WI0400551_Application_20200619

DUKE 526 South Church St
Mail Code EC13K
ENERGY. Charlotte, NC 28202
CAROLINAS
June 19, 2020
Mr. Michael Rogers
N.C. Department of Environmental Quality
Division of Water Resources, UIC Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Subject: Underground Injection Permit Application
Duke Energy Carolinas, LLC
Belews Creek Steam Station
3195 Pine Hall Road, Belews Creek, NC 27009
Mr. Michael Rogers,
On behalf of Duke Energy Carolinas, LLC (Duke Energy), AECOM Technical Services of North
Carolina Inc. (AECOM) is submitting the attached Application for a Permit to Construct or
Operate Injection Wells — Injection Well Type "Other" (UIC Permit) to install and operate a clean
water infiltration system as part of a proposed groundwater remediation system for the Duke
Energy Belews Creek Steam Station (BCSS). The groundwater remediation system intends to
accelerate the corrective action process to meet applicable groundwater standards. The UIC
permit application and associated attachments are provided for approval to install and use 74
clean water infiltration wells as part of groundwater remediation activities at the Belews Creek
Steam Station.
Background
A Consent Order (CO) that specifies obligations related to the closure of the coal ash
impoundment and groundwater corrective action at the Belews Creek Steam Station (Belews
Creek) was signed on February 5, 2020 to address a Settlement Agreement between Duke
Energy, the North Carolina Department of Environmental Quality (NCDEQ) and relevant
community groups. The CO requires constituents of interest (COls) attributable to the Belews
Creek ash basin be remediated to concentrations less than the North Carolina Administrative
Code, Title 15A, Subchapter 02L, Groundwater Classification and Standards (02L) by December
31, 2029 at or beyond the defined Geographic Limitation. COls identified in the Corrective Action
Plan (CAP) Update (Synterra, 2019) include arsenic, beryllium, boron, chloride, cobalt, iron,
lithium, manganese, strontium, thallium, and total dissolved solids. The "Geographic Limitation"
is defined in the CO as 500 feet from the ash basin waste boundary, at the property boundary,
or the boundary of a water body, whichever is closer.
Groundwater flow and transport modeling was used to evaluate and select a groundwater
remedial alternative in the CAP Update developed by Synterra Corporation and submitted to
NCDEQ on December 31, 2019. Following the acquisition of a 2.67-acre parcel within the
Geographic Limitation by Duke in March 2020, the groundwater flow and transport model and
selected remedial action were updated to their current iterations as detailed in the Consent Order
Provision submitted to NCDEQ on April 7, 2019. The current schedule detailed in the CO
BUILDING A SMARTER ENERGY FUTURE"'

June 19, 2020
Page 2
assumes that groundwater remedial activities at the Belews Creek Steam Station will begin in
2020.
As discussed in the CAP Update (SynTerra 2019), groundwater in the area of the Site occurs in
three interconnected hydrostratigraphic zones:
• The shallow flow zone in soils and saprolite (saprolite zone),
• The transition flow zone (referred to as "deep" in some previous reports); and
• The bedrock flow zone.
Groundwater flow and transport modeling suggest site -related COI extend from the saprolite
into the bedrock flow zone.
Groundwater Remediation Activities
The groundwater remedial action selected in the CAP Update includes a groundwater
remediation system that consists of a combination of groundwater extraction and clean water
infiltration. The proposed groundwater remediation system will be installed in phases, beginning
with a pilot -scale system (Phase 1) to facilitate refinement of the final system design and
implementation. Following Phase 1 implementation and evaluation, the full-scale system will be
designed and installed (Phase 2). The groundwater treatment system is designed to maximize
pore volume exchange (i.e. groundwater flushing) and establish groundwater flow control and
capture in areas downgradient of the Belews Creek Steam Station ash basin. Phase 1 of the
groundwater extraction system will include 23 groundwater extraction wells that will utilize down -
well submersible pumps to convey groundwater to an on -site treatment system prior to
discharging to a Nation Pollutant Discharge Elimination System (NPDES) permitted outfall.
Phase 1 of the clean water infiltration system will consist of a water treatment system to treat
surface water from Belews Lake delivered to the treatment system from the Steam Station fire
service water main. Compounds added to source water will be consumed during the treatment
process and will not be a component of the final infiltration water. After treatment, clean water
will be conveyed to 23 clean water infiltration wells for low-pressure (less than five pounds per
inch [psi]) delivery to groundwater. The anticipated total flow rates during Phase 1 from the
extraction wells and into the infiltration wells are approximately 37 gpm and 37 gpm,
respectively, based on modeling results. The proposed pilot test extraction and clean water
infiltration well locations were selected to ensure that clean infiltration water will be captured by
the pilot test extraction well network.
Phase 2 of the groundwater extraction system will include the installation of approximately 76
additional groundwater extraction wells and 51 additional clean water infiltration wells. During
Phase 2, the anticipated total flow rates from the extraction wells and into the infiltration wells
are approximately 130 gpm and 120 gpm, respectively, based on modeling results. Therefore,
expected extraction rates are greater than expected infiltration rates.
Based on the distribution of COI and the vertical hydraulic connection through the saprolite,
transition, and bedrock zones, Duke Energy is proposing to install the infiltration wells with well
screen and/or sand pack material across all three zones. Given the interconnectivity of the
hydrostratigraphic zones, Duke Energy is requesting a variance from 15A NCAC 02C .0225
North Carolina Well Construction Standards in accordance with 15A NCAC 02C .0241 based on
the following:
• Construction of the infiltration wells with screens across the three water -bearing units will
allow for more effective remediation of groundwater.

June 19, 2020
Page 3
• Site -related COI are present in groundwater in all three zones.
• Corrective action to address these COI in groundwater is also proposed in all three
zones.
• Extraction of groundwater provides the necessary hydraulic connection between the
COI- affected groundwater zones and the proposed clean water infiltration.
• The proposed well construction is not expected to generate a potential risk to human
health or groundwater.
• Water supply wells are not located within 500 feet of the proposed extraction wells.
The Application for a Permit to Construct or Operate Injection Well(s) is attached, as well as
additional supporting information provided for your review and approval. We appreciate the
NCDEQ's timely review of this submittal package as we proactively implement the groundwater
remediation strategy for this Site. Please contact Mr. Andrew Shull (919.546.2104) or Mr. Scott
Davies (980.373.6563) with any questions or concerns regarding this application.
Sincerely,
Scott E. Davies, P.G.
Project Director
cc: Rick Bolich, NCDEQ
Steve Lanter, NCDEQ
Eric Smith, NCDEQ
[e-mail]
Ed Sullivan, Duke Energy
John Toepfer, Duke Energy
Andrew Shull, Duke Energy
Melonie Martin, Duke Energy
Matthew Allen, AECOM
Bob Wyrick, AECOM
Attachments
Attachment A — UIC Permit Application (Injection Well Type "Other")
Attachment B — Well Construction Schematics
Attachment C — Operating Design
Table C-1 — Infiltration System Design Parameters
Figure C-1 — Groundwater Treatment System Process Flow Diagram
Attachment D — Site Maps
Figure D-1 — Site Location Map
Figure D-2 — Site Map

June 19, 2020
Page 4
Figure D-3 — Clean Water Infiltration Well Area
Figure D-4 — Existing Groundwater Elevations and Flow Paths (Shallow Flow Zone)
Figure D-5 — Existing Groundwater Elevations and Flow Paths (Deep Flow Zone)
Figure D-6 — Predicted Groundwater Flow Paths

Attachment A
UIC Permit Application
Injection Well Type "Other"

NC DEPARTMENT OF ENVIRONMENTAL QUALITY — DIVISION OF WATER QUALITY
APPLICATION FOR A PERMIT TO CONSTRUCT OR OPERATE INJECTION WELL(S)
INJECTION WELL TYPE "OTHER"
The proposed UIC well(s) may be permitted per 15A NCAC 02C .0240
(check one) x New Application Renewal* Modification
* For renewals complete Parts A-C and I, the signature page.
Print or Type Information and Mail to the Address on the Last Page. Illegible Applications Will Be Returned As Incomplete.
DATE: June 18, 2020
PERMIT NO. (leave blank if New Application)
A. STATUS OF APPLICANT (choose one)
Non -Government: Individual Residence Business/Organization x
Government: State Municipal County Federal
B. WELL OWNER/PERMIT APPLICANT — For individual residences, list owner(s) on property deed. For all
others, list name of entity/corporation, name of person delegated authority to sign on behalf of the business or
agency, and the title of the individual: Duke Energy Carolinas, LLC
James Wells, Vice President EHS Programs & Environmental Sciences
Mailing Address: 526 South Church Street, Mail Code EC12J
City: Charlotte State: NC Zip Code: 28202-1803 County: Mecklenburg
Day Tele No.: Cell No.:
EMAIL Address: iames.wellsLyAuke-energv.com Fax No.:
C. WELL OPERATOR (if different from well owner) — For individual residences, list owner(s) on property
deed. For all others, list name of entity/corporation, name of person delegated authority to sign on behalf of the
business or agency, and the title of the individual:: same as above
Mailing Address:
City: State: Zip Code: County:
Day Tele No.: Cell No.:
EMAIL Address: Fax No.:
Page 1

D. LOCATION OF WELL SITE — Where the injection wells are physically located:
(1) Parcel Identification Number (PIN) of well site: 6982642715, 6982185694 County: Stokes
(2) Physical Address (if different than mailing address):
Belews Creek Steam Station
3195 Pine Hall Road
City: Belews Creek State: NC Zip Code: 27009
E. WELL DRILLER INFORMATION (if known)
Well Drilling Contractor's Name: To be determined, drilling Request for Proposal out for bids
NC Well Drilling Contractor Certification No.: TBD
Company Name:
Contact Person: EMAIL Address:
Address:
City:
Zip Code: State: County:
Office Tele No.: Cell No.: Fax No.:
F. WELL CONSTRUCTION SPECIFICATIONS (Included as Attachment B)
(1) Specify the number and type of wells to be used for the system:
*EXISTING WELLS 74 PROPOSED WELLS
*For existing wells, please attach a copy of the Well Construction Record (Form GW-1) if available.
(2) Attach a schematic diagram of each injection well serving the system. A single diagram can be used
for wells having the same construction specifications as long as the diagram clearly identifies or
distinguishes each well from one another.
Well construction for Injection Well Type "Other" most closely resembles construction in 15A NCAC
02C .0224 for injecting water only. The proposed construction shall include, but not be limited to, the
following:
(a) Depth of each boring below land surface
(b) Well casing and screen type, thickness, and diameter
(c) Casing depth below land surface
(d) Casing height "stickup" above land surface
(e) Grout material(s) surrounding casimg and depth below land surface
Note: bentonite grouts are prohibited for sealing water -bearing zones with 1500
mg/L chloride or greater
(f) Length of well screen or open borehole and depth below land surface
(g) Length of sand or gravel packing around well screen and depth below land surface
Page 2

G.
H.
I.
OPERATING DESIGN (Included as Attachment C)
At a minimum include as attachments engineering plans for the entire system, showing treatment of the water
(if any), details of recovery, injection, monitoring wells and infiltration galleries, operating schedule including
any periodic shut -down times, and provisions to ensure the system will continue to function if the system fails,
such as standby power capability, complete system -off status, or d uplicity of system components. Also, provide
any other relevant information on the proposed system including the following:
(1)
Injection Rate:
Average (daily):
gallons per minute (gpm).
(2)
Injection Volume:
Average (daily):
gallons per day (gpd).
(3)
Injection Pressure:
Average (daily):
pounds/square inch (psi).
(4)
Injection Temperature:
Average (January)
° F, Average (July) ° F.
SITE MAP (Included as Attachment D) — Attach a site -specific map that is scaled or otherwise accurately
indicates distances and orientations of the specified features from the injection well(s). The site map shall
include the following:
(1) All water supply wells, monitoring wells, surface water bodies, and septic systems including
drainfield, waste application area, and repair area located within 250 feet of the injection well(s).
(2) Any other potential sources of contamination located within 250 feet of the proposed injection well(s).
(3) Property boundaries located within 250 feet of the parcel on which the proposed injection well(s) are
to be located.
(4) An arrow orienting the site to one of the cardinal directions (north, south, west, or east).
(5) Hydrogeologic Conditions including contours of existing groundwater elevations, predicted
groundwater elevations resulting from the proposed injection, and predicted flow paths in the
horizontal and vertical planes. This information must be sealed by a North Carolina licensed engineer
or geologist.
CERTIFICATION (to be signed as required below or by that person's authorized agent)
Per 15A NCAC 02C .0211 all permit applications shall be signed as follows:
1. for a corporation: by a responsible corporate officer;
2. for a partnership or sole proprietorship: by a general partner or the proprietor, respectively;
3. for a municipality or a state, federal, or other public agency: by either a principal executive officer or
ranking publicly elected official;
4. for all others: by the well owner (person(s) listed on the property deed).
If an authorized agent is signing on behalf of the applicant, then supply a letter signed by the applicant
that names and authorizes their agent to sign this application on their behalf.
"I hereby certify, under penalty of law, that I have personally examined and am familiar with the information
submitted in this document and all attachments thereto and that, based on my inquiry of those individuals
immediately responsible for obtaining said information, I believe that the information is true, accurate and
complete. I am aware that there are significant penalties, including the possibility of fines and imprisonment,
for submitting false information. I agree to construct, operate, maintain, repair, and if applicable, abandon the
injection well and all related appurtenances in accordance with the approved specifications and conditions of the
Permit." 0 WV, /
Signature of Property Owner/Applicant
James Wells, Vice President EHS Programs and Environmental Sciences
Print or Type Full Name and Title
Page 3

Submit two copies of the completed application with attachments to:
Division of Water Resources — UIC Program
1636 Mail Service Center
Raleigh, NC 27699-1636
Page 4

Attachment B
Well Construction Schematics

U
m
m
0
m
E
E
m
m
m
d
L
a
FIBERGLASS INSULATED
ABOVE GRADE STRUCTURE
ALUMINUM SANITARY WELL
CAP WITH SEAL, TYP
1.5 INI
STILLING WELL
11N 316L SS PITILESS
ADAPTOR
11N 316E SS PIPE TO
ABOVE WELL SEAL
MANIFOLD
I
i 1 IN SS UNION
ONCRETE PAD
1 IN HDPE TRANSITION FITTING-
11N HDPE DROP
61N
101N
BENTONITE GROUT
BENTONITE SEAL
0
FILTER PACK SILICA SAND (20/30)
1 IN HDPE TRANSITION FITTING
11N SPRING LOADED CHECK VALVE
PRESSURE TRANSDUCER
(DEPTH VARIES)
m
61N 304L SS WIRE -WRAPPED SCREEN
(0.010 IN SLOT) THREADED ONTO
CASING FOR RISER
FLAT BOTTOM SS THREADED PLUG AT
BOTTOM OF SCREEN
TYPICAL INFILTRATION WELL DETAIL
NOT TO SCALE
NOTES:
1. ALL DEPTHS ARE APPROXIMATED AND MAY CHANGE DEPENDING ON SITE CONDITIONS.
2. FLOWRATES ARE AVERAGE FLOWRATES FROM SIMULATIONS AND APPROXIMATE AND MAY CHANGE DEPENDING ON SITE
CONDITIONS.
3. OPERATIONAL WATER LEVELS ARE APPROXIMATE AND MAY CHANGE DEPENDING ON SITE CONDITIONS.
4. IN - INCH
5. FT - FEET
6. FT BGS - FEET BELOW GROUND SURFACE
7. GPM - GALLONS PER MINUTE
8. NA - NOT APPLICABLE
9. TYP - TYPICAL
10. EASTING AND NORTHING PROJECTED IN NAD 83 - NORTH AMERICAN DATUM 1983
11. ELEVATIONS IN NAVD 88 - NORTH AMERICAN VERTICAL DATUM OF 1988
12. WELL CASING SHALL BE SCHEDULE 40 PVC (FOR WELLS LESS THAN 130 FT BGS), SCHEDULE 80 PVC (FOR WELLS
GREATER THAN 130 FT BGS), CARBON STEEL OR STAINLESS STEEL.
13. A BENTONITE SEAL SHALL BE INSTALLED ABOVE THE TOP OF THE FILTER PACK AND CONSIST OF AT LEAST 3 FT OF
BENTONITE PELLETS, CHIPS OR ENGINEER APPROVED SLURRY.
14. A BOREHOLE ANNULUS BETWEEN THE BENTONITE SEAL AND THE GROUND SURFACE SHALL BE FILLED WITH A
BENTONITE-CEMENT SLURRY MIXED IN THE FOLLOWING RATIO: 50 LBS PORTLAND CEMENT, 2.5 LBS POWDERED BENTONITE
AND NO MORE THAN 5 GALLONS OF WATER.
Vertical Infiltration Wells
Well
ID
Approximate
Ground Surface
Elevation
(feet, NAVD SS)
Pressure at
Well Head
(ft of Head
Above Ground
Surface)
Well
Depth
(ft BGS)
Screen
Bottom
(ft BGS)
Screen
Top (ft
BGS)
Screen
Length
(ft)
Filter
Pack Top
(ft BGS)
Well Construction Details
Targeted Flow Zones
Approximate
Simulated
Flow
(gpm)
A
(in)
B
(ft)
C
(ft)
D
(ft)
E
(ft)
F
in
G
(ft)
IW-3
753
10 1
25 1
25
10
15
7
6
15
18
3
4
18
25
Saprolite
2.5
IW-4
746
10
30
30
10
20
7
6
20
23
3
4
18
30
Saprolite
2.5
IW-6
751
10
170
149
129
20
126
6
20
135
3
32
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-7
763
10
35
35
15
20
12
6
20
23
1 3
9
18
35
Saprolite
2.5
IW-9
743
10
165
165
145
20
142
6
20
130
3
32
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-10
768
10
180
180
160
20
157
6
20
145
3
32
18
180
Saprolite/Transition Zone/Bedrock
1.6
IW-12
723
10
145
145
125
20
122
6
20
1101
3
32
18
145
Saprolite/Transition Zone/Bedrock
1.6
IW-13
757
10
170
170
150
20
147
6
20
1351
3
32
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-14
773
10
185
185
165
20
162
6
20
150
3
32
18
185
Saprolite/Transition Zone/Bedrock
1.6
IW-15
730
10
155
155
135
20
132
6
20
120
3
32
18
155
Sa rolite/Transition Zone/Bedrock
1.6
IW-16
744
10
160
160
140
20
137
6
20
125
3
32
18
160
Saprolite/Transition Zone/Bedrock
1.6
IW-17
769
10
180
180
160
20
157
6
20
145
3
32
18
180
Saprolite/Transition Zone/Bedrock
1.6
IW-19
764
10
175
175
155
20
152
6
20
140
3
32
18
175
Saprolite/Transition Zone/Bedrock
1.6
IW-20
734
10
150
150
130
20
127
6
20
115
3
32
18
150
Saprolite/Transition Zone/Bedrock
1.6
IW-21
753
10
165
165
145
20
142
6
20
130
3
32
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-22
767
10
70
70
50
20
47
6
20
35
3
32
18
70
Saprolite/Transition Zone
1.6
IW-23
717
10
145
145
125
20
122
6
20
110
3
32
18
145
Saprolite/Transition Zone/Bedrock
1.6
IW-24
760
10
170
170
150
20
147
6
20
135
3
32
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-25
745
10
155
155
135
20
132
6
20
120
3
32
18
155
Saprolite/Transition Zone/Bedrock
1.6
IW-26
766
10
175
175
155
20
152
6
20
140
3
32
18
175
Saprolite/Transition Zone/Bedrock
1.6
IW-27
737
10
155
155
135
20
132
6
20
120
3
32
18
155
Saprolite/Transition Zone/Bedrock
1.6
IW-28
760
10
170
170
150
20
147
6
20
135
3
32
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-29
745
10
160
160
140
20
137
6
20
125
3
32
18
160
Saprolite/Transition Zone/Bedrock
1.6
IW-30
760
10
170
170
1 150
20
1 147
6
20
135
3
32
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-31
756
10
165
165
145
20
142
6
20
134
3
28
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-32
749
10
160
160
140
20
137
6
20
125
3
32
18
160
Saprolite/Transition Zone/Bedrock
1.6
IW-33
L 749
10
160
160
140
20
137
6
1 20
1 1361
3
21
18
1601
Saprolite/Transition Zone/Bedrock
1.6
IW-34
735
10
155
155
135
20
132
6
20
120
3
32
18
155
Saprolite/Transition Zone/Bedrock
1.6
IW-35
748
10
160
160
140
20
137
6
20
137
3
20
18
160
Saprolite/Transition Zone/Bedrock
1.6
IW-36
748
10
160
160
140
20
137
6
20
1251
3
32
18
160
Saprolite/Transition Zone/Bedrock
1.6
IW-37
751
10
165
165
145
20
142
6
20
1301
3
32
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-38
751
10
160
160
140
20
137
6
20
1341
3
23
18
160
Saprolite/Transition Zone/Bedrock
1.6
IW-39
754
10
165
165
145
20
142
6
20
1361
3
26
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-40
749
10
165
165
145
20
142
6
20
130
3
32
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-42
1 755
10
165
165
145
20
142
6
20
1301
3
32
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-43
741
10
160
160
140
20
137
6
20
125
3
32
18
1 160
Saprolite/Transition Zone/Bedrock
1.6
IW-44
756
10
165
165
145
20
142
6
20
134
3
28
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-45
757
10
170
170
150
20
147
6
20
138
3
29
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-46
751
10
165
165
145
20
142
6
20
130
3
32
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-47
745
10
160
160
140
20
137
6
20
125
3
32
18
160
Saprolite/Transition Zone/Bedrock
1.6
IW-48
761
10
170
170
150
20
147
6
20
134
3
33
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-50
757
10
170
170
150
20
147
6
20
135
3
32
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-51
761
10
170
170
150
20
147
6
20
134
3
33
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-52
747
10
165
165
145
20 1
142
6
20
130
3
32
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-53
759
10
170
170
150
20
147
6
20
146
3
21
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-54
761
10
170
170
150
20
147
6
20
146
3
21
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-55
733
10
155
155
135
20
132
6
20
120
3
32
18
155
Saprolite/Transition Zone/Bedrock
1.6
IW-56
754
10
170
170
150
20
147
6
20
135
3
32
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-57
744
10
160
160
140
20
137
6
20
125
3
32
18
160
Saprolite/Transition Zone/Bedrock
1.6
IW-58
758
10
170
170
150
20
147
6
20
135
3
32
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-59
765
10
175
175
155
20
152
6
20
151
3
21
18
175
Saprolite/Transition Zone/Bedrock
1.6
IW-60
749
10
165
165
145
20
142
6
20
130
3
32
18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-61
754
10
170
170
150
20
147
6
20
135
3
32
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-62
765
10
175
175
155
20
152
6
20
151
3
21
18
175
Saprolite/Transition Zone/Bedrock
1.6
IW-63
766
10
175
175
155
20
152
6
20
151
3
21
18
175
Saprolite/Transition Zone/Bedrock
1.6
IW-64
741
10
165
165
145
20
142
6
20
1301
3
32
1 18
165
Saprolite/Transition Zone/Bedrock
1.6
IW-65
766
10
175
175
155
20
152
6
20
151
3
21
18
175
Saprolite/Transition Zone/Bedrock
1.6
JML
739
160
20
137
6
20
125
3
32
18
160
Saprolite/Transition Zone/Bedrock
1.6
IW-67
764
10
175
175
155
20
152
6
20
151
3
21
18
175
Sa p rolite Transition Zone Bedrock
1.6
IW-68
763
10
175
175
155
20
152
6
20
151
3
21
18
175
Saprolite/Transition Zone/Bedrock
1.6
IW-69
759
10
175
175
155
20
152
6
20
151
3
21
18
17 5
Saprolite/Transition Zone/Bedrock
1.6
IW-70
759
10
175
175
155
20
152
6
20
151
3
21
18
175
Saprolite/Transition Zone/Bedrock
1.6
IW-71
761
10
175
175
155
20
152
6
20
151
3
21
18
175
Saprolite/Transition Zone/Bedrock
1.6
IW-72
757
10
175
175
155
20
152
6
20
151
3
21
18
175
Sa rolite/Transition Zone/Bedrock
1.6
IW-74
52
10
170
170
150
20
147
6
20
135
3
32
18
170
Sa mlite/Transition Zone/Bedrock
1.6
IW-75
53
10
175
175
155
20
152
6
20
140
3
32
18
175
Saprolite/Transition Zone/Bedrock
1.6
IW-76
756
10
180
180
160
20
157
6
20
1451
3
32
18
180
Saprolite/Transition Zone/Bedrock
1.6
IW-85
752
10
170
170
150
1 20
147
6
20
1351
3
32
18
170
Saprolite/Transition Zone/Bedrock
1.6
IW-86
675
10
130
130
110
20
107
6
20
95
1 3
32
18
130
Saprolite/Transition Zone/Bedrock
1.5
IW-87
758
10
225
225
205
20
202
6
20
190
13
32
18
225
Saprolite/Transition Zone/Bedrock
1.5
IW-88
716
10
200
200
180
20
177
6
20
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3
18200
Saprolite/Transition Zone/Bedrock
1.5
IW-89
660
10
145
145
125
20
122
6
20
110
3
18
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Saprolite/Transition Zone/Bedrock
1.5
IW-90
647
10
135
135
115
20
112
6
20
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3
L32
18
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Saprolite/Transition Zone/Bedrock
1.5
IW-91
638
10
130
130
110
20
107
6
20
95
3
18
130
Saprolite/Transition Zone/Bedrock
1.5
NOTES:
1. UNSHADED WELLS WILL BE INSTALLED DURING PHASE 1.
2. PHASE 2 INFILTRATION WELLS.
3. CONSTRUCTION DETAILS SHOWN ABOVE ARE APPROXIMATED AND WILL BE DETERMINED BASED ON FIELD DATA COLLECTED AT A LATER DATE.
4. NA - NOT AVAILABLE
5. REFER TO FIGURE 4-2 FOR WELL LOCATIONS.
A=COM
PROJECT
UIC PERMIT APPLICATION
BELEWS CREEK STEAM STATION
3195 Pine Hall Road
Belews Creek, North Carolina 27009
PREPARED FOR
DUKE ENERGY (OWNER)
3195 Pine Hall Road
Belews Creek, North Carolina 27009
PREPARED BY
AECOM
1600 Penmeter Park Drive, Suite 400
Morrisvile, North Carolina27560
919.461.1100 tel [phone] fax
www.aecom.com
REGISTRATION
ISSUE / REVISION
DATE
2020-04-29
PROJECT NUMBER
60442330
SHEET TITLE
ATTACHMENT B
WELL CONSTRUCTION SPECIFICATIONS
SHEET NUMBER

Attachment C
Operating Design
• Table C-1 — Infiltration System Design Parameters
• Figure C-1 — Infiltration Water Treatment System Process Flow Diagram

Attachment C
Clean Water Infiltration System Operating Design
UIC Permit Application
Belews Creek Steam Station
Belews Creek, North Carolina
The proposed clean water infiltration system will include a pre -infiltration water treatment system, seventy-
four (74) vertical clean water infiltration wells, conveyance piping, pumps, and associated equipment and
instrumentation. Water used for the clean water infiltration system will be conveyed from the Belews Creek
Steam Station fire service water main to the water treatment system. Water for the fire service water main
is derived from Belews Lake (see Figure D-2). Duplex pumps will be utilized to convey water from the fire
service water main to the infiltration water treatment system. Following the receipt of analytical results from
the Belews Lake surface water samples, AECOM will design the infiltration water treatment system to treat
surface water prior to low-pressure introduction to groundwater through the infiltration well network. AECOM
anticipates the infiltration water treatment system could possibly require the following process treatment
components:
• Initial Filtration (e.g.: Disposable cartridge filters)
• Chemical and mechanical precipitation (e.g.: Sodium hydroxide')
• Disinfection (e.g.: Ultraviolet light)
• pH adjustment (e.g.: Sulfuric acid', acetic acid')
• Final filtration prior to discharge (e.g.: Disposable cartridge filters)
Compounds added to source water will be consumed during the treatment process and will not be a
component of the final infiltration water. Samples will be collected to evaluate treatment system
effectiveness prior to infiltration water delivery to groundwater. Parallel treatment processes will be utilized
to facilitate infiltration system operation and maintenance and help achieve optimal runtime and
performance. Individual system components (turbine pumps, equalization tanks, modular treatment system
units, and transfer pumps) will be capable of operating singularly or in parallel to achieve maximum
infiltration water production capacity and system redundancy. The infiltration well system controls and
monitoring equipment will be housed in an enclosed structure to prevent exposure to prevailing weather
conditions. A conceptual process flow diagram for the groundwater treatment system is included as Figure
C-1. In the event of a system malfunction or power loss in any part of the infiltration water treatment or
pumping systems, the system control logic will have redundant safeguards designed to shut off water
conveyance to infiltration treatment system and clean water infiltration wells to prevent untreated surface
water from entering the infiltration wells.
Following treatment, infiltration water will be pumped to parallel equalization tanks, each capable of
handling the total system flow in the event maintenance is required on either tank. Clean infiltration water
will then be conveyed to an infiltration water control and distribution system building that will house the
manifold legs of each clean water infiltration well. Manifold legs will include a solenoid shutoff valve, a flow
control valve, and flow and pressure transmitters. The transmitters will communicate with the system PLC
to monitor clean water infiltration system operation. HDPE piping will then convey infiltration water from the
manifold to each infiltration well (well schematic included in Attachment B). Table C-1 includes the design
injection rate, pressure, and water temperature at each clean water infiltration well. On/off valves in the
system will normally closed (power to open) to ensure infiltration line shutdown in the event of a power
failure.
1. Additive approved by the North Carolina Department of Health and Human Services to inject into groundwater.

Table C-1
UIC Permit Application
Belews Creek Steam Station
Belews Creek North Carolina
Estimated Flow
Estimated Flow
Maximum Pressure at
Injection Temperature,
Injection Temperature,
Well ID
(gpm)
(gpd)
Well Head (psi)
January (°F)'
July (°F)'
Individual Infiltration
1.5 - 2.5
2,160 - 3,600
5
58
82
Wells
Phase 1
36.8
52,992
5
58
82
Pilot -Scale System)
Phase 2
120.5
173,520
5
58
82
Full -Scale System)
Notes and Abbreviations
1.Injection temperatures based off the Water Temperature Table of the Southern Atlantic Coast (Wilmington, NC) provided by the National Centers for
Environmental Information, National Oceanic and Atmospheric Administration.
-- = Not applicable
°F = Degrees Fahrenheit
gpd = gallons per day
gpm = Gallons per minute
psi = pounds per square inch

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NOTE:
1. ANTICIPATED INFILTRATION WATER TREATMENT SYSTEM COMPONENTS ARE
PROVISIONAL. THE FINAL TREATMENT SYSTEM DESIGN WILL BE CONDUCTED FOLLOWING
ADDITIONAL SURFACE WATER SAMPLING. COMPOUNDS ADDED TO SOURCE WATER WILL
BE CONSUMED DURING THE TREATMENT PROCESS AND WILL NOT BE A COMPONENT OF
THE FINAL INFILTRATION WATER. ANALYTICAL SAMPLES WILL BE USED TO EVALUATE
INFILTRATION WATER TREATMENT SYSTEM EFFECTIVENESS PRIOR TO DELIVERY TO
GROUNDWATER.
CLEAN WATER INFILTRATION SYSTEM PROCESS FLOW DIAGRAM
EXTRACTION SYSTEM PROCESS FLOW DIAGRAM
PROJECT
UIC PERMIT APPLICATION
BELEWS CREEK STEAM STATION
3195 Pine Hall Road
Belews Creek, North Carolina 27009
PREPARED FOR
DUKE ENERGY (OWNER)
3195 Pine Hall Road
Belews Creek, North Carolina 27009
PREPARED BY
AECOM
1600 Perimeter Park Drive, Suite 400
Morrisville, North Carolina 27560
919.461.1100 tel [phone] fax
www.aecom.com
REGISTRATION
3
2020-06-1 E
ISSUE AS DRAFT
2
2020-06-1 C
ISSUE AS DRAFT
1
2020-05-07
ISSUE AS DRAFT
0
2020-05-0
FOR INTERNAL REVIE
/R
DATE
DESRIPTION
l8tLOW$aILIvia.]
PROJECT NUMBER
60442330
SHEET TITLE
FIGURE C-1
GROUNDWATER TREATMENT
SYSTEM PROCESS FLOW DIAGRAM
SHEET NUMBER
��

Attachment D
Site Maps
• Figure D-1 — Site Location Map
• Figure D-2 — Site Map
• Figure D-3 — Clean Water Infiltration Well Area
• Figure D-4 — Existing Groundwater Elevations and Flow Paths (Shallow Flow Zone)
Note: Figure D-4 was originally developed for the Demonstration of
Hydraulic Control for Belews Creek COls Technical Memorandum
(Synterra, 2020) and has not been altered for inclusion in this permit
application.
• Figure D-5 — Existing Groundwater Elevations and Flow Paths (Deep Flow Zone)
Note: Figure D-5 was originally developed for the 2020 Effectiveness
Monitoring Report for Belews Creek Steam Station (Synterra, 2020) and
has not been altered for inclusion in this permit application.
• Figure D-6 — Predicted Groundwater Flow Paths
Note: Figure D-6 was originally developed for the Demonstration of
Hydraulic Control for Belews Creek COls Technical Memorandum
(Synterra, 2020) and has not been altered for inclusion in this permit
application. The figure demonstrates the modeled groundwater
extraction system area of influence. Based on this analysis, all clean
water infiltration wells will be installed within the groundwater extraction
system area of influence.

DAN R� ` 1� 1 (1
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PINE HALL
ROAD LANDFILL` UC C
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D
NOTES: 1
1. 2016 USGS TOPOGRAPHIC MAP, BELEWS LAKE QUADRANGLE,
OBTAINED FROM THE USGS STORE AT https://stDm.usgs.gov/map-IocatDn
2. THE LOCATIONS OF ALL BOUNDARIES, REMED IATION AND MONITORING WELLS, AND
WETLANDS WERE PROVIDED BY SYNTERRA CORPORATION AND ORIGINALLY DOCUMENTED
IN THE CORRECTIVE ACTION PLANUPDATE (DECEMBER 2019)AND THE DEMONSTRATION
OF 02L COMPLIANCE FOR THE BELEWS CREEK ASH BASIN BY DECEMBER 31, 2019 TECHNICAL
MEMORANDUM (MARCH 2O20)AND SHOULD BE CONSIDERED APPROXIMATE.
STOKES
DUKE ENERGY.
COUNTY
CAROLINAS WINSTONSC
ASHEVILLE •
A'CO •
CRAIG ROAD
LANDFILL
E
v
U
FIGURE D-1 3
SITE LOCATION MAP
BELEWS CREEK STEAM STATION
PILOT STUDY WORK PLAN 9
BELEWS CREEK, NORTH CAROLINA o
DRAWN BY: T. EISCHEN DATE: 05/05/2020 GRAPHIC SCALE /
REVISED BY: DATE: 1,000 0 1'000 2,000 r
CHECKED BY: DATE:
APPROVED BY: DATE: (IN FEET)
PROJECT MANAGER:
U

ater Infiltration Area
are D-3)
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1. BASED ON THE CORRECTIVE ACTION PLAN UPDATE (DATED DECEMBER 31. 2019) PREPARED BY SYNTERRA CORPORATION,
THERE ARE NO PROPERTY BOUNDARIES, POTENTIAL RECEPTORS, WATER SUPPLY WELLS, SEPTIC SYSTEMS, OR OTHER SOURCES
OF CONTAMINATION LOCATED WITHIN 250 FEET OF THE PROPOSED CLEAN WATER INFILTRATION WELLS. MULTIPLE MONITORING
WELLS AND SURFACE WATER BODIES ARE LOCATED WITHIN 250 FEET OF THE PROPOSED CLEAN WATER INFILTRATION WELLS.
2. THE WATERS OF THE US HAVE NOT BEEN APPROVED BY THE US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP
CREATION. THIS MAP IS NOT TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE WETLANDS AND STREAMS
BOUNDARIES WERE OBTAINED FROMAMEC FOSTER WHEELER ENVIRONMENTAL& INFRASTRUCTURE, INC. NATURAL
RESOURCE TECHNICAL REPORT FOR BELEWS CREEK STEAM STATION DATED JULY 2, 2015.
3. ALL BOUNDARIES AND SITE FEATURE LOCATIONS WERE PROVIDED BY SYNTERRA CORPORATION AND SHOULD BE
CONSIDERED APPROXIMATE.
4. AERIAL PHOTOGRAPHY OBTAINED FROM ESRI ARCGIS WORLD IMAGERY SERVER
5. DRAWING HAS BEEN SET WITHA PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATE SYSTEM FIPS 3200 N"
GRAPHIC SCALE
DUKE 0 350 700 1,400 2,100
ENERGY. Feet
DRAWN BY: T. EISCHEN DATE: 1512112121
=COM REVISED BY: DATE:
APPROVED BY: DATE:
APPROVED BY: DATE:
PROJECT MANAGER:
N
A
LEGEND
DUKE ENERGY CAROLINAS
PROPERTY LINE
;-------, ADJACENT PROPERTY
BOUNDARIES
FIGURE D-2
SITE MAP
UIC PERMIT APPLICATION
BELEWS CREEK STEAM STATION
BELEWS CREEK, NORTH CAROLINA

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IW-19 Q O O GWA-20BR
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IW-17 A O Q IW-28 GWA-27BR / ❑ EX-04
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❑ EX-10
/
CCR-2D
CCR-2S
LEGEND
Duke Energy Carolinas Belews
Creek Plant Site Boundary
Stream
GWA-18S
Wetland (AMEC NRTR)
❑
Existing Extraction Well
GWA-18SA
�GWA-18D
/
/
O
Monitoring Well
A
Proposed Clean Water Infiltration W
/
O
Proposed Extraction Well
/
250-foot Radius around Proposed
low
Clean Water Infiltration Wells
00
Of
GWA-1 BR 1
GWA-1S--7g I
GWA-1 D
C
NOTES
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/- o
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O I W-79 A
O
I W-78 AO
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CCR-5S
8
CCR-5D
AB-1 S
AB-1 D
AB-1 BR O AB-1 BRD
1. Based on the Corrective Action Plan Update (dated
December 31, 2019) prepared by Synterra Corporation,
there are no property boundaries, potential receptors,
water supply wells, septic systems, or other sources
of contamination located within 250 feet of the proposed
clean water infiltration wells. Multiple monitoring wells
and surface water bodies are located within 250 feet of
the proposed clean water infiltration wells.
ASH BASIN
0 o O /
O 1
O I W-82
IW81A AIW-83 I
IW-80 A MW-200S CD MW-200D
O O MW-200BR 1
O O O /
O /
d�
BC-150 WET WELL
CCR-6D CD CCR-6S
MW-102D (D
MW--102S
MW-101 D (Q MW-101 S
AB-2D
DAM AB-2BR/BRD O O AB-2SA
AB-2S
SOURCE NOTES
1. The aerial photograph was taken from Google Earth,
dated 2020-02-03.
2. The locations of all boundaries and monitoring wells
were provided by Synterra Corporation and originally
documented in the Corrective Action Plan Update
(December 2019).
3. The locations of all remediation wells were provided
by Synterra Corporation and should be considered
approximate.
4. The locations of streams and wetlands were originally
documented in the 2015 AMEC Natural Resources
Technical Reports.
100 0 100 200
SCALE IN FEET: 1" = 100'
CCR-7S
CCR-7D
L=Com
PROJECT
BELEWS CREEK STEAM
STATION UIC PERMIT
APPLICATION
BELEWS CREEK STEAM STATION
3195 Pine Hall Road
Belews Creek, North Carolina 27009
PREPARED FOR
DUKE ENERGY (OWNER)
3195 Pine Hall Road
Belews Creek, North Carolina 27009
PREPARED BY
AECOM
1600 Perimeter Park Drive, Suite 400
Morrisville, North Carolina 27560
919.461.1100 tel [phone] fax
www.aecom.com
REGISTRATION
ISSUE / REVISION
2
2020-06-18
ISSUED AS DRAFT
1
2020-05-22
ISSUED AS DRAFT
0
2020-05-21
FOR INTERNAL REVIEW
I/R
DATE
DESRIPTION
DATE
2020-06-18
PROJECT NUMBER
60629990
SHEET TITLE
D-3
CLEAN WATER INFILTRATION WELL
AREA
SHEET NUMBER

Figure D-4
Existing Groundwater Elevations and Flow Paths Shallow Flow Zone
NOTES:
1. SITE FEATURES ARE FOR 2020 SITE CONDITIONS. %
2. WATER LEVELS WERE COLLECTED ON APRIL 6, 2020. O .�rn�, %
o�3. NM -NOT MEASURED DUE TO INSUFFICIENT WATER. o
4. ASH BASIN ELEVATION AS OF APRIL 6, 2020. LOWER ELEVATION IS A
RESULT OF THE ASH BASIN DECANTING. ppp
5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM 88 (NAVD 88).
6. THE TOPOGRAPHY IS SHOWN FOR REFERENCE PURPOSES ONLY
AND SHOULD NOT BE USED FOR DESIGN OR ENGINEERING o o J
PURPOSES. TOPOGRAPHY IS BASED ON LIDAR BARE EARTH DATA
OBTAINED FROM THE NORTH CAROLINASPATIAL DATASITE AT 6 4
https://sdd.nc.gov/sdd/DataDownload.aspx. 6$
7. THE WATERS OF THE U.S. DELINEATION HAS NOT BEEN APPROVED
BY THE US ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP 6gb
CREATION. THIS MAP IS NOT TO BE USED FOR JURISDICTIONAL
DETERMINATION PURPOSES. THE WETLANDS AND STREAMS 70=
BOUNDARIES WERE OBTAINED FROM STREAM AND WETLAND
DELINEATION CONDUCTED BY AMEC FOSTER WHEELER �p0
ENVIRONMENTAL & INFRASTRUCTURE, INC. NATURAL RESOURCE
TECHNICAL REPORT (NRTR) FOR BELEWS CREEK STEAM STATION / / 726
DATED JULY 2, 2015.
000
GWA-1S
8. PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
/
GWA-30S
9. ALL BOUNDARIES ARE APPROXIMATE.
CCR-13S
�N0 40#1�
/
719.02
10. AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON
689.59
40 0
`
JUNE 11, 2019. AERIAL WAS COLLECTED ON FEBRUARY 3, 2019.
n
C DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH
E PLANE COORDINATE SYSTEM RIPS 3200
.a
(NAD83 2011).
(NAD83/20111.�"
'K,
8
00, /
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718.42 728.60
h' J FORMER
PARCEL,
I.
GWA-27S
736.19
I
GWA-1
731.29
GWA-19S
GWA-10S
738.88
/ 0
I I
GWA-18S
� o
/ CCR-4S �_o
N
V
^�o
e NM S
NM
WA-20SA >SQ \
35.72
I r
/
CCR-2S
I
737.34
1
1
GWA-18SA
' .
739.20
a
I
I
I
\ 5° 739.5739.57 I
�4
s
• I
710. 100,
4 ,�
•
10
7,50
0
�)
GWA-24S 3° ♦
631.71 rn '
0
so
0
rno
0
o
M W-200S
GWA-32S
i
f1 Im is A, ,
CCR-SS
712.94 ��� -__-Woo
��- 710
NMK�Iovy�'
NM
GWA-2S
NM
000
I�
0
ASH BASiN ,••`"`�H..GRR��''•0 LEGEND
• Q' ���� N�d ='� .+ ABANDONED WELL
SEAL t17 WELL IN SHALLOW FLOW ZONE
II-• INFERRED WATER LEVEL CONTOUR (5' INTERVAL) (NAVD 88) � y
Q_ � ASH BASIN WASTE BOUNDARY
4, - - - • ASH BASIN COMPLIANCE BOUNDARY
�0 ��j�,,�' FORMER DUKE ENERGY CAROLINAS PROPERTY LINE
r'•� """" ,�� �•'" TOPOGRAPHIC CONTOUR (10' INTERVAL)
ISB�E����(�/+�ti�t"�• 1 STREAM (AMEC NRTR)
frrlJt WETLAND (AMEC NRTR)
0 GROUNDWATER FLOW DIRECTION
GRAPHIC SCALE FIGURE 6
(' DUKE 150 0 150 300 GENERALIZED GROUNDWATER LEVEL MAP
ENERGY CARf1 (INFEET) SHALLOW FLOW ZONE
DRAWN BY: C. CURRIER DATE: 05/29/2020 DEMONSTRATION OF HYDRAULIC CONTROL
REVISEDBY: C.CURRIER DATE: 06/04/2020 FOR BELEWS CREEK COIS
DBY APPROV:ED BY: BELEWS CREEK STEAM STATION
APPROV
PROJECTMANAGER: A.ALBERT BELEWS CREEK, NORTH CAROLINA

Figure D-5
Existing Groundwater Elevations and Flow Paths (Deep Flow Zone
777
-
�0 719.3� �♦ ^/
0
0
q,
a
727.5
C3
00
GWA-21
?0� 719
�_ 1 0)
I
• I
*
,R-4D
732.9
EXOB-1 �•
733.2 /1
FORMEIR
PARCEL A
/
}01 EX-3
I ►������������ GWA-20D
730.E
�° / GWA-27D ����������•`•, �,� o EX-4
737.4
` 724.E
EXOB-2
735.2 I ` EX-5
726.7
EX-6
EX 7 32.3
725.4
EX-8
a
�' 712.7
� n O
EX-9
715 723.4
CCR7 7 EX-10
1�\ � 712.3
1 I
GWA-10DA
735.7
i !
GWA-18D
/ 739.6 I
ir
o
CCR-1 D .)
4 1 741.2 4� '
f � I
1
I
� o
r 780
EX-1
/A-1 D a°
717.4
� o
� ' � ` , ` ♦' ♦^ ^moo ^ao
` 660 -
` 680-
! � 6so
r
` •o `-�'� 720'"�------ 720 720 �-- .i--' 72
0
_ ♦ AB-1D LEGEND
� 7zo.s
I� �� ` WELL IN DEEP FLOW ZONE
770 EXTRACTION WELL
---INFERRED WATER LEVEL CONTOUR (NAVD 88)
0
ASH BASIN WASTE BOUNDARY
- - - - ASH BASIN COMPLIANCE BOUNDARY
- - • FORMER DUKE ENERGY CAROLINAS PROPERTY LINE
TOPOGRAPHIC CONTOUR (10' INTERVAL)
STREAM (AMEC NRTR)
WETLAND (AMEC NRTR)
o GROUNDWATER FLOW DIRECTION
NOTES:
1. SITE FEATURESARE FOR 2020 SITE CONDITIONS.
2. WATER LEVELS WERE COLLECTED ON APRIL 6, 2020.
3. EX-1 THROUGH EX-10 WATER ELEVATIONS ARE AN AVERAGE OF WATER LEVELS
RECORDED ON APRIL 6, 2020.
4. ASH BASIN ELEVATION AS OF APRIL 6, 2020. LOWER ELEVATION IS A RESULT OF
THEASH BASIN DECANTING.
INFERRED AREA OF INFLUENCE
5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 88
FROM GROUNDWATER EXTRACTION
(NAVD 88).
6. THE TOPOGRAPHY IS SHOWN FOR REFERENCE PURPOSES ONLY AND SHOULD
NOT BE USED FOR DESIGN OR ENGINEERING PURPOSES. TOPOGRAPHY IS BASED
ON LI DAR BARE EARTH DATA OBTAI NED FROM THE NORTH CAROLINA SPATIAL DATA
SITE AThttps://sdd.nc.gov/sdd/DataDownload.aspx.
•i,�ti �+ R I'i rf++
a� '4 �.•""'
7. THE WATERS OF THE U.S. DELINEATION HAS NOT BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS AT THE TIME OF THE MAP CREATION. THIS MAP IS NOT
:� {-:,.•'••�� Nt7�,` ++'
TO BE USED FOR JURISDICTIONAL DETERMINATION PURPOSES. THE WETLANDS AND
00
Q
STREAMS BOUNDARIES WERE OBTAINED FROM STREAM AND WE
a'• y� :
+
DELINEATION CONDUCTED BYAMEC FOSTER WHEELER ENVIRONMENTAL &
INFRASTRUCTURE, INC. NATURAL RESOURCE TECHNICAL REPORT (NRTR) FOR
` SEAL s
BELEWS CREEK STEAM STATION DATED JULY 2, 2015.
i 2` r 38.
i�
PROPERTY BOUNDARY PROVIDED BY DUKE ENERGY CAROLINAS.
' b c Q�
= N i
9. ALL BOUNDARIES ARE APPROXIMATE.
•y.C�
10. AERIAL PHOTOGRAPHY OBTAINED FROM GOOGLE EARTH PRO ON JUNE 11, 2019.
,G•� �'�
Y�r •
..
AERIAL WAS COLLECTED ON FEBRUARY 3, 2019.
++ T "
~ y)+t. C `n p e'� 1�
11. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE
RIPS COORDINATE SYSTEM PS 3200 (NAD83/2011).
y
UVG ►
FIGURE 1-4
('DUKE 100 GRAPHICSCA00 200
ENERGY
DEEP FLOW ZONE WATER LEVEL MAP
CAR'.
(INFEET)
APRIL 2020
DRAWN BY: C. WYATT DATE: 04/21/2020
REVISED BY: A. ROBINSON DATE:.6/05/2020
2020 EFFECTIVENESS MONITORING REPORT
CHECKEVARD
DA.
BELEWS CREEK STEAM STATION
APPROVED BY: A. ALBERT
APPROVED ALBS
S1/1'1TPr1'rl
PROJECTMANAGER: A.ALBERT
BELEWS CREEK, NORTH CAROLINA

Figure D-6
Predicted Groundwater Flow Paths
Feet (U.S. SUW ]
z0 500 0
�x
r
.z
SEAL
2615�
LEGEND
DUKE
DRAWN BY: R. FALTA DATE: 05/15/2020
-•.uauaa.--
FIGURE 5
Clean water infiltration wells
\ ENERGY:
REVISED BY: DATE:
EXTRACTION WELL CAPTURE ZONE
CAROLINAS
CHECKED BY: A. ALBERT DATE: 05/28/2020
ANALYSIS
Extraction wells
APPROVED BY: A. ALBERT DATE: 05/28/2020
PROJECT MANAGER: A. ALBERT
DEMONSTRATION OF HYDRAULIC CONTROL
---- Compliance Boundary
`
FOR BELEWS CREEK COIs
Cap ture zone analysis
�
BELEWS CREEK STEAM STATION
extraction well path lines
synTerra
www.synterracorp.com
BELEWS CREEK, NORTH CAROLINA