and hydrogeologic characteristics of the GARAA are assumed to be like those
at the nearby Duke Energy Asheville Steam Electric Plant. Information provided below is from the
Asheville Steam Electric Plant Comprehensive Site Assessment, prepared by SynTerra Corporation
for Duke Energy (SynTerra, 20120.
1.1 Site Description
The three separate structural fills (Areas 1, 3, and 4) were constructed with coal ash from the
nearby Asheville Steam Electric Plant. The three structural fills are depicted on Drawing 2 in
Appendix I. A description of the three structural fills is provided below:
Area 1
Area 1, completed in the fall of 2010, is a fill area encompassing approximately 18 acres on
the north end of the Site, east of the GARAA runway. The cover project that commenced in
2022 for Area 1 was designed to slope north at a 2.5 percent grade across the top. The
outer slope at the north end of Area 1 was designed to a 33 percent grade. A wetland area,
stormwater structures, and outfalls are located at the north toe of the Area 1 slope.
Downstream of Area 1, surface water flows into a confluence with the French Broad River.
A 100-foot-wide compacted soil is over the length of the 60-inch diameter stormwater pipe
that transects the ash fill. The pipe flows south to north and is part of drainage from the
GARAA runway areas. The compacted soil is to prevent ash from being placed within 50 feet
of the stormwater pipe.
Area 1 is lined with a geosynthetic clay liner (GCL) on the bottom and a geomembrane liner
as the cover. Construction to upgrade the cover system began in June 2022 and was
completed in May 2023. The approved cover system was constructed (from bottom to top)
with a geomembrane liner, a geocomposite drainage layer, a minimum of 30 inches of
protective cover soil layer, and 6 inches of vegetative soil cover. In addition, a geocomposite
underdrain was installed near the toe of the slopes.
The Construction Certification Report — Closure Cap System (Geosyntec, 2023) for the Area
1 cover installation was submitted to NCDEQ SWS in August 2023 and approved in August
2024.
Area 3
Area 3 encompasses approximately 29 acres west of the GARRA runway on the northern
portion of the Site. Area 3 is constructed (from bottom to top) with a compacted soil
subgrade, a geosynthetic clay liner (GCL), and a 60 mil geomembrane liner completed with

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
a leachate collection system positioned on top of the liner. The leachate collection system
began gravity draining to the Metropolitan Sewerage District (MSD) of Buncombe County in
approximately March 2014.
The cover for Area 3 is a 40 mil textured high -density polyethylene (HDPE) flexible
membrane liner (FML) with an overlying soil cover. The soil cover is 6 feet thick on top of the
fill area and 2 feet thick on the side slopes.
Area 4
Area 4, located at the southern portion of the Site to the west of the GARAA runway, was
substantially completed on April 1, 2015. Area 4 is constructed (from bottom to top) with a
compacted soil subgrade, GCL, and a 60 mil geomembrane liner with a leachate collection
system positioned on top of the liner. The leachate collection system was previously gravity -
drained to the MSD from approximately August 2013 until approximately April 2019, when
flows ceased and the connection to the MSD system was closed.
The cover system is similar to Area 3 noted above, but it was designed with a 30-mil
geomembrane cap. The soil cover is six feet on top and two feet on the side slopes as
designed.
1.2 Site Geology and Hydrogeology
The GARAA is located within the Blue Ridge physiographic province. The Blue Ridge belt is
an extensive thrust sheet separated from the Piedmont geologic belt on the southeast by the
Brevard zone and bounded from the northwest by low angle thrust faults that have created
the Valley and Ridge physiographic province in eastern Tennessee. The Brevard zone is
characterized by major faults trending southwest to northeast and associated cataclastic
rocks with a typical dip toward the southeast. This zone, as marked by two major thrust
faults in the Skyland Quadrangle, passes nearby to the GARAA. In general perspective, the
area underwent folding and faulting along with several periods of metamorphism with
igneous intrusion. Folding and faulting of the bedrock creates preferential pathways that
affect both groundwater flow direction and velocity.
Geology at the GARAA consists of overburden, also referred to as regolith, and
metamorphic bedrock. In stream valleys, fluvial deposits, also referred to as alluvium, overlie
bedrock. The metamorphic bedrock, primarily schist and gneiss, tends to be exposed on the
ground surface along topographic ridges, road cuts, and in stream or river valleys. Where
metamorphic bedrock has been weathered, saprolite, slit, sand, and clay are found overlying
bedrock. The transition zone, a combination of partially weathered rock and saprolite
typically found above competent bedrock, can be a significant hydrogeologic feature in the
system.
In Area 1, the groundwater monitoring wells were installed in the saprolite, except for well
MW-4A-Al, which is screened across the saprolite and partially weathered rock.
In Area 3, the groundwater monitoring wells were installed screened across the saprolite and
partially weathered rock, except for well MW-1-A3, which is fully screened in partially
weathered rock.
In Area 4, four of the groundwater monitoring wells were installed in the saprolite and the
remaining three wells were fully screened in partially weathered rock.
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Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
2.0 Monitoring System
Performance of the engineered base liner system and engineered cover for the three structural fills
are evaluated for control of releases to the environment based on water quality of groundwater
downgradient of Areas 1, 3, and 4 and surface water downgradient of Area 1. Sample location
descriptions are presented in Table 1 in Appendix II.
2.1 Groundwater Monitoring (15A NCAC 13B .0601)
2.1.1 Monitoring Network —Area 1
The groundwater monitoring network for Area 1 consists of eight monitoring wells and is
designed to yield groundwater samples representative of the uppermost aquifer conditions
downgradient of Area 1. The groundwater monitoring network consists of two background
wells located upgradient of Area 1 to determine background concentrations and six
downgradient water quality wells to monitor performance of the engineered liner system. The
water quality monitoring wells and groundwater flow direction in the uppermost aquifer
beneath Area 1 are depicted on Drawing 3 in Appendix I.
Three of the monitoring wells (MW-1A-A1, MW-4A-Al, and MW-5-Al) were installed in 2009.
Four monitoring wells (MW-6-Al, MW-7-Al, MW-8-Al, and MW-9-Al) were installed in 2018.
Monitoring well MW-2A-Al was abandoned in October 2022 to facilitate construction of the
Area 1 cover project. A new monitoring well (MW-2B-Al) was installed as a replacement well
for MW-2A-Al within the same flow zone. One additional well (MW-1-Al) located north and
downgradient of Area 1 beyond the review boundary is designated to be used only for water -
level measurements.
Upgradient (background) water quality wells include:
• MW-4A-Al
• MW-9-Al
Downgradient water quality wells include:
• MW-1A-A1
• MW-2B-Al
• MW-5-Al
• MW-6-Al
• MW-7-Al
MW-8-Al
Monitoring well construction details are included in Table 2 in Appendix II. Boring logs and
well construction records are provided in Appendix III.
2.1.2 Monitoring Network - Area 3
The groundwater monitoring network for Area 3 consists of seven monitoring wells and is
designed to yield groundwater samples representative of the uppermost aquifer conditions
downgradient of Area 3. The water quality monitoring wells and groundwater flow direction in
the uppermost aquifer beneath Area 3 are depicted on Drawing 4 in Appendix I.

Permit No. 1117-STRUC-2020
Water Quality Monitoring and Reporting Plan
Downgradient water quality wells include:
• MW-1-A3
• MW-2-A3
• MW-3-A3
• MW-4-A3
• M W-5-A3
• M W-6-A3
• MW-7-A1
Revision 2, September 6, 2024
Monitoring well construction details are included in Table 2 in Appendix II. Boring logs and
well construction records are provided in Appendix III.
2.1.3 Monitoring Network - Area 4
The groundwater monitoring network for Area 4 consists of six downgradient monitoring wells
to monitor groundwater quality in the uppermost aquifer and one background well located
upgradient of Area 4 to determine background concentrations. The water quality monitoring
wells and groundwater flow direction in the uppermost aquifer beneath Area 4 are depicted on
Drawing 5 in Appendix I.
Upgradient (background) water quality well includes:
• MW-1AR-A4
Downgradient water quality wells include:
• M W-2-A4
• M W-5-A4
• MW-5D-A4
• M W-6-A4
• M W-7-A4
• M W-9-A4
Monitoring well construction details are included in Table 2 in Appendix II. Boring logs and
well construction records are provided in Appendix III.
2.2 Groundwater — Well Construction and Decommissioning
Each monitoring well was constructed as a Type II well in accordance with the North
Carolina Well Construction Standards (15A NCAC 02C .0108) and guidance provided by
NCDEQ (NCDEQ, 2023). A North Carolina licensed driller installed the monitoring wells, and
a North Carolina licensed geologist or qualified environmental scientist oversaw drilling and
well installation activities for the monitoring wells.
For Type II wells, the wells were installed to intersect the uppermost aquifer and located
where the estimated long-term seasonal high water table is above the top of the screened
interval. Type II wells consist of 2-inch Schedule 40 polyvinyl chloride (PVC) casing and
screen. Screens are 0.010-inch machine slotted and generally 15 feet in length. The annular
space between the borehole wall and well pipe from the bottom of the borehole up to
approximately 2 feet above the top of the screen consists of environmental grade silica sand
properly sized to the formation material and screen. A 1- to 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
su rface.
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Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
A 4-inch by 4-inch square steel or aluminum protective casing with a locking cap was placed
over the well riser pipe, extending approximately 3.5 feet above the ground surface. The
protective casing was seated into place with a 2-foot by 2-foot square concrete pad and
provided 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
• Warning stating well is not for water supply and that groundwater may contain
hazardous materials
Well construction details for the existing monitoring wells are shown in Table 2 in Appendix
II. Boring logs and well construction records are included in Appendix III. Well construction
records and boring logs for any new wells added to the network would be provided to the
NCDEQ SWS.
A typical monitoring well construction detail is provided on Drawing 6 in Appendix
Constructed monitoring wells are located by a North Carolina professional land surveyor to
within +0.1 feet on the horizontal plane and +0.01 feet vertically in reference to existing
survey points and developed in accordance with 15A NCAC 02C .0108(q).
Dedicated stainless steel bladder pumps are installed to help reduce agitation during
sampling, resulting in lower sample turbidity and minimizing the risk of cross -contamination
from well to well. Pump intakes are generally set within the center of each well screen.
If a monitoring well no longer provides a sample representative of the quality of groundwater
passing the relevant point of compliance, the NCDEQ SWS will be notified. The Owner or
Owner's Representative will re-evaluate the groundwater monitoring network and provide
recommendations to the NCDEQ SWS for modifying, rehabilitating, decommissioning, or
installing replacement or additional monitoring wells, as appropriate.
2.3 Monitoring Well Development
After well installation, each monitoring well was developed to reduce clay, silt, sand, and
other fines that may have been introduced into the well or filter pack during installation, and
to interconnect the well with the aquifer. Development of the 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 (i.e., temperature, pH, and specific
conductance) were obtained.
Well development equipment (e.g., bailers, pumps, surge blocks) and additional equipment
that contacted subsurface formations were decontaminated prior to on -Site use, between
consecutive on -Site uses, and between consecutive well installations.

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Samples withdrawn from the monitoring wells should be relatively clay- and silt -free;
therefore, existing wells may require future redevelopment based on observed turbidity
levels during sampling activities. If required, redevelopment of a monitoring well will be
performed in a manner similar to that used for a new well.
2.4 Well Maintenance
Monitoring wells will be maintained in accordance with design specifications 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 need to be provided to inhibit erosion or deposition at the well or damage to
concrete well pads.
2.5 Well Decommissioning
If a monitoring well becomes unusable during the monitoring period of the structural fills, the
well will be decommissioned in accordance with the appropriate procedures. 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 or engineer:
• Monitoring well name
• Description of the procedure by which the monitoring well was decommissioned
• Date when the monitoring well was considered to be taken out of service
• Date when the monitoring well was decommissioned
A monitoring well abandonment record (GW-30 form) will be provided to the SWS
documenting the well decommission.
2.6 Surface Water Monitoring (15A NCAC 13B .0602)
The surface water monitoring network is designed to monitor the quality of jurisdictional
waters. Surface water is monitored at one background location and four sample locations.
Surface water is also observed at four surface water observation locations to be sampled if
sufficient flow is observed. The sample locations are used to monitor performance of the
structural fill engineered base liner system and closure system. The surface water
monitoring network is shown on Drawing 7 in Appendix I.
[.1

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Upgradient (background) surface water sample location:
• SW-2-Al
Downgradient surface water sample locations:
• SW-3-Al • SW-9-Al
• SW-5-Al • SW-10-Al
Surface water observation locations to be sampled if sufficient flow is observed:
• SW-413-A1 • SW-6-Al
• SW-4C-Al . SW-8-Al
7

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
3.0 Sampling and Analysis
Groundwater will be sampled and analyzed on a semiannual basis and surface water will be sampled
and analyzed on a quarterly basis for at least the first three years of the performance monitoring
period (PMP). With the approval of the NCDEQ SWS, the surface water sampling may transition to a
semiannual basis.
3.1 Groundwater — Sampling and Analysis
Groundwater samples are collected in accordance with 15A NCAC 13B .0601 and guidance
provided by NCDEQ (NCDEQ, 2023). Field collection procedures, labeling, chain -of -custody
(COC) documentation, and laboratory receipt are included in the Duke Energy Groundwater
and Sampling Collection Procedure provided in Attachment 1 in Appendix IV. Constituents
to be analyzed along with their respective analytical methods are listed in Table 3A in
Appendix II. Groundwater samples will be compared to Titlel5A, NCAC, Subchapter 02L,
Groundwater Classification and Standards (02L standards). In addition, field parameters,
including but not limited to, pH, conductivity, dissolved oxygen (DO), oxidation-reduction
potential (ORP), temperature, and turbidity, will be measured during each sampling event.
3.1.1 Establishment of Background
Three background groundwater monitoring wells are at the GARAA. Two
background monitoring well are located upgradient of Area 1 and one background
location is located upgradient of Area 4. There are no background wells upgradient
of Area 3. The following three upgradient well locations have been used to evaluate
background concentrations at the site:
Area 1 Background Wells
• MW-4A-Al (sampled since 2009)
• MW-9-Al (sampled since 2018)
Area 4 Background Well
• MW-1A-A4 [sampled from 2012 to 2015 (abandoned)]
• Replacement well MW-1A-A4R [sampled from 2015 to 2022 (abandoned)]
• Replacement well MW-1AR-A4R (sampled since 2022)
3.2 Surface Water — Sampling and Analysis
In accordance with a prior permit, surface water monitoring locations were established for
Area 1. The surface water monitoring locations downgradient of Area 1 are depicted on
Drawing 7 in Appendix I. Samples are collected at each location if flowing water is observed
during the sampling event. Constituents (total and dissolved) to be analyzed along with their
respective analytical method are listed in Table 313 in Appendix II. Surface water data will be
compared to respective Classifications and Water Quality Standards Applicable to Surface
Waters and Wetlands of North Carolina, as defined in 15A NCAC 02B .0200 (02B
standards). In addition, field parameters, including but not limited to, pH, conductivity,
temperature, and turbidity will be measured.
Surface water sampling will be conducted at locations SW-2-Al, SW-3-Al, SW-5-Al, SW-9-
All, and SW-10-Al for the total and dissolved constituents listed in Table 313 in Appendix II.
0

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Observations will be conducted at locations SW-413-A1, SW-4C-Al, SW-6-Al, SW-8-Al to
monitor for evidence of seepage. SW-6-Al and SW-8-Al were destroyed in 2022 during
construction of the Area 1 cover project.
Surface water sampling is proposed for the first five years following installation of the Area 1
cap. Quarterly surface water sampling is planned for at least the first three years of the PMP,
which began with the July 2023 surface water sampling event. During at least one out of
every four monitoring events, samples will be collected using the procedures for hardness -
dependent freshwater metals outlined in 15A NCAC 02B .0211(11).
If during the PMP, Duke Energy demonstrates to NCDEQ that discharges from Area
1 are not occurring for 2 consecutive years (eight consecutive monitoring events),
Duke Energy may move to semiannual surface water monitoring of SW2-Al
([background location of 60-inch reinforced concrete pipe (RCP) corridor], SW9-Al
(downgradient location at 15-inch RCP discharge), and SW3-Al (farthest
downstream sampling point on GARAA property), provided that Duke Energy shall
resume quarterly sampling at the locations in the section above if NCDEQ
subsequently determines that a discharge is occurring.
Extension of PMP: If NCDEQ determines that discharge from Area 1 occurs during
the final 2 years of the PMP (initial 5-year monitoring period) NCDEQ may require
that Duke Energy extend quarterly testing beyond the initial 5- year period. NCDEQ
may require that this quarterly testing continue until this testing shows that no surface
water discharge is occurring for a period of 2 consecutive years (eight consecutive
quarterly monitoring events).
3.3 Field Collection Procedures
Duke Energy Groundwater Sampling Collection Procedure 3175.6 (Attachment 1 in
Appendix IV) shall be followed when collecting groundwater samples on -Site.
The Duke Energy Sample Collection Guideline (Attachment 2 in Appendix IV) shall be
followed when collecting surface water samples on -Site.
3.4 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 U.S. Environmental Protection Agency (USEPA)
and North Carolina certification requirements may be used for analyses with approval by
Duke Energy.
The analytical procedures used for this groundwater and surface water monitoring program
are listed in Tables 3A and 3B in Appendix II. The laboratory must report detections of
constituents (as revised in the October 27, 2006, NCDEQ SWS memorandum and February
23, 2007, addendum).
The Duke Energy Laboratory Analysis Plan, including quality assurance and quality control,
is provided in Attachment 3 in Appendix IV and shall be followed for analysis of water quality
samples.
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Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
4.0 Reporting
4.1 Well Abandonment Record Submittal
A certified record of well abandonment (form GW-30) will be submitted to the NCDEQ
Division of Water Resources within a period of 30 days after well abandonment in
accordance with 15A NCAC 02C .0114. A copy of the NCDEQ GW-30 Well Abandonment
Record form is included in Appendix V.
4.2 Well Construction Record Submittal
A certified record of well construction (form GW-1) will be submitted to the NCDEQ Division
of Water Resources within a period of 30 days after well completion in accordance with 15A
NCAC 02C .0114. A copy of the NCDEQ GW-1 Well Construction Record form is included in
Appendix V.
4.3 Water Quality Monitoring Report
One semiannual report will be submitted to the NCDEQ SWS within 120 days of the quarter
2 groundwater sampling event. This report will include monitoring results for one
groundwater monitoring event and two surface water sampling events. An annual report, as
required by the settlement agreement, will be submitted within 120 days following the quarter
4 groundwater monitoring event, and will include results from four quarterly surface water
monitoring events and two groundwater monitoring events.
The report will include, at a minimum:
• A completed NCDEQ SWS Environmental Monitoring Report Form (Appendix VI)
• A USGS topographic map
• A figure that includes relevant facility features and monitoring locations sampled as a
part of this Plan
• A groundwater flow map with arrows indicating flow direction prepared from the
current monitoring event that includes surface water sampling locations
• Sampling and analysis data including:
o Monitoring data sheets
o Field calibration forms
o COC records
o NC -certified analytical laboratory reports with quality assurance/quality control
information and summary tables
o Data validation checklists
A table of groundwater detections for each monitoring location, which will provide:
o Analytical results reported in relevant screening value units, except for field
parameters
o Laboratory method detection limits
o Appropriate North Carolina regulatory standards (02L standards)
o Constituent concentrations greater than regulatory standards shown in bold
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Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
o Field parameters
• A groundwater monitoring well construction table
• A table with calculated groundwater elevation and groundwater flow rates
• A table for surface water monitoring locations, which will provide:
o Analytical results reported in relevant screening value units, except for field
parameters
o Laboratory method detection limits
o Screening values:
■ Appropriate North Carolina regulatory standards (02B standards)
■ USEPA criteria as applicable
■ Field parameters
• An electronic data deliverable (EDD) spreadsheet in the required format for analysis
data
The SWS will be notified if vendor lab analyses have not been completed within 120 days of
the sampling event. 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.
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Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
5.0 Additional Data Collection
A total of nine piezometers were installed in Area 1; six were installed to monitor pore water within the
fill material, two (PZ-2 and PZ-3D; Drawing 8 in Appendix 1) were installed beneath the GCL to
monitor groundwater elevation, and one (PZ-7) was installed outside the coal combustion product
(CCP) limits in the soil -only corridor and screened above the GCL. Six piezometers (PZ-1, PZ-2, PZ-
3, PZ-4, PZ-5, and PZ-6) were installed in November 2017, and three piezometers (PZ-2S, PZ-3D,
and PZ-7) were installed in August 2018.
Piezometers screened within fill material
• PZ-1 • PZ-4
• PZ-2S • PZ-5
• PZ-3 • PZ-6
Piezometers screened below the GCL to monitor groundwater elevations
• PZ-2
• PZ-3D
Piezometer screened outside CCP limits but above the GCL to monitor pore -water within the soil
only corridor.
• PZ-7
The piezometers are designated to be used only for water -level measurements. Pressure transducers
were installed in May 2023, to continuously monitor water levels within the fill material and
groundwater elevations beneath the GCL. The water quality monitoring wells, piezometers screened
within groundwater, and the groundwater flow direction in the uppermost aquifer beneath Area 1 are
depicted on Drawing 3 in Appendix I.
12

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
6.0 References
The references cited below were used in the preparation of this WQMP and may or may not be
referenced within the text.
Geosyntec. (2023). The Construction Certification Report — Closure Cap System — Asheville Regional
Airport — Area 1. August 18, 2023.
NCDEQ and Duke Energy (2020). Settlement Agreement — Greater Asheville Regional Airport
Authority. North Carolina Department of Environment Quality and Duke Energy Progress, LLC.
October 2020.
NCDEQ. (2020). Environmental Data Submissions. North Carolina Department of Environmental
Quality. 2020 Retrieved May 16, 2023, from
https://edocs.deq.nc.gov/WasteManagement/DocView.aspx?id=l 419626&dbid =0&repo=Wast
eManagement&searchid=ec6f4b82-3cb5-43e5-a214-ea22139492f4&cr=1
NCDEQ. (2023). Environmental Monitoring — Field Measurement and Sampling Procedures. North
Carolina Department of Environmental Quality. Retrieved May 16, 2023, from
https://www.deg.nc.gov/about/divisions/waste-management/solid-waste-section/compliance-
and-monitoring/environmental-monitoring
SynTerra. (2020). Comprehensive Site Assessment Update - Asheville Steam Electric Plant.
December 1, 2020.
13

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Appendices

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Appendix I — Drawings

Asheville
't03
/� �VAL91Y-DR
J
� GEaysA,R � ti
AC RD 1 -
R /` ♦ ' o
10• e
at • �_�_ AREA
'k �Itii .o DESIGNAVE
BRAN R �♦
__ • �
=�V 1 i 1�-mil 280
^�-. ��,♦ 0� ,�I�I ♦ - ----" BUNCOMBE_------._._._ _.-HNDER( 0N COUI..
BORROW IL
sso� PIT i +� 1 • * ^ GREATER
I ♦ 1 0o ASHEVILLE REGIONAL
p3ol ! . f + • 1 `• AIRPORT AUTHORITY
i PROPERTY BOUNDARY
2i' 2 Ls y ..� AREA 3 a.r AShevilfe
Buck Shoals( `.
-
+ ♦ o
�r •4RKOR REVIEW BOUNDARY
'9'94 • ob NNING BRID
,1 4
AREA4/ z COMPLIANCE BOUNDARY
COAL COMBUSTION
,� ' PRODUCT LIMITS
N V '144E
F s ei • �1"� a
� � /fop • /
cane Cref
NOTES: �e
1. ALL BOUNDARIES ARE APPROXIMATE.
2. USGS TOPOGRAPHIC MAP, OBTAINED FROM ESRI AND THE NATIONAL,'
MAP (TNM), LAST UPDATED JUNE 2024,
(' DUKE
DRAWING 1
SITE LOCATION MAP
STRUCTURAL FILL AREAS 1, 3, AND
ENERGY
BUNCOMBE
PERMIT NUMBER 1117-STRUC-2020
COUNTY wNsronsA eM
PROGRESS
WATER QUALITY MONITORING AND REPORTING PLAN - REVISION 2
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
FLETCHER, NORTH CAROLINA
ASHEVILLE CHARLOTTE
DRAWN BY. C. WYATT DATE: 06/08/2022
GRAPHIC SCALE
REVISED BY: L. FOREMAN DATE. 08/21/2024
ia0o 0 ioo0 zac0
CHECKED BY.C. KEY DATE 0821/2024
WnTena
FERRI
APPROVED BY K. FERRI DATE' 08121/2024
(IN FEET)
www.synterracorp.com
PROJECTMANAGER: K-FERRI
GAO ARCGIS PRO PROJECTS\DUKE_ENERGYWSHEVILLE\2023\ASHEVILLEREGAIRPORT_OUARTERLY_WATEROUALITYMONITORINGREPORT\ASHVILLEREGAIRPORT
OWOMR APRIL2023-APRY

MW-6-A3
MWy1-A1 MW-2B-A1
M VV-6-A 1
M W-5-A3
MW-1A-Al
'
DETENTION
MW-7-A7
POND _
MW-8-Al
MW-4-A3
1
�► ��
• MW-9-A1 )
LN MW-3-A3
•
t
t '�� p^
MW-2-A3
LEGEND
BACKGROUND MONITORING WELL
REVIEW BOUNDARY MONITORING WELL
MONITORING WELL- WATER LEVEL ONLY
STRUCTURAL FILL AREA i
STRUCTURAL FILL AREA 3
STRUCTURAL FILL AREA 4
REVIEW BOUNDARY
COMPLIANCE BOUNDARY
— - — COAL COMBUSTION PRODUCT LIMITS
PROPERTY BOUNDARY (APPROXIMATE)
SURFACE WATER FLOW DIRECTION
. LOCATION OF WELL MW-1-Al TAKEN FROM GEOSYNTEC DRAWING
'INSTRUMENTATION AND MONITORING WELL LOCATIONS", MAY 2020).
)THER WELL LOCATIONS, COAL COMBUSTION PRODUCTS LIMITS,
IEVIEW BOUNDARY AND COMPLIANCE BOUNDARY TAKEN FROM SBME
IRAWING ( "GROUNDWATER FLOW MAP STRUCTURAL FILL", DECEMBER
2, 2010).
. COAL COMBUSTION PRODUCTS LIMITS, REVIEW BOUNDARYAND
:OMPLIANCE BOUNDARY TAKEN FROM S&ME DRAWING
"GROUNDWATER FLOW MAP STRUCTURAL FILL", DECEMBER 12, 2010).
,REAS 3 AND 4 BASED ON DRAWING BY FRANKLIN S. CRAIG, P.E. OF
3ASTONIA, NORTH CAROLINA ("AREA#4-ALL PHASES ENGINEERED FILL
iESIGN", SHEET E-1, JUNE 30, 2011).
. ALL BOUNDARIES ARE APPROXIMATE.,
. AERIAL IMAGERY OBTAINED FROM ESRI ONLINE, DATED FEBRUARY 18,
4
023.
y
DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA
•TATE PLANE COORDINATE SYSTEM FIPS 3200 (NAD83).
GRAPHIC SCALE
650 0 650 1,300
�� /� ��
s Y � TerljGI
(IN FEET)
DRAWN BY. C. WYATT
DATE: 06/08/2022
DUKE
REVISED BY. L. FOREMAN
CHECKED BY. C. MCCLUSKEY
DATE 08/21/2024
DATE: 08/21/2024
tnENERGY
APPROVED BY. K. FERRI
DATE. 08/21/2024
PROJECT MANAGER K. FERRI
PROGRESS
.........
W, T ,r.
EWAN
FPTINING Sit1nGE R13,
iF z
oy —
N I.
• ,=ice ��
1p
DETENTION
POND
DRAWING 2
GROUNDWATER SAMPLE LOCATION MAP
STRUCTURAL FILL AREAS 1, 3, AND 4
PERMIT NUMBER 1117-STRUC-2020
WATER QUALITY MONITORING AND REPORTING PLAN
REVISION 2
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
FLETCHER, NORTH CAROLINA

CONCRETE HEADWALL MW-1-A1 S.
2089.59
CULVERT 2p MW-213-A1
EXISTING WETLANDS 4; 2104.18 9`
MW-6-Al M
MW-IA-Al 2096.18 0 "+
2093.10
1 ! w ~ MW-7-Al
21p0 _ 2118.90
�i 1 y PZ-3D
~ MW-5-Al ` 2114.57 1
2114.73 y y
r � a
,15" REINFORCED ' y 130.83 1'JV-8-A1 `
f /CONCRETE PIPE y y ♦. •
i PZ-2
2115.10
AREA 1
60" REINFORCED
CONCRETE PIPE
_ 2�20 1 y , ^•yo
y y . MW-9-A1
2141.13
` S i
w�
MW-4A-A1
2133.35 ` ♦�
•
LEGEND
® BACKGROUND MONITORING WELL
y'.
REVIEW BOUNDARY MONITORING WELL
MONITORING WELL- WATER LEVEL ONLY
C PIEZOMETER SCREENED IN GROUNDWATER �� 125 0 125 250 GRAPHICSCALE
INFERRED GROUNDWATER LEVEL CONTOUR
GROUNDWATER FLOW DIRECTION synTerra ON FEEn
REVIEW BOUNDARY PRAWN W. C. . FORT DATE: M/09J2022
.� DUKE CREVISEDHECKS BY' L. FOREMAN DATE: 0M/04J2024
.. COMPLIANCE BOUNDARY ` CHECKED BY c- MccwsKEv DATE: os/oAJzo24
ENERGY APPRBtiEDBY:K FERRI PATE 09/OAJ2024
COAL COMBUSTION PRODUCT LIMITS pRoJEY:r MANACERK- FERRI
PROPERTY BOUNDARY (APPROXIMATE) PROGRESS www.synterracorp.com
NOTES:
DRAWING 3
1. APRILI GROUNDWATER ELEVATIONSAREBASED ONWATER LEVELS COLLECTED
GROUNDWATER CONTOUR MAP
APRIL 1 AND 2, 2024.
2 THE LOCATION OF WELL MW-2B-At IS APPROXIMATE LOCATION OF WELL MW-1-Al TAKEN FROM STRUCTURAL FILL AREA 1
GEOSYNTEC DRAWING ("INSTRUMENTATION AND MONITORING WELL LOCATIONS", MAY 20201. OTHER
WELL BOUNDARY TAKENIONS. COAL FROM&MEUSTION PRODUCTS LIMITS, REVIEW DRAWING('GROUNDWATERFLOWMAPSDARY AND TRUCTURA STRUCTURAL
PERMIT NUMBER 1117-STRUC-2020
DECEMBER12,2010). WATER QUALITY MONITORING AND REPORTING PLAN
3- ALL BOUNDARIES ARE APPROXIMATE- �+ REVISION 2
4. AERIAL IMAGERY OBTAINED FROM ESRI ONLINE, DATED FEBRUARY 18. 2023. GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY5. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM FIPS 3200(NAD83). FLETCHER, NORTH CAROLINA

I, f
Ilk
DETENTION POND
••Lf' fi
BORROW
♦ 7►
2092.82
�� M W-6-A3
V' 2095 32
VW-5-A3 +
if:) 2098.16
� 1 �
� 1 1
I i ♦ 1 1
M W-4-A3 + 1 AREA 1
2098.89 ♦ , a +
\ +% I ► 1 i
a ,
` � 1
\ \ _GREATER ASHEVILLEREGIONAL ■_.�
+i AIRPORT AUTHORITY '
r
00
o MW-2-A3 1 M
i \ fI
a ` A
i \ _
a
\ MW-1-A3 + ok
2129.32 i
J.
kfj
Pi
'---
LEGEND
REVIEW BOUNDARY MONITORING WELL
-- INFERRED GROUNDWATER LEVEL CONTOUR
GROUNDWATER FLOW DIRECTION
REVIEW BOUNDARY
■ COMPLIANCE BOUNDARY
COAL COMBUSTION PRODUCT LIMITS
■ PROPERTY BOUNDARY (APPROXIMATE)
NOTES:
1. GROUNDWATER ELEVATIONS ARE BASED ON WATER LEVELS COLLECTED
APRIL 1 AND 2, 2024.
2. COAL COMBUSTION PRODUCTS LIMITS, REVIEW BOUNDARY AND COMPLIANCE BOUNDARY
BASED ON DRAWING BY FRANKLIN S. CRAIG. P.E. OF GASTONIA, NORTH CAROLINA ("AREA 94—
ALL PHASES ENGINEERED FILL DESIGN", SHEET E-1, JUNE 30, 2011).
3. ALL BOUNDARIES ARE APPROXIMATE.
4. AERIAL IMAGERY OBTAINED FROM ESRI ONLINE, DATED FEBRUARY 18, 2023.
5. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE
COORDINATE SYSTEM RES 3200 (NAD83).
t
synTerra
/' DUKE
ENERGY
PROGRESS
GRAPHIC SCALE
300 0 300 600
(IN FEET)
DRAWN BY C_ WYATT
DATE = 06/09/2022
REVISED BY L FOREMAN
DATE=08/21/2024
CHECKED BY C_ MCCLIISKEY
DATE= 08/21/2024
APPROVED BY K-FERRI
DATE=08/21/2024
PROJECT MANAGER_ K. FERRI
DRAWING 4
GROUNDWATER CONTOUR MAP
STRUCTURAL FILL AREA 3
PERMIT NUMBER 1117-STRUC-2020
WATER QUALITY MONITORING AND REPORTING PLAN
REVISION 2
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
FLETCHER, NORTH CAROLINA

113.19
a
2059.45
,a
• M W-5-A�
2058.36
_ F
1
'l ,iF+ I ■a � ■
10 1 - to it
l� ♦� GREATERASHEVILLE REGIONAL ■
• �� AIRPORT AUTHORITY
► r
• . r ► r� I
► ►a
I.
►
2080 ►
MV -0 1
�r r 2056.13
1 �
tEA 4
;
►
a
ti
L '
IV-6-A4
►
56,40
1
- L � Pil}.N-7-7t7
p2 • �
Ai , ;
MW-9-A4
LEGEND
�BACKGROUND
MONITORING WELLps
&jj &DEA�NDJ
REVIEW BOUNDARY MONITORING WELL
-- INFERRED GROUNDWATER LEVEL CONTOUR
GRAPHIC SCALE
300 0 300 600
GROUNDWATER FLOW DIRECTION
y��
Ter
(IN FEEL)
REVIEW BOUNDARY
J�/�.
DRAWN BY" C. WYATT DATE 06/09/2022
COMPLIANCE BOUNDARY
REVISED BY'. L FOREMAN DATE' 09/04/2024
CHECKED BY C- MCCWSKEY DATES 09/04/2024
��— COAL COMBUSTION PRODUCT LIMITS
'DUKE
4PROJECT
ENERGY
APPROVED BY K-FERRI DATE' 09/04/2024
MANAGERK-FERRI
— - PROPERTY BOUNDARY (APPROXIMATE)
PROGRESS
www.s nterracor .com
NOTES:
1. GROUNDWATER ELEVATIONS ARE BASED ON WATER LEVELS COLLECTED
DRAWING 5
APRIL I AND 2.2024-
GROUNDWATER CONTOUR MAP
2. COAL COMBUSTION PRODUCTS LIMITS, REVIEW BOUNDARYAND COMPLIANCE BOUNDARY
STRUCTURAL FILL AREA 4
BASED ON DRAWING BY FRANKLIN S. CRAIG, P.E. OF GASTONIA, NORTH CAROLINA ("AREA #4 -ALL
PHASES ENGINEERED FILL DESIGN", SHEET E-1, JUNE 30, 2011).
PERMIT NUMBER 1117-STRUC-2020
3. ALL BOUNDARIES ARE APPROXIMATE-
WATER QUALITY MONITORING AND REPORTING PLAN
4. AERIAL IMAGERY OBTAINED FROM ESRI ONLINE, DATED FEBRUARY 19, 2023.
REVISION 2
5, DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
SYSTEM FIPS 320D (NAD63).
FLETCHER, NORTH CAROLINA

PROTECTIVE
STEEL CASING
CONCRETE MIX:
SAKRETE OR EQUIVALENT
FORMED 2'X2' SQUARE
GROUT
o�M
2" DIA. PVC
WELL SCREEN
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).
GROUND SURFACE
�' DUKE NOT TO SCALE DRAWING 6
ENERGY TYPICAL TYPE II MONITORING WELL DETAIL
STRUCTURAL FILL AREAS 1, 3, AND 4
PROGRESS DRAWN BY: C.NEWELL DATE:8/23/2024 PERMIT NUMBER 1117-STRUC-2020
REVISED BY: DATE: WATER QUALITY MONITORING AND
CHECKED BY: K.RI DATE:8/23/2024 REPORTING PLAN - REVISION 2
APPROVED BY: K.. FEFERRI DATE: 8/23/2024
PROJECT MANAGER: K. FERRI GREATER ASHEVILLE REGIONAL
AIRPORT AUTHORITY
synTerra www.synterracorp.com FLETCHER, NORTH CAROLINA

1
a
r YIYYRG 1 G 1-IGMYfYMLL - 4 y
CULVERT r�
N
SW-5-Al 1^
EXISTING WETLANDS vm 4
SW-10-A1 CONCRETE HEADWALL
SW-4C-A1
SW-4B-A1 SW-B-A e
15" REINFORCED A ■ ii
CONCRETE PIPE a i
I 4 � '
4, a
.. ■
� AREA 1 �
60" REINFORCED
A CONCRETE PIPE .ter f r
ti
* A
t
i
1 11 I A F •
yA ■ . Y ,,,ilr IF
t
'
A -- r. � • lw� i
tiA
A
,JLACE
■
s
LEGEND �� GRAPHIC SCALE
125 0 125 26C
BACKGROUND SURFACE WATER SAMPLE LOCATION
_. OBSERVATION LOCATION synTerra (IN FEEn
SURFACE WATER SAMPLE LOGATION PRAWN BY: C. WYATT DATE: 06/08/2022
® t- DUKE REVISED BY: L. FOREMAN DATE: M/0A/2024
REVIEW BOUNDARY CHECKED BY'C-MCCWSKEY DATE: 09/04/2024
ENERGY APPROVED BY. K FERRI DATE' 09/04/2024
+ ■ ■ COMPLIANCE BOUNDARY PROJECT MANAGERS K- FERRI
PROPERTY BOUNDARY (APPROXIMATE) PROGRESS www.synterracorp.com
COAL COMBUSTION PRODUCT LIMITS
DRAWING 7
NOTEs: SURFACE WATER SAMPLE LOCATION MAP
1. SURFACE WATER SAMPLE LOCATIONS SW-6-Al AND SW-8-Al ARE INACTIVE DUE TO
CONSTRUCTION ACTIVITIES FOR THE COVER PROJECT. STRUCTURAL FILL AREA 1
2. SW-10-A7 REPRESENTS SURFACE WATER QUALITY DOWNGRADIENT OF SW-4B-AI AND SW-4C-Ai. PERMIT NUMBER 1117_STRUC_2020
3. OBSERVATION LOCATIONS WOULD BE SAMPLED IF SUFFICIENT FLOW IS OBSERVED. WATER QUALITY MONITORING AND REPORTING PLAN
4. ALL BOUNDARIES ARE APPROXIMATE. REVISION 2
5- AERIAL IMAGERY OBTAINED FROM ESRI ONLINE, DATED FEBRUARY 18, 2023- GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
6 DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINASTATE PLANE COORDINATE FLETCHER, NORTH CAROLINA
SYSTEM FIPS 3200 (NAD83)-

�11
-- -- CONCRETE HEADWALL Ty
CULVERT
�, m
EXISTING WETLANDS ^ter �.>p'_ • U
_ c � PZ-6 1 �a
" + N
CONCRETE HEADWALL
4 i
PZ-5 PZ-4
15" REINFORCED
CONCRETE PIPE 1 ;
+ l
+
r 1 _ •
PZ-1 , PZ-7^ `� •
1
1 PZ-25 s
-2`
� 1
* 1 ,
AREA 1 60" REINFORCED
1 + 1 CONCRETE PIPE
1
l 1
+
i + +
LEGEND
4D PIEZOMETER
REVIEW BOUNDARY
— • — COMPLIANCE BOUNDARY
- — COAL COMBUSTION PRODUCT LIMITS
PROPERTY BOUNDARY (APPROXIMATE)
NOTES:
1, COAL COMBUSTION PRODUCTS (CC P LIMITS REVIEW BOUNDARY AND COMPLIANCE BOUNDARY
TAKEN FROM S&ME DRAWING (-GROU DWATEk FLOW MAP STRUCTURAL FILL", DECEMBER 12, 2010).
2. "- PI EZOMETER IS SCREENED OUTSIDE THE CCP LIMITS, ABOVE THE GEOSYNTHETIC CLAY LINER
TO MONITOR POREWATERIN THE SOIL ONLY CORRIDOR.
3.' - PIEZOMETERS ARE SCREENED BELOW THE GEOSYNTHETIC CLAY LINER TO MONITOR
GROUNDWATER LEVELS.
4_ ALL BOUNDARIES ARE APPROXIMATE_
5_ AERIAL IMAGERY OBTAINED FROM ESRI ONLINE, DATED FEBRUARY 18, 2023_
6, DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM FIPS 3200 (NAD83).
it'll GRAPHICSCALE
125 0 125 250
synTena (IN FEEL)
DRAWN BY. C. WYATT DATE: 06/08/2022
�� DUKE REVISED BY: L. FOREMAN DATE: 09/04/2024
CHECKED BY: C-MCCLUSKEY DATE: 09/04/2024
APPROVED BY.K -FERRI DATE' 09/04/2024
ENERGY PROJECT MANAGERK FERRI
PROGRESS www.synterracorp.com
DRAWING 8
PIEZOMETER LOCATION MAP
STRUCTURAL FILL AREA 1
PERMIT NUMBER 1117-STRUC-2020
WATER QUALITY MONITORING AND REPORTING PLAN
REVISION 2
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
FLETCHER, NORTH CAROLINA

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Appendix II — Tables

TABLE 1
MULTI -MEDIA SAMPLE LOCATIONS
STRUCTURAL FILL AREAS 1, 3, AND 4
PERMIT NUMBER 1117-STRUC-2020
WATER QUALITY MONITORING AND REPORTING PLAN - REVISION 2
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
DUKE ENERGY PROGRESS LLC, FLETCHER, NC
Monitoring
Media
Description
Location ID
Area 1
MW-1-Al
Monitoring well located north of Area 1 used to monitor groundwater levels only.
MW-1A-A1
Downgradient monitoring well located north of Area 1, screened in saprolite.
Downgradient monitoring well located north of Area 1. Screened in saprolite and installed as a replacement for
MW-26-Al
Groundwater
abandoned well MW-2A-Al.
MW-4A-A1
Upgradient background well located southwest of Area 1, screened in saprolite and partially weathered rock.
MW-5-Al
side -gradient monitoring well located west of Area 1, screened in saprolite.
MW-6-Al
Downgradient monitoring well located north of Area 1, screened in saprolite.
MW-7-Al
Side -gradient monitoring well located northeast of Area 1, screened in saprolite.
MW-8-Al
Side -gradient monitoring well located east of Area 1, screened in saprolite.
MW-9-Al
Upgradient background well located southeast of Area 1, screened in saprolite.
SW-2-Al
Upgradient background surface water sample location, south of Area 1.
Farthest downgradient surface water sample location, north of Area 1. Used to monitor flow from the
SW-3-Al
Surface Water
remaining Area 1 surface water locations prior to migrating off -Site.
SW-5-Al
Monitoring Locations
Surface water sample location, north of Area 1 and located outside the review boundary.
Surface water sample location, north of the western extent of Area 1 and within the review boundary, just
SW-9-Al
below the 15 inch RCP.
Surface water sample location, north of the western extent of Area 1. Located within the review boundary and
SW-10-Al
used to monitoring water quality downgradient of SW-46-Al and SW-4C-Al.
Downgradient surface water observation location, north of the western extent of Area 1. Former sample
SW-413-A1
location located within the review boundary.
Downgradient surface water observation location, north of the western extent of Area 1. Former sample
SW-4C-Al
location located within the review boundary.
Surface Water
Observation Locations
Surface water observation location, north of the eastern extent of Area 1 and located within the review
SW-6-Al
boundary. Sample location was destroyed due to the Area 1 cover project.
Surface water observation location, north of the eastern extent of Area 1 and located within the review
SW-8-Ai
boundary. Sample location was destroyed due to the Area 1 cover project.
PZ-1
Pore -Water Piezometers
Piezometer located in the western portion of Area 1 used to monitor pore -water levels within the structural fill.
PZ-2S
Piezometer located in the eastern portion of Area 1 used to monitor pore -water levels within the structural fill.
PZ-3
Piezometer located in the eastern portion of Area 1 used to monitor pore -water levels within the structural fill.
PZ-4
Piezometer located in the eastern portion of Area 1 used to monitor pore -water levels within the structural fill.
PZ-5
Piezometer located in the eastern portion of Area 1 used to monitor pore -water levels within the structural fill.
PZ-6
Piezometer located in the eastern portion of Area 1 used to monitor pore -water levels within the structural fill.
Piezometer located outside CCP limits and screened above the geosynthetic liner, between the eastern and
PZ-7
western portions of the structural fill. Used to monitor pore -water within the soil only corridor.
Piezometer co -located with PZ-2, in the eastern portion of Area 1 screened beneath the geosynthetic liner to
PZ-2
Groundwater
Piezometers
monitoring groundwater levels.
Piezometer co -located with PZ-3, in the eastern portion of Area 1 screened beneath the geosynthetic liner to
PZ-3 D
monitor groundwater levels.
Page 1 of 2

TABLE 1
MULTI -MEDIA SAMPLE LOCATIONS
STRUCTURAL FILL AREAS 1, 3, AND 4
PERMIT NUMBER 1117-STRUC-2020
WATER QUALITY MONITORING AND REPORTING PLAN - REVISION 2
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
DUKE ENERGY PROGRESS LLC, FLETCHER, NC
Monitoring
Location ID
Media
Description
Area 3
MW-1-A3
Groundwater
Downgradient monitoring well located southwest of Area 3, screened in partially weather rock.
MW-2-A3
Downgradient monitoring well located west of Area 3, screened in saprolite and partially weathered rock.
MW-3-A3
Downgradient monitoring well located west of Area 3, screened in saprolite and partially weathered rock.
MW-4-A3
Downgradient monitoring well located west of Area 3, screened in saprolite and partially weathered rock.
MW-5-A3
Downgradient monitoring well located northwest of Area 3, screened in saprolite and partially weathered rock.
MW-6-A3
Downgradient monitoring well located northwest of Area 3, screened in saprolite and partially weathered rock.
MW-7-A3
Downgradient monitoring well located north of Area 3, screened in saprolite and partially weathered rock.
Area 4
MW-IAR-A4
Groundwater
Upgradient background monitoring well located north of Area 4, screened in partially weathered rock.
MW-2-A4
Downgradient monitoring well located west of Area 4, screened in saprolite.
MW-5-A4
Downgradient monitoring well located west of Area 4, screened in saprolite.
MW-5D-A4
Downgradient monitoring well located west of Area 4, screened in partially weathered rock.
MW-6-A4
Downgradient monitoring well located southwest of Area 4, screened in saprolite.
MW-7-A4
Downgradient monitoring well located southwest of Area 4, screened in saprolite.
MW-9-A4
Downgradient monitoring well located south of Area 4, screened in partially weathered rock.
Notes:
See Table 2 Well Construction Summary for monitoring well construction information.
CCP - coal combustion product
RCP - reinforced concrete pipe
Prepared by: GTC KHF Checked by: CSM
Page 2 of 2

TABLE 2
MONITORING WELL AND PIEZOMETER CONSTRUCTION DETAILS
STRUCTURAL FILL AREAS 1, 3, AND 4
PERMIT NUMBER 1117-STRUC-2020
WATER QUALITY MONITORING AND REPORTING PLAN - REVISION 2
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
DUKE ENERGY PROGRESS LLC, FLETCHER, NC
Well Name
Date
Installed
Casing
Diameter
(inches)
Northing
Easting
Ground
Elevation
Top of Casing
Elevation
Total Depth
of Well
(BGS)
Length
of Screen
(Ft)
Screened Interval
(NAVD 88)
Lithology of
Screened Interval
Depth
to Water
(Ft, BTOC)
Groundwater
Elevation
(Ft, NAVD 88)
(NAD 83)
(NAVD 88)
from
to
Areas 1, 3, and 4
MW-1-Al*
1/4/2008
6.5
636742.78
945061.99
2096.50
2098.94
23
15
2,088.50
2,073.50
Saprolite
9.35
2089.59
MW-1A-Al
10/6/2009
2
636559.68
944943.83
2097.70
2100.40
20
15
2,092.70
2,077.70
Saprolite
7.30
2093.10
MW-213-A1
10/6/2022
2
636656.42
945306.39
2109.32
2112.08
25
10
2,094.32
2,084.32
Saprolite
7.90
2104.18
MW-4A-Al
10/7/2009
2
635188.59
944975.13
2149.10
2151.55
45
15
2,119.10
2,104.10
Saprolite/PWR
18.20
2133.35
MW-5-Al
10/7/2009
2
636320.32
944677.45
2152.00
2153.86
57
15
2,110.00
2,095.00
Saprolite
39.13
2114.73
MW-6-Al
8/14/2018
2
636581.93
945096.41
2102.83
2103.13
20
10
2,092.83
2,082.83
Saprolite
6.95
2096.18
MW-7-Al
8/14/2018
2
636504.84
945718.42
2123.33
2123.62
20
10
2,113.33
2,103.33
Saprolite
4.72
2118.90
MW-8-Al
8/14/2018
2
636237.93
945850.91
2142.29
2142.59
25
10
2,127.29
2,117.29
Saprolite
11.76
2130.83
MW-9-Al
8/14/2018
2
635681.19
946058.68
2163.20
2163.53
32
10
2,141.70
2,131.70
Saprolite
22.40
2141.13
MW-1-A3
11/25/2013
2
634037.84
943846.89
2159.54
2162.42
58
15
2,117.04
2,102.04
PWR
33.10
2129.32
MW-2-A3
12/11/2013
2
634848.88
943520.52
2144.60
2147.13
63
15
2,096.70
2,081.70
Saprolite/PWR
23.25
2123.88
MW-3-A3
12/2/2013
2
635548.38
943337.34
2138.00
2140.98
65
15
2,088.30
2,073.30
Saprolite/PWR
31.60
2109.38
MW-4-A3
12/13/2013
2
636014.40
943105.17
2115.40
2117.64
34
10
2,091.70
2,081.70
Saprolite/PWR
18.75
2098.89
MW-5-A3
12/3/2013
2
636531.67
943234.27
2120.60
2123.16
62
15
2,073.20
2,058.20
Saprolite/PWR
25.00
2098.16
MW-6-A3
12/4/2013
2
636734.52
943257.50
2127.80
2130.44
67
15
2,076.10
2,061.10
Saprolite/PWR
35.12
2095.32
MW-7-A3
12/2/2013
2
637022.38
943192.53
2119.00
2121.54
68
15
2,066.50
2,051.50
Saprolite/PWR
28.72
2092.82
MW-IAR-A4R
6/21/2022
2
631602.17
944673.98
2136.65
2136.59
33
10
2,113.65
2,103.65
PWR
23.40
2113.19
MW-2-A4
12/8/2009
2
629920.28
944436.90
2074.60
2076.56
30
20
2,064.60
2,044.60
Saprolite
17.11
2059.45
MW-5-A4
12/8/2009
2
629395.45
944832.59
2066.30
2068.31
25
15
2,056.30
2,041.30
Saprolite
9.95
2058.36
MW-5D-A4
4/2/2012
2
629386.39
944842.05
2067.10
2071.47
72
10
2,005.60
1,995.60
PWR
15.34
2056.13
MW-6-A4
7/2/2010
2
628967.08
945202.85
2071.00
2074.01
30
15
2,056.00
2,041.00
Saprolite
17.61
2056.40
MW-7-A4
7/2/2010
2
628489.87
945512.01
2068.40
2071.37
30
15
2,053.40
2,038.40
Saprolite
19.68
2051.69
MW-9-A4
3/29/2012
2
627830.32
945932.12
2065.00
2069.01
105
10
1,970.10
1,960.10
PWR
28.20
2040.81
Page 1 of 2

TABLE 2
MONITORING WELL AND PIEZOMETER CONSTRUCTION DETAILS
STRUCTURAL FILL AREAS 1, 3, AND 4
PERMIT NUMBER 1117-STRUC-2020
WATER QUALITY MONITORING AND REPORTING PLAN - REVISION 2
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
DUKE ENERGY PROGRESS LLC, FLETCHER, NC
Well Name
Date
Installed
Casing
Diameter
(inches)
Northing
Easting
Ground
Elevation
Top of Casing
Elevation
Total Depth
of Well
(BGS)
Length
of Screen
(Ft)
Screened Interval
(NAVD 88)
Lithology of
Screened Interval
Depth
to Water
(Ft, BTOC)
Groundwater
Elevation
(Ft, NAVD 88)
(NAD 83)
(NAVD 88)
from
to
Area 1 Piezometers
PZ-1
11/15/2017
1
636217.50
944940.00
2140.00
2143.72
34
5
2111.00
2106.00
structural fill
31.95
2111.77
PZ-2�
11/16/2017
1
636169.70
945231.90
2144.90
2148.35
50
10
2104.90
2094.90
Saprolite
33.25
2115.10
PZ-2S
8/14/2018
1
636171.50
945238.30
2144.20
2148.28
30
10
2124.20
2114.20
structural fill
51.88
2096.40
PZ-3
11/15/2017
1
636383.40
945306.60
2139.80
2145.42
36
5
2108.80
2103.80
structural fill
32.49
2112.93
PZ-3D^
8/14/2018
1
636380.30
945296.70
2138.80
2144.60
50
10
2098.80
2088.80
Saprolite
30.03
2114.57
PZ-4
11/15/2017
1
636457.30
945518.30
2145.30
2148.33
32
5
2118.30
2113.30
structural fill
30.35
2117.98
PZ-5
11/17/2017
1
636475.20
945250.30
2116.30
2121.94
6.5
2.5
2112.30
2109.80
structural fill
10.94
2111.00
PZ-6
11/17/2017
1
636567.10
945555.60
2119.10
2125.23
10
2.5
2111.60
2109.10
structural fill
10.88
2114.35
PZ-7#
8/14/2018
1
636214.30
945123.00
2140.10
2146.72
30
10
2120.10
2110.10
Fill soil
32.80
2113.92 11
Notes:
Monitoring well used for water level measurements only.
Piezometers are screened below the geosynthetic clay liner to monitor groundwater levels.
" Piezometer is located outside the coal combustion product limits (CCP), screened above the geosynthetic liner to monitor pore -water within the soil only corridor.
Monitoring well MW-IAR-A4 was abandoned in August 2022 and replaced with MW-IAR-A4R. Monitoring well MW-2A-A1 was abandoned in August 2022 and replaced with MW-213-A1.
BGS - below ground surface
BTOC - below top of casing
Ft - Feet
Information on this table provided by Duke Energy Progress, LLC., except for survey data from replacement wells MW-26-Al and MW-IAR-A4R.
NAD 83 - North American Datum of 1983
NAVD 88 - North American Vertical Datum of 1988
PWR - partially weathered rock
Water level measurements were collected April 1 and 2, 2024.
Prepared by: GTC CSM Checked by: CSM TG
Page 2 of 2

TABLE 3A
SUMMARY OF GROUNDWATER CONSTITUENTS AND ANALYTICAL METHODS
STRUCTURAL FILL AREAS 1, 3, AND 4
PERMIT NUMBER 1117-STRUC-2020
WATER QUALITY MONITORING AND REPORTING PLAN - REVISION 2
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
DUKE ENERGY PROGRESS, LLC, FLETCHER, NC
Constituent
Units
Analytical Methods
15A NCAC 02L
Standards for
Groundwater
Field Parameters
Field pH
S.U.
Multi -Parameter Water Quality Meter
6.5-8.5
Field Specific Conductance
[to/cm
Multi -Parameter Water Quality Meter
NE
Field Temperature
degrees Celsius
Multi -Parameter Water Quality Meter
NE
Field Dissolved Oxygen
mg/L
Multi -Parameter Water Quality Meter
NE
Field Oxidation Reduction Potential
mV
Multi -Parameter Water Quality Meter
NE
Field Turbidity
NTU
Turbidimeter
NE
Water Level
feet
Water Level Meter
NE
Laboratory Analyses
Alkalinity
mg/L
SM2320B
NE
Aluminum
µg/L
EPA 200.7 / SW 6010D
NE
Antimony
µg/L
EPA 200.8 / SW 6020E
1
Arsenic
µg/L
EPA 200.8 / SW 6020E
10
Barium
µg/L
EPA 200.7 / SW 6010D
700
Beryllium
µg/L
EPA 200.8 / SW 6020E
4
Bicarbonate
mg/I
SM2320B
NE
Boron
µg/L
EPA 200.7 / SW 6010D
700
Carbonate Alkalinity
mg/L
SM2320B
NE
Cadmium
µg/L
EPA 200.8 / SW 6020E
2
Calcium
mg/L
EPA 200.7 / SW 6010D
NE
Chloride
mg/L
EPA 300.0 / EPA 9056A
250
Chromium
µg/L
EPA 200.8 / SW 6020E
10
Cobalt
µg/L
EPA 200.8 / SW 6020E
1
Copper
µg/L
EPA 200.8 / SW 6020E
1,000
Iron
µg/L
EPA 200.7 / SW 6010D
300
Lead
µg/L
EPA 200.8 / SW 6020E
15
Magnesium
mg/L
EPA 200.7 / SW 6010D
NE
Manganese
µg/L
EPA 200.7 / SW 6010D
50
Mercury
µg/L
EPA 245.1 / SW 7470A
1
Molybdenum
µg/L
EPA 200.8 / SW 6020E
NE
Nickel
µg/L
EPA 200.8 / SW 6020E
100
Potassium
mg/L
EPA 200.7 / SW 6010D
NE
Selenium
µg/L
EPA 200.8 / SW 6020E
20
Sodium
mg/L
EPA 200.7 / SW 6010D
NE
Strontium
µg/L
EPA 200.7 / SW 6020E
2,000
Sulfate
mg/L
EPA 300.0 / EPA 9056A
250
Thallium
µg/L
EPA 200.8 / SW 6020E
2
Total Dissolved Solids
mg/L
SM 2540C 2015
500
Total Suspended Solids (TSS)
mg/L
SM2540D 2015
NE
Vanadium
µg/L
EPA 200.8 / SW 6020E
7
Zinc
µg/L
EPA 200.7 / SW 6010D
1,000
Prepared by: KHF Checked by: CSM
Notes:
1. Groundwater constituents were agreed upon in the original Water Quality Monitoring and Reporting Plan.
2. 15A NCAC 02L Standards for Groundwater - North Carolina Class GA Standards found in 15A NCAC 02L .0202 Groundwater Quality Standards (effective April 1, 2022).
3. Total recoverable metal analysis applicable to samples collected from groundwater as it pertains to water quality standards defined in 15A NCAC 02L.
Acronym List:
EPA - Environmental Protection Agency
µg/L - micrograms per liter
µQ/cm - micro -ohms per centimeter
mg/L - milligrams per liter
my - millivolts
NCAC - North Carolina Administrative Code
NCDEQ- North Carolina Department of Environmental Quality
NE - not established
NTU - nephelometric turbidity units
S.U. - standard units
SW - Solid Waste
Page 1 of 1

TABLE 3B
SUMMARY OF SURFACE WATER CONSTITUENTS AND ANALYTICAL METHODS
STRUCTURAL FILL AREAS 1, 3, AND 4
PERMIT NUMBER 1117-STRUC-2020
WATER QUALITY MONITORING AND REPORTING PLAN - REVISION 2
GREATER ASHEVILLE REGIONAL AIRPORT AUTHORITY
DUKE ENERGY PROGRESS, LLC, FLETCHER, NC
Constituent
Units
Analytical Methods
Grab Sampling
Criteria
Acute Sampling
Criteria
Chronic Sampling
Criteriaa
Field Parameters
Field pH
S.U.
Multi -Parameter Water Quality Meter
6.0 - 9.0
NE
NE
Field Specific Conductance
µ0/cm
Multi -Parameter Water Quality Meter
NE
NE
NE
Field Temperature
degrees Celsius
Multi -Parameter Water Quality Meter
29
NE
NE
Field Dissolved Oxygen
mg/L
Multi -Parameter Water Quality Meter
>_ 4
NE
NE
Field Oxidation Reduction Potential
mV
Multi -Parameter Water Quality Meter
NE
NE
NE
Field Turbidity
NTU
Turbidimeter
50 (streams)
NE
NE
Laboratory Analyses
Alkalinity
mg/L
SM2320B
NE
NE
>_ 20'
Aluminum
µg/L
EPA 200.7 / SW 6010D
8,000`
310d
160d
Antimony
µg/L
EPA 200.8 / SW 6020B
5,300`
NE
NE
Arsenic (dissolved)*
µg/L
EPA 200.8 / SW 6020B
10
340
150
Barium
µg/L
EPA 200.7 / SW 6010D
21,000`
NE
NE
Beryllium
µg/L
EPA 200.8 / SW 6020B
NE
NE
NE
Beryllium (dissolved)*
µg/L
EPA 200.8 / SW 6020B
NE
65
6.5
Bicarbonate Alkalinity
mg/L
SM2320B
NE
NE
NE
Boron
µg/L
EPA 200.7 / SW 6010D
NE
34,000`
7,300`
Carbonate Alkalinity
mg/L
SM2320B
NE
NE
NE
Cadmium
µg/L
EPA 200.8 / SW 6020B
NE
NE
NE
Cadmium (dissolved)*
µg/L
EPA 200.8 / SW 6020B
NE
0.75e
0.25e
Calcium
mg/L
EPA 200.7 / SW 6010D
NE
NE
NE
Chloride
mg/L
EPA 300.0 / EPA 9056A
230
860b
230b
Chromium
µg/L
EPA 200.8 / SW 6020B
NE
NE
NE
Chromium (dissolved)*
µg/L
EPA 200.8 / SW 6020B
NE
180e
24e
Cobalt
µg/L
EPA 200.8 / SW 6020B
4`
16`
1.6`
Copper
µg/L
EPA 200.8 / SW 6020B
NE
NE
NE
Copper (dissolved)*
µg/L
EPA 200.8 / SW 6020B
NE
3 6e
2 7e
Iron
µg/L
EPA 200.7 / SW 6010D
NE
NE
1,000b
Lead
µg/L
EPA 200.8 / SW 6020B
NE
NE
NE
Lead (dissolved)*
µg/L
EPA 200.8 / SW 6020B
NE
14e
0.54e
Magnesium
mg/L
EPA 200.7 / SW 6010D
NE
NE
NE
Manganese
µg/L
EPA 200.7 / SW 6010D
100`
NE
NE
Mercury
µg/L
EPA 245.1 / SW 7470A
NE
NE
0.012
Molybdenum
µg/L
EPA 200.8 / SW 6020B
2,000`
NE
NE
Nickel
µg/L
EPA 200.8 / SW 6020B
4,600b
NE
NE
Nickel (dissolved)*
µg/L
EPA 200.8 / SW 6020B
NE
140e
16e
Potassium
mg/L
EPA 200.7 / SW 6010D
NE
NE
NE
Selenium
µg/L
EPA 200.8 / SW 6020B
4,200b
NE
NE
Selenium (dissolved)*
µg/L
EPA 200.8 / SW 6020B
NE
NE
3.1f
Sodium
mg/L
EPA 200.7 / SW 6010D
NE
NE
NE
Strontium
µg/L
EPA 200.7 / SW 6020B
40,000`
NE
NE
Sulfate
mg/L
EPA 300.0 / EPA 9056A
NE
NE
NE
Thallium
µg/L
EPA 200.8 / SW 6020B
2`
NE
NE
Total Dissolved Solids
mg/L
SM 2540C 2015
NE
NE
NE
Total Suspended Solids (TSS)
mg/L
SM2540D 2015
NE
NE
NE
Vanadium
µg/L
EPA 200.8 / SW 6020B
NE
NE
NE
Zinc
µg/L
EPA 200.7 / SW 6010D
26,000b
NE
NE
Zinc (dissolved)*
µg/L
EPA 200.7 / SW 6010D
NE
36e
36e
Prepared by: KHF Checked by: TJG
Notes:
1. Surface water constituents were agreed upon in the original Water Quality Monitoring and Reporting Plan and revised in this update to remove dissolved analysis for aluminum, antimony, barium,
boron, calcium, cobalt, iron, magnesium, manganese, molybdenum, potassium, sodium, strontium, thallium, and vanadium.
3. 15A NCAC 02B Standards for Surface Water - 15A NCAC 02B Standards for Class B surface waters. North Carolina surface water and wetland standards (effective September 1, 2022..
4. Total recoverable metal analysis applicable to samples collected from surface water as it pertains to water quality standards defined in 15A NCAC 0213.
5. *Dissolved analysis only applicable for samples collected from surface water as it pertains to receiving water body with water quality standards defined in Title 15A NCAC 0213.
6. In -stream target value (ISTV. for surface water - In -stream target values established per 15A NCAC 02B .0202 and .0208. An exceedance of a published ISTV is not automatically a violation of the
water quality standard for toxicity.
7. USEPA Criteria for Surface Water - U.S. Environmental Protection Agency National Recommended Water Quality Criteria do not constitute regulations, nor do they impose a legally binding requirement.
Therefore, comparisons with those criteria are for information purposes only.
10. >_ - greater than or equal to symbol indicates a minimum value criteria.
Legend:
a - Acute and chronic comparison criteria applies to average analytical values derived using the acute or chronic sampling methods described in 15A NCAC 02B .0211 (11)(f). The acute sampling method
is applied to one surface water monitoring event per calendar year.
b - USEPA National Recommended Water Quality Criteria.
ISTV for surface water
d - USEPA criteria for aluminum (December 2018) - criteria based on waters with pH = 6.5 S.U., dissolved organic carbon = 1 mg/L, and hardness = 25 mg/L.
e - Hardness -dependent standard calculated using 25 mg/L hardness and not actual in -stream hardness value. Provided for screening purposes only.
- Selenium standard for lotic water based on a 30-day average.
Acronym List:
µg/L- micrograms per liter NCDEQ- North Carolina Department of Environmental Quality
,mhos/cm - micro -mhos per centimeter NE - not established
mg/L - milligrams per liter NTU - nephelometric turbidity units
mV - millivolts S.U. - standard units
NCAC - North Carolina Administrative Code SW - Solid Waste
Page 1 of 1

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Appendix III — Boring Logs and Well Construction Records

Area 1 Structural Fill

S�zBORING
LOG
Drill Rig: Dietrich D-50
Dale Drilled-. 10/6/09 Logged By:
Boring Dia: 6.5 Inches
Boring Number: AA MW-1A Bobby Crandall
E
m
Blow
Counts
Camplelion
Depth
Feet
Lithology
Description
Bmslt
Dark brown silt w/ mica
6
Tan silt voth mica
Brown by silt w/ Ir mica. moil
Olive slk and mica, saturated
10
Tan and olive silt and mica. saturated
15
2(1
Completion Notes:
Site:
Ground Elevation 2,097.7' Casing Elevation 2,100 4' Northing
636.559.68 Easting 944,943.83
Asheville Airport
Fletcher, NC
Project No.: Cmmah
Page 1

NoNRES7DEN774L WEu.CONSTRIiCTION RECORD
Nard1 C'andrmr Oepann,arn of Ilnrmnnnew and NwnrW Resaurva- Dirisiar ufH'aler (,uann
WEI.LCONTQACTOlt CER"ri FI('lTIONn 2402
J. WELL CONTRACTOR:
MIKE MCCONAHEY _
Wul Colei jinese ot)Nate
GEOLOGIC EXPLORATION, INC:
Weilcwmawca wName
STREETADDRESS 176COMMERCEBLVD
STATESVILLE NC 20625
CitvWTan state zvcade
Tg( a 1_ 372 7e65
Area code, Phone numMr
2. WELL INFORMATION:
SITE WELL IO a(e Appaepe) MWLA
STATE WELL PERMITp11 Appaaae)
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WELL USE (Chosli ApplI For) Natoli 10 MunapaL'PaMIc
IMu4nNlCaanvcrN U Agnoiltval❑ Recovery IT lNecnmL
ImgallomT Otba ❑ (Tal use)_. DATE MILLED 10oTO09
TIME COMPLETED_ AMID PM --I
A WELL LOCATION;
CITY. ASHEVILLE _ _ COUNTY 9UNCONT
WRIGHT BROTHERS WAY 28732
tAmn Nam,W be,s.CPmmm%. Satavaon LINO. PB tU ZPC3i )
TOPOGRAPHIC I LAND SETTING
❑Sidle LTValley OFIa GRidge Ll Doo
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anacnealo rev bond ml a.Nv,q 6PS)
I. FACWTVn em,memlrx w.+e...n.. n.�..+nlwxa
FACILRYIDa(a applleable)
NAME OF FACILITY ASHEVILLE AIRPORT
STREFTADDRESS WRIGHTSROTHERSWAY
ASHEVILLE NC 28732
- 6nya pawl State 2W ratio
CONTACT PERSON ASHEVILLE REGIONAL AIRPORT_
MARINGADORESS 61TEHMINALDRIVE _
FLFTCIIER NG 28732
City a Loon State Zp Code
I_J-
Aracode- Phone humbor
S. WELL DETAILS:
a. TOTAL DEPTH: 2O0 FEET
It, WES WELL REPLACE EXISTING WELL? YES P N()
c. WATER LEVEL BNmv Topof Casing. 50 FT.
(Use -: it MI TOP a Casir i
d. TOP OF CASING IS 2 5 Fl. Abme Laid SUONII
'Top a ca Ing tarmnated ape hlwi we wfacemay repuire
a rariaxz In hccadance
rlh 15A NCAC ZC 0118,
6. YIELDIgpml NIP
_METHOOOFTEST NIA
L DISWFECTION:TYpe
NM Amount NIA
g. WATERZONES(dat
i
Fran_,_Ta_
Frear­ TO�
Plan_ -To
Froni To
Fran__TO—
Fran_Tb_
G. CASING
TMrh,tess!
ra�¢ett
DRAer Wseaeiab PVC M.
Frm10� _UDpIh Fa '`0
FL
Fdon-_TO- _FL__
7, GROUT: Peplh
Manowl Mvhod
00 1 0
PI Fnnrav; .mno allRRY
Fran _ Fo
FP.Io_FL
FIAT_ To_
Ft
a. SCREEN: Beers
Diamner Sal Size Nouriai
FraeI be To 200
F)20 In 010 In PVC
Fran —to Ft
— In —
I lo,_rt_In
— In
9. SANDIGRAVEL PACK:
Depth
Sue MEADOW
Fran 31 _ To_200
q, 3040 FINE SILICA SAND
Ran Tn_
FL_
Fran__)a_
10 DRILLING LOG
From To
Formalibn Desrnplion
on Tb
RTNVOQwNSANDY Sit r
I Too
SILVER:GRAY SILT Y SANU
9 20C
ONANGEMRUWNSANOY SILT
11.REMARKS: — _—
SENTONITE SF.AI FROM I O TD3A FEET
S fl.Tn10NT p AIaq OYvff TW$5"Blood
TEGNATUREOF EH ONAUC
MIKE. MI UNAIMY
PRINTED NAME JF PERSON CONSTRUCTING THE WELL
Submit the original to the DiviSlOn of Water Quality within 30 days. Attn: In(onnation Mgt, Fadi LIT
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone Nm(919)733-7U15ext666. Re.. 7105

��BORING
LOG
Drill Rig : Dietrich D-50
Date Drilled: 10/6/09
Logged 8y:
Boring Dia: 6.6 Inches
Boring Number: AA MW-2A
Bobby Crandall
E
n
Blow
Counts
Completion
Depth
Feet
Lithology
Description
Gty silty sand with mica
Tan cly silt
5
Tan cly silt, saturated
10
Tan cly silt with mica, s2nrated
19
Completion Notes:
Site:
Ground Elevation 2,099.9' Casing Elevation 2,102.71 Northing
636,617 12 Easting 945,291.16
Asheville Airport
Fletcher, NC
Project filcr.: Chaah
Page 1

I y(te-I
I. WELL CONTRACTOR:
NON RFS[DFNTlAL W ELL I Fill CTION RECORD
Noah CaRI Deparnlmll fL arvn:.Ird Nrnnl ltesourlxs 1310QUI Of for ELI
WELL C ONTRACTOR CER'I'It It ATIONb 2407
MIKE MCCONAHEY
Well C011FAM (Indima nG NarTle
GEOLOGIC EXPLORATION. INC.
Well Coneama CmWanYNamx
STKEETADDRESS 176COMMFRCFBLVD
STATESVILLE NC 28625
CyorTwr Slay npCme-
]L W ). 872-7626
AYea cede Phone nVrlOer
2. WELL INFORMATION:
SITE WELL ID MN RO,oaac) MIN 2A
STATE WELL PERMITOO apprcade)
DWQ a OT HER PERMI 1 el.l Nin'Lanlin__ —
WELLUSE(Ch" ApplicaWl- Box) MuntlVmo vK MunrcoaloPr46.-
IrrdushialrClArlmerudFl Agricmlural Ll RewLtvY EI InjeClirn(
Inlgmion[ D1Mr ❑ (141 Mel
DATE DRILLED IWa609 _
TIME COMPLETED AM('I Pat
} WELL LOCATION'.
CITY ASHEVILLE COUNTY BUNCOMBE
WRIGHTOROTHERSWAY 28732
(SINN Name NumCem 6ommnmlY. SuDOmwM, LM No Px"I
:r]e)
TOPOGRAPHIC I LAND SETTING
❑Sbpe (Wage, Fiat CRidge LI Cover
lcnea zPpoprare Mx)
LATITUDE bLn la wnugx,.
nW:
nI
LONGITUDE _ mideum lIrn'vn
latitu1e90nelnrdemprce ❑GPS )Topneraphicmap
IocJron of wexmu:roe shown on a us05 topo map Ono
attacAetl ro mu ro,m amr usr� GPSy
4. FACILJTY..,Ine ��.amxw:,m:e..rr.me..r .ru.IN
FACILITY ID ail appLwMep__
NAME OF FACILITY ASHEVILLE NRORT
STREET ADDRESS WRIGNI BROTHERS WAY
ASHEVILLE NC 787M
CRya Tam sMe zu Gctlu
CONTACT PERSON ASHEVILLE REGIONAL A:RPI NI -
MAILING ADDRESS 61 TERMINAL DRIVE
FLETCHER NC 28732
ON a Twat Slate by Code
u-_
Area cak- Phmernanhe
S MEL DETAILS:
a. TOTALOEPTH: 15,0FECT
b. DOES WELL REPLACE "BEING WELL? YFSC NI
e. WATER LEVEL NMI of CoaieiI 30 _Fl.
(Use - R AEme TOP n1 Casing)
L TOPGFGASINGIS 25 FT, Ahae Land SUI
.1to of casTig lermnlalel ally baw land surface may resom
a Wlianct; m accordalcewth 15A NCAC 2C 0115.
¢. YIELD(gli NIA METHOD OF TEST NIA
L DISINFECTION:Type N%A Amount NIA
g. WATER20NESUJ IIR)
Frwn___TeFrois To
Fron, To Frwn_To__
From___To___ Fran_To
6- CASING: 1h(9rrre al
ENIT uld
Frmr00 Dr FI IN a Ts�i9b lOuO
From—_Tq__FL_
Frrm_ to FL_
a. GROUT: 'rotes ManARl MI
Fran 0a_fu-IIN Fl PWIL11SLURRY
Frpn _ To FL
Fan__i n, Ft.
8. SCREEN: GA Ih Dianata Sim Size Malwat
Fran 50 To 150 FI120 In 010 n PVC_
Fan__ __ to_ IT -In _ in.
From__ _FI Irl ID
9. SANDIGRAVEL PACK:
Detah Sue Ma ons
Frou 3C -To 1=00-FI 2040 FINE SILICA SANG
FIRM— _, To -
FL —From To FI.__,
10. DRILLING LOG
Frmn I Formagan Desvlpllon
00 1LI _ REDIBROWN SANDY saI
l 0 10 a _ SILVEWORAY 58 TY SANG
100 150_ DRANGEERUAN SANDY SIP
1f.REMARKS.
BENTONITE SEAL FROM I 0 TO3 0 FEET
nn Hf4Ee HSAIEr CONS`ftuC1EnIN PCCWGIRS
NCE Wmr
aaco.�0497.x: rn o NAND -n+TNwn. of s
6o a FO xr r
R3/09
SIGe�il- LURE FCRTli_ IC L CONTRACTO DATE
NTKR MCCC'NAIIP.T
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. AnnInformation FIRE, Fan GW-Ib
1617 Mail Service Center -Raleigh, NC 27699-1617 Phone No. (919I T33-2015 ert 568, Re. 7005

PROJECT: Asheville Airport Well Installation
PROJECT NO: 0059.53
WELL/BORING NO:
STARTED:
10/6/2022
MW-2113-Al
COMPLETED: 10/6/2022
DRILLING COMPANY: Geologic Exploration
NORTHING:
EASTING:
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV:
M.P. ELEV:
BOREHOLE DIAMETER: 8"
DEPTH TO WATER:
10.5' BTOC
TOTAL BOREHOLE DEPTH: 25' BGS
NOTES: BGS = Below Ground Surface
SCREENED INTERVAL:
15 - 25' BGS
TOTAL WELL DEPTH: 28.50' BTOC
BTOC = Below Top of Casing
LOGGED BY: R. Jacobs
CHECKED BY: K. Ferri
a
U
O0
DESCRIPTION
WELL CONSTRUCTION
G
Qa
R
Protective casing
with locking cap
Neat Cement
Grout (0-8'
BGS)
Bentonite
Holeplug (8 - 13'
BGS)
2" Sch 40 PVC
Riser
Sand Filter Pack
(13 - 25' BGS)
2" Pre -Pack Well
Screen (15 - 25'
BGS)
410 SynTerra CLIENT: Duke Energy Progress
148 River Street, Suite 220 PROJECT LOCATION: Arden, NC
Greenville, South Carolina 29601
SynTerra Phone:[phone]
PAGE 1 OF 1

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information-
JOHNNY BURR
Well Contractor Name
A - 3098
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION
Company Name
2. Well Construction Permit #: WM0100519
1.i,r a0 apphc-ahle irell construction permlrs (i.e. UK', (henry, State, l'ariance, etc i
3. Well Use (check well use):
Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating_lCooling I
OMunicipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑ Wells > 100.000 GPD
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 F
4. Date Weil(s) Completed: 10/06/22 Well ID# MW-2B-A1
5a. Well Location:
ASHEVILLE AIRPORT
Facility/Owner Name Facility 1DN (ifapplicable)
275 WRIGHT BROTHERS WAY FLETCHER 28732
Physical Address, City, and Zip
HENDERSON
For Internal Use Only:
14. WATER ZONES
FROM To DFscaIPTION
ft. ft.
ft, R.
IS- 011TF.R CASING Ifni m Isi....a . 11.1 no r rnrrD ru.....r.._r.i_.
FROM
TO I DIAMETER THICKNESS
MATERIAL
lr
16. INNER
CASING OR Tt1BING eothermal
closed -loon)
FROM
TO
DIAMETER
I THICKNESS
I MATERIAL
0.0 ft.
15,0 r'•
2.0 In.
SCH 40
PVC
ft.
ft.
in.
1 15.0 fr• 1 25.0 ft' 1 2.0 In• f .010 1 SCH 40 I PVC
ft. I R.
0.0 ft. 8.0 " PORTtANDBENTONRE SLURRY
ft. ft.
IY. aALIUMPKAYLL
FROM
rAGA
TO
if ailolkilibiel
MATERIAL
I EMPLACEMENT METHOD
13.0 n
25.0 ft'
20-40
FiNE SILICA SAND
FROM
TO
DESCRIPTION Icelor, hnrdn wiVnpcL type, itnin rite, elf.
0.0 ft.
20.0 rt•
BROWN SILTY CLAY
20.0 r.
25.0 ft-
GRAY SILTY CLAY
ft.
ft.
R.
ft.
ft.
n,
n.
R.
ft.
ft.
21. REMARKS
county Parcel Identification No. (PIN) BENTONiTE SEAL - 8.0 - 13.0 FEET
Sb. Latitude and longitude in degrees/minutes/seconds or decimal degrees: *** U-PACK SCREEN *"*
(ifwei: field, one latllong is sufficient) 22. Certification:
350 26' 40.24" N 82" 32' 26.39'r
6. Is(are) the well(s): [9Permanent or ❑Temporary
w 10/10/22
Signature ofCenified Well Contractor Date
7. Is this a repair to an existing well: ❑Yes or ®No
Ifshis is a repair, Jill out known well construction iteforniauon and explain the mature ofthe
repair carder s1l remarks section or on site back ofihis form.
S. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only I OW-1 is needed Indicate TOTAL NUMBER of wells
drilled:
9. Total well depth below land surface: 25.0 (ft.)
1•irr nrrditple well. lrcr alt deprhs if derenl (example d rt 00' and 1©!00')
10. Static water level below top of casing: 8.0 (ft.)
If water lerel is above casing, use '
11. Borehole diameter: 8.0
AUGER
Bysigning dox form, i hereby cerr fy that the meR(s) was (were) constructed in accordance irilr;
1 SA NC AC 02C Oi00 or 15A NCAC 01C .0100 Well Construction Standards and that a cnpr
ofrhis record has been provided to the well ouder.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well construction mto
(add See Over' in Remarks Box). You may also attach additional pages if necessary
24. SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells: Original form to Division of Water Resources (DWR),
Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For lniection Wells: Copy to DWR, Underground Injection Control (IUC)
Program, 1636 MSC, Raleigh, NC 27699-1636
i.. Well construction method: 24c. For Water Supply and Open -Loop Geothermal Return Wells: Copy to the
{i.e. auger, rotary, cable, direct push, tic.) county environmental health department o the county where ml le
FOR WATER SUPPLY WELLS ONLY: 24d. For Water Wells producins over 100 000 GPD: Copy to DWR, CCPCUA
13a. Yield (gpm) Method of lest:
Permit Program, 1611 MSC, Raleigh, NC 27 -Ifil 1
13b. Disinfection type: Amount:
Form GW-I North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018

��
BORING LOG
Drill Rig: Dietrich D-50
Date Gilled: 10l7f09
Logged By:
Boring Dia: 6.5 Inches
Boring Number: AA MW-4A
Bobby Crandall
EBlow
Completion
Depth
LiMology
Description
w
Counts
Feet
rn
Orange sill
5
Tan and orange cly slit win mica
0
10
Olive green cly sill with mica
Tan and wainge silt with tr mice
m
o
18
e
20
Tan sily wl rock fragments
{__---_ _
25
Tanlorangelwhue saprolite
TarlorangeMNtelloack saprolite
30
35
Tanforange silt wl tr clay. wet
40
Weathered rack, saturated
-- ---
Completion Notes:
Site:
Ground Elevation 2,152.0' Casing Elevation 2,15155' Northing
Asheville Airport
p
635,188.59 Easting 944,975.13
Fletcher, INC
Project No Charah
:Page 1

NONRESIDENT/AL tI,ELIJ 0NSfRTCTl01N RV,('O
Noin, C4mlin:1 Depamnlnt Of I nr i 11' P, It aad Rental Reswna,- Uir iewr ter ti mar (gmldl
W'LLLC0NTRAC1(9RCf1R1IFI(1ATI0NA 241s'
I. WELL CONTRACTOR:
MIKE MCCONAHET
at Cmlreda Uwrvi miall Name
GEOLOGIC EXPLORATION, INC
Well Cermacla CmEpony Name
STREET ADDRESS 116 COMMERCE BLVD
STATESVILLE NC 28625
City At Torml Stale ZIP Come
TOf 4 F 872-11
Area code- Phone rmmUa
Z WELL INFORMATION:
SITE WELL ID end euol,cme!
STATE WELL PERMITM01 nPdceaq_
OWO ar OTHER PERMIT MITI sorhosUlel_
WELLUSEIChMk A;)Mr e8m)MoolmngK 6lunlcpaFFu0hr
IrWUslnd/CvmnaaM Ll AgnaAlwd_^, Recauay'_1 tried-m
Imma iarp 01M D (h51 Ke) �—
DATEDitlLLED T0100/05
TIMECOMPLETEO AMIJ EMIT
3. WELL LOCATION'.
CITY. gSHEVILLE COUNTY BUNCOMBE_
WRIGHT BROTHERS WAY 26732
(s4ttl Name.Nu M WPWT714 $uMlmilrn, LOT NO Parcel bet
TOPOOPAPHIO/LAND SETTING
[]Slope ❑V3ky EJFlal ❑Ridge Din
fmaM OPP^Pncm coal - —II
LATITUDE _ — - Mwttn ter,
na.
LONGITUDE _ v h.mnll.m
Latilndcdonglmdcsmrce. [TIPS CTOPDuaphlc(EMP
Pashan of web must he shown on a USES Was map Per
arcaostif to this Ivan If rM using GPSI
L FACILITY,r, lame WPM ar.wc O. r.a a E.LIna
FACILITYIDM(Aapplicade) _—
NAMEDFFAGILITY ASHEVILLEAIRPORI
STREET ADDRESS WRIGHT BROTHERS WAY'
ASHEVILLE NC 211712
GnywTamt state zmcme
CONTACTPEREON ASHEVILLE REGIONAL AIRPORT
MAILINGADDRESS 61TERMINALDRIVE _
FLETCHER NC 20T32
Curer Tom Stale Zip Calc
I —
A)Pa EMe. Prmt a i)Jmbo'
S WELL DETAILS:
a. TOTAL DEPTH: 45.OFFET
FIT DOES WELL REPLACE EXISTING WELL? YES [ NOT
c. WATER LEVEL Bdwa I W of Casing: 33 0 f T
(Use'*" If Atiew Top of Cas nig
d. TOP OF CASING IS O.V FT, A60Ee Larld Striae¢'
-Tap d rasing lermnalea Wl Wow Wad surface may recore
a Va en e m aecadrmee win 154 NOAC 2C 0118
e. YIELD filter) NIA ._METHOD OF TEST N/A
I. DISINFECTION: TYPO N/A Amount NIA
a. WATER ZONES Id¢Ibr
FEW Td__ Fram_ta_
From__ -To_ From To
Fran__._To— Fit To__
6. CASING: 211Tmcknorel
OrgiYDin
rter NW PVm
Fina; 0.0 a 300 P G
Fran"o_ FI
FrEm__ to Ft_
1, GROUT, Irepm Material Methol
FaE1CD to 230 Ft FoVwW uaduw. SLURRY
From_ to Fl.
Frinl_ to_. Ft.
e. SCREEN: IXPtI' TerMa Star Site Malame
Frant 00 Ip 450 FI:RO In. 010 IT EPIC
From__ To— _F-_ __
Fran_ TO _
9. SANDIGRAVE_PACK:
Uemh Size Mmaial
From, PO to 4!,0 FL 20440 FINE SILICA SAND
From_ -_io Ft
Fran, _ to Ft__
IT, DRILLING LOG
From IF Is Formation OescriptiOn
00 it GRA59ROPSOIL
to IUD REDOROWNSANOY5117
100 Y'J :1_ OLAC✓EEREO SANDY SITE
P00 4s__ Tko"RANGE SANDY SILT
It. REMARKS.
BENTONITE SEAL FROM 23 0 TO 210 FEET
ISCHItat CE " nor mo WELL WAS CM91RJCrFsPE(LCDDOASmL Vem
t A AG Y: (�ti5 1:rgN STANDARD$ AND THAI A COPY Gr mrS
aP Oa TU n'=a IF RE[ i AC /
/ ,IW9N
SIG TUNE ;ERTIF p WE L C N FACT OATS
PIKE IV ('TIAIL V
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 3D Days. Ann: Information Mgt, Fain GW-16
1617 Mail Serrilce Center -Raleigh. NC 27699.IS17 Phone No. [phone] ear 668. ReE.?ms

BORING LOG
Drill Rig: Dietrich D-50 Date Drilletl: 10/7109 Logged By'.
Boring Dia: 6.5 Inches Boring Number AA MW-5 Bobby Crandall
Slow
E Counts (Completion Depth
Lilhology Description
5 brown and tan sill with mire
Orange and can sill with mica. V clay
10
15 � Tanlorangeivvinbe silt wl mica
Tan/purplelwhlte saprolile. Ir min
20
25-------- BrowNwhde saprolide, tr mica
Tani saprolite, tr mica
30 _ � ---- Tan silt, d mica
35 e�-===__ = Tanlomngetwhitesaprolile abundant mica
TanN+hilelpink saprolite.lr mica. moist
-
e0--- - - - -
-- TaivorangeMnte sapmlde, tr mica. moist
45 _ _ Tanloange saprolite tr mica. meet
Tan!crangelwhite saprolite abundant mica, saturated at 50'
TanMhite saprolite, it mica, saturated
55
Completion Notes: Site'.
Ground Elevation 2,,152 0' Casing Elevation 2,153.86' Northing Asheville Airport
636.320.32 Easting 944,677 45
Fletcher, NC
Project No.: Charah Page 1

NoNRESIUENTIAL% LLCONSTRUc I[ON RECORD
Nenh Lamhna Ucumment Of Ir1Hnumn11 and NTmn I Rceourm, D Sxxl of Nater Umiin
WELL CONTRACTOR CFRT'IFICATIONN 24
1. WELL CONTRACTOR:
MIKE MCCONAHFY
Well Contractor (Inthwimo) Name
GEOLOGIC EkPLORATION. INC.
Well Conbacta Canal Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVIL LE NC 28615
CttylailTeval State
ZIP CMe
C70L 8924886 -_
A,eacoee Phartnumeer
2. WELL INFORMATION:
SITE WELL 0 Apf ePpluNe) MI
STATE WELL PERMITOLI ewlcaael --
DWOorOTHERPERMITOtilaspeffadel_
WELL USE IChak APPLcaUle Bd+) sholawnS E, Murm:IpallPuGLc'
IrquabldlCamm�nal [] AgrlpUOurd l� Rocmv+.yC lnlecbon
IngatnnCl Dean F] PH usel �
DATE DRILLED 10M6I05
TIMEOOMPLETED_._._ AM I I PM'
3. WELL LOCATION:
CITY ASHEVh LE COUNTY BUNCO BF
WRIGHT BROTHERS WAY 28732
(svee N:,me Nvv.beo. Oanma,mv abd,.No., Lonl Na P+,=e a,r L d,
TOPOGRAPHIC 1 LAND SETTING
❑Slop= rValley nFlat I1RspA r I OINK _ -
redecklWarnareMxl
LATIIUOE
LDNGII UDE �nµ.4ln r..i
LuKKIE/1011S I&source: AGPS ❑Topugraphia map
(acaoan of wepmust &e slum on a USED Iona map and
attached N this farm d not dsvg GPS)
4. FACUJI ta,mmnu ra, tiowees..w. Ill 10 Is M111I
FACILITY ID N(II onphrdrat __—
NAME OF FACILITY ASHFVILLE AIRPORT
STREET ADDRESS WRIGHT BROTHERS WAY _
ASHFNLLE NC 267'':
CAYIN iwDr SIMc ZIP (if
CONTACTPERSON ASHEWLIP RFGIONALAIRPONT
MAILING ADDI BITFRMINAL DRIVE
RFTCHER NO 2813"
City a TLWI SOLE ZIP CWe
u- -
Area code - Pnmenumna
8- WELL DETAILS:
a. TOTAL DEPTH: 57 0 FEET
Is. DOES WELL REPLACE EUSTING WELL? YES [. NI: I
c. WATER LEVEL BGo.J I m d Casing: 440 FI
(Use '+' if AEow Top of Casing)
It. TOP OF CASING IS 2 5 _ I T. Allow Lane Sutlece'
-1 on d casing lenninalal WV hrlpx lane surface may repave.
a vanena rn satlance eilb lSA NCAC 2C 0118
E VIELD(gpm)a_NIA_ _METHOD OF TEST NIA
L DISINFECTION: Type WA Anaaaa NIA
a. WATERZONESIeepinl
Item- To Fill to
Fmlr.__ ro_ From_. To
Fmm _.To-_.-. Fri .To_
6. CA61N6.
Thicem iV
�IaInNN 5114 =�cld
FrOn 00. 42_U
FI. N
_D1u
Ftpm_ _I __FL__N
Fmin_ _ lo__Ft_.
-- ---
T. GROUT; OroM
MaterMl "fall
UG 36 U
vn SLURRY
Feel 10
- —
FI
F-la�
FL ---
From-—
FI_
0. SCREEN: Hall
Dmrsea l Sid Size maC o
Fron 42t' 'o 5'0
p 2(1 010 PVC
Fran_— _
FI _
Fre1__''0—
Fl to
9. SANDIGRAWL PACK -
Coati
Sae Mated.
Fran 4D __ To ST_0
FI 20m40 FINE SILICA SAND
Fcmt To
F9._
From_ Tn__FI.__,_
10. DRILLING LOU
From To
Formation De5O1(1lIPn
UU ID
wEFOsr OPS011
10 Into
REEtlROWN SANDY Sort
0 a 350
FROWNTEDSANOY 5111
Sint 4e 0
FAMORANGE SANDY 51Li
It. REMARKS:
RENIDNRE IF AL FROM 36'J TO 4D 0 FEET
IWNC0.0 ollolyietLiv
Ker =1MXTCIL5
AN'JnnCaaPNn INPPinC(PY Or rM6 VlnN
uapNrn 51' All oTNl
Pose
GATE
E
MIFF. MCCIFAHF:Y
PRINTED NAML OF PERSDN 60N5114UGT(NG THE WELL
Submit the original to the Division of Water Quality within 30 days. ADn: Information Mgt, Form GW In
1617 Mall Service Center. Raleigh, NC 27699-1617 Phone No.19191733-TO15 er1588. Rev TITS

Geosyntec " Geosyntec Consultants of NC, PC
BORING LOG
1300 South Mint Street, Suite 300
consultmts Charlotte, North Carolina 28203
BOREHOLE ID: MW-6
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 8"
BORING DATE: 811312018
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Morteza Khorshidi
NORTHING: 636586.6
DRILLING CONTRACTOR: Terracon
EASTING: 945095.1
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2100.1 ft
oo ��>
�Z
v
Lithologic Description
'
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
o .PVC
Stick-up: 2.3
o. 'o
ft
Lithologic
6.(
descriptions at
o; ro:
depths without
samples are
Grout
approximated by
°
observations of
o. 10
cuttings.
Silty SAND (SM) (RESIDUUM);
brown; moist; very loose; with
o .
2-2-2
1.5
trace clay; trace mica
o. o
2095
-5
Water table at 7 ft
Bentonite
bgs at time of
Seal
boring drilling
Silty SAND (SM) (RESIDUUM);
brown; moist; loose; with gray
7-4-3
1.5
sand at bottom 3"; trace mica
2090
-10
Sandy CLAY (CL)
(RESIDUUM); grayish brown;
2-2-2
1.5
wet; soft
Filter
2085
-15
SAND (SP) (RESIDUUM); fine
Pack
grained; tan; wet; very loose;
(Sand)
with grayish sand at top 2";
Screen
slightly micaceous
Silty SAND (SM) (RESIDUUM);
grayish tan to brown; wet;
2-3-5
1.3
loose; with white sand seams
Boring Terminated at 20.0 ft
bgs.
Page 1 of 1
Total Depth: 20 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-11
1. Well Contractor Information:
Abel McGuire
Well Corrector Name
3571-A
NC Well Contractor Certification Number
Terracon
Company Name WM0100443
2. Well Construction Permit #:
List all applicable cell constructioupermits (i.e. UIC County, State. Eniance. etc.)
3. Well Use (check well use):
Water Supply Well:
(Heating/Cooling Supply)
Storage and Recovery
Test
rental Technology
trial (Closed Loop)
4. Date Well(s) Completed:8/14/18
Sit. Well Location:
Asheville Regional Airport
[]Mmicipal/Public
®Residential Water Supply (siuglc)
®Residential Water Supply (shared)
Groundwater Remediation
Salinity Barrier
I3 Storriwater Drainage
[ Subsidence Control
Tracer
Well ID# M W-6
Facility/Owner Name Facility ID# (ifapplieable)
Asheville Regional Airport, Fletcher, NC 28732
Physical Address, City, and Zip
Buncombe
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one Int/long is sufficient)
35.447407 N-82.542773 W
6. Is(are) the well(s)OPermanent or 13Temporary
7. Is this a repair to an existing well: []Yes or Jallo
Ifthts is a repair. ill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:1
9. Total well depth below land surface: 20 (ft.)
For multiple wells list all depths ifdiffereat (example- 3@200' and 2@100')
10. Static water level below top of casing: (ft)
Ifwaler level is above casing, use "+'
11. Borehole diameter: 8 (in.)
12. Well construction method: Hollow .Stem Auger
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER TONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING (for multi -cased weld) OR LINER ifa Hcable
FROM
TO DIAMETER TmCKNESS MATERIAL
ft.
it.
16. INNER
CASING OR TUBING eothermal
closed -too
PROM
TO DIAMETER
THICKNESSI
MATERIAL
-2.3 fr•
10 ft. 2 i°
SCH 40
PVC
it.
ft in.
17. SCREEN
FROM I
TO
DIAMETER
SLOTSIZE
THICKNESS
MATERIAL
10 f,
20 PU 1
2 i°-
0.01
J SCH 40
1 PVC
ft.
ft.
in.
IS.GROUT
FROM
I TO
I MATER4V,
EMPLACEMENT METHOD &AMOUNT
0 ir.
5 rat•
CEM-Bentonite
Slurry through termie pipe
ft.
ft.
ft.
ft.
19, SAND/GRAVEL PACK
app.c.ble
FROM
TO
MATERIAL
EMPLACEMENTMETHOD
9 ft.
20 ft.
DSI Well Pack
Pour
H.
ft.
20, DRILLING
LOG (attach
additional sheets If necessary)
FROM
10
DESCRIPTION ficolm, hardness. soNmek Type, grain size etc
0 tc
20 It.
Silty sand with trace clay
ft.
ft.
ft.
ft.
ft.
ft.
ft.
R.
ft.
ft.
ft.
ft.
21. REMARKS
22. Certification: gAW`
Signature of Certified Well Contractor Date
By signing this form, 1 hereby certify that the wells) 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 INSTRUCTIONS
24a. For AD 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 lniection Wells: In addition to sending the form m the address in 24a
above, also submit one 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 (gpm) Method of test: 24c. For Water Supply & lniection Wells: In addition to sending the fort to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the comfy health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2.22-2016

Geosyntec " Geosyntec Consultants of NC, PC
BORING LOG
1300 South Mint Street, Suite 300
consultmts Charlotte, North Carolina 28203
BOREHOLE ID: MW-7
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 8"
BORING DATE: 81912018
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Morteza Khorshidi
NORTHING: 636464.5
DRILLING CONTRACTOR: Terracon
EASTING: 945741.9
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2120.3 ft
oo ��>
�Z
v
Lithologic Description
'
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
2120
0 .
Stick-up:
0 o
ft
Lithologic
o
descriptions at
o• o:
depths without
samples are
approximated by
°
observations of
°' 10
Grout
cuttings.
Sandy CLAY (CL)
(RESIDUUM); brown; moist;
o.
2-2-2
1.3
soft
o• 'o
-5
2115
a
�.
o. !oPC C
a
Bentonite
Seal
Water table at 8.8
CLAY CL
Sandy ( )
ft bgs at time of
(RESIDUUM); brown; moist;
2-3-3
1.3
boring drilling
firm
-10
Clayey SAND (SC)
2110
(RESIDUUM); brown to
whiteish gray; moist; loose;
with traces of mica
X.
Silty SAND (SM) (RESIDUUM);
fine grained; brown; wet; loose
2-3-3
10
1.3
Filter
-15
Pack
2105
(Sand)
Screen
Silty SAND (SM) (RESIDUUM);
dark brown to grayish brown;
2-2-4
1.5
wet; loose
Boring Terminated at 20.0 ft
bgs.
Page 1 of 1
Total Depth: 20 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
Abel McGuire
Well Contractor Name
3571-A
NC Well Contractor Certification Number
Terracon
Company Name WM0100443
2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC County, State, Variance. etc.)
3. Well Use (check well use):
Water Supply Well:
3I Agricultaml
_JGeothermal (Heating/Cooling Supply)
3IndustrialiCommercis]
-ilbriaation
Non -Water Supply Well:
x�Monitoring
Injection Well:
Aquifer Recharge
Aquifer Storage and Recovery
:)AquiferTest
Experimental Technology
Geothermal (Closed Loop)
Geothermal (Heating/Cooling Return)
4. Date Well(s) Completed:8/14/18
5a. Well Location:
Asheville Regional Airport
®Municipal/Public
®Residential Water Supply (single)
Residential Water Supply (shared)
®Groundwater Remediation
Salinity Barrier
® Smnnwater Drainage
Subsidence Control
®Tmeer
order #21
Well ID# M W-7
Facility/Owner Name Facility ID# (if applicable)
Asheville Regional Airport, Fletcher, NC 28732
Physical Address, City, and Zip
Buncombe
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one latllong is sufficient)
35.447135 N-82.540588
6. Is(are) the well(s)oK Permanent or ®Temporary
7. Is this a repair to an existing well: 13Yes or MNo
If this is a repair, fill out known well construction information and explain the nature ofthe
repair under #21 remarks section or on the back ofthis farm.
S. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:1
9. Total well depth below land surface: 20
For multiple wells list all depths ifdifferent (example- 3@200'rand 2@100')
10. Static water level below top of casing:
If water level is above casing, use
11. Borehole diameter: 8 (in.)
12. Well construction method: Hollow .Stem
(i.e. auger, rotary, cable, direct push, etc.)
er
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15.OUTER -CASING for
multi<aeed wells OR LINER ifa Bcable
FROM
TO
DIAMETER THICKNESS st El .
ft.
I D.
I in.
16. INNER
CASING OR
TUBING(geothermal
closed-l000ll
FROM
lb
DIAMETER
TBICKNESS
MATERIAL
2.6 TL
10 ft-
2
SCH 40
PVC
ft.
ft.
n.
17. SCREEN
FROM
TO
D1vh1ETER
I SLOTSIZE
THICKNESS
I MATERIAL
10 fc
20 fI•
2 In'
0.01
SCH 40
PVC
ft.
ft.
in.
IS.GROUT
FROM
I TO
MATERIAL
I MPLACEMENTMEFHOD&AMOUNT
0 R-
7 ft•
CEM-Bentonite
Slurry through termie pipe
ft.
ft
ft.
ft.
19. SAND/GRAVEL PACK
up ble
FROM
I To
MATERIAL
EMPLACEMENT METHOD
9 IT,
20 ft •
DSI Well Pack
Pour
ft.
I ft.
20. DRILLING
LOG attach
additional sheets if tteeessa
mom
I TO
I DESCRIPTION colur,haMnemsoiVroek a r win ele.
0 ft•
9.5 It,
Sandy clay
9.5 TM•
20 It*
Silty sand to clayey sand
ft.
ft.
D.
ft.
ft.
ft.
n.
ft.
ft.
ft.
21. REMARKS
22. Certification:
fn(6.,. $-Z7-��
Signatdfe of Certified Well Contractor Date
By signing this form, I hereby certify that the wells) was (were) constructed in accordance
with 15A NCAC 02C.0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy ofthis 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 INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
(ft.) Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Wells: In addition to sending the form to the address in 24a
above, also submit one 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 (gpm) Method of test: 24c. For Water Supply & Infection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of W ater Resources Revised 2-22-2016

Geosyntec " Geosyntec Consultants of NC, PC
BORING LOG
1300 South Mint Street, Suite 300
consultmts Charlotte, North Carolina 28203
BOREHOLE ID: MW-8
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 8"
BORING DATE: 81912018
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Morteza Khorshidi
NORTHING: 636238.8
DRILLING CONTRACTOR: Terracon
EASTING: 945584.3
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2139 ft
oo ��>
�Z
v
Lithologic Description
'
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
o .PVC
Stick-up: 2.9
°. '°
ft
Lithologic
o
descriptions at
°; r°:
depths without
samples are
approximated by
2135
Silty SAND (SM) (RESIDUUM);
°
observations of
brown; moist; loose
2-3-3
1.5
cuttings.
-5
a
°
Grout
a
2130
Silty SAND (SM) (RESIDUUM);
°
'
brown; moist; loose; with traces
°
2-4-4
1.5
-10
of clay
°
°
Water table at 11
°
ft bgs at time of
boring drilling
Bentonite
Seal
2125
Silty SAND (SM) (RESIDUUM);
brown; moist; loose
2-3-4
[1.5]
-15
Silty SAND (SM) (RESIDUUM);
dark brown to white; moist;
loose; with traces of mica
2120
Clayey SAND (SC)
(RESIDUUM); brown; wet;
Filter
4-8-1
[1.5]
-20
medium dense; with traces of
Pack
mica
SAND (SP) (RESIDUUM); fine
(Sand)
grained; brown to yellowish
Screen
brown; wet; medium dense;
with traces of clay
2115
Not Sampled
—L
0.0
Boring Terminated at 25.0 ft
bgs.
Page 1 of 1
Total Depth: 25 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
Abel McGuire
Well Contractor Name
3571-A
NC Well Contractor Certification Number
Terracon
Company Name
2. Well Construction Permit #: W M0100443
List all applicable well construction permits (f.e. UIC. County. State. Variance. etc.)
3. Well Use (check well use):
Water Supply Well:
]Agricultiml
(Heating/Cooling Supply)
Well:
Recharge
Storage and Recovery
Test
rental Technology
mal(Closed Loop)
[3Municipal/Public
Residential Water Supply (single)
®Residential Water Supply (shared)
Groundwater Remediation
® Salinity Barrier
©�Stormwater Drainage
L..0,f Subsidence Control
®Tracer
under #21
4. Date Well(s) Completed: 8/14/18 Well ID# MW-8
So. Well Location:
Asheville Regional Airport
Facility/Owver Name Facility ID# (if applicable)
Asheville Regional Airport, Fletcher, NC 28732
Physical Address, City, and Zip
Buncombe
Cowry
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/tninutes/seconds or decimal degrees
14. WATER
ZONES
FROM
TO
DESCRIPTION
ft.
fit
ft.
ft.
15. OUTER CASING for mu1H-eased wells OR LINER its Hcabla
FROM
TO DIAMETER THICKNESS MATERIAL
ft.
tt. io.
16. INNER
CASING OR TUBING eothermal
closed-loo
FROM
TO
DIAMETER
THICKNESS
MATERW.
-2.9 ft.
15 rt.
2
SCH 40
PVC
ft.
ft.
v.
17. SCREEN
FROM
TO
DIAMETER
SLOTMZE
THICKNESS
MATERIAL
15 b-
25 ft.
2 1°
0.01
SCH 40
PVC
fit.
ft.
iv.
18. GROUT
FROM
TO
FATERIAL
EMPLACEMENT METHOD &AMOUNT
0 ft-
11.7 ft.
CEM-Bentonite
Slurry through terrnie pipe
D.
ft.
re.
ft.
19.SAND/GRAVEL
PACK
I i livable
FROM
TO
MATERIAL
EMPLACEMENTMETHOD
13.9 fit•
25 ft,
DSI Well Pack
Pour
ft.
ft.
20. DRfLLING
LOG .Men
addidoval sheets if neeesse
FROM
TO
DESCRIPTION color, hardness, soil/rick tv e, grain sur, etc.
0 ft.
17 f-
Silty sand
17 fL
25 rL
Clayey sand to sand
n.
n.
a.
n.
n.
n.
fit.
D.
ft.
ft.
2LREMARKS
(if well field, one Iatllong is sufficient) 22. Certification:
35.446500 N-82.540190 w
6.Is(are) the well(s)OK Permanent or ®Temporary Signature of Certified Well Contractor Date
7. Is this a repair to an existing well: 13Yes or ®No
Ifthis is a repair, fill out /mown well construcdon informmion and explain the rotor, cfthe
repair under #21 remarls section or on the back of this form.
8. For Geaprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only I GW-1 is needed. Indicate TOTAL NUMBER of wells
dr:tlm 1
By signing this farm. I hereby cerfify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C.0100 or 15A NCAC 02C.0100 Well Construction Standards and that a
copy ofthis 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.
25
9. Total well depth below land surface:
(fL) 24a. For All Wens: Submit this form within 30 days of completion of well
For multiple wells list all depths if different (example- 3@200' and 2@100')
construction to the following:
10. Static water level below top of casing:
(ft.) Division of Water Resources, Information Processing Unit,
if water level is above casing, use "+"
1617 Mad Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8
(in.)
24b. For Infection Wens: In addition to sending the form to the address in 24a
Hollow Stem Auger
g
above, also submit one copy of this form within 30 days of completion of well
12. Well construction method:
construction to the following:
(i.e. auger, unity, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount:
completion of well construction to the county health department of the county
where constructed.
Form G W-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

Geosyntec " Geosyntec Consultants of NC, PC
BORING LOG
1300 South Mint Street, Suite 300
consultmts Charlotte, North Carolina 28203
BOREHOLE ID: MW-9
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 8"
BORING DATE: 81812018
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Morteza Khorshidi
NORTHING: 635682.1
DRILLING CONTRACTOR: Terracon
EASTING: 946061.8
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2160 ft
oo ��>
�Z
v
Lithologic Description
'
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
o .PVC
Stick-up: 2.9
o.
'o
ft
Lithologic
o
descriptions at
0.
r0.
depths without
samples are
approximated by
°
observations of
o.
o
cuttings.
a
Silty SAND (SM) (RESIDUUM);
0.
10.
brown; moist; dense; with
organics at top; trace mica
o
4-22-24
1.4
2155
-5
0:
!o:
a
0.
10:
a
o:
.o
a
r.
•0.
!o:
Silty SAND (SM) (RESIDUUM);
a.
Grout
brown to dark brown; moist;
dense; with quartz layers
0.
0.
g 17-21
1.4
2150
-10
0.
°
10
a
r;
.0.
!0.
a
0.
10:
a
Silty SAND (SM) (RESIDUUM);
o:
,.o
brown; moist; very dense; with
o
17-47-53
>
1.5
mica grains
0.
'o:
Silty SAND (SM) (RESIDUUM);
2145
-15
brown and grayish white; moist;
very dense; with small
°
weathered rocks
(Continued Next Page)
Page 1 of 2
Total Depth: 32 ft bgs engineers I scientists I innovators

Geosyntec " Geosyntec Consultants of NC, PC
BORING LOG
1300 South Mint Street, Suite 300
consultmts Charlotte, North Carolina 28203
BOREHOLE ID: MW-9
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 8"
BORING DATE: 81812018
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Morteza Khorshidi
NORTHING: 635682.1
DRILLING CONTRACTOR: Terracon
EASTING: 946061.8
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2160 ft
oo ��>
�Z
v
Lithologic Description
'
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
a
o.
,.o
a
Silty SAND (SM) (RESIDUUM);
Bentonite
brown; moist; very dense
Seal
24-26-55
>
1.5
SAND (SP) (RESIDUUM); fine
2140
-20
grained; gray; moist; very
Water table at
dense
20.5 ft bgs at time
of boring drilling
Silty SAND (SM) (SAPROLITE);
gray and brownish black; wet;
50
400.4
very dense; with saprolite
cobbles
2135
-25
Filter
Pack
(Sand)
Screen
Clayey SAND (SC)
(RESIDUUM); fine grained;
39-50
0.8
brown to grayish brown; wet;
very dense; with saprolite
2130
-30
peices at bottom
Boring Terminated at 32.0 ft
bgs.
Page 2 of 2
Total Depth: 32 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
Abel McGuire
Well Contractor Name
3571-A
NC Well Contractor Certification Number
Terracon
Company Name WM0100443
2. WellConstruction Permit #:
List all applicable well construction permits (re, f71C, County, State, Variance, etc.)
3. Well Use (check well use):
©Muoicipal/Public
(Heating/Cooling Supply) ©Residential Water Supply (single)
mmusercial ®Residential Water Supply (shared)
Recharge
OGroundwater Remediation
Storage and Recovery
05milinity Barrier
Test
OStmn water Drainage
rental Technology
O Subsidence Control
mal (Closed Loop)
OTracer
4. Date Well(s) Completea:8/14/18 Well ID# MW-9
Sit. Well Location:
Asheville Regional Airport
Facility/Owner Name Facility ID# (if applicable)
Asheville Regional Airport, Fletcher, NC 28732
Physical Address, City, and Zip
Buncombe
County
Parcel Identification No. (PM)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lao'long is sufficient)
35.445018 N-82.539421
6. Is(are) the well(s)OR Permanent or Temporary
7. Is this a repair to an existing well: Oyes or %ONo
lfthis is a repair.fill out known well construction information and explain the nature ofthe
repair under #11 remarks section or on the back fthis form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only I GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:1
9. Total well depth below land surface: 31.5 -(ft.)
For multiple wells list all depths ifdi(jerent (example- 3@200' and 2@100')
10. Static water level below tap of casing: (ft.)
If venter level is above casing. use ••+••
11. Borehole diameter: 8 (in.)
12. Well construction method: Hollow .Stem Auger
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING for.molti+cased wells OR LINER ifa Hea ble
FROM
TO DIAMETER THICKNESS MATERIAL
ft.
ft. is
16. INNER
CASING OR TUBING eotherT
clmed-lo
FROM
TO
DLIMETER
THICKNESS
MATERIAL
2.9 ft.
21.5 ft.
2 In'
SCH 40
PVC
ft.
ft.
in.
17. SCREEN
,
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
a&V ERrer
21.5 ft•
31.5 ft--
2
0.01
SCH 40
PVC
ft.
ft.
n.
IS.GROUT
FROM
I TO
MATERIAL,
I EMPLACEMENTMETHOD&AMOUNT
0
17.5 ft-
CEM-Bentonite
Slurry through termie pipes
Ift.ft.
rt.
19. SAND/GRAVEL PACK,
p ieable
FROM
TO
MATERIAI.
EMPLACEMENT METRO.
19.5 ft•
31.5 ft.
DSI Well Pack
Pour
20. DRILLING
LOG buftch
additional sheets it necessary)
FROM
TO
DESCRIPTION dolor, hardness SwVrock ry in stp, etc.
0 ft.
26.5 ft.
Silty sand
26.5 ft.
31.5 f•
Clayey sand
R.
n.
ft.
ft.
ft.
R.
ft.
ft.
ft.
ft.
21. REMARKS
22. Certification:
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) corutructed 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 INSTRUCTIONS
242. 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 Infection Wells: In addition to sending the form to the address in 24a
above, also submit one 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 (gpm) Method of test: 24c. For Water Supply & Infection Wells: In addition to sending the form in
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form G W-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

Geosyntec'' 1300 South Mint St
BORING LOG
Suite 300
Consultants Charlotte, NC 28203
BOREHOLE ID: SPT-1/PZ-1
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: ARA Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: Geoprobe 7822DT
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 6"
BORING DATE: 1111512017
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Y. Cones Di Lena
NORTHING: 636217.5
DRILLING CONTRACTOR: Terracon
EASTING: 944940
DRILLER NAME: C. Penton
GROUND ELEVATION: 2140 ft
Co
e>
vZ
m y
Lithologic Description
'
Well
0- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
00
Sandy SILT (ML) (SOIL); trace
PVC Stick-up: 2.7'
clay; brown to reddish brown;
moist; medium stiff
a
2-3-3-4
1.5
FC=59.2 /o
o. o.
Started observing
2135
-5
CCR cuttings about
a.
5' bgs
Sandy SILT (ML) (CCR); dark
1-2-3-4
1.7
213010
gray; moist; loose
Grout
2125
-15
Sandy SILT (ML) (CCR); dark
gray; moist; loose
a'.
3-4-6-5
1.8
2120
-20
(Continued Next Page)
Page 1 of 2
Total Depth: 34 ft bgs engineers I scientists I innovators

Geosyntec'' 1300 South Mint St
BORING LOG
Suite 300
Consultants Charlotte, NC 28203
BOREHOLE ID: SPT-1/PZ-1
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: ARA Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: Geoprobe 7822DT
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 6"
BORING DATE: 1111512017
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Y. Cones Di Lena
NORTHING: 636217.5
DRILLING CONTRACTOR: Terracon
EASTING: 944940
DRILLER NAME: C. Penton
GROUND ELEVATION: 2140 ft
Co
e>
vZ
m y
Lithologic Description
'
Well
0- o
N-Value
o
Comments
w
3
Construction
m
0 10 20 30 40 50
00
Sandy SILT (ML) (CCR); dark
or,• o-,
gray; moist; loose (continued)
2115
-25
a•
Bentonite
Sandy SILT (ML) (CCR); dark
gray; wet; very loose
Seal
Filter
Gravel=0.0%;
Pack
1-1-2-1
1.7
Sand=12.0%;
(Sand)
FC=88.0%
211030
Sandy SILT (ML) (CCR); dark
pH=8.3/7.8
gray; wet; very loose
1-1-1-1
2.0
Screen
Sandy SILT (ML) (CCR); dark
gray; wet; loose
2-2-4-7
2.0
Boring Terminated at 34.0 ft bgs.
Page 2 of 2
Total Depth: 34 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
Craig Penton
Well Contractor Name
NCWC 4388-A
NC Well Contractor Certification Number
Terracon
Company Name ' /t /11 ,1
2. Well Construction Permit #: V M01 0042`�C
List all applicable well construction permits #.e. UIC, Coanty, State, variance, etc.)
3. Well Use (check well use):
Water Supply Well:
For Intemal Use Only:
fL ft.
it. ft
10 fL 1-3 n. I In. I I Metal I
29 it- -2.5
fI.
©MmicipaVPublic 134_ .n. 29 fL 1
Supply) 13 Residential Water Supply (single) iL a
QResidential Water Supply
Recharge
[Groundwater Remediation
Storage and Recovery
[Salinity Barrier
Test
[ Stormwater Drainage
ental Technology
[Subsidence Control
no] (Closed Loop)
[Tracer
Ind (Heating/Cooling Return)
1710ther (mviain under #21 1
4. Date Well(s) Completed: 1 1-15-17 well lD# PZ-1
5a. Well Location:
Asheville Regional Airport
Facility/Owner Name Facility ID# (if applicable)
Asheville Regional Airport, Fletcher, NC
Physical Address, City, and Zip
Buncombe
9643523284L0001
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field one lat/long is sufficient)
35.4463782 N 82.5432491 1
6. ls(are) the weff(s)ox Permanent or OTemporary
7. Is this a repair to an existing well: Yes or x[No
lfthis is a repair, fill out known well construction information and explain the nature ofthe
repair under #21 remarks section or on the back ofthis form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:1
9. Total well depth below land surface: 34 (ft.)
For multiple wells list all depths ifdi#erent (example- 3(200' and 2@1001
10. Static water level below top of casing: -30 (R )
li-water level is above casing, use
11. Borehole diameter: 6
12. Well construction method: Hollow Stem auger
(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (spin) Method of test:
13b. Disinfection type: Amount:
1 10 SCH80 PVC
iR.
LMETER I SWTSM I THICKNESS ANTI
In' 0.010 SCH80 PVC
28
fL
1 27
"'
I Bentonite chips
Gravi
27
fL
1
fL
Cement-bentonite
Hose
ft.
rL
19. SAND/GRAVEL
PACK
[f applicablo
FROM
TO
ANTERNL
34
ii•
28
R.
#2 Sand
TG
%
ft.
q-6 fL Brown, silty sand
34 fLDark ra , ash
fLfL
ft
22. Certification:
Signature ofCe ' r 4 Well Contractor Date
By signing this form, I hereby certify that the wells) was (were) constructed in accordance
with ISA NCAC 01C.0100 or 13A NCAC 02C.0200 Well Construction Standards and that a
copy ofthis 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 INSTRUCTIONS
24a. For All Wells: Submit this forth 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 Infection Well : In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c For Water Supply & Injection 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 construction to the county health department of the county
where constructed.
Form OW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016
r

Geosyntec'' 1300 South Mint St
BORING LOG
Suite 300
Consultants Charlotte, NC 28203
BOREHOLE ID: SPT-21PZ-2
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: ARA Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: Geoprobe 7822DT
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 6"
BORING DATE: 1111612017
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Y. Cones Di Lena
NORTHING: 636169.7
DRILLING CONTRACTOR: Terracon
EASTING: 945231.9
DRILLER NAME: C. Penton
GROUND ELEVATION: 2144.9 ft
Co
e>
vZ
m y
Lithologic Description
'
Well
0- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
00
Sandy SILT (ML) (SOIL); trace
PVC Stick-up: 3.0'
clay; brown; moist; medium stiff
•.
2-4-4-5
2.0
a.
2140
_5
o. o.
Started observing
CCR cuttings about
a.
5' bgs
Sandy SILT (ML) (CCR); dark
6-9-9-10
1.8
2135
gray; moist; medium dense
_10
6'
2130
-15
°.
Grout
Sandy SILT (ML) (CCR); dark
gray; moist; loose
a'.
4-3-4-5
1.8
FC= 71.2%
2125
-20
(Continued Next Page)
Page 1 of 3
Total Depth: 49.3 ft bgs engineers I scientists I innovators

Geosyntec'' 1300 South Mint St
BORING LOG
Suite 300
Consultants Charlotte, NC 28203
BOREHOLE ID: SPT-21PZ-2
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: ARA Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: Geoprobe 7822DT
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 6"
BORING DATE: 1111612017
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Y. Cones Di Lena
NORTHING: 636169.7
DRILLING CONTRACTOR: Terracon
EASTING: 945231.9
DRILLER NAME: C. Penton
GROUND ELEVATION: 2144.9 ft
Co
e>
vZ
m y
Lithologic Description
'
Well
0- o
N-Value
o
Comments
w
3
Construction
m
0 10 20 30 40 50
00
Sandy SILT (ML) (CCR); dark
or,• o-,
gray; moist; loose (continued)
2120
-25
a.
Sandy SILT (ML) (CCR); gray;
°
o: 'o•
wet; very loose
j
1-2-1-1
1.5
2115
-30
W OH_
Sandy SILT (ML) (CCR); gray;
wet; very loose
o
1'0
FC=83.1 %;
WOH-1
pH=8.2/7.6
Sandy SILT (ML) (CCR); gray;
wet; medium dense
1-9-13-20
1.7
GCL at 33.0' bgs
:
Silty SAND (SM) (SOIL); brown to
reddish brown; moist; medium
dense; some gravel and clay
2110
_35
Bentonite
Seal
Filter
Silty SAND (SM) (SOIL); brown to
.:
Pack
2105
-40
reddish brown; moist; dense;
(Sand)
6-9-24-
1.5
FC=28.4%
some gravel; some clay
50/4"
(Continued Next Page)
Page 2 of 3
Total Depth: 49.3 ft bgs engineers I scientists I innovators

Geosyntec'' 1300 South Mint St
BORING LOG
Suite 300
Consultants Charlotte, NC 28203
BOREHOLE ID: SPT-21PZ-2
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: ARA Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: Geoprobe 7822DT
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 6"
BORING DATE: 1111612017
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Y. Cones
Di Lena
NORTHING: 636169.7
DRILLING CONTRACTOR: Terracon
EASTING: 945231.9
DRILLER NAME: C. Penton
GROUND ELEVATION: 2144.9 ft
Co
e>
vZ
m y
Lithologic Description
'
Well
0- o
N-Value
o
Comments
w
0
Construction
m
0 10 20 30 40 50
00
Silty SAND (SM) (SOIL); trace
Screen
2100 clay; trace gravel; brown to
-45
5-10-24- o
2.0 FC=32.9/o
reddish brown; moist; dense
29
Silty SAND (SM) (SOIL); brown to
50/4" 0.3
reddish brown; wet; very dense;
broken rock pieces
oring I erminated at 49.3 tt bgs.
Page 3 of 3
Total Depth: 49.3 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
Craig Penton
Well Contractor Name
NCWC 4388-A
NC Well Contractor Certification Number
Terracon
Company Name WM0100425
2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC Counry. State, Variance, etc.)
3. Well Use (check well use):
For Internal Use Only:
fL ffi
fL ff.
10 1- 1-3.5 I` I In. I I MPtRI I
40 rt -3 it. 1
ft. ft
©Municipal/Public I
50 it. 40 ft 1
(Heating/Cooling Supply) Residential Water Supply (single) R ft.
Imna mial Residential Water Supply (shared) a cnmrr
Recharge OGroundwater Remediation
Storage and Recovery Salinity Barrier
Test QStormwater Drainage
rental Technology Subsidence Control
nal(Closed Loop) 13TMCU
4. Date Well(s) Completed:11-16-17 well ID#PZ-2
Sa. Well Location:
Asheville Regional Airport
Facility/Owner Name Facility ID# (if applicable)
Asheville Regional Airport, Fletcher, NC
Physical Address, City, and Zip
Buncombe 9643523284L0001
County Parcel Identification No. (PIN)
Sb. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field one lat/long is sufficient)
35.4462756 N 82.5422641 W
6. Is(are) the we6(s)Ox Permanent or QTemporary
7. Is this a repair to an existing well: o Yes or QNo
Ifthis is a repair, fill out brown well construction information and explain the nature ofthe
repair under #21 remarks section or on the back ofthiv form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only I G W-1 is needed. Indicate TOTAL NUMBER of wells
drillM 1
1n. SCH80 PVC
in.
Ell SLOT SIZE MC"ESS
i° 0.010 SCH80
in.
38 ft. 31.2 b- Bentonite chips Gravi
31.2 fi. 1 n• Cement-bentonite Hose
n. ft.
50 It. i 38 ft #2 Sand Gravity
ft. 0.
0 IL 1 —6 it- I Brown, silty sand
—6 It• 33 It Dark gray, ash
33 It• 33 Ic GCL
33 IL 50 It Brown, silty sand
fL FL ft.
ft It,
ft.
22. Ce • 'fscaIt 1.
Signature of a fled Well Contractor Date
By signing this form. I hereby certfy that the wells) was (were) constructed in accordance
with 15A NCAC 02C.0100 or 15A NCAC 02C.0200 Well Construction Standards and that a
ropy ofthis record has been provided io 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.
50
9. Total well depth below land surface:
For multiple wells list all depths if different (example- 3Qa 200' and 2@1001
(ft•) 24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
-35
10. Static water level below top of casing:
Division of Water Resources, Information Processing Unit,
If water level is above casing, use "+'•
1617 Mall Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 6
(in.)
24b. For Injection Webs: In addition to sending the form to the address in 24a
12. Weft construction method: Hollow stem auger
above, also submit one copy of this form within 30 days of completion of well
(i.e. auger, rotary, cable, direct push, etc.)9
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 (gpm) Method of test:
24c. For Water Supply & Injection Wells: hi addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount:
completion of well construction to the county, health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

BORING LOG
Geospw Geosyntec Consultants of NC, PC
1300 South Mint Street, Suite 300
COriSUltmts Charlotte, North Carolina 28203
BOREHOLE ID: PZ-2S
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 8"
BORING DATE: 81712018
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Amy Kenwell
NORTHING: 636171.5
DRILLING CONTRACTOR: Terracon
EASTING: 945238.3
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2144.2 ft
oo ��>
�Z
v
Lithologic Description
C
'
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
al 0.1PVC
Stick-up: 2.7
6 o
ft
Lithologic
o
descriptions at
0. o:
depths without
samples are
approximated by
°
observations of
o. 1o.
cuttings.
a
Sandy SILT (ML) (SOIL CAP);
o 'o
2140
light brown; moist; stiff; black
sandy silt at bottom 2"
°
4-4-8
1.5
0 0
-5
a
o. , o:
a
o. , o:
a
o. , o:
a
Sandy SILT (ML) (SOIL CAP);
Grout
2135
light brown; moist; very stiff;
with trace gravel
°
5-10-12
1.1
Sandy SILT (ML) (CCR); black;
°' 10
-10
moist; very stiff; with trace clay
a
o 'o
a
o• 'o
a
o• 'o
a
Sandy SILT (ML) (CCR); fine
° °
2130
grained; black; moist; very stiff
b
4-7-10
0.8
.
o. , o.
(Continued Next Page)
Page 1 of 2
Total Depth: 30 ft bgs engineers I scientists I innovators

BORING LOG
Geospw Geosyntec Consultants of NC, PC
1300 South Mint Street, Suite 300
COrisultmts Charlotte, North Carolina 28203
BOREHOLE ID: PZ-2S
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 8"
BORING DATE: 81712018
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Amy Kenwell
NORTHING: 636171.5
DRILLING CONTRACTOR: Terracon
EASTING: 945238.3
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2144.2 ft
oo ��>
�Z
v
Lithologic Description
C
'
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
0
Sandy SILT (ML) (CCR); fine
6
grained; black; moist; very stiff
0.
10
(continued)
a
o
'0
Bentonite
Seal
Sandy SILT (ML) (SOIL); light
2125
brown; moist; stiff; with trace
clay
5-5-7
1.5
Sandy SILT (ML) (CCR); fine
_20
grained; black; moist; stiff
Sandy SILT (ML) (CCR); fine
2120
grained; black; moist; soft; with
trace clay
3-1-2
1.1
Filter
-25
Pack
Sandy SILT (ML) (CCR); black;
(Sand)
moist; stiff; with trace clay
Screen
Sandy SILT (ML) (CCR); black;
3-4-5-9
1.5
wet; stiff; with trace clay
Sandy SILT (ML) (CCR); black;
wet; soft; with trace clay
2-1-2
1.5
Sandy SILT (ML) (CCR); fine
2115
grained; black; wet; soft; with
trace clay
2-1-2
1.3
Boring Terminated at 30.0 ft
bgs.
Page 2 of 2
Total Depth: 30 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
Abel McGuire
Well Contractor Name
3571-A
NC Well Contractor Certification Number
Terracon
Company Name
2. Well Construction Permit #: W M 0100443
List all applicable well eonetruction permits (i.e. i➢C County• State, Variance, etc.)
3. Well Use (check well use):
®Municipallivublic
(Heating/Ccoling Supply) ®Residential Water Supply (single)
commercial [3 Residential Water Supply (shared)
Well:
Recharge
E]Groundwaler Remediation
Storage and Recovery
QSakniry Barrier
Test
DStormwater Drainage
emal Technology
QSubsidence Control
nal (Closed Loop)
[)Tracer
nal (Heating/Cooling Return)
r30ther (explain under 421 F
4. Date Wells) Completed: 8/14/18
5a. Well Location:
Asheville Regional Airport
Facility/Owner Name
Asheville Regional Airport,
physical Address, City, and Zip
Buncombe
County
Well ID# PZ-2S
Facility ID# (ifapplicable)
Fletcher, NC 28732
parcel Identification No. (PM)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one latllong is sufficient)
35.446292 N-82.542225
6.Is(are) the welhide Permanent or ©Temporary
7. Is this a repair to an existing well: r3Yes or K©No
lfuns is a repair, fill out known well construction information and explain the nature o(the
repair under #21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:1
9. Total well depth below land surface: 30
For multiple wells list all depths ifdii ferent (example- 3@200' and 2@100')
10. Static water level below mp of casing: (ft.)
If water level is above casing, use '4"
11. Borehole diameter: 8 (in.)
12. Well construction method: Hollow Stem Auger
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING for males<ase0 wells OR LINER if a Heable
FROM
TO DIAMETER THICKNESS "ATF:RIAL
fe.
ft. in.
16. INNER
CASING OR TUBING eothermal
eloseH-lox
FROM
TO DIAMETER
THICKNESSI
MATERIAL
-2.7 f'•
20 16 1 in' I
SCH 40
1 PVC
h.
ft. in.
17. SCREEN
FROM I
TO
DIAM1fETER
SLOT SIZE
THICKNESS
MATERW,
20 f'
30 in
1 of
0.01
SCH 40
PVC
ft.
ft.
in.
18. GROUT
FROM
I TO
MATERIAL
I EMPLACEMENTMETHOD&AMOUNT
0 ft.
17 ft-
CEM-Bentonite
Slurry through termie pipes
ft.
ft.
ft.
ft.
19. SAND/GRAVEL
PACK
applicable)
FROM
1 O
1 MATERIAL
EMPLACEMENT METHOD
18.9 f'
30 f'
DSI Well Pack
Pour
20. DRILLING
LOG attach
additional Allen ifmcessa
FROM
TO
I DESCRIPTION cobr, hardness, wiVroek type, strain me etc.
0 ft.
4.8 ft.
Sandy silt to silty sand
4.8 f'
30 r'
Coal Combustion Residual
rt.
rt.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
Enviroplug bentonite 17
sea' to 18.9 ft
22. Certification:
JJJ
Signature of Certified Well Contractor Data
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 ofrhis 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.
24a. For All Wells: Submit this form within 30 days of completion of well
construction in the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells: In addition to sending the form to the address in 24a
above, also submit one 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 (gpm) Method of test: 24e. 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
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

Geosyntec'' 1300 South Mint St
BORING LOG
Suite 300
Consultants Charlotte, NC 28203
BOREHOLE ID: SPT-31PZ-3
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: ARA Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: Geoprobe 7822DT
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 6"
BORING DATE: 1111512017
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Y. Cones Di Lena
NORTHING: 636383.4
DRILLING CONTRACTOR: Terracon
EASTING: 945306.6
DRILLER NAME: C. Penton
GROUND ELEVATION: 2139.8 ft
Co
e>
vZ
m y
Lithologic Description
'
Well
0- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
00
Sandy SILT (ML) (SOIL); trace
PVC Stick-up: 3.0'
clay; brown; moist; soft
1-2-2-2
1.0
Gravel=0.6 /o,
a.
o :o
Sand=42.9%;
Silt=32.9%;
Clay=23.6%
2135
-5
�
The contact
Top 3": Sandy SILT (ML) (SOIL);
between soil and
trace clay; brown; moist; medium
°
4
2-4-4-6
1.5
CCR is approximate
stiff
FC=65.2%
2130
Bottom 15": Sandy SILT (ML)
-10
(CCR); dark gray; moist; loose
. 6.,
2125
Grout
-15
Sandy SILT (ML) (CCR); dark
gray; moist; medium dense
a'.
3-6-10-12
2.0
2120
-20
(Continued Next Page)
Page 1 of 2
Total Depth: 40 ft bgs engineers I scientists I innovators

Geosptec'' 1300 South Mint St
Suite 300
consultants Charlotte, NC 28203
GENERAL INFORMATION
PROJECT NAME: ARA Area 1
PROJECT NO: GC6463
SITE LOCATION: Asheville, North Carolina
BORING DATE: 1111512017
GEOSYNTEC REPRESENTATIVE: Y. Cones Di Lena
DRILLING CONTRACTOR: Terracon
DRILLER NAME: C. Penton
> 'o -5 2 W
v Lithologic Description
w vZ o Const
Sandy SILT (ML) (CCR); dark
gray; moist; medium dense
(continued)
2115_�--25
BORING LOG
BOREHOLE ID: SPT-31PZ-3
TECHNICAL INFORMATION
DRILLING METHOD: Hollow Stem Auger
RIG TYPE: Geoprobe 7822DT
BOREHOLE DIA: 6"
SAMPLING METHOD: SPT
NORTHING: 636383.4
EASTING: 945306.6
GROUND ELEVATION: 2139.8 ft
l'
o N-Value o Comments
:Ion � m 0 10 20 30 40 50
Sandy SILT (ML) (CCR); dark
gray; moist; medium dense
Bentonite
6-9-11-12
2.0
°
FC=85.2/°
2110
-30
Seal
Sandy SILT (ML) (CCR); dark
Filter
gray; moist to wet; medium
Pack
3-6-7-12
1.5
dense
(Sand)
Gravel=1.1 %,
Sandy SILT (ML) (CCR); dark
Sand=17.1%,
gray; wet; medium dense
4-6-10-12
1.7
Silt=74.4%,
Screen
Clay=7.4%;
SG=2.29;
Sandy SILT (ML) (CCR); dark
pH=8.3/7.8
2105
-35
gray; wet; medium dense
3-6-10-9
1.5
Sandy SILT (ML) (CCR); dark
gray; wet; medium dense
5-5-5-6
1.5
Silty SAND (SM) (SOIL); trace
GCL at 37.6' bgs
clay; brown; moist; loose
Benton ite was
Silty SAND (SM) (SOIL); brown;
placed beneath the
moist; loose; some clay
1-1-3-4
1.0
well from 36 to 40 ft
bgs
DUF II ILJ. I CFI III ]LRUU LR'+U.0 IL ULJ.5.
Page 2 of 2
Total Depth: 40 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
Craig Penton
Well Contractor Name
NCWC 4388-A
NC Well Contractor Certification Number
Terracon
Company Name WM0100425
2. Well COnSIrnCIIOn Permit #:
List all applicable well construction permits (i.e. U1C. County, State, Variance,
3. Well Use (check well use):
®Municipal/Public
(Heating/Cooling Supply) DResidential Water Supply (single)
ommercial Residential Water Supply (shared)
Recharge
OGroundwater Remediation
Storage and Recovery
13Salinity Barrier
Test
QStotmwater Drainage
ental Technology
Q Subsidence Control
nal (Closed Loop)
[3Tmcev
4. Date Well(s) Completed: 11-15-17 well ID#PZ-3
5a. Well Location:
Asheville Regional Airport
Facility/Owner Name Facility ID# (ifapplicable)
Asheville Regional Airport, Fletcher, NC
Physical Address, City, and Zip
Buncombe 9643523284L0001
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one laulong is sufficient)
35.4468697 at 82.5420392
6. Is(are) the well(s)OR Permanent or 13Temporary
W
7. Is this a repair to an existing web: DYes or K©No
lfthis is a repair, fill am known well construction information and explain the nature ofthe
repair under 011 remarks section or on the back ofthis form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:1
9. Total well depth below land surface: 36 (ft.)
For multiple wells list all depths ifdiferent (,emmple- 3@200'and 2@100)
10. Static water level below top of casing: -27 (ft.)
If water level it above caring use
11. Borehole diameter: 6
12. Well construction method: Hollow Stem auger
(i.e. auger, rotary, cable, direct push etc,)
14. WATER
ZONES
FROM
TO
I DESCROnON
ft.
fL
ft.
R.
15. OUTER CASING for
multi -eased wells OR LINER if Beable
FROM
TO
DIAMETER TOICKNESS MATERIAL
0 ft.
-3 ft
I In• I Metal
16. INNER
CASING OR
TUBING eothermal
elosed-loo
FROM
TO
DIAMETER
THICIOSES$
MATERIAL
31 IL
-3 ft.
11 1n
SCH80
PVC
ft
ft.
in.
17. SCREEN
FROM I
TO
DIAMETER
SLOT SIZE
TWCKNESS
MATERIAL
31 IL
36 ft
1 In.
0.010
SCH80
PVC
f4
18. GROUT
FROM
I TO
I MATERIAL
I EN1PLACEMENT51ETHOD&AM0ONT
30 R.
28 it'
Bentonite chips
Gravity
28 It
1 fL
Cement-berdmate
Hose
ft
ft.
19. SAND/GRAVEL
PACK
ifs linable
FROM
TO
MATERAL
EWI.ACEMENTMETHOD
36 fL
30 ft•
42 Sand
Gravity
ft
ft.
20. DRILLING
LOG attach
additional sheets if necessary
DESCRIPTION color, hardness, soiFmck reins Hu
25 fL
Brown, silty sand
.5 D•
Dark ra , ash
.5 mGCL
R
rt
Brown, silty sand
ft.
ftft.
2L REMARKS
22. Certification:
Signature ofCerf ed Well Contractor Date
BY signing this form, 1 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
ropy ofthis 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.
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 Injection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
sion of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24a For Water Supply & Infection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

BORING LOG
Geospw Geosyntec Consultants of NC, PC
1300 South Mint Street, Suite 300
COriSUltmts Charlotte, North Carolina 28203
BOREHOLE ID: PZ-3D
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 8"
BORING DATE: 81712018
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Amy Kenwell
NORTHING: 636380.3
DRILLING CONTRACTOR: Terracon
EASTING: 945296.7
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2138.8 ft
oo ��>
�Z
v
Lithologic Description
C
'
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
al 0.1PVC
Stick-up: 2.9
0 o
ft
Lithologic
o
descriptions at
0. 0:
depths without
samples are
approximated by
°
observations of
o. 1o.
cuttings.
2135
Sandy SILT (ML) (SOIL CAP);
°
10
fine grained; reddish brown;
0
3-3-3
1.3
moist; firm
-5
a
a
o. !o:
a
o. !o:
a
2130
Sandy SILT (ML) (SOIL CAP);
o. !o:
fine grained; reddish brown;
a
3-4-7
1.2
moist; stiff
.
Sandy SILT (ML) (CCR); fine
°' 10
-10
grained; black; moist; stiff
a
o 'o
a
o• 'o
a
o• 'o
2125
Sandy SILT (ML) (CCR); fine
o
grained; black; moist; stiff; with
0: 0:
1
4-7-8
1.2
trace clay
-15
0.
o. !o.
a
'0.
Grout
(Continued Next Page)
Page 1 of 3
Total Depth: 50 ft bgs engineers I scientists I innovators

BORING LOG
Geospw Geosyntec Consultants of NC, PC
1300 South Mint Street, Suite 300
COrisultmts Charlotte, North Carolina 28203
BOREHOLE ID: PZ-3D
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 8"
BORING DATE: 81712018
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Amy Kenwell
NORTHING: 636380.3
DRILLING CONTRACTOR: Terracon
EASTING: 945296.7
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2138.8 ft
oo ��>
�Z
v
Lithologic Description
C
'
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
a
a
2120
Sandy SILT (ML) (CCR); fine
°' '0
grained; black; moist; very stiff;
4-9-12
1.5
with trace clay
o
-20
o: !o.
a
o: ,o:
a
a
2115
Sandy SILT (ML) (CCR); fine
grained; black; wet; very stiff;
o .
10
4-7-9
1.0
with trace clay
q
-25
a
o: ,o:
a
o: ,o:
a
o: ,o:
2110
Sandy SILT (ML) (CCR); fine
°
o• 10
grained; black; wet; very stiff;
7-13-12
1.0
with trace clay
-30
a
0: 10
a
a
0: 0:
Top 13": Sandy SILT (ML)
2105
(SOIL); light brown; wet; firm;
(Continued Next Page)
Page 2 of 3
Total Depth: 50 ft bgs engineers I scientists I innovators

BORING LOG
Geospw Geosyntec Consultants of NC, PC
1300 South Mint Street, Suite 300
COriSUltmts Charlotte, North Carolina 28203
BOREHOLE ID: PZ-3D
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 8"
BORING DATE: 81712018
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Amy Kenwell
NORTHING: 636380.3
DRILLING CONTRACTOR: Terracon
EASTING: 945296.7
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2138.8 ft
�
�
�Z
m y
Lithologic Description
C
Well
a- o
N-Value
o
Comments
w
�
Construction
m
0 10 20 30 40 50
with trace clay
- - -
Middle 6": Sandy SILT (ML)
GCL at 34.5 ft bgs
-35
(CCR); black; wet; firm; with
trace clay; GCL fabric
Bottom 5": Silty SAND (SM)
11-6-5
1.5
(RESIDUUM); light brown;
Bentonite
moist; loose; with trace clay;
Seal
laminations
Top 11": Clayey SAND (SC)
(RESIDUUM); fine grained;
reddish brown; wet; medium
dense; with layers of CCR
Bottom 7": Silty SAND (SM)
2100
(RESIDUUM); light brown;
moist; medium dense; with
11-6-5
1.5
trace clay
Silty SAND (SM) (RESIDUUM);
-40
light brown; moist; medium
dense; with trace clay; lenses
of CCR
GRAVEL (GP) (RESIDUUM);
gray; wet; medium dense; with
p 0
trace mica and sand
2095
Silty SAND (SM) (RESIDUUM);
fine grained; light brown; moist;
9-11-3
1.5
medium dense; with trace mica
Filter
-45
and clay
Pack
(Sand)
Screen
2090
Sandy SILT (ML) (RESIDUAL
SOIL); fine grained; reddish
5-17-16
1.5
xLLL
brown; wet; hard
SAND (SP) (PARTIALLY
WEATHERED ROCK);
-
medium grained; dense; with
trace clay and sand with silt
Boring Terminated at 50.0 ft
bgs.
Page 3 of 3
Total Depth: 50 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
Abel McGuire
Well Contractor Name
3571-A
NC Well Contractor Certification Number
Terracon
Company Nanne
2. Well Construction Permit #: WM0100443
List all applicable nail construction permits (le. UIC County, State, Variance, etc.)
3. Well Use (check well use):
(Heating/Cooling Supply)
Non -Water Supply Well:
Recharge
Storage and Recovery
Test
rental Technology
mal (Closed Loop)
©Municipal/Public
Residential Water Supply (single)
®Residential Water Supply (shared)
Groundwater Remediation
0 Salinity Banner
®Stormwater Drainage
Subsidence Control
Tracer
under #21
4.Date WeD(s)Completed:8/14/18 WellmaPZ-3D
5a. Well Location:
Asheville Regional Airport
Facility/Owner Name Facility IDS (if applicable)
Asheville Regional Airport, Fletcher, NC 28732
Physical Address, City, and Zip
Buncombe
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one IatAong is sufficient)
35.44687 N-82.542097
6. lattice) the well(s)OPermanent or OTemporary
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
15, OUTER CASING for multisasetl wells OR LINER rf a Rcabk
FROM
TO DIAMETER
TmCKNE55 MATERIAL
ft.
ft. I in.
16. INNER
CASING OR TUBINGfgeotbermal
closed -loop)
FROM
I TO I DIAMETER I
THICKNESS
MATERAI,
-2.9 It.
40 ft. 1 in'
SCH 40
PVC
ft.
ft. In.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERAI,
40 It
50 ft
1 In'
1 0.01
ISCH40
IPVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
ENIPLACEMENTMEFHOD&AMOUNT
0 II•
33 ft•
CEM-Bentonite
Slurry through termie pipes
ft.
ft.
19. SAND/GRAVEL
PACK
Ha kable
FROM
TO
MATERIAL
EMPLACEMENT METHOD
39 ft.
50 ft.
DSI Well Pack
Pour
ft.
I ft.
20. DRILLING
LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTION (color, hardncm sal/rock na,. grain slate, etc.
0 ft-
9.5 ft-
Sandy silt
9.5 ft-
34.5 ft-
Coal Combustion Residual
34.5 ft.
50 II•
Sandy silt to sand with silt
u.
ft.
ft.
rt.
ft.
ft.
21. REMARKS
22. Certification:
ai&95;��e�
Signature ofCenified Well Contractor Data
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
7. Is this a repairman existing well: ®Yes or EJNo
with 15A NCAC 02C.0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
If this is a repair, fill out known well construction information and explain the nature ofthe
copy ofthis record has beenprovided to the well owner.
repair under k21 remark section or on the back of this farm.
23. Site diagram or additional well details:
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
You may use the back of this page to provide additional well site details or well
construction, only I GW-1 is needed. Indicate TOTAL NUMBER of wells
construction details. You may also attach additional pages if necessary.
drilled:1
SUBMITTAL INSTRUCTIONS
50
9. Total well depth below land surface: (ft-)
24a. For All Wells: Submit this form within 30 days of completion of well
For multiple wells list all depths fd rent (example- 3 aC200' and 2Q100')
construction to the following:
10. Static water level below top of casing: (ft.)
/floater level is choice losing, use "+"
11. Borehole diameter: 8 (in.)
12. Wellconstruction method: Hollow Stem Auger
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells: In addition to sending the form to the address in 24a
above, also submit one 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, INC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Inieetion Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

Geosyntec'' 1300 South Mint St
BORING LOG
Suite 300
Consultants Charlotte, NC 28203
BOREHOLE ID: SPT-41PZ-4
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: ARA Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: Geoprobe 7822DT
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 6"
BORING DATE: 1111512017
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Y. Cones Di Lena
NORTHING: 636457.3
DRILLING CONTRACTOR: Terracon
EASTING: 945518.3
DRILLER NAME: C. Penton
GROUND ELEVATION: 2145.3 ft
Co
e>
vZ
m y
Lithologic Description
'
Well
0- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
00
2145
Silty SAND (SM) (SOIL); trace
PVC Stick-up: 3.2'
clay; brown; moist; very loose
2-2-1-2
1.3
Gravel=1.2/0,
a.
0 o
Sand=51.6%,
Silt=25.6%,
Clay=21.6%;
6.(
SG=2.764
-5
2140
3.
The contact
Top 4": Silty SAND (SM) (SOIL);
between soil and
trace clay; brown; moist; medium
°
4'
4-5-6-6
2.0
CCR is approximate
dense
FC=73.8%
Bottom 20": Sandy SILT (ML)
2135
-10
(CCR); dark gray; moist; medium
:' a',
dense
o 0
i
a.
Grout
2130
-15
o• :o•
Sandy SILT (ML) (CCR); dark
gray; moist; loose
2-4-4-6
2.0
2125
-20
a•
(Continued Next Page)
Page 1 of 2
Total Depth: 34 ft bgs engineers I scientists I innovators

Geosyntec'' 1300 South Mint St
BORING LOG
Suite 300
Consultants Charlotte, NC 28203
BOREHOLE ID: SPT-41PZ-4
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: ARA Area 1
DRILLING METHOD: Hollow Stem Auger
PROJECT NO: GC6463
RIG TYPE: Geoprobe 7822DT
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 6"
BORING DATE: 1111512017
SAMPLING METHOD: SPT
GEOSYNTEC REPRESENTATIVE: Y. Cones Di Lena
NORTHING: 636457.3
DRILLING CONTRACTOR: Terracon
EASTING: 945518.3
DRILLER NAME: C. Penton
GROUND ELEVATION: 2145.3 ft
Co
e>
vZ
m y
Lithologic Description
'
Well
0- o
N-Value
o
Comments
w
3
Construction
m
0 10 20 30 40 50
00
Sandy SILT (ML) (CCR); dark
or,• o-,
gray; moist; loose (continued)
2120
-25
Bentonite
Seal
Filter
Pack
(Sand)
Sandy SILT (ML) (CCR); dark
gray; wet; loose
2-2-4-5
1.5
FC=84.4%
Screen
2115
-30
Sandy SILT (ML) (CCR); dark
Gravel=0.4%,
gray; wet; loose
Sand=16.9%,
2-3-4-6
1.3
Silt=78.4 /o,
Clay=4.3%;
pH=7.7/7.6
Sandy SILT (ML) (CCR); dark
gray; wet; loose
2-2-3-6
E
GCL at 33.0' bgs
Silty SAND (SM) (SOIL); trace
Benton ite was
gravel; brown; moist; loose; some
clay
placed beneath the
well from 32 to 34 ft
onng erminate at t bgs.
bs
Page 2 of 2
Total Depth: 34 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
For Internal Use Only:
Craig Penton
Well Contractor Name
NCWC 4388-A
NC Well Contractor Certification Number
Terracon
Company Name WM0100425
2. Well Construction Permit #:
List all applicable well construction permits (i.e. U/C County, State, Variance, eta.)
3. Well Use (check well use):
[3MunicipaVPublic
(Heating/Cooling Supply) Residential Water Supply (single)
Dmmemial []Residential Water Supply (shared)
Recharge
Groundwater Remediation
Storage and Recovery
[]Salinity Barrier
Test
QStormwater Drainage
ental Technology
0 Subsidence Control
no](Closed Loop)
Tracer
4. Date Well(s) Completed: 1 1-15-1 7 Well ID# PZ-4
So. Well Location:
Asheville Regional Airport
Facility/Owner Name Facility ID# (ifapplicable)
Asheville Regional Airport, Fletcher, NC
Physical Address, City, and Zip
Buncombe 9643523284L0001
County Parcel Identification No. (PIN)
Sb. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one Iat/long is sufficient)
35.4470933 N 82.5413376 W
6. Is(are) the well(s)oR Permanent or OTemporary
7. Is this a repair to an existing web: 0Yes or RjNo
Ifthis is a repair fill out known well construction information and explain the nature ofthe
repair under #21 remarks section or on the back ofthis form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:1
9. Total well depth below land surface: 32
For multiple wells list all depths if afferent ("ample- 3@200' and 2@l00')
10. Static water level below top of casing: -25 (R.)
lfwater level is above casing, use "+"
11. Borehole diameter: 6 (in.)
12. Well construction method: Hollow stem auger
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER
ZONES
FROM
TO
i DESCRIPTION
ft.
fL
ft
ft.
15. OUTER WING for
mti-cdwells OHLINER ifaEcable
RICKE
FROM
MATERW.
0 ft.
1 -3.5 f4
in. I Metal
16. INNER CASING OR
TUBING eothermal
closed -loop)
FROM TO
DIAMETER
THICKNESS
I MATERLV.
27 ft. -3 ft.
1 '°'
SCH80
PVC
ft. ft.
in.
17. SCREEN
FROM TO
DIAMETER
SLOTSIZE
THICKNE6S
MATERW.
27 ft 32 ft
1 '°'
0.010
SCH80
PVC
ft. f6
in.
18. GROUT
FROM
To
MATERIAL
Eh1PLACEMENT METHOD @ AMOIINi
26 ft
25 ft,
Bentonite chips
Gravity
25 ft.
1 ft.
Cement-bentonde
Hose
R.
ft.
19.SAND/GRAVEL PACK
d icable
FROM
TO
MATERIAL
ECEMENT METHOD
32 ft.
26 ft.
#2 Sand
PoMPWur
t6
ft.
20. DRILLING
LOG attach
additional shah if necessary)
FROM
TO
DESCRIPTION color bar4vess saiFmck N rains etc.)
0 D•
8.25 ft.
Brown, silty sand
8.25 ft-
33 &
Dark gray, ash
33 ft.
34 f"
Brown silty sand
M
ft.
ft.
ft.
fL
ft
fL
ft.
21. REMARKS
22. Certillration:
d t
/2 -6 -/ 7
SignaNre of Certfji Well Contractor
Date
By signing this form, 1 hereby certify that the wells) was (were) constructed in accordance
with ISA NCAC 02C.0100 or 15A NCAC 01C.0200 Well Commuction Standards and that a
ropy ofthis 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 my also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
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 Injection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
sion of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & lniection Wells: In addition in sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Deparsuent of Environmenml Quality - Division of Water Resources Revised 2.22-2016

Geosyntec'' 1300 South Mint St
BORING LOG
Suite 300
Consultants Charlotte, NC 28203
BOREHOLE ID: HA-21PZ-5
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: ARA Area 1
DRILLING METHOD: Hand Auger
PROJECT NO: GC6463
RIG TYPE: Not Applicable
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 4"
BORING DATE: 1111712017
SAMPLING METHOD: Grab
GEOSYNTEC REPRESENTATIVE: Y. Cortes Di Lena
NORTHING: 636475.2
DRILLING CONTRACTOR: Terracon
EASTING: 945250.3
DRILLER NAME: C. Penton
GROUND ELEVATION: 2116.3 ft
CO
e >
w vZ
— "
m v
Lithologic Description
a)
Well
Comments
o
Construction
Silty SAND (SM) (SOIL); brown; moist; some clay
T.
Gravel=0.0%,
2115
Silty SAND (SM) (CCR); dark gray; moist
a'
Grout
Sand=12.0%,
°
Silt=76.9%,
Clay=11.1 %;
Bentonite
SG=2.279;
-
Seal
pH=7.3/6.4
Filter
Borehole
collapsed during
Pack
the placement of
-5
(Sand)
bentonite seal
21104
Screen
Boring Terminated at 6.5 ft bgs.
Page 1 of 1
Total Depth: 6.5 ft bgs

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
For Internal Use Only:
Craig Penton
Well Contractor Name
NCWC 4388-A
NC Well Contractor Certification Number
Terracon
Company Name
W
2. Well Construction Permit #:M0100425, State Wide Variance
List all applicable well construction permits (i.e. U1C, County, Stare, Variance, etc.)
3. Well Use (check well use):
(Heating/Cooling Supply)
Non -Water Supply Well:
Recharge
Storage and Recovery
d Technology
(Closed Loop)
[]MunicipaMblic
Residential Water Supply (single)
QResidential Water Supply (shared)
®Groundwater Rearediation
[]Salinity Barrier
QStormwater Drainage
DSubsidence Control
4. Date Wen(s) Completed:11-17-17 Well ID# PZ-5
5a. Well Location:
Asheville Regional Airport
Facility/Owner Name
Asheville Regional Airport
Facility ID# (ifapplicabie)
, Fletcher, NC
Physical Address, City, and Zip
Buncombe 9643523284L0001
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/Mcmuls or decimal degrees:
(if well field, one lat/long is sufficient)
35.4471162 N 82.5422389
6. Is(are) the well(s)OR Permanent or OTemporary
DESCRIPTION
fLING
7WATERNES
for mnld-cased wlls OR LINER [fa DcableDIAMETERTHICKNESSMATERIAL
rt. in. I Metal
16. INNER
CASING OR TUEINC embermal
closed-loo
FROM
TO DIAMETER
THICKNESS
MATERIAL
4 rt.
Ji -3 rt. 1 °'
SCH40
PVC
fL
n. in.
17. SCREEN
FROM TO
DAMETER
SLOT SIZE
THICKNESS
MATERIAL
6.5 fL 4 ft.
I
1 1°'
10.010
1 SCH40
I JPVC
ft. ft
18. GROUT
FROM
I TO
I MATERIAL
EMPLACEMENT METROD & AMOUNT
3.5 ft.
2 fL
Bentonke chips
Gravity
2 fL
1 fL
Cement-bentonhe
Hose
ft,
ft.
19. SAND/GRAVEL
PACKM
e
FROM
AI
EMPLACEMF.NTMETNOD
6.5 ft
3.5 ft-
Prepack/sand
Gravity
fL
ft.
20. DRILLING
LOG attach
additional sbeets if necessary
FROM
TO
DESCRIPTION color, hardness soo/rock grains' elc
0 ft.
1 ft-
Brown, silty sand
1 f`
6.5 1`
Dark gray, ash
rt.
tL
fL
fL
ft.
ft
ft.
ft
n.
ft.
21. REMARKS
22. Certi cation:
W _ L6N /Z. ep-,e%
Signature of CcrtifQAII Contractor Date
7. Is this a repair to an existing well: OYes or XQNo
Ifthis is a repair fill out known well constvction information and explain the nature ofthe
repair under #21 remarks section or on the back of thisform.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:1
9. Total well depth below land surface: 6.5 (R.)
For multiple wells list all depths if different (mmple- 3@200' and 2@1001
10. Static water level below top of casing: -6 (ft.)
lfwater level is above casing, use "+"
11. Borehole diameter: 4 (in.)
12. Well construction method: Hand auger
(i.e. auger, rotary, cable, direct push, etc.)
By signing this form. I hereby certify that the well(a) was (were) Comtruclad in accordance
with ISA NCAC 02C.0100 or /SA NCAC 02C.0200 Well Construction Standards and that a
copy ofthis 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.
24a. For All Wells: Submit this from 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 Infection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
sion of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Infection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-I North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

Geosyntec'' 1300 South Mint St
BORING LOG
Suite 300
Consultants Charlotte, NC 28203
BOREHOLE ID: HA-31PZ-6
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: ARA Area 1
DRILLING METHOD: Hand Auger
PROJECT NO: GC6463
RIG TYPE: Not Applicable
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 4"
BORING DATE: 1111712017
SAMPLING METHOD: Grab
GEOSYNTEC REPRESENTATIVE: Y. Cortes Di Lena
NORTHING: 636567.1
DRILLING CONTRACTOR: Terracon
EASTING: 945555.6
DRILLER NAME: C. Penton
GROUND ELEVATION: 2119.1 ft
CO
e >
w vZ
"
v
Lithologic Description
a)
Well
Comments
o
Construction
Silty SAND (SM) (SOIL); brown; moist; some clay
Grout
Silty SAND (SM) (SOIL); brown; moist; some clay
2115
Bentonite
-5
_
Seal
Borehole
collapsed during
the placement of
Clayey SAND (SC) (SOIL); brown; moist; some silt
bentonite seal
Filter
Clayey SAND (SC) (SOIL); brown; moist to wet; some silt
Pack
(Sand)
Screen
2110
Boring Terminated at 10.0 ft bgs.
Page 1 of 1
Total Depth: 10 ft bgs

WELL CONSTRUCTION RECORD (GW-1)
1. Well Contractor Information:
For Internal Use Only:
Craig Penton
Well Contractor Name
NCWC 4388-A
NC Well Contractor Certification Number
Terracon
Company Name
W
2. Well Construction Permit #:M0100425, State Wide Variance
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
E]Municipal/Public
Supply) QResidential Water Supply(single)
Residential Water Supply (shared)
Recharge
[3(3roundwater Remediation
Storage and Recovery
QSalinity Barrier
Test
D Stonnwater Drainage
ental Technology
©Subsidence Control
nal(Closed Loop)
[Tracer
4. Date Well(s) Completed:11-17-17
So. Well Location:
Asheville Regional Airport
Well ID# PZ-6
Facility/Owuer Name Facility ID# (if applicable)
Asheville Regional Airport, Fletcher, NC
Physical Address. City, and Zip
Buncombe 9643523284L0001
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
35.4473985 N 82.5412257 W
6. Is(are) the well(s) 7mt Permanent or ❑Temporary
7. Is this a repair to an existing well: 13Yes or OX No
Ifthis is a repair, fill am /mown well construction information and explain the nature ofthe
repair under #21 remarks section or on the back ofthisform.
8. For Ceoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:/
9. Total well depth below land surface: 10 (ft.)
For multiple wells list all depths tfdierem (ixample- 3@200' and 2@100)
10. Static water level below top of casing: -7 (ft.)
Ifwater level a above casing, use "+"
11. Borehole diameter: 4 (in.)
12. Well construction method: Hand auger
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER ZONES
FROM
TO
DESCRUITRIN
f4
ft.
N.
n.
15. OUTER CASING for multi -cased wellsORLMR ifa feeble
FROM
TO DIAMETER THICKNESS MATERIAL
0 rt
-2.5 r"• in. Metal
16. INNER CASING OR'RIRING
eothermal
closed-loo
FROM TO
DIAMETER
THICKNESS
MATERW,
7.5 rt• -2 rL
1 I°'
SCH40
PVC
ft. fL
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNE55
"An"
10 rt
I
7.5 ra
1 i°
0.010
SCH40
PVC
ft
ft.
in.
18. GROUT
FROM
TO
I MATERIAL
EMPLACEMENT METHOD &AMOUNT
5 r"
3 r"•
Benionite chips
Gravity
3 %
1 ft
Cement-betaonite
Hose
ft.
k.
19. SAND/GRAVEL
PACK
ifa Iic a
FROM
TO
MATERIAL
EMPLACEMENT METHOD
10 ft
6 rt
Prepack/sand
Gravity
f-
N-
20. DRILLING
LOG attach
additional sheen if necessary)
FROM
TO
DESCRIPTION cobs hardness, sml/.k tym evak,imZj-
0 ft-
10 ft
Brown, silty sand with clay
ft.
ft.
ft.
ft.
N.
N.
ft.
N.
I
ft
N,
ft.
21. REMARKS
22. Cer ification:
/z- G -/7
Sigua tre Uepi led Well Contactor Date
By signing this form. I hereby certify that the wells) was (were) constructed in accordance
with 15A NCAC 02C.0100 or 15A NCAC 02C.0200 Well Construction Standards and that a
copy ofthis 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 INSTRUCTIONS
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 Infection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
sion of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Infection Wefs: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

BORING LOG
Geospw Geosyntec Consultants of NC, PC
1300 South Mint Street, Suite 300
Consultants Charlotte, North Carolina 28203
BOREHOLE ID: SPT-61PZ-7
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Mud Rotary
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 5"
BORING DATE: 811112018
SAMPLING METHOD: SPT/Shelby Tube
GEOSYNTEC REPRESENTATIVE: Morteza Khorshidi
NORTHING: 636214.3
DRILLING CONTRACTOR: Terracon
EASTING: 945123
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2140.1 ft
oo ��>
�Z
v
Lithologic Description
C
'
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
al 0.1PVC
top: 0 ft bgs
6. 'o
(flush -mount
piezometer)
a
Lithologic
0. o:
descriptions at
depths without
samples are
°
approximated by
°' 10
observations of
cuttings.
Shelby Tube - ST1 (Pushed
a .
from 3' to 5' bgs)
4 10
a
o 'o
2135
-5
a
o: ,o:
a
o: ,o:
a
o: ,o:
Shelby Tube - ST2 (Pushed
o .
from 8' to 10' bgs)
4
Grout
a
o. !o:
2130
-10
a
o: ,o:
a
o. ,o
a
o: ,o:
a
Clayey SAND (SC) (RCP);
° 10:
coarse grained; gray to brown;
wet; loose; with gravel at
o .
2-3-7
1.5
bottom; trace silt
(Continued Next Page)
Page 1 of 2
Total Depth: 30 ft bgs engineers I scientists I innovators

BORING LOG
Geospw Geosyntec Consultants of NC, PC
1300 South Mint Street, Suite 300
COrisultmts Charlotte, North Carolina 28203
BOREHOLE ID: SPT-61PZ-7
GENERAL INFORMATION
TECHNICAL INFORMATION
PROJECT NAME: Asheville Regional Airport - Area 1
DRILLING METHOD: Mud Rotary
PROJECT NO: GC6463
RIG TYPE: CME-55
SITE LOCATION: Asheville, North Carolina
BOREHOLE DIA: 5"
BORING DATE: 811112018
SAMPLING METHOD: SPT/Shelby Tube
GEOSYNTEC REPRESENTATIVE: Morteza Khorshidi
NORTHING: 636214.3
DRILLING CONTRACTOR: Terracon
EASTING: 945123
DRILLER NAME: Abel McGuire
GROUND ELEVATION: 2140.1 ft
oo ��>
�Z
m y
Lithologic Description
Well
a- o
N-Value
o
Comments
w
Construction
m
0 10 20 30 40 50
Clayey SAND (SC) (RCP);
6
coarse grained; gray to brown;
°'
10
wet; loose; with gravel at
bottom; trace silt (continued)
b .
°:
1°.
Gravel=18.5%;
Sand=44.6%;
Bentonite
Silt=18.8%;
Shelby Tube - ST3 (Pushed
Seal
Cl y=1 .1 %;
from 18' to 20' bgs): Clayey
=36;
SAND (SC) (RCP); with gravel
PL=24; P1=12
2120
-20
Silty SAND (SM) (RCP); coarse
grained; gray; wet; loose; with
gravel layers
Filter
3-3-5
1.5
Silty SAND (SM) (RCP); fine
2115
-25
grained; brown to tan; we;
Pack
loose; with trace clay and mica;
(Sand)
gravel layers
Screen
Gravel=2.8%;
Sand=54.1 %;
Silt=18.2%;
Shelby Tube - ST4 (Pushed
Clay=24.9%;
from 28' to 30' bgs): Silty SAND
FC=43.1 %; LL=39;
(SM) (RCP)
PL=30; P1=9
Boring Terminated at 30.0 ft
bgs.
Page 2 of 2
Total Depth: 30 ft bgs engineers I scientists I innovators

WELL CONSTRUCTION RECORD (GW-1)
Print Form
1. Well Contractor Information:
Abel McGuire
Well Com um Name
3571-A
NC Well Contractor Certification Number
Terracon
CompanyName 2. WellWM0100443
2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, Counry, State, Parlance, etc)
3. Well Use (check well use):
Water Supply Well:
(Heating/Cooling Supply)
Non -Water Supply Well:
Recharge
Storage and Recovery
Test
icard Technology
=1(Closed Loop)
[]Mtmicipal/Public
[]Residential Water Supply (single)
[]Residential Water Supply (shared)
[]Groundwater Remediation
[]Salinity Barrier
[]Stormwater Drainage
[] Subsidence Control
®Tracer
under #21
4. Date Willis) Completed:8/14/18 Well ID#PZ-7
5a. Well Location:
Asheville Regional Airport
Facility/Owner Name Facility ID# (if applicable)
Asheville Regional Airport, Fletcher, NC 28732
Physical Address, City, and Zip
Buncombe
County
Power Identification No. (PM)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one Iat/long is sufficient)
35.446377 N-82.542618
6. Is(are) the we6(s)Ox Permanent or ®Temporary
TL WATER
ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
I it.
15. OUTER CASING for multi-casetl wells OR LINER if a GcsbI'
FROM
TO DIAMETER TmCKNE55 MATERIAh
h.
ft. I in.
16. INNER CASING OR TUBING eothermal
closed-Ioo
FROM TO DIAMETER
THICKNESS
MATERIAL
0.2 fL 20 ft 1 in' I
SCH 40
PVC
ft. I ft. iu.
17. SCREEN
FROM I
TO
DIAMETER
SLOTSIZE
I THICKNESS
I MATERIAL
20 fL
30 IL
1 in'
0.01
ISCH40
IPVC
ft.
ft.
n.
IS.GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
0 ft,
17 ft.
CEM-Bentonde
Slurry through termie pipe
ft.
it.
H.
ft.
19. SAND/GRAVEL PACK
applicable)
FROM
TO
MATERIAL
EMPLACEMENT ME11um
19 ft.
30 ft.
DSI Well Pack
Pour
ft.
ft.
20. DRILLING
LOG attach
addidonel sheens if necesaa
FROM
TO
DESCRIM ION color, hia-driess, soNrookire, Hain site, etc.
0 rt.
30 ft.
Silty sand to sand
ft.
ft.
R,
ft.
ft.
ft.
it.
ft.
it.
ft.
tt.
ft.
21. REMARKS
Enviroplug bentonite 17 19 ft
see' to
22. Certification:
AIA ff-"<47- If
Signature of Certified Well Contractor Date
By signing this form. I hereby certify that the wxll(s) was (were) constructed in accordance
7. Is this a repair to an existing well: []Yes or EINO
with 15A NCAC 02C.0100 or 15A NCAC 02C.0200 Well Construction Standards and that a
Ifthis is a repair, fill out known well construction information and explain the nature ofthe
copy ofthis record has been provided to the well owner.
repair under #21 remarks section or on the back of this Jorm.
23. Site diagram or additional well details:
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
You may use the back of this page to provide additional well site details or well
construction, only 1 GW-I is needed. Indicate TOTAL NUMBER of wells
construction details. You may also attach additional pages if necessary.
drilled:l
SUBMITTAL INSTRUCTIONS
30
9. Total well depth below land surface: (ft-)
24a. For All Wells: Submit this form within 30 days of completion of well
For multiple wells list all depths ifdr/jerent (example- 3®200' and 2®100')
construction to the following:
10. Static water level below top of casing:
Ifwater level is above casing. use
11. Borehole diameter: 5 (in.)
12. WeB construction method: Mud Rotary
(i.e. auger, rotary, cable, direct push, etc.)
(ft) Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Wells: In addition to sending the form in the address in 24a
above, also submit one 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 (gpm) Method of test: 24c. 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
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

Area 3 Structural Fill

BORING RECORD
REOTRACK TECHNOLOGIES. INC.
Asheville Airport Area 3 BORING No. MIN -'I
Asheville, NC
12-2999A-N Boring Location: N 634,038 E 943,847
Date Drilled: 11/25/13
Ground Elevation: 2166.5 ft
Notes:
Water level is as measured during well
Drilling Method: HSA
Hammer Type: Gravity
development
Water Level: 36.8 ft 24 Hrs+
Boring Diameter: 6 in
o
m
STD. PENETRATION TEST DATA
7
MATERIAL DESCRIPTION
o
E Z
E I�
ip in
i
(blows/ft)
w
0.0
w a
m o
z
'� N M
z
5 10 20 40 70
Residual - Dark Brown Clayey Silt
3.0
Reddish Brown Micaceous Clayey Silt
2161.5
2156.5
10.0
_
Dark Reddish Brown Micaceous Fine
Sandy Clayey Silt
2151,5
2146.5
Light Brown Micaceous Fine Sandy Silt
2141.5
28.0
Yellowish Brown Micaceous Fine Sandy Silt
2136-5
2131.5
35.0
Partially Weathered Rock - Yellowish
- Brown and Grayish Brown Micaceous Silty
n °
Fine Sand
°
2126.5
e
e
e
2121.5
e
❑
❑ °
-
2116.5
a
❑
52.0
°
Partially Weathered Rock - Yellowish
Brown and Grayish Brown Micaceous Silty
°
2111.5
Fine Sand (Very Dense)
A
57.5
6
Auger Refusal at 57.5 feet
2106.5
2101,5
LEGEN❑
SAMPLER TYPE DRILLING METHOD
SS Split Spoon NQ - Rock Core, 1-718" HSA - Hollow Stem Auger RW -Rotary Wash
ST - Shelby Tube CU - Cuttings CFA - Continuous Flight Augers RC - Rock Core
AWG- Rock Core, 1-118" CT - Continuous Tube DC - Drivinq Casing

2'. 1 ■ ONRESIDE TIAL WELL CONSTRUCTION RECORD
]r
North Carolina Department of Environment and Natural Resources- Division of Water Quality
�y� aT �• �
• '"";=": r WELL CONTRACTOR CERTIFICATION # 2288
1. WELL CONTRACTOR:
Robert Frve
Well Contractor (Individual) Name
c/o Geotrack Technologies
Well Contractor Company Name
3620 Pelham Road
Street Address
Greenville SC 29615
City or Town State Zip Code
8( 64 ) 329-0013
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# WM01 00330
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-1
3. WELL USE (Check One Box) Monitoring N( Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 1 1/25/13
4. WELL LOCATION:
Asheville Regional Airport Area 3 _
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Betcher COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley ❑ Flat i1i Ridge ❑ Other
LATITUDE 35 ° 26 25.0166 " DMS OR DD
LONGITUDE 82 32 479832 " DMS OR DID
Latitude/longitude source: V3PS Qfopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Asheville Reaional Airnort
Facility Name Facility ID# (if applicable)
61 Terminal Drive
Street Address
Fletcher SC 2873
City or Town State Zip Code
Co'itact ►-n-
Mailing Address
City or Town State Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 57.5
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 39-8 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.88 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 (depth):
op , Bottom
Top Bottom
Top Bottom
To Bottom
00 Bottom
Top Bottom
Thickness/
7. CASING: Depth
Diameter Weight Material
Top 0 Bottom 42.5
Ft.
2" S 40 PVC
Top Bottom
Ft.
Top Bottom
Ft.
8. GROUT: Depth
Material Method
Top 0 Bottom 39.5
Ft.
Cement/Bent. Tremie
Top Bottom
Ft.
Top Bottom
Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 42.5 Bottom 57.5 Ft. 2.0 in 0.010 in. PVC
Top Bottom Ft. in In.
Top Bottom Ft in in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 40.5 Bottom 57.5 Ft. 2020-40 Fine Silica Sand
Top Bottom Ft.
Top Bottom Ft.
11 DRILLING LOG
Top Bottom Formation Description
0.0 / 20
20 / 35
35 / 57.5
/
12. REMARKS:
Residual - Clayey Sandy Silt
Saprolite - Sandy Silt
Partially Weathered Rock
100 EREAY CERTIFY THAT TH1S WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCA0 1C. W LL CONSTRU TAWE
DARDS, AND THAT COPY OF THIS +
RECOR AS B N P pVIOE OLL OWNER. f ` ^ ��
51GN T E O ER ECONTRACTOR r DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality Information Processing, Form /09
y p tY - 9 Rev. 2/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

BORING RECORD
®EOTRACK TECHNOLOGIES, INC.
Asheville Airport Area 3 BORING No. MW-2
Asheville, NC
12-2999A-N Boring Location: N 634,849 E 943,521
Date Drilled: 12/11/13 Ground Elevation: 2144.6 ft Notes:
Water level is as measured during well
Drilling Method: HSA Hammer Type: Gravity development
Water Level: 18.7 ft 24 Hrs+ Boring Diameter: 6 in
o t
Ta, STD. PENETRATION TEST DATA
(blows/ft)
MATERIAL DESCRIPTION o _ -2 >
ca
> ) w 0.0 �, M Z 5 10 20 40 70
Residual - Reddish Brown Clayey Silt
2139.E
2134.E
12.0
Reddish Brown to Brown Micaceous Fine
Sandy Silt
2129.6
2124.
2119.6] 25.0
Light Reddish Brown, Brown, and Light
Gray Micaceous Fine Sandy Silt
2114.6
2109.6
2104.6
2099.E
2094.6
v
2089.6
57.0
Partially Weathered Rock - Light Brown and
2084.E
Gray Micaceous Silty Fine Sand
62.9
Auger Refusal at 62.9 feet
10
o LEGEND
SXMIPLER TYPE DRILLING METHOD
SS Split Spoon NQ - Rock Core, 1-7/8" HSA - Hollow Stem Auger RW -Rotary Wash
a ST Shelby Tube CU - Cuttings CFA - Continuous Flight Augers RC - Rock Core
0 AWG- Rock Core. 1-1/8" CT - Continuous Tube DC - Driving Casing
m _

STAIZ +
NONRESIDENTIAL WELL CONSTRUCTION RECORD
Y.
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2288
1. WELL CONTRACTOR:
Robert Frve
Well Contractor (Individual) Name
c/o Geotrack Technologies
Well Contractor Company Name
3620 Pelham Road
Street Address
Greenville SC 29615
City or Town State Zip Code
8( 64 ) 329-0013
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# WM01 00330
OTHER ASSOCIATED PERMIT#(if applicable) _
SITE WELL ID #(if applicable) MW-2
3. WELL USE (Check One Box) Monitoring I( Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/1 1 /13
4. WELL LOCATION:
Asheville Regional Airport Area 3
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Fletcher COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley ❑ Flat Z Ridge ❑ Other
LATITUDE 35 ° 26 32.9183 DMS OR DD
LONGITUDE 82 32 1 52.2756 DMS OR DD
Latitude/longitude source: BPS ❑Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Asheville Reaional Airport
Facility Name Facility ID# (if applicable)
61 Terminal Drive
Street Address
_ Fletcher �SC 28732
City or Town State Zip Code
Mr. _ Reisman
Contact Name
Mailing Address
City or Town State
Area code Phone number
6. WELL DETAILS:
Zip Code
a. TOTAL DEPTH: 62.9
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 5/
c. WATER LEVEL Below Top of Casing: 21.2 FT
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.53 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,
If. DISINFECTION: Type 4 Amount
: g. WATER ZONES (depth)
Top
Bottom
Top
Bottom
Top
Bottom
Top,
, Bottom
Top
Bottom
Top
Bottom —
Thickness/
7. CASING:
Depth
Diameter
Weight Material
Top 0
Bottom 47.9
Ft.
2"
S 40 PVC
Top
Bottom
Ft.
Top
Bottom
Ft.
8. GROUT:
Depth
Material
Method
Top 0
Bottom 44.9
Ft
Cement/Bent. Tremie _
Top
Bottom
Ft.
Top
Bottom
Ft
9. SCREEN: Depth Diameter Slot Size Material
Top 47.9 Bottom 62.9 Ft. 2.0 in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 45.9 Bottom 62.9 Ft. 20-40 Fine Silica Sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
0.0 / 12
12 / 57
57 / 62.9
/
I
12. REMARKS:
Residual - Clayey Silt
Saprolite - Sandy Silt
Partially Weathered Rock
Dept' is are below ground sufface
I DO HEREBY RTIFY THAT THIS W.Pn WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC EL ON ST UCTI ANDARDS, AND THAT A COPY OF THIS
RECORD BEE R WELL OWNER.
SIGNAtLWE OF CE TIFi wtHff CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality Information Processing, Form /09
y P y - g Rev. 2/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone: [phone]

BORING RECORD
LEGEND
SAMPLER TYPE DRILLING METHOD
SS Split Spoon NQ - Rock Core, 1-7/8" HSA - Hollow Stem Auger RW -Rotary Wash
ST Shelby Tube CU - Cuttings CFA - Continuous Flight Augers RC - Rock Core
AWG- Rock Core, 1-1/8" CT - Continuous Tube DC - Driving Casing

r- 1 r ONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
a�
••, WELL CONTRACTOR CERTIFICATION # 2288
1. WELL CONTRACTOR:
Robert Frve
Well Contractor (Individual) Name
c/o Geotrack Technoloaies
Well Contractor Company Name
3620 Pelham Road
Street Address
Greenville SC 29615
City or Town State Zip Code
8( 64 ) 329-0013
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# WM0100330
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-3
3. WELL USE (Check One Box) Monitoring [!( Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/2/1 3
4. WELL LOCATION:
Asheville Regional Airport Area 3 _
(Street Name, Numbers, Community, Subdivision, Lot No , Parcel, Zip Code)
CITY: Fletcher
COUNTY Buncombe__
TOPOGRAPHIC / LAND SETTING:
(check appropriate box)
❑ Slope ❑ Valley ❑ Flat Z Ridge
❑ Other.
LATITUDE 35 ° 26 39.7681
DMS OR DID
LONGITUDE 82 32 54.7905
DMS OR DID
Latitude/longitude source: VGPS
❑Topographic map
(location of well must be shown on a
USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located )
Asheville Reaional Airnort
Facility Name Facility ID# (if applicable)
61 Terminal Drive
Street Address
Fletcher SC 28739
City or Town State Zip Code
Mr. M. Reisman
Contact Name
Mailing Address
City or Town State Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 64.7
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO qI
c. WATER LEVEL Below Top of Casing: 298 FT
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.99 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 (depth):
Top Bottom
Top Bottom
Top Bottom
Top Bottom
Top Bottom
I op. Bottom
Thickness/
7. CASING: Depth
Diameter Weight Material
Top 0 Bottom 49.7
Ft.
2" S 40 PVC
Top Bottom
Ft.
Top Bottom
Ft.
8. GROUT: Depth
Material Method
: Top 0 Bottom 48.7
Ft.
Cement/Bent. Tremle
Top Bottom
Ft.
Top Bottom
Ft.
9. SCREEN: Depth
Diameter
Slot Size Material
Top 49.7 Bottom 64.7
Ft.
2.0 in. 0.010 in. PVC
Top Bottom
Ft.
in. in.
Top Bottom
Ft
in. in.
10. SAND/GRAVEL PACK:
Depth
Size Material
Top 47.7 Bottom 64.7
Ft.
20-40 Fine Silica Sand
Top Bottom
Ft.
Top Bottom
Ft.
11. DRILLING LOG
Top Bottom
Formation Description
0.0 / 10
Residual - Clayey Silt
10 ! 60
Saprolite - Silty Sand
60 / 64.7
Partially Weathered Rock
!
12. REMARKS:
I DO HEREB
ERTIFY THAT THIS
WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC
WELL ONS VCTI
S ANDARDS, AND THAT A COPY OF THIS
RECORD
BEEN ROVI ED
E ELL OWNER.
SEGNAT
F C . TFIED
L CONTRACTOR DATE
Robert Flue
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality Information Processing, Form /09
y P tY " g Rev. 2I09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone: [phone]

BORING RECORD
ACK TECHNGLGGI
Asheville! Airport Area 3
Asheville, NC
12 2999A N
--S, INC.
BORING No. MW-4
_ Boring Location: N 636,014 E 943,105
Date Drilled: 12/13/13 Ground Elevation: 2115.4 ft Notes:
Water level is as measured during well
Drilling Method: HSA Hammer Type: Gravity development
Water Level: 16.2 ft 24 Hns+
O t
o-F
MATERIAL DESCRIPTION
w 0.0
Residual - Reddish Brown Clayey Silt
2110.4� 5.0_
Dark Reddish Brown Micaceous Fine
Sandy Silt with Some Clay
2105.4
2100.4- 15.0
_[Dark Olive Brown Micaceous Fine
Silt
2095.4 -
Boring Diameter: 6 in
T!"D.a. CL C Cz�C ch
2090.4� 25.0
Yellowish Brown Micaceous Fine Sandy Silt
2085.4 30.0 ��
Partially Weathered Rock - Yellowish
Brown and Light Brown Micaceous Fine
33.7 Sand Silt
2080.4 Auger Refusal at 33.7 feet
2075.4
2070.4 -
2065.4 -
2060.4
2055.4
2050.4
LEGEND
SAMPLER TYPE DRILLING METHOD
SS Split Spoon NQ - Rock Core, 1-7/8" HSA - Hollow Stem Auger RW -Rotary Wash
ST Shelby Tube CU - Cuttings CFA - Continuous Flight Augers RC -Rock Core
AWG- Rock Core, 1-1/8" CT - Continuous Tube DC - Driving Casing

NONRESIDENTIAL WELL CONSTRUCTION RECORD
iNorth Carolina Department of Environment and Natural Resources- Division of Water Quality
�••. `` "' .. WELL CONTRACTOR CERTIFICATION # 2288
1. WELL CONTRACTOR:
Robert Frye
Well Contractor (Individual) Name
C/o Geotrack Technologies
Well Contractor Company Name
3620 Pelham Road
Street Address
Greenville SC 29615
City or Town State Zip Code
(864 ) 329-0013
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# WM0100330
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-4
3. WELL USE (Check One Box) Monitoring V Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/1 3/1 3
4. WELL LOCATION:
Asheville Regional Airport Area 3
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Fletcher COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley ❑ Flat 6 Ridge ❑ Other
LATITUDE 35 26 44.2925 " DIMS OR DID
LONGITUDE 82 ° 32 57.7963 ° DMS OR DID
Latitude/longitude source: V3PS ❑Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Asheville Reaional Airnort
Facility Name Facility ID# (if applicable)
61 Terminal Drive
Street Address
Fletcher SC 28732
City or Town State Zip Code
Mr. M. Reisman
Contact Name
Mailing Address
City or Town
Area code Phone number
6. WELL DETAILS:
d. TOP OF CASING IS 2.21 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 (depth)
Top
Bottom
Top
Bottom
Top
Bottom
Top
_ Bottom
Top
Bottom
Top
Bottom
Thickness/
7. CASING:
Depth
Diameter
Weight Material
Top 0
Bottom 23.7
Ft.
2"
540 PVC _
Top
Bottom
Ft.
Top
Bottom
Ft.
8. GROUT:
Depth
Material
Method
Top 0
Bottom 20.7
Ft.
Cement/Bent. Tremie
Top
Bottom
Ft.
Top
Bottom
Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 23.7 Bottom 33.7 Ft. 2.0 in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 21.7 Bottom 33.7 Ft. 20-40 Fine 5iljQa
Top Bottom Ft
Top Bottom I t
11. DRILLING LOG
Top Bottom Formation Description
0.0 / 5
5 / 30
30 / 33.7
Residual - Clayey Silt
Saprolite - Sandy Silt
Partially Weathered Rock
State Zip Code 12. REMARKS:
Bepths are below ground surface
a. TOTAL DEPTH: 33.7
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO q/
c. WATER LEVEL Below Top of Casing: 18.4 FT
(Use "+" if Above Top of Casing)
I DO HERE ER IFY THAT THIS W WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCA WE CONSTRUCTI S DARDS, AND THAT A COPY OF THIS
RECORD BE P IDED TH ELL OWNER,
51GNA U E OF C TIFIED W CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality Information Processing, Form /09 b
y p y " g Rev 2/09
1617 Mail Service Center, Raleigh, INC 27699-161, Phone: [phone]

BORING RECORD
AEOTRACK TECHNOLOGIES, INC.
Asheville Airport Area 3
BORING No. MW-5
Asheville, NC
12-2999A-N
Boring Location: N 636,532 E 943,234
Date Drilled:
12/3/13
Ground Elevation:
2120.6
ft
Notes:
Water
level
is as measured during well
Drilling
Method:
HSA
Hammer Type:
Gravity
development
Water
Level:
L
20.1 ft 24 Hrs+ Boring
Diameter:
6 in
C:
o
a�
STD. PENETRATION TEST DATA
MATERIAL DESCRIPTION
�
o
t
_
(blows/ft)
w
O
J
Q
O
Z
(0
a
Z
0.0
N M
5 10 20 40 70
Residual - Light Reddish Brown to Dark
Brown Clayey Silt
2115.E
5.0
Reddish Brown to Brown Micaceous Fine
Sandy Silt
2110-6
-
2105.E
2100,E
20.0
- Light Brown to Light Grayish Brown
Micaceous Fine Sandy Silt
2095.E -
2090.E
2085.E
35.0
Yellowish Brown Micaceous Fine Sandy Silt
2080.E
2075.E
2070.E
a.
N
n 2065.E
ca
55.0
Partially Weathered Rock - Yellowish
Brown and Grayish Brown Micaceous Fine
°
�a
Sandy Silt (Very Hard)
° 2060.6
°
c�
°
R
62.4
°
Auger Refusal at 62.4 feet
2055.E
a
o LEGEND
W SAMPLER TYPE DRILLING METHOD
o SS Split Spoon NQ - Rock Core, 1-7/8" HSA - Hollow Stem Auger RW - Rotary Wash
Z ST Shelby Tube CU - Cuttings CFA - Continuous Flight Augers RC Rock Core
ID AWG- Rock Core, 1-1/8" CT -Continuous Tube DC - Driving Casing
_ _

` NONRESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
I •�=
WELL CONTRACTOR CERTIFICATION # 2288
1. WELL CONTRACTOR
Robert Frve
Well Contractor (Individual) Name
C/o Geotrack _Technologies
Well Contractor Company Name
3620 Pelham Road
Street Address
Greenville SC 29615
City or Town State Zip Code
8( 64 ) 329-0013
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# WM0100330
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-5
3. WELL USE (Check One Box) Monitoring t( Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/3/1 3
4. WELL LOCATION:
Asheville Regional Airport Area 3 _
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Betcher COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley ❑Flat 6Ridge ❑Other
LATITUDE 35 ° 26 49.4513 " DMS OR _ DD
LONGITUDE 82 32 56.4603 " DMS OR DD
Latitude/longitude source: BPS ❑Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Asheville Regional Airrnort
Facility Name Facility ID# (if applicable)
61 Terminal Drive
Street Address
Fletcher SC 2873�
City or Town State Zip Code
1J 1J C - 11 . M
Contact
Mailing Address
City or Town State Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 62.4
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO q/
c. WATER LEVEL Below Top of Casing: 22.7 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2­52— 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 (depth):
Top
Bottom
. Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Thickness/
7. CASING:
Depth
Diameter
Weight Material
Top 0
Bottom 47.4
Ft.
2"
540 PVC
Top
Bottom
Ft.
Top
Bottom
Ft.
8 GROUT:
Depth
Material Method
Top 0
Bottom 46.4
Ft.
Cement/Bent. Tremie_
Top
Bottom
Ft.
Top
Bottom
Ft.
9. SCREEN:
Depth
Diameter
Slot Size Material
Top 47.4
Bottom 62.4
Ft.
2.0 in.
0.010 in. PVC
Top
Bottom
Ft.
in.
- _ in
Top
Bottom
Ft
in.
in
10. SAND/GRAVEL PACK:
Depth
Sire
Material
Top 45.4
Bottom 62.4
Ft.
20-40
Fine Silica Sand
Top
Bottom
Ft.
_
Top
Bottom
Ft.
11. DRILLING LOG
Top Bottom Formation Description
0.0 / 5
5 / 55
55 / 62.4
Residual - Clayey Silt
Saprolite - Sandy Silt
Partially Weathered Rock
12. REMARKS:
Dept' is we below gi-ound surface
I DO HEREBY CERTIff THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WE ONS UCTION STA A DS, AND THAT A COPY OF THIS
RECORD HAS i3E ROVI EO T TH L WNEn. �'
n
SIGNATURE CIP/lDERTIFNID WEL coWrRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Form Rev. 2/09/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

BORING RECORD
C EOTRACK TECHNOLOGIES, INC.
Asheville Airport Area 3 BORING No. MW-6
Asheville, NC
12-2999A-N Boring Location: N 636,735 E 943,257
Date Drilled: 12/4/13 Ground Elevation: 2127.8 ft Notes:
Water level is as measured during well
Drilling Method: HSA Hammer Type: Gravity development
Water Level: 27.3 ft 24 Hns+ Boring Diameter: 6 in
O t a� STD. PENETRATION TEST DATA
rn ay a �; ? (blows/ft)
o MATERIAL DESCRIPTION c J E $ ECo C
C)
w
0 0 Z N Z 5 10 20 40 70
_ M
Residual - Dark Reddish Brown Clayey Silt
2122.8
5.0
Yellowish Brown to Brown Micaceous Silty
Fine Sand
2117.8 -
2112.8
2107.8
-
2102.8
2097.8
2092.8
2087.8
2082.8
45.0
Yellowish Brown to Brown Micaceous Silty
Fine to Coarse Sand (Dense)
2077.8
N
N
0 2072.8
U'
U
Q
K
°w 2067.8
0
60.0
Partially Weathered Rock - Yellowish
Brown and Grayish Brown Micaceous Silty
°
coFine
Sand
°
J
2062.8
°
66 7
°
m
m
N
!l
Auger Refusal at 66.7 feet
o LEGEND
SAMPLER TYPE DRILLING METHOD
Z SS Split Spoon NQ - Rock Core, 1-7/8" HSA - Hollow Stem Auger RW -Rotary Wash
ST Shelby Tube CU - Cuttings CFA - Continuous Flight Augers RC - Rock Core
0 AWG- Rock Core, 1-1/8" CT - Continuous Tube DC - Driving Casing
m

�'•� ' * NONRESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RECORD
` North Carolina Department of Environment and Natural Resources- Division of Water Quality
'A' ...• WELL CONTRACTOR CERTIFICATION # 2288
1. WELL CONTRACTOR:
Robert Frve
Well Contractor (Individual) Name
c/o Geotrack Technologies
Well Contractor Company Name
3620 Pelham Road
Street Address
Greenville SC 29615
City or Town State Zip Code
8( 64 ) 329-0013
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# WM01 00330
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-6
3. WELL USE (Check One Box) Monitoring V Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/4/13
4. WELL LOCATION:
Asheville Regional Airport Area 3
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Fletcher COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley ❑ Flat &idge ❑ Other
LATITUDE 35 a 26 51.4647 DMS OR DD
LONGITUDE 82 ° 32 1 56.2673 DMS OR DID
Latitude/longitude source: VGPS ❑Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Asheville Reoional Airnort
Facility Name Facility ID# (if applicable)
61 Terminal Drive
Street Address
Fletcher SIC 28732
City or Town State Zip Code
Mr- M- Reisman
Contact Name
Mailing Address
City or Town
()
Area code
Phone number
d. TOP OF CASING IS 2.67 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 (depth)
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Thickness/
7. CASING:
Depth
Diameter
Weight Material
Top 0
Bottom 51.7
Ft.
2"
S 40 PVC
Top
Bottom
Ft.
Top
Bottom
Ft.
8. GROUT:
Depth
Material Method
Top 0
Bottom 48.7
Ft.-Cement/Bent,
Tremie
Top
Bottom
Ft.
Top
Bottom
Ft.
9. SCREEN:
Depth
Diameter
Slot Size Material
Top 51.7
Bottom 66.7
Ft.
2.0 in.
0.010 in. PVC
- Top
Bottom
Ft.
in
in...
Top
Bottom
Ft.
in.
in.
10. SAND/GRAVEL PACK:
Depth
Size
Material
Top 49.7
Bottom 66.7
Ft.
2020-40
Fine Silica Sand
Top
Bottom
Ft.
Top
Bottom
Ft.
11. DRILLING LOG
Top Bottom Formation Description
0.0 / 5
5 / 60
60 / 66.7
Residual - Sandy Silt
Saprolite - Silty Sand
Partially Weathered Rock
State Zip Code : 12. REMARKS:
Depths we below gmui III surface
t>. WELL DETAILS: I DO HEREBY ' RTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C ELL C NSTRUCTION DARDS, AND THAT A COPY OF THIS
RECORD H £EN P OVIDE TOT LL OWNER. y i
a. TOTAL DEPTH: 66.7 f
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO J
SIGNATUR OF CERT• FIED WEL NTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 30.0 FT. Robert Frve
(Use "+" if Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW-1 b
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Rev. 2/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone: [phone]

Asheville Airport Area 3
Asheville, NC
12 2999A N
Date Drilled: 12/2/13
Drilling Method: HSA
Water Level: 44.5 ft 24 Hrs+
c
o _
BORING RECORD
ACK TECHNOLOGIES. INC.
BORING No. MW-7
Boring Locatlon. N 637,022 E 943,193
Ground Elevation: 2119.0 ft Notes:
Water level is as measured during well
Hammer Type: Gravity development
Boring Diameter: 6 in
a) ro N a) STD. PENETRATION TEST DATA
o$ MATERIAL DESCRIPTION o f E t (blows/ft)
o
w 0.0 O Z V cv Z 5 10 20 40 70
Residual - Light Reddish Brown Clayey Silt
2114.0
5,0
Reddish Brown, Brown, and Gray
Micaceous Fine Sandy Silt
2109.0-
-
2104.0
2099.0
2094.0
2089.0
30.0
Dark Brown and Gray Micaceous Fine
Sandy Silt
2084.0
2079.0
2074.0
-
2069.0
2064.0
2059.0
60.0
Partially Weathered Rock - Yellowish
Brown and Gray Micaceous Fine Sandy Silt
2054.0
67.5
Auger Refusal at 67.5 feet
LEGEND
SAMPLER TYPE
DRILLING METHOD
SS Split Spoon NQ - Rock Core, 1-7/8"
HSA - Hollow Stem Auger RW -Rotary Wash
ST - Shelby Tube CU - Cuttings
CFA - Continuous Flight Augers RC - Rock Core
AWG- Rock Core, 1-1/8" CT - Continuous Tube
DC - Drivino Casino

S
3 NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
- • ." "" . WELL CONTRACTOR CERTIFICATION # 2288
1. WELL CONTRACTOR:
Robert Frve
Well Contractor (Individual) Name
c/o Geotrack Technologies
Well Contractor Company Name
3620 Pelham Road
Street Address
Greenville SC 29615
City or Town State Zip Code
8( 64 ) 329-0013
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# WM01 00330
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-7
3. WELL USE (Check One Box) Monitoring V Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation[] Other ❑ (list use)
DATE DRILLED 12/2/1 3
4. WELL LOCATION:
Asheville Regional Airport Area 3
(Street Name, Numbers, Community, Subdivision, Lot No , Parcel, Zip Code)
CITY: Fletcher COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley ❑ Flat Z Ridge ❑ Other
LATITUDE 35 ° 26 - 54.2871 " DMS OR DID
LONGITUDE 82 82 1 57.1766 " DMS OR DID
Latitude/longitude source: V.PS Oropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Asheville Regional Airport
Facility Name Facility ID# (if applicable)
61 Terminal Drive
Street Address
Fletcher SC 28732
City or Town State Zip Code
Mr. M. Reisman
Contact Name
Mailing Address
City or Town
Area code Phone number
6. WELL DETAILS:
d. TOP OF CASING IS 2.53 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 (depth)
Top_
Bottom.
Top
Bottom _
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Thickness/
7. CASING:
Depth
Diameter
Weight Material
Top 0
Bottom 52.5
Ft.
2"
S 40 PVC
Top
Bottom
Ft.
Top
Bottom
Ft.
8. GROUT:
Depth
Material
Method
Top 0
Bottom 49.5
Ft.
Cement/Bent. Tremie
Top
Bottom
Ft.
Top
Bottom
Ft
9. SCREEN: Depth Diameter Slot Size Material
Top 52.5 Bottom 67.5 Ft. 2.0 in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 50.5 Bottom 67.5 Ft. 20-40 -Fine Silica Sand
Top Bottom Ft
Top Bottom Ft
'l1. DRILLING LOG
Top Bottom Formation Description
0.0 / 5
5 / 60
60 / 67.7
r
r
i
1
Residual - Clayey Silt
Saprolite - Sandy Silt
Partially Weathered Rock
State Zip Code : 12. REMARKS:
Depths we below groui id surface
a. TOTAL DEPTH: 67.5
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 5/
c. WATER LEVEL Below Top of Casing: 47.0 FT
(Use "+" if Above Top of Casing)
I DO HERE CERTIFY THAT THIS WEU WAS CONSTRUCTED IN ACCORDANCE WITH
45A NGA WE CONSTRUCTIO ANDARDS, AND THAT A COPY OF THIS
RECOR H S BE PRO IDED T ' WELL OWNER.
SIGNATURE OF CIERTIFIEDYMIL CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality Information Processing, Form /09
Y P y - g Rev. 2/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone: [phone]

Area 4 Structural Fill

PROJECT: Asheville Airport Well Installation
PROJECT NO: 0059.53
WELL/BORING NO:
STARTED: 6/21/2022
MW-IAR-MR
COMPLETED: 6/21/2022
DRILLING COMPANY: Geologic Exploration
NORTHING: 631602.17
EASTING: 944673.98
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 2136.65
M.P. ELEV: 2136.59
BOREHOLE DIAMETER: 8"
DEPTH TO WATER: 20.0' BTOC
TOTAL BOREHOLE DEPTH: 33' BGS
NOTES: BGS = Below Ground Surface
SCREENED INTERVAL: 23 - 33' BGS
TOTAL WELL DEPTH: 33' BTOC
BTOC = Below Top of Casing
LOGGED BY: C. Eady
CHECKED BY: K.Ferri
a
U
O0
DESCRIPTION
WELL CONSTRUCTION
G
Qa
R
—o— --———————————————————————————————
o Fill: Sandy Clay, red/orange
•4 o
_.--- ---------------------------------
�� Saprolite: Silty clay, brown
10 a
Partially Weathered Rock: Gray
Daa
DQa
15 Dad
DQa
DQa
20 paa
DQa
DQa
25 Dad
Daa
Daa
30 Dad
0 O
Dao
Borehole terminated at 33' BGS.
Protective casing
with locking cap
Neat Cement
Grout (0-13' BGS)
2" Sch 40 PVC
Riser
Bentonite
Holeplug (13-19'
BGS)
Sand Filter Pack
(19-33' BGS)
2" Pre -Packed
Well Screen
(23-33' BGS)
410 SynTerra CLIENT: Duke Energy Progress
148 River Street, Suite 220 PROJECT LOCATION: Arden, NC
Greenville, South Carolina 29601
SynTerra Phone:[phone]
PAGE 1 OF 1

WELL CONSTRUCTION RECORD (GW-1)
For Internal Use Only:
1. Well Contractor Information:
JOHNNY BURR
Well Contractor Name
A - 3098
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION
Company Name
2. Well Construction Permit N:
l.israll applicable wel/(naciruction pernrnr Ae. WC, ('aunty. bare. Variance. etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ industrial/Commercial
❑Irrieation
rSupply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
nWPHe > Inn nnn rrpn
❑Groundwater Remedialion
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 921 F
4. Date Well(s) Completed: 06/2 1/22 Well IDN MW-1 AR-A4R
5a. Well Location:
ASHEVILLE AIRPORT
Facility/Owner Name Facility IDN (if applicable)
FERN CLIFF DRIVE ASHEVILLE 28732
Physical Address, City, and Zip
BUNCOMBE
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one Iatilong is sufficient)
350 25' 31.70" N 820 32' 26.65" W
6. Is(are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ONo
!Pills it a repair. fill rill known u•elf caruiruciian inJirrnuumn aunt explabi fire trature aJ the
repair fouler 41 reniarkr section or on the hack of this farm.
S. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only I GW-I is needed. Indicate TOTAL NUMBER of wells
drilled:
9. Total well depth below land surface: 33.0 (ft.)
Far wdrVe wvAN As; all depths iif di&renr fc.i lniple- 3@2cY+' and 2 r@100')
14. WATER
ZONES
FROM
TO
I DESCRIPTION
n.
n.
ft.
n.
IS. OUTER CASING for multi -cased wells OR LINER if a ficable
FROM
TO
DIAMETER
THICKNFSS
MATERIAL
h.
h.
I in
16. INNER
CASING OR
TUBING eothermal
closed -too
FROM
To
DIAMETER I
THICKNESS
MATERIAL
0.0 rt.
23.0 n•
2.0 in.
SCH 40
PVC
h.
ft.
In.
17. SCREEN
FROM
TO
DIAMETER
I SLOTSIZE
THICKNESS
MATERIAL
23.0
33.0 ft•
2.0 rn'
.010
SCH 40
PVC
ff.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOt NT
00 rt•
13.0 rt'
PORTIAND BENTONITE
SLURRY
to.
n.
ft,
rt.
14.SAND/GRAVEL PACK Ifa licable
FROM
TO
MATERIAL I
EMPLACEMENT METHOD
9.0 h
P
33.0 fr.
20-40
FINE SILICA SAND
ft,
n.
20. DRILLING
LOG lattsch additional sheets ifnecesse
FROM
I TO
DESCRIPTION cabr, hxrdnM soillrock rain sire, etc.
0.0 ff•
2.0 it.
RED/ORANGE SANDY CLAY
2.0 n
10.0 (1•
BROWN SILTY CLAY
10.0 rL
33.0 t0'
GRAY PWR
ft.
it.
h.
h.
21. REMARKS
BENTONITE SEAL - 13.0 - 19.0 FEET
... U-PACK SCREEN ***
22. Certification-, /]��
d- t/ 4--- 07/29/22
Signature ofCenlfied Well Contractor
vatc
Hv sigiung Nur farm, I hereby cerfift fluff the well(i) +rac (were) contirrucled of rn•c ordairce• uvk
I SA M A( 02( WOO or 13A N(A(* 02C .02(H) Well ('rrnxrnrcGrur VaalarcLv cord that a Lain
aJ this rernnl hoc luee+r preurided +u Tire erel! mruer.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well construction info
(add'See Over' in Remarks Box). You may also attach additional pages ifnecessan
24. SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
10. Sin tic water level below top of rasing:
20.0 (ft ) 24s. For All Wells: Original form to Division of Water Resources (DWR).
_
1J'vomr level is ahnre caring, use " "
11. Borehole diameter: 8.0 (in.)
AUG ER
Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells: Copy to DWR, Underground Injection Control (IUC)
Program, 1636 MSC, Raleigh, NC 27699-1636
12. Well construction method: 24c. For Water Su I and O en -Loa Geothermal Return Wells: Copy to the
(i C. auger, rotary, cable, direct push, etc) county environmenta ea th epariment of the county ere installed
FOR WATER SUPPLY WELLS ONLY: 24d. For Wafer Wells roducin over 100 000 GPD: Copy to DWR, CCPCUA
13a. Yield (gpm) Method of test: Perm Program, 161 I MSC, Raleigh, N 27699-161 I
13b. Disinfection type: Amount:
Form GW-1 North Carolina Department of Envromnenial Quality Division of Water Resources Revised 6-6-2019

00
BORING LOG / WELL CONSTRUCTION REPORT
Drill Rig: Ingersoll Rand
Date Drilled: 12/08/2009
Logged By:
►`J
Boring Dia: 8Inches
Boring Number: MW-02
sa-1— - 1-
Bryan Sladky
EUndefined
Completion
Depth
Lithology
Description
m
Undefined
Feet
m
Red -brawn SILT with mice. Loose. Low -medium moist.
I
5
I
I
10
As above, medium moist.
15
Light grey SILT with mica, trace gravel. Medium -high
—
—
I
I
moisture.
_
20
I
—
25
I
30
35
Completion Notes:
Site:
-well finished with a locked, above -ground steel security casing.
Asheville Airport
Asheville, NC
Project No.:
Page 1

NONRESIDENTIAL WELL CONSTRUCTION RECORD
Ndmh Carolina Ens,nnnem of Envimnmenl and Natural Resources Division of Water Qualip
WELL CONTRACTOR CERTIFICATION# 2580
1. WELL CONTRACTOR:
JASON MANTAK
Well ContractaflndM NName
GEOLOGIC EXPLORATION, INC.
Well Dori CasomYName
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or T. Stale Zip Code
Taf 4 1- 872-76M
Area code- Phone number
2. WELL INFORMATION:
SITE WELL IO#faspdiwNe) MW-2__
STATE WELL PERMIT#(8 appliode)
DWO a OTHER PERMIT #(IT applicable)
WELL USE (Check Applicable BON) Monitoring ® Muni, paVpublic ❑
IndusbiaOConamercial❑ Agricultural Re,00n,0 Injection❑
Inegalionp Other 0(list use)
DATEDRILLED 12IWN
TIME COMPLETED AMo PM❑
3. WELL LOCATION:
CITY. ASHEVILLE COUNTY BUNCOMBE
WRIGHT BROTHERS WAY 28732
(Street Name, Numbers, Community, Subdixsion, Lol Na, Parml Zlp Code)
TOPOGRAPHIC I LANE SETTING:
❑Slope DV01ley Orion ❑Ridge ❑ Can,
(sh—k appropnala box)
LATITUDE M, be m deprres
minutccsocomlsw
LONGITUDE _ _in decimal f rman
LatitudeBongitude source: ❑GPS oTopographic map
(beetion or wermost be shown on a USGS foreman and
attached to this farm snot using GPS)
A FACILITY -me name mma w.maa. wi,—ma wNl is 1-1.
FACILITY ID #(if applicable)
NAMEOFFACILITY ASHEVILLE AIRPORT
STREET ADDRESS WRIGHT BROTHERS WAY
ASHEVILLE NC 28732
City or Tarn State Zip Code
CONTACT PERSON ASHEVILLE REGIONAL AIRPORT
MAILING ADDRESS 61 TERMINAL DRIVE
FLETCHER NC 28732
City or Town Slate Zip Code
u
Area code- Phone numbs
ti. WELL DETAILS:
a. TOTAL DEPTH: 300 FEET
I DOES WELL REPLACE EXISTING WELL? YES NOB)
a WATER LEVEL Below Top of Casing: 14.0 FT
(Use -Y if Abrne This of Casing)
d. TOP OF LASING IS 2.0 FT. Ablm Land Surface'
'Top d casing laminated Wor below land sudace may require
a variance m accordance with 15A NCAO 2C .0118.
e. YIELD(gpm). NIA METHOD OF TEST NIA
I. DISINFECTION: Type NIA Amount NIA
g. WATER ZONES Ideplhl:
From _To— Fran_To_
Fram__ To_ From_ To
Fram__Tp_ FromTo_
6. CASING: Thickness/
Depth DiameteIer W hl Matsnal
Fran 0.0 To 10.0 Fl. 21NCsao PVC
From To FL _
From__ToFt.
7. GROU'T: Depth Material Method
Fran 0.0 To 4.0 Ft RONandbentonae SLURRY
From__ To Ft.
Frml_ Ter_ Ft.
8. SCREEN: Depth Diameter Shot Size Material
From 10.0 To 30 0 Ft. 2.0 in. .010 In PVC
Fr. To Ft_ In
in.
From To Ft in. _
9. SANDIGRAVEL PACK:
Depth Sae Materiel
From 8.0 To 30.0 FL 2040 FINE SILICA SAND
Fran_To_ Ft._
From —To— Ft.
is. DRILLING LOG
From To Formation Description
0.0 15.8 _ BROWN SILTY CLAY
15.0 JOU GRAY SILTY CLAY
11. REMARKS:
BENTONRE SEAL FROM 4.0 TO 8.0 FEET
Ipp EBY CERn1Vi TTHI Aa CONeiRIICTEpIN ACCORpANCE WITH
ISq ESC,WEL NSTANOSAr ANOTNTA CCCOROTlla
RE SEEN EWEU- OWNER.
lviofiu8
SI ATUREOF CERTIFIED WELL CONTRACTOR DATE
JASON MANTAK
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Farm GW-Ib
1617 Mail Service Center —Raleigh, NC 2761 Phone No. [phone] ex1568. Rev. 7105

SS.
�.•r•vi�r* Inc-
°' Undefined
E Completion
Undefined
cc
BORING LOG 1 WELL CONSTRUCTION REPORT
Drill Rig: Ingersoll Rand Date Drilled: 12/08/2009 Logged By:
Boring Dia: 8 Inches Boring Number: PZ-04 Bryan 5ladky
Depth
Litho lagy Description
Feet
Topsoil and brown SILT
a Light brown silty fine -me
5
10
As -above, wet
t5
20
25
30
35
Completion (Votes: Site:
-well finished with a locked, above -ground steel security casing. Asheville Airport
Asheville, NC
Project No.:
moisC
Page 1

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2580
1. WELL CONTRACTOR:
JA5ON MANTAK
Well Contractor (trldividual) Name
GEOLOGIC EXPLORATION, INC-
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
{ 704 )- 872-7666
Area code- Phone number
2. WELL INFORMATION;
SITE WELL ID #(it applicable) PZ-4
STATE WELL PERMIT#(if applicstAe)
DW❑ or OTHER PERMIT #(If applicable)
WELL USE (Check Applicable Bout) Monitoring ® Municipal/PL;blic E.
IndustdaUCommercial [] Agricultural ❑ Recoveiyp Injection C
irrigation❑ Other ❑ pist use)
DATE DRILLED 12/08/09
TIME COMPLETED AM ❑ PM [3
3. WELL LOCATION:
CITY ASHEVILLE COUNTY BUNCOMBE
WRIGHT BROTHERS WAY 28732
(Street Narne, Numbers, Community, Subdivision, Lot No- Parcel, Z-p Code)
TOPOGRAPHIC ILAND SETTING:
❑ Slope ❑ Valley D Flat © Ridge [] Other
(check appropriate box)
LATITUDE May be in degrres.
minutes, seconds or
LONGITUDE in a decimal formal
L.atitudellohgimde source: ❑GPS pTopographic map
(,fixation of weamust be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY. is Ine name of the Wsiness where the well is Io led.
FACILITY 1D #(if applicable)
NAME OF FACILITY ASHEVILLE AIRPORT
STREET ADDRESS
WRIGHT BROTHERS WAY
ASHEVILLE
NC
28732
City or Town
State
Zip Code
CONTACT PERSON
ASHEVILLE REGIONAL AIRPORT
MAILING ADDRESS
61 TERMINAL DRIVE
FLETCHER
INC
26732
City or Town
State
Zip Code
Area code - Phone number
5. WELL DETAILS:
a_ TOTAL DEPTH: 25.0 FEET
h. ❑OES WELL REPLACE EXISTING WELL? YES No 7'
c. WATER LEVEL BNow Top of Casing: 5.0 FT.
(Use "-` if Above Tap of Casing)
d. TOP OF CASING IS
2-0 FT, Above Land Surface"
'Top of casing terminated Wor below land surface may require
a variance in accordance with 15A NCAC 2C .0118,
e. YIELD (gpm) NIA
METHOD OF TEST NIA
f. DISINFECTION: Type N/A Amount NIA
g. WATER ZONES (depth):
From To
From To
From To
From To
From To
From To
5. CASING:
Thickness/
Depth
Diarn er W i h Material
SL�tfi a�
From 0-0 _ "0 10A
Ft 2 INCIi PVC
From To
�'a
Ft.
From
Ft.
7. GROUT: Depth
Material Method
From 0.0 To 4.0
FL PortlaM bentonite SLURRY
From _ To
R.
From To
Ft.
8. SCREEN: Depth
Diameter Slot Size Material
From 10.0 To 25.0
—
Ft. 2-0 in. .010 in. PVC
From 70
Ft- in. in.
From-- 1o
Ft. in. in-
9. SANDIGRAVEL PACK:
Depth
Size Material
From 8.0 ro 25.0
Ft, 20-40 FINE SILICA SAND
From_ro
Ft.
From _ro
Ft.
10, DRILLING LOG
From To
Formation Descdptioh
0-0 250
BROWN SILTY CLAY
II.REMARKS,
BENTONITE SEAL FROM 4.0
TO 8.0 FEET
100 HEREBY CERTIFY -RAT THIS WC✓rL VV#S CON S7R UCTE D W ACCORDANCE WITH
ISANCAM.WFLLCONST CT N OARDS, AND THAT COPY OF THIS
RE CO AS BEEN D E WELL OWNER.
12/10/09
SIGITURE OF CERTIFIED WELL CONTRACTOR DATE
Sr,N 11ANTAK
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Duality within 30 days. Attn: information Mgt., Form GWIb
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev.7/05

BORING RECORD
DEOTRACK TECHNOLOGIES, INC.
Asheville Airport Area 4
BORING No. iVIW-5❑
Asheville, NC
GeoTrack Project No. 10-2626A-N
Boring Location: N 629386.57; E 944842.06
Date Drilled;
4/2/12
Ground Elevation: 2066.9 ft
Notes:
Top of Casing Elev = 2069.53
Drilling Method: HSA
Hammer Type: Gravity
Water Level:
9.3 ft ATD Boring
Diameter: 8 in
C
�,
�, STD. PENETRATION TEST DATA
10 E CIEMATERIAL
1JESCRiP7lQN
Q o ;z
`z' _ _ (blows/ft)
a.o
o� Nam"
0 o ip m 7
N
Loose Yellowish Brawn Silty Fine to
�, 5 10 20 40 70
Medium Sand _ Residual
2061.9
8.5
2056 9
-
SS-1 4 5 5 1Q
2051.9 15.0
Firm Gray and Yellowish Brown Very
-
Micaceous Silty Fine Sand
18.5
2046.9
SS-2 4 6 6 12
2041.9 25.0
Firm Gray and Brown Micaceous Fine
Sandy Silt
28.5
2036.9
SS-3 6 7 10 17
33.5
2031.9 35.0
SS-7 26 20 23 43
Very Dense White and Light Gray
a
Micaceous Silty Fine Sand
38,5
2026 40.0
SS-4 17 28 35 63
Partially Weathered Rack - Sampled as
o
Gray and Brown Micaceous Silty Fine Sand
(Very Dense Saprolite)
(V
"2 2021,9
0
N
48.6
N
0
a
ss-5 35 50/.5 100+ a"
0
LEGEND Continued Next Page
a
SS Split Spoon
SAMPLER TYPE
NQ - Rock Core, 1-7/8"
DRILLING METHOD
HSA - Hollow Stem Auger RW -Rotary Wash
o ST Shelby Tube CU - Cuttings
COOAWGRock Core, 1-1/8" CT - Continuous Tube
CFA - Continuous Flight Augers RC - Rock Core
DC - Driving Casing

BORING
RECORD
EOTRACK
TECHNOLOGIES,
INC.
Asheville Airport Area 4
BORING
No. ivies-5D
Asheville, NC
GeoTrack Project No. 10-2626A-N
Boring
Location:
N 629386,57;
E 944842,06
Date Drilled:
4/2/12 Ground Elevation:
2065,9
ft
Notes:
FTop
of Casing
=
Elev 2069.53
Drilling
Method. HSA Hammer Type:
Gravity
Water
Level: 9,3 ft ATD Boring
Diameter:
8 in
v
o y
STD. PENETRATION TEST DATA
o MATERIAL DESCRIPTION
o a F
_ C
m
tblows/ft]
�❑
�o
z
sfl m >
�' z
o
CV M
5 10 20 40 70
2011.9
a °
a °
A
A
58.5
SS-6
38 50/A
100t
2006.9
e a
.e y
2001.9
d °
a °
.A n
1995.9
d
d
° d
71.5
Auger Refusal at 71,5 feet
1991.9-
1986.9
'
1981.9
N
O
C7
❑P�. 1976.9
_
L7
C7
tY
m 1971.9
g
0
o
LEGEND
a
z SS Split
SAMPLER TYPE
Spoon NQ - Rock Core, 1-7/8"
HSA
- Hollow
DRILLING
Stem Auger
METHOD
RW -Rotary Wash
a ST Shelby
Tube CU - Cuttings
CFA
- Continuous
Flight Augers
RC - Rock Core
0�1 AWG- Rock
Core, 1-1/8" CT - Continuous Tube
DC
- Driving
Casino

} � NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2288
1. WELL CONTRACTOR:
Mr. Robert Frye
Well Contractor (Individual) Name
c/o GeoTrack TechnQlaaies
Well Contractor Company Name
3620 Pelham Road PMB 292
Street Address
Greenville SC 29615
City or Town State Zip Code
(864 ) 329-0013
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# WM0100291
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-JD
3. WELL USE (Check One Box) Monitoring V Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 4/2/12
4. WELL LOCATION:
Asheville Reaional Airport Area 4
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Asheville COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope []Valley ❑ Flat -ZRidge []Other
LATITUDE 35 25 39.0000 " DMS OR DID
LONGITUDE 82 32 350000 " DMS OR DID
Latitude/longitude source: ❑GPS JZTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Asheville Reaional Airnort
Facility Name Facility ID# (if applicable)
61 Terminal Drive
Street Address
Fletcher Nt^ 98739
City or Town State Zip Code
Mr- M. Reisman
Contact Name
Mailing Address
City or Town State Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:-71.5
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 5/
d. TOP OF CASING IS 2.61 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 (depth):
Top Bottom_
Top
Bottom_
Top Bottom
Top
Bottom
Top Bottom
Top
Bottom
Thickness/
7. CASING: Depth
Diameter
Weight Material
Top 0 Bottom 61.5
Ft.
2"
540 PVC
Top Bottom
Ft.
Top Bottom
Ft.
8. GROUT: Depth
Material Method
Top 0 Bottom 58
Ft.
Cement/Bent. Tremle
Top Bottom
Ft.
Top Bottom
Ft.
9. SCREEN: Depth
Diameter
Slot Size Material
Top 61.5 Bottom 71.5
Ft.
2" in.
0.010 in. PVC
Top Bottom
Ft.
in.
in.
Top Bottom
Ft.
in.
In
10. SAND/GRAVEL PACK:
Depth
Size
Material
Top 58 Bottom 71.5
Ft
20-40
Fine Silica Sand
Top Bottom
Ft.
Top Bottom
R.
11. DRILLING LOG
Top Bottom Formation Description
0 / 15
15 25
25 35
35 40
40 / 71.5
Y. Brown Silty Fine Sand
Gray and Y. Brn Silty F Sand
Gray and Brn. F Sandy Silt
White and Gray Silty Fine Sand
Gray and Brn. Silty F-Cs Sand
(See Boring Record)
12. REMARKS:
Measured GP5 - i i ii on boring
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
C. WATER LEVEL Below Top of Casing: 1 1.89 FT. Robert Frve
(Use "+" if Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information -Processing, Form GW-1 b
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone] Rev. 2/09

BORING LOG
Drill Rig: Geoprobe
Date Drilled: July 2, 2010
Lagged By:
Boring Dia: 8 Inches
Boring Number: MW-6
Tim Silar
EBlow
Completion
Depth
Lithalogy
Description
m
Counts
Feet
to
Bm-rd brn sit w/tr Gay, tr mica
I
III
5
amw/ am grysh bm sit, tr yr gr ad
_
i
I
I
�
10
Bm and let sit w/ tr mica, tr Gay, wet @15'
it
15
I I
am f-vf gr ad, saturated @ 18'
20
AA
_
25
AA
Completion Notes:
Site:
Asheville Airport Area 4
1
Project No.:
Page 1

NONRESIDENTIAL WELL CONSTROCTION RECORD
North Carolina Department of Envoormelo and Natural Resources- Division of Haler Quality
WELL CONTRACTOR CERTIFICATION #=098
1. WELL CONTRACTOR:
JOHNNY BURR _
Well Contractor (IndiVduap Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREETADDRESS 176COMMERCEBLVD —
STATESVILLE NC 28625
City or Town Stale Zip Code
7f N } 072-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID#(if applicable) MW-6
STATE WELL PERMIT#pf applicable) __
DWO or OTHER PERMIT #(if applicable)
WELL USE (Check ApplicaN.e Box) Momming 9) MunicipaWtiblic
Industrial/Oommercialo Agncultura10 Recoeny0injection❑
Irrigation0 ONer C gist use)
DATE DRILLED 07101110-07M0 10
TIME COMPLETED AM ❑ TWO
3. WELL LOCATION:
CITYASHEVILLE COUNTYBUNCOMBE
WRIGHT BROTHERS WAY 28732
(fine Name, Numbers, Community, Subdivision, Lot No., PameL Zip C )de;
TOPOGRAPHIC / LAND SETTING:
❑Slope OVolley OFlat ❑Ridge C Other _
(Deck appropriate box)
LATITUDE May be m degree:
- — umi mconds L
LONGITUDEna decimal fvm:R
Latituddjongitudesource: ❑GPS ❑Topographic map
(bcation of we#must be shown W a USGS topo map and
et xhed to this fomr #N 0t ushg GPS)
4. FACILITY-i. we name mue busmse.nre me weu is mmned
FACILITY to#(if applicable)
NAME OF FACILITY ASHEVILLE AIRPORT
STREET ADDRESS WRIGHT BROTHERS WAY
ASHEVILLE NG 28732
City or Tom State Zip Code
CONTACT PERSON ASHEVILLE REGIONAL AIRPORT
MAILING ADDRESS fit TERMINAL DRIVE
FLETCHER NC 28732
City or Tom state Zip Case
U-
Area code- Phone numbb
S. WELL DETAILS:
a. TOTAL DEPTH: 301 FEET
b. DOES WELL REPLACE EXISTING WELL? YES NO el
a WATER LEVEL Belav Top of Casing : 15.0 T.
(Use -+" if Above Top of Casing)
d. TOP OF CASING IS 3.0 FT. Above Land Surface-
-Top of casing haminatal aVa belmv lend surface may require
a variance in a=oft mcs with 15A NCAC 2C .0118.
e. YIELD(gpm): N/A METHOD OF TEST 01A
I. DISINFECTION: Type N/A Amount NIA
g. WATER ZONES (depth):
From
_ To
From_To_
From
To
From_
To_
From
To_
Fran
To_
T�/htlipknlless/
OTo h15_0
dmye�1
2INCCHef
SC�iU PVC al
Fran. 0.0
FL
Fran
To-
FL
F,crrl
To
FL_
_
6. CASING:
Submit
7. GROUT;
Deptn
mitenal Method
Fran no To
10.0
Ft. Pod6nd bemmAile SLURRY
From
m
Ft
From_
Tp_
Ft
a SCREEN:
Depth
Diameter Slot Size Material
From 150
To 30.0
Ft. 2.0 in. .010 in. PVC
Fran_
To
Ft._in.
From_To_Ft
in. in.
9. SANDIGRAVEL PACK:
DepOI
Site Material
From 13.0
_0 30_0
Ft. 2040 FINE SILICA SAND
From
0
R._
From —
o_
Ft_
ill DRILLING LOG
From To
Formation Description
3.0 3.0
_
ORANGE ROCKY SANDY CLAY
3.0 10S
_
TANIORANGE SILTY CIAY
100 300
TANIBROWN SANDY CLAY
11. REMARKS:
BENTONITE SEAL FROM 10.0 TO 13 0 FT
I M HEREBY OEWIFY' HAT THIS WELL WAS CIMSTRUCTEO IN AGCLRMNCE WIM
15A NCAC SWELL CI;TRUIZpl IT RES, AND THAT A COPY OE THIS
REC pLfOED iOTHE CL OWNER,
07/07110
`SIDNATUR CERTIFIED CDT A OR DATE
SGFNNY BURR
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
the original to the Division of Water Quality within 30 days. Ann: Information Mgt, Farm Gw-1b
1617 Mall Service Center —Raleigh, NC 27699.1617 Phone No. [phone] act 568. R. 7ro5

BORING LOG
Drill Rig: Geoprobe
Date Drilled: July 2, 2010
Logged By:
Boring Dia: 8Inchas
Boring Number: MW-7
Tim Silar
n
E
Blow
Completion
Depth
Lithology
Description
m
Counts
Feet
m
em-rd brn It w/tr clay, tr mica
I
_
s
Bmw/sm grysn brn sit, bv(gr ad
I
f0
Brn and an sit w/ tr mica, h clay, saturated @ 15'
I
15
1
Bm f-vf gr ad
20
AA
AA
25
Completion Notes:
Site:
Asheville Airport Area 4
Project No.:
Page 1

NONRESIDENTIAL WELL CONSTRUCTION RECORD
Non* Camber. D,erLm,,nt of Enviromnrm and Na:nml Resources -Division of Water Quality
WELL CONTRACTOR CERTIFIC.AT'ION# 3098
1. WELL CONTRACTOR:
JOHNNY BURR
Wal Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Wall Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 25625
City or T. Slate Zip Code
70( a ). 872-7686
Area code- Phone number
2. WELL INFORMATION: q
SITE WELL ID#(nappf.ufa) Mw-f
STATE WELL PERMIT#ht appllrablel
DWQ Or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ED Municipal/PubLc[
IndustrullCanmemial❑ Agricultural Recovery D Injection
Ingationp Other D(list use)
DATEDRILLED 07101110-07/02110
TIME COMPLETED AM❑ PM❑
3. WELL LOCATION:
CITY ASHEVILLE COUNTYBUNCOMBE
WRIGHT BROTHERS WAY 28732
(Street Name, Numbers, Communlry, Subd—lon, Lot No.. Pace Zip Codel
TOPOGRAPHIC / LAND SETTING:
❑Slope DValley DEW ❑Ridge D Other
([M1ecii eppropiale box)
LATITUDE Mny be m degrees
tires, seconds e:
LONGITUDEera demmal forma
Latitude/longitude source: ❑GPS ❑Topographic map
(station of we>must De shown one USGS lope map and
attached to this form #not using GPS)
A. FACILITY-1e Me e.ma of me bonne.. where tie wet is mealed.
FACILITY ID #(if applicable)
NAMEOFFACILITY ASHEVILLE AIRPORT
STREET ADDRESS WRIGHT BROTHERS WAY
ASHEVILLE NC 28732
City Or Tour State Zip Code
CONTACTPERSON ASHEVILLE REGIONAL AIRPORT
MAIUNGADDRESS 61 TERMINAL DRIVE
FLETCHER NO 28732
City Or TOAn State Z1p Code
f -
Area code. Phmenumber
S. WELL DETAILS:
a. TOTAL DEPTH: 30,0 FEET
b. DOES WELL REPLACE EMSTING WELL? YES NO
c. WATER LEVEL Beimv TOP of Casing: 150 FT,
(Use "+" if Above TOP of Casing)
d. TOP OF CASING IS 3.0 FT. Above Land Surface'
-Top of casing terminated suor bel. land surface may require
a variance in ac comance Win 1SA NCAC 2C.0118.
e. YIELD(gpm):.NIA METHOD OF TEST N/A
I. DISINFECTION: Type N/A Amount NIA
g. WATER ZONES(depth):
From_To From- TO
From T. Frenni TO
Rom_To From _To_
S. CASING:
Thickness/
Oo*
er
� Material
From 0.D
_
T15.0
FL 21NCH
aPVC
From__
Tn_
FL
Fran_
Ter_
FL
7. GROUT:
Depth
Maternal
Methal
From 0.0
To 100
F1 Pemaodbeelomne SLURRY
From
Tit—
Ft.
Fran
To
Ft.
8. SCREEN:
Depth
Diameter
SIN Size Material
Fran 15.0
Le 300
Ft. 20 in
010 in, PVC
Frorn
Tu
FF_in.
_
Fmm_To
Ft _in
9. SAND/GRAVEL PACK:
Depth
Size
Material
Fran_13,0
To 30_0
FL 20-00
FINE SILICA SAND
10. DRILLING LOG
From To Formation Description
0.0 3.0 _ ORANGE ROCKY SANDY OIAY
30 FOR _ TAN/ORANGE SILTY CLAY
T00 300 TAN/BROWN SANDY CLAY
II. REMARKS:
BENTONITE SEAL FROM 10.0 TO 13.0 FT
100 HEREBY W FTIFYTiAT THIS WELL WAE C0NFTRV1EDIN ACCORDNNCE Wml
e EA N 3C ELLCOJ6TRUCIWNSTA RD$AND THAT A COPY OF THIS
REO A EEN PRr EO iOTHE OWNER,
07ro7n0
9IGNATUREkOFCERTIFIED C RAU FOR DATE
SOHNNY BURR
PRINTED NAME 01= PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Atm: Information Mgt., Form GW-lb
1617 Mail Service Center —Raleigh, NO 27699-1617 Phone No.[phone] ext568. Rev. 7105

BORING RECORD
sOEOTRACK TECHNOLOGIES, INC.
Asheville Airport Area 4 BORING No. MW-9
Asheville, NC
GeoTrack Project No. 10-2626A-N
Boring Location: N 627830,48: E 945932.19
Date Drilled:
3/29/12 Ground Elevation: 2057.1 ft Notes:
Top of Casing Elev = 2059.14
Drilling Method: HSA Hammer Type: Gravity
Water Level:
14.2 ft ATD Boring Diameter: 8 in
a s
a� Q STD. PENETRATION TEST DATA
m
MATERIAL DESCRIPTION c o E E C s m {blowslft]
a
w Q.0
-J m m d io io
C7 cn z -2 z
N Cr7 5 10 20 40 70
Firm Yellowish Brown and Gray Micaceous
Silty Fine Sand - Residual
2052.1
8.5
2047.1 -
SS-1 8 9 11 20
2042.1 15.0
Firm to Dense Gray and Brown Micaceous
Silty Fine Sand
18.5
2037,1
SS-2 9 20 22 42
2032.1
28.5
2027.1
SS-3 15 18 22 40
N 2022.1
i�
Y
38.5.
= 7.1
SS-4 8 8 11 19
LU
c�
(V
m 2012.1
0
i
c¢o
cNo
N
LEGEND Continued Next Page
SS Split Spoon
SAMPLER TYPE DRILLING METHOD
NQ - Rock Core, 1-7/8" HSA - Hollow Stem Auger RW -Rotary Wash
ST Shelby Tube CU - Cuttings CFA - Continuous Flight Augers RC - Rock Core
AWG- Rock Core, 1-1/8" CT - Continuous Tube DC - ❑rivina C:asinn

BORING RECORD
DEOTRACK TECHNOLOGIES,
INC.
Asheville Airport Area 4
BORING
No. MW-9
Asheville, NC
GeoTrack Project No. 10-2526A-N
Boring Location:
N 627830.48;
E 945932.19
Date Drilled:
3/29/12 Ground Elevation: 2057.1 ft
Notes.
Tap of Casing
Elev = 2059.14
Drilling Method. HSA Hammer Type: Gravity
Water Level:
14.2 ft ATD =BorringDiameter: 8 in
L
STD. PENETRATION TEST DATA
w o
MATERIAL DESCRIPTION C o CCL
(blows/ft)
w
m rj to o
r�ryry v (o V)
>
z
Z
N C
ci M
5 10 20 40 70
2002.1 55.0
Partially Weathered Rock - Sampled as
Gray and White Micaceous Silty Fine Sand
(Very Dense Saprolite)
58.5
18 35 501.4100+
1997.1
a n SS-5
a °
1992.1
n
4
a ' °
d °
1987.1
a °
❑ °
d a
1982.1
A A
❑ • �
°
a
a 78.5
01.4 100+
1977.1
a . e SS-5
; >>
A P
e
n 1972.1
n
A
A
a
'ff
F
❑
C�
❑ C
1967.1
a a
4
C7
a • n
'a
C?
[V
A
A
1962.1
a
0 96.0
Auger Refusal at 96 feet
Q
LEGEND
o
zW SAMPLER TYPE
SS Split Spoon NQ - Rock Core, 1-7/8" HSA - Hollow
DRILLING
Stem Auger
METHOD
RW - Rotary Wash
x ST Shelby Tube
CU -Cuttings CFA - Continuous
Flight Augers
RC - Rock Core
AWG- Rock Core. 1-1/8" CT - Continuous Tube DC - Driving
Casino

1 ►" ONRESIDENTIAL WELL CONSTRUCTION RECORD
c North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2288
1. WELL CONTRACTOR:
Mr. Robert Frve
Well Contractor (Individual) Name
c/o GeoTrack Technologies
Well Contractor Company Name
3620 Pelham Road PMB 292
Street Address
_ Greenville SC 29615
City or Town State Zip Code
8( 64 ) 329-0013
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#_WM0100291
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-9
3. WELL USE (Check One Box) Monitoring V Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 3/29/12
4. WELL LOCATION:
Asheville Reaional Airport Area 4
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Asheville _ _ COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley ❑Flat]Ridge ❑Other
LATITUDE 35 o 25 25.0000 " DMS OR DD
LONGITUDE 82 ° 32 20.0000 " DMS OR DD
Latitude/longitude source: ❑GPS VTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located )
Asheville Reaional Airnarf
Facility Name Facility ID# (if applicable)
61 Terminal Drive
Street Address
Fletcher Nt^ 28732
City or Town State Zip Code
JMr. M_ Reisman
Contact Name
Mailing Address
City or Town State Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:-95
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO IV
d. TOP OF CASING IS 2.00 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 (depth):
Top Bottom
Top Bottom
Top Bottom
Top Bottom_
Top Bottom
Top Bottom
Thickness/
7. CASING: Depth
Diameter Weight Material
Top 0 Bottom 85
Ft. 2" S 40 PVC
Top Bottom
Ft.
Top Bottom
Ft.
8. GROUT: Depth
Material Method
Top 0 Bottom 82
Ft. Cement/Bent. Tremle
Top Bottom
Ft. _
Top Bottom
Ft.
9. SCREEN: Depth
Diameter Slot Size Material
Top 85 Bottom 95
Ft. 2" in. 0.010 in. PVC
Top Bottom
Ft- in. in.
Top Bottom
Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Size Material
Top 82 Bottom 95
Ft. 20-40 Fine Silica Sand
Top Bottom
Ft
Top Bottom
Ft
11. DRILLING LOG
Top Bottom
0 /15
15 55
�55 / 96
1
Formation Description
Y. Brn. and Gray Silty Fine Sand
Gray and Brn. Silty Fine Sand
Gray and White Silty Fine Sand
(See Boring Record)
- - r `■ r� - i i i --- r i i � i i
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 16. 5 FT. Robert Frye
(Use "+" if Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Form GW-1b
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone] Rev. 2/09

a o. �5Ti4TE sy
�TITM NONR
ESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
•<w" .`"'.,. '` WELL CONTRACTOR CERTIFICATION # 2289 A
1. WELL CONTRACTOR:
Mr. Tim Brown
Well Contractor (individual) Name
c/o GeoTrack Technologies
Well Contractor Company Name
3620 Pelham Road. PMB 292
Street Address
Greenville SC 29615
City or Town State Zip Code
(864 ) 329-0013
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# WM0100291
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-9
3. WELL USE (Check One Box) Monitoring N( Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 9/25/14 (Modlflen
4. WELL LOCATION:
Asheville Regional Airport Area 4
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Cade)
CITY: Asheville COUNTY BIncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley ❑Flat ZRidge ❑Other
LATITUDE 35 ° 25 24.0000 " DMS OR DD
LONGITUDE 82 32 20,0000 " DMS OR DID
Latitude/longitude source: ❑GPS 6KTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Ashevillp Regional Airnort
Facility Name Facility ID# (if applicable)
61 Tprmonal Drive
Street Address
Rptchpr NC 9R7.'19
City or Town State Zip Code
Mr- M- Rpm. -,man _
Contact Name
Mailing Address
City or Town State Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 103
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO qI
d. TOP OF CASING IS 4.02 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 (depth):
Top_
Bottom
Top
Bottom
Top_
Bottom
Top
Bottom_-
; Top_
Bottom
Top_
Bottom_
Thickness/
7. CASING:
Depth
Diameter
Weight Material
Top 0 _
Bottom 93
Ft.
2"
S 40 PVC
Top 0
Bottom 15
Ft,
8"
S40 PVC
Top__
Bottom
Ft.`
8. GROUT:
Depth
Material
Method
Top 0
Bottom 90
Ft.
Cement/Bent. Tremle
Top
Bottom
Ft.
Top _
Bottom_
Ft.
_
9. SCREEN:
Depth
Diameter
Slot Size Material
Top 93 _
Bottom 103
Ft.
2" in.
0.010 in. PVC
Top__
Bottom_
Ft.
in,
in.
Top__
Bottom
Ft.
in,
in.
10. SAND/GRAVEL PACK:
Depth
Size
Material
Top 90 _Bottom
103
Ft.
20-40
Fine Silica Sand
Top_
Bottom_
Ft,
Top_
Bottom_
Ft,.
= 11, DRILLING LOG
Top Bottom
0 /8
8 23
23 _/ 63
3 103
/
/
_i
12. REMARKS:
Raist` ii
Formation Description
Soil Fill
Y. Brn. and Gray Silty Fine Sand
Gray and Brn. Silty Fine Sand
Gray and White Silty Fine Sand
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
• RECORD HAS BEEN PROVIDED TO THE WELL OWNER,
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 26.01 FT.
(Use "+" if Above Top of Casing) -Tim Brown
: PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality -� Information Processing, Form Rev, 2/09 b
09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

Well Abandonment Records

WELL ABANDONMENT RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
JOHNNY BURR
Well Contractor Name (or well owner personally abandoning well on his/her property)
A - 3098
NC Well Contractor Cemficauon Number
GEOLOGIC EXPLORATION
Company Name
2. Well Construction Permit H:
Lisi all applicable welt ronsrrirciiwr permits o e ( •aunty Stare Variance etc) if irisou-n
3. Well use (check well use):
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Ind ustriallCommercial
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aqui fer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Healing/Cooling
a. Date well(s) abandoned:
58. Well location:
ASHEVILLE AIRPORT
OMunicipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Remediation
❑Sahnuy Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 7g)
07/21/22
Faci ity-Owner vane Facility IDi1(il'applicable)
275 WRIGHT BROTHERS WAY ASHEVILLE 28732
Phys cal Addr_-,s, City and Zip
BUNCOMBE
County
Parcel Ideniificaiion No (PIN)
5b. Latitude and longitude in degreesimiouteslseconds or decimal degrees:
(if well field. one latllong is sufficient)
350 25' 31.70" N 820 32' 26.65"
For Internal Use ONLY
WELL ABANDONMENT DETAILS
79. Number of wells being abandoned: 1
1-or mndirple Dlectiarr or non -water supply nvils ONLY with ri r �a;rr
crursrruciion obandnnnieni. ynu ran si+bnon ane fornt.
7b. Approximate volume of waler remaining in well(s): 2.0 (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
❑ Bentonue Chips or Pcllet�,
❑ Sand Cement Grout
❑ Dry Clay
❑ Concrete Grout
Cl Drill Cuttings
❑ Specialty Grout
❑ Gravel
IZI Bentonite Slurry
❑ Other (explain under 7g)
7E For each material selected above, provide amount of materials used:
2.5 GALLONS
7g. Provide a brief description of the abandonment procedure:
ABANDONED VIA TREMIE PIPE WITH BENTONITE SLURRY
S. Certification:
08/30/22
Signature of Certified Well Contractor or Well Owner Date
By signing this form. 1 hereby certify that the we11(s) was (were} abandoned in
accordance with 15A NCAC 01C .0100 or 1C .0100 Well Construclion Statulards
and that a copy of this record has been prorided to the ivell owner
9. Site dingram or additional well details:
You may use the back of this page to provide additional well site details or well
W abandonment detai;s You may also attach additional pages if necessary
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Aitach irell construction record(s) if available. !•i+r multiple injerviam or non -haler supply
irelk UNL f u-uh the sanre consiruction obandonmenr, you can submal one form.
6a. Well ID#: MW-2A
6b. Total well depth: 15.0 (ft.)
6c. Borehole diameter: 2.0 (in.)
6d. Water level below ground surface: 3.5
SUBMITTAL INSTRI'CTIONS
10a. FAr AII_ Wells: Submit this form within 30 days of completion of well
abandonme-:t to the following.
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Infection Wells: In addition to sending the form to the address in Ilia
above. also subm-t one copy of this form within 30 days of completion of +veil
abandonment to the following
Division of Water Quality, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
fie. Outer casing length (if known): (fl } 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
6f. Inner casingllubing length (if known):(tt.) where abandoned.
6g. Screen length (if known): (ft.)
Fonn G W-30 North Carolina Department of Environmeni and Natural Res; urces - Division of Water Quality Revised March 201'+

WELL ABANDONMENT RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
JAMES MORRISON
Well Contractor Name (or well owner personally abandoning well on his/her property)
C - 4421
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. 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)
❑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:
ASHEVILLE AIRPORT
El Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑ Subsidence Control
❑Tracer
El Other (explain under 7g)
08/26/22
Facility/Owner Name Facility ID# (if applicable)
135 WRIGHT BROTHERS WAY ASHEVILLE 28732
Physical Address, City, and Zip
BUNCOMBE
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
350 25' 59.76" N 820 32' 36.86" W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction records) if available. For multiple injection or non -water supply
wells ONLY with the same construction abandonment, you can submit one form.
6a.Well 1D#: MW-1AR-A4
6b. Total well depth: 50.0 (ft.)
6c. Borehole diameter: 2.0 (in.)
6d. Water level below ground surface: 22.0 (ft.)
6e. Outer casing length (if known): (ft.)
6f. Inner casing/tubing length (if known): (ft.)
For Internal Use ONLY:
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned: 1
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): 4.5 (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
El Bentonite Slurry
❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
8.0 GALLONS
7g. Provide a brief description of the abandonment procedure:
ABANDONED VIA TREMIE PIPE WITH BENTONITE SLURRY
8. Certification:
08/31/22
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 Quality, 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 Quality, 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 Quality Revised March 2013

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Appendix VI — Duke Energy Sampling Procedures

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Attachment 1: Duke Energy Groundwater and
Sampling Collection Procedure

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
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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.
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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.
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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.
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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.
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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.
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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
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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.
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■ 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).
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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
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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
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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
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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).
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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.
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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
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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
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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
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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
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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.
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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:
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Appendix B
Signature Date Time In Time Out
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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
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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:
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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
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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
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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
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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
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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

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Attachment 2: Duke Energy Landfill Sample
Collection Guidelines

Sample Collection Guideline
DUKE
E N E RGY.
Revision 3
July 26, 2023

Duke Energy
Sample Collection Guideline
Revision History
Revision 3, July 26, 2023
Revision
0
Company
Duke Energy
Date of Revision
10/27/2020
DescriptionRevision
Initial release
1
Duke Energy
12/14/2020
Replaced Section 5.0 reference NCDENR
2008 Solid Waste Section, Guidelines for
Groundwater, Soil, and Surface Water
Sampling with NCDEQ 2020 Environmental
Monitoring — Field Measurements and
Sampling Procedures
2
Duke Energy
4/23/2021
Removed "Landfill" and changed
"Environmental Controls Monitoring Plan
(ECMP)" to `Monitoring Plan" to allow for use
for all Solid Waste fills.
3
Duke Energy
7/26/2023
Revised Section 3.0 to remove parameters not
applicable to NC CCR landfills (e.g., Oil and
Grease).
Page i of ii

Duke Energy
Sample Collection Guideline
Table of Contents
Revision 3, July 26, 2023
1.0
General Information........................................................................................1
1.1
Introduction......................................................................................................................1
1.2
Sampling General Requirements.....................................................................................1
2.0
Labeling, Documentation, and Records.......................................................2
2.1
Sample Container Labeling..............................................................................................2
2.1.1
Prior to field mobilization..................................................................................................
2
2.1.2
At sample collection location...........................................................................................
2
2.2
Field Documentation........................................................................................................2
2.3
Chain -of -Custody Record................................................................................................3
3.0
Sample Collection...........................................................................................3
3.1
Grab Sample Method.......................................................................................................3
3.2
Unpreserved Container or Intermediate Vessel...............................................................4
3.3
Peristaltic Pump and Tubing............................................................................................4
4.0
Custody and Laboratory Receipt...................................................................4
4.1
Custody of Sample..........................................................................................................4
4.2
Laboratory Receipt..........................................................................................................5
5.0
References......................................................................................................5
List of Attachments
Example Chain of Custody Record and Analysis Request Form
Page ii of ii

Duke Energy
Sample Collection Guideline
1.0 General Information
1.1 Introduction
Revision 3, July 26, 2023
This Sample Collection Guideline (Guideline) describes the general processes which
Duke Energy or their designee should follow for collection of a sample at operational
and closed Duke Energy landfills located at fossil power plants (Plant/ Site).
The principal purpose of a sampling and analysis program is to provide data that
accurately reflect the quality of the media being investigated which begins with
assurance that the composition of field samples remains unaltered before laboratory
analysis. This Guideline provides information pertaining to preparation for, and field
collection of, a sample.
1.2 Sampling General Requirements
In addition to the information provided in this Guideline, all personnel collecting
samples from a Site will:
• be knowledgeable of general field collection procedures including operation of
equipment to be utilized, preservatives, and storage temperature requirements,
and familiar with this sampling procedure;
• wear personal protective equipment (PPE) required by the Site or based on field
conditions (may include a high visibility vest, hard hat, eye protection, gloves, and
protective footwear);
• be familiar with preservatives and/or storage temperatures required for the
parameters to be analyzed;
• confirm that receiving laboratory is aware of, and prepared to, accept the samples
prior to mobilizing for field collection;
• use new, clean, non -powdered latex or nitrile gloves at each sample collection
location;
• checked all equipment to ensure that it is in working order and if necessary,
calibrated;
• decontaminate reusable sampling equipment prior to collection of a sample;
• record detailed field notes in a logbook or dedicated field form to include sample
information (e.g. site name, time and date sample was collected, sample code,
personnel, weather etc.), and;
• document the chain of custody for each sample collected.
Samples will be:
• collected in certified pre -clean containers appropriate for the laboratory analyte
which are labeled in accordance with Section 2.0, and supplied or recommended
by the laboratory performing the analysis, filled to the brim to avoid the inclusion of
air in the sample, unless there is a 'fill -to' mark (typically in pre -preserved bottles);

Duke Energy
Sample Collection Guideline
Revision 3, July 26, 2023
• collected at locations identified in the Monitoring Plan unless an alternate
location is authorized by Waste and Groundwater Programs Subject Matter Expert
(SME) for the Site;
documented as "Insufficient Flow" and not sampled if a location is experiencing a
low flow condition that would preclude collection without entrainment of sediment,
and;
• stored in iced coolers, out of direct sunlight and delivered to the laboratory with
minimum delay; ideally on the same day and preferably within 24 hours of
sampling.
2.0 Labeling, Documentation, and Records
2.1 Sample Container Labeling
2.1.1 Prior to field mobilization
Field sample containers should be labeled and organized prior to mobilization for
field collection unless an emergent event precludes the ability to pre -label
containers.
2.1.2 At sample collection location
As samples are collected, field personnel record the date and time of collection
and initials of sampler on the container label and records that information on the
Monitoring Data Sheet and the Chain -of -Custody Record and Analysis Request
Form (example included as an attachment to this Guideline).
2.2 Field Documentation
Field documentation for each sample is recorded on the Field Monitoring Data
Sheets, Field Sampling Calibration Form, and Chain -of -Custody Record and Analysis
Request Form (COC Record). These sheets are arranged in sequential order and
filed by project and date.
Notations are made during field collection to document the following information:
• identification of location;
• date and time of collection;
• collection method;
• types of containers used;
• identification of Quality Control (QC) samples (if applicable);
• preservative(s) used;
• parameters for analysis;
• field analysis data and methods;

Duke Energy Revision 3, July 26, 2023
Sample Collection Guideline
• field observations during sampling event
• name(s) of sample collectors(s), and;
• climatic conditions including an estimate of air temperature.
2.3 Chain -of -Custody Record
The COC Record accompanies the sample(s), traces sample possession from time of
collection to delivery to the laboratory(s), and clearly identifies which sample
containers have been designated for each requested parameter. The COC Record
includes the following information:
• sample identification number;
• signature of collector;
• date and time of collection;
• sample type;
• identification of location;
• number of containers;
• parameters requested for analysis;
• preservative(s) used;
• signature of all persons involved in the chain of possession, and;
• inclusive dates of possession.
3.0 Sample Collection
3.1 Grab Sample Method
The Grab Sample Method is simple and effective for a homogeneous sample matrix.
The use of unpreserved sample containers for direct grab sampling is encouraged
since the same container can be submitted for laboratory analysis after appropriate
preservation. This procedure reduces sample handling and eliminates potential
contamination from other sources.
Sample containers with premeasured amounts of preservative shall not be used to
collect field samples using this method. A clean, unpreserved sample container will be
used to collect the sample and transfer the sample to the appropriate container with
premeasured preservation (see Section 3.2).
Sampling personnel will use the container provided or recommended by the
laboratory for collecting samples that will be analyzed for volatile organic compounds
(VOCs), as applicable.
General steps field collection using the Grab Sample Method are:
1. Slowly submerge the container opening, neck first, into the sample media.

Duke Energy
Sample Collection Guideline
Revision 3, July 26, 2023
2. Invert the bottle so the neck is upright and pointing towards the direction of flow (if
applicable). Allow media to flow slowly into the container until filled.
3. Return the filled container quickly to the surface.
4. Pour out a few mL of sample away from and downstream of the sampling location.
This procedure allows for the addition of preservatives and sample expansion. Do
not use this step for volatile organics or other analytes where headspace is not
allowed in the sample container, as applicable.
5. add preservatives (if applicable), securely cap container, label, and complete field
notes.
If sample containers are attached to a pole via a clamp, submerge the container and
follow steps 3 — 5 but omit steps 1 and 2.
3.2 Unpreserved Container or Intermediate Vessel
If the sample cannot be collected directly into the sample container (e.g.: Grab
Sample Method) to be submitted to the laboratory, or if the laboratory provides pre -
preserved sample containers, use an unpreserved, unused or decontaminated
sample container or a decontaminated intermediate vessel (e.g., beakers, buckets or
dippers) to collect the sample. Vessels must be constructed appropriately, including
any poles or extension arms used to access the sample location.
General processes for field collection using an intermediate vessel or container are:
• Rinse the intermediate vessel with ample amounts of media prior to collecting the
first sample.
• Use an intermediate vessel or unpreserved container collect the sample as
outlined in the Grab Sample Method, Section 3.1.
• Use a pole mounted intermediate vessel or unpreserved container of appropriate
construction to sample at unsafe distances collect the sample as outlined in the
Grab Sample Method, Section 3.1.
3.3 Peristaltic Pump and Tubing
This technique is not acceptable for VOCs. Extractable organics can be collected
through a peristaltic pump if flexible interior -wall Teflon, polyethylene or PP tubing is
used in the pump head.
The most portable pump for this technique is a 12-volt peristaltic pump. Use
appropriately precleaned, silicone tubing in the pump head and attach polyethylene,
Tygon, etc. tubing to the pump to fill the sample container.
4.0 Custody and Laboratory Receipt
4.1 Custody of Sample
For the purpose of this Guideline, a sample is considered in custody if it is:
• in actual possession of the responsible person;

Duke Energy Revision 3, July 26, 2023
Sample Collection Guideline
• in view, after being in physical possession, or;
• locked or sealed in a manner so that no one can tamper with it, after having been
in physical custody; or in a secured area, restricted to authorized personnel.
Samples are maintained in the custody of sampling personnel throughout the duration
of field collection. At the end of each day and prior to the transfer of the samples the
COC Record information is completed for each sample.
Upon transfer of sample custody from sampling personnel to a currier or receiving
laboratory, the COC Record is:
signed by sampling personnel, including date and time.
If a currier is used for transporting the sample, the COC Record is:
signed by the currier accepting the sample for transport, including date and time.
Upon arrival at the receiving laboratory the COC Record is:
signed and dated by the designee immediately following receipt by the
laboratory.
4.2 Laboratory Receipt
The laboratory maintains a sample -tracking record that follows the sample through
each stage of processing. Sample tracking records maintain the date of sample
extraction or preparation, and analysis. The sample tracking records are used to
verify compliance with holding time limits during data validation and reviewed in
laboratory audits.
5.0 References
Environmental Protection Agency 2003. Landfill Manuals - Landfill Monitoring, 2nd Edition.
Office of Environmental Enforcement.
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-
quidance/solid-waste-section/environmental-monitoring.

Duke Energy
Sample Collection Guideline
Attachments
Revision 3, July 26, 2023

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Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Attachment 3: Duke Energy Laboratory Analysis Plan

Laboratory Analysis Plan
DUKE
�C E N E RGY.
Revision 1
May 22, 2021

Revision History
Revision
1
Company
Duke Energy
Date of Revision
5/22/2023
DescriptionRevision
Initial release
Page 1 of 6

Table of Contents
1.0
General Information........................................................................................3
1.1
Introduction........................................................................................................................ 3
2.0
Custody and Laboratory Receipt...................................................................3
2.1
Laboratory Receipt............................................................................................................ 3
3.0
Analytical Procedures.................................................................................... 3
4.0
Quality Assurance and Quality Control Program........................................4
4.1
Field Blanks....................................................................................................................... 4
4.2
Trip Blanks......................................................................................................................... 4
4.3
Field Replicates................................................................................................................. 5
5.0
Validation.........................................................................................................5
5.1
Validation of Field Data Package...................................................................................... 5
5.2
Validation of Laboratory Data............................................................................................ 5
Page 2 of 6

1.0 General Information
1.1 Introduction
This Laboratory Analysis Plan (Plan) describes the general processes which Duke
Energy or their designee should follow for analysis of water quality samples.
This Plan provides information pertaining to analytical procedures, quality assurance
and quality control program, and validation.
2.0 Custody and Laboratory Receipt
2.1 Laboratory Receipt
The laboratory maintains a sample -tracking record that follows the sample through
each stage of processing. Sample tracking records maintain the date of sample
extraction or preparation, and analysis. The sample tracking records are used to
verify compliance with holding time limits during data validation and reviewed in
laboratory audits.
3.0 Analytical Procedures
The main analytical laboratory used in this program is the Duke Energy Central
Laboratory Services: NC Wastewater (#248) Certification.
Vendor laboratories that meet EPA and NC certification requirements may be used for
analyses with approval by Duke Energy.
The analytical procedures used for this Plan are listed in Table 1. The laboratory must
report any detection of any constituent (as revised in the October 27, 2006, NCDEQ
Division memorandum and February 23, 2007, addendum).
The laboratory certificates -of -analyses will, at a minimum, include:
Narrative: The narrative will include 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 will also
include a statement that describes any method deviations or other QA/QC issues
associated with that data that had the potential of affecting the usability of the data.
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 reanalysis
(including, for example, contamination, failing surrogate recoveries, matrix effects,
or dilutions). The narrative will 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.
• Original Chain -of -Custody (COC) form;
Page 3 of 6

• The laboratory will list all analytes for which the samples were analyzed;
• Dilution factors with a narrative of the sample results, including the reasons for the
dilution (if any);
• Blank Data: If organic analyses is required, the laboratory will report the results of
any method blanks, reagent blanks, trip blanks, field blanks, and any other blanks
associated with the sample group. For inorganic analyses, the laboratory will
provide the results of any preparation or initial calibration blanks associated with
the sample group, and;
• 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, laboratory control samples, and sample duplicate
analyses. QC control limits will also be reported; if any QC limits are exceeded, a
flag or footnote will be placed to indicate the affected samples.
Additional QA data and/or other pertinent data may be reported as requested.
4.0 Quality Assurance and Quality Control Program
Each participating laboratory shall maintain a Quality Assurance Plan that describes the ability
of the laboratory to produce acceptable quality data using the specified methods. QC checks
used by the laboratory for sampling procedures and laboratory analyses are conducted for each
sampling event. These QC checks consist of the preparation and submittal of field blanks, trip
(travel) blanks, and/or field replicates for analysis of each of the parameters at frequencies
described in the laboratory(s) procedures manuals. QC checks used by the Duke Energy
laboratory for sampling procedures and laboratory analyses are conducted for each sampling
event. These QC checks consist of the preparation and submittal of field blanks, trip (travel)
blanks, and/or field replicates for analysis of each of the parameters at frequencies described in
the laboratory(s) procedures manuals.
The field QC blanks and replicates that may be included as QC checks are described below.
The specific type and number of blanks used as listed below may vary depending on the
sampling event and will be determined by the Duke Energy field sampling personnel:
4.1 Field Blanks
• Field Blanks: A field blank consists of a sample container filled in the field with
organic -free, 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 imparted to the samples by the sample container,
preservative, or other exogenous sources. Field blanks are typically utilized for
each sampling event. The field blanks are typically analyzed for major anions and
cations and metals.
4.2 Trip Blanks
Page 4 of 6

Trip Blanks: If any samples are being analyzed for volatile organic compounds, a trip
blank is required. A trip blank is a sample container filled with organic -free water in
the laboratory that travels unopened with the sample bottles. The trip blank is
returned to the laboratory with the field samples and analyzed along with the field
samples for parameters of interest.
4.3 Field Replicates
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.
5.0 Validation
5.1 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 Monitoring Data Sheets for completeness;
• verification that equipment blanks, field blanks, and trip blanks (if required) were
properly prepared, identified, and analyzed;
• a check of the Field Sampling Calibration Form for equipment calibration and
instrument conditions, and;
• a review of the COC Record for proper completion, signatures of field personnel
and the laboratory sample custodian, dates and times, and for verification that the
correct analyses were specified.
5.2 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.
Analytical results are managed in EQuIS. The EQuIS Data Qualification Module
(DQM) performs the data verification/validation and creates an electronic data
deliverable (EDD) file.
Page 5 of 6

Permit No. 1117-STRUC-2020 Revision 2, September 6, 2024
Water Quality Monitoring and Reporting Plan
Appendix VII — NCDEQ Environmental Monitoring Report 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