Response to DEQ October 8, 2020 letter

Al_ Duke IKF Duke Energy
Environmental Services
410 S. Wilmington Street
ENERGY® Raleigh, NC 27601
Transmitted via email and USPS
October 22, 2020
Rick Bolich, L.G.
North Carolina Department of Environmental Quality
Division of Water Resources
512 North Salisbury Street
Raleigh, NC 27604
Subject: Response to Division of Environmental Quality's October 8, 2020 Letter
Dear Mr. Bolich:
This letter responds to the Department's request for information transmitted in the subject letter.
In that letter, you acknowledged receipt of the of the US Army Corps of Engineers jurisdictional
determination (JD) for the Riverbend site and noted that the determination expired on August
24, 2015. For clarity, Duke Energy has requested that determination be renewed by the US
Army Corps of Engineers and that action is currently pending. To reflect the status of this
determination, we have updated the list of State and Federal permits obtained or anticipated for
impoundment closure at Riverbend as requested. This is provided as Attachment 4 to this
letter.
Additionally, you requested that copies of any Jurisdictional Determinations for the Buck,
Allen and Marshall stations be provided to the staff at the Mooresville Regional office. The
following items are being provided to staff as requested as enclosures with this letter.
Buck: A Jurisdictional Determination was received on January 8, 2016. A
copy of that action along with the subsequent surveyed maps are enclosed
with this letter as Attachment 1.
Marshall: A Jurisdictional Determination was received on October 5, 2017.
A copy of that action along with the maps are enclosed with this letter as
Attachment 2.
Allen: There has not been a finalized Jurisdictional Determination received
for the Allen station. A request was submitted to the USACE in 2017. A
copy of the maps provided with that request are attached for reference as
Attachment 3.
www.duke-energy.com

If there are any questions about the attached JD documents, please let me know. If there are
questions about the updated list in Attachment 4, please contact Ms. Tyler Hardin at (980) 373-
5697.
Sincerely,
E. Shannon Langley
Principal Environmental Specialist
Enclosures
Cc: Duke Energy SME's/FileNet - via email
Richard Baker — via email
Jim Wells — via email
Paul Draovitch -via email
Chris Varner — via email
Corey Basinger, Regional Supervisor via email and USPS
DWR Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115

Attachment 1
Jurisdictional Determination documents for
Buck Steam Station

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2015-02029 County: Rowan U.S.G.S. Quad: NC-SALISBURY
Property Owner:
Address:
Telephone Number:
Size (acres)
Nearest Waterway
USGS hUC
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Duke Enerev - Environmental Services
Steve Cahoon
410 S Wilmin ton Street
Ralcieh, NC, 27601
919 546-7457
450 Nearest Town Spencer
Yadkin River River Basin Lower Yadkin
03040103 Coordinates Latitude:35.711029
Longitude:-80.379359
Location description: 155 Dukesville RoadSalisburv, NC 28146Rowan County
PIN#E6501001,600021,600029,600042,600025,600039, 650216 Duke Energy Carolinas'
Indicate Which of the Following A lv:
A. Preliminary Determination
Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area
. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part331). If you wish, you may request an approved JD (which maybe appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
J D.
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 ofthe Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property andior our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
X_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
Page I of 2

_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344)_ Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years From the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and. --or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Joyce Thames at 919-554-4884 x21 or
Jovee.A.ThamesO.usaee.arm .mil.
C. Basis For Determination: Site includes tributaries of the Yadkin River which floras to the Pee Dee River and on
to the Ationtie Ocean.
D. Remarks: Confirmed (fagged jurisdictional limits as defined by attached map by site inspection on December 1,
2015.
E. Attention USDA Program Participants
This del ineationldetermination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The deIineationldetermination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
R. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. Ifyou object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M 15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP
Should you decide to submit an RFA form, it must be received at the above address by March 8, 2016.
**It is not necessary to submit an RF form to the Division Office ' you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date: January 8, 2016
CC: Richard G. Harmon, 4021 Stirrup Creek Drive, Suite 100, Durham, NC 27703

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
litt:.'1rc'tllatot-%..us,ice5ul'yey.conll.

NO'I°lIk1ICAMION OF ADNI NISIERATI E APP.E. L,OPWONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Steve Cahoon
Duke Energy - Environmental
Services
File Number: SAW-2015-02029
Date: January 8, 2016
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an. administrative appeal of the above decision.
Additional information maybe found at htqi�:. www_usace.army.millMission.,/( ivilWorks!Regulator)-ProramandPerr.1its._a.q�)x or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized_ Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
C: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL, or OBJECTiIONS TO AN INIML PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
I iowever, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMA4-ION:
1 f you have questions regarding this decision andior the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Joyce Thames
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room I OM 15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi! pations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Joyce Thames,
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

(� DUKE
ENERGY.
August 18, 2017
Ms. Jean Gibby
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Subject: Duke Energy Carolinas, LLC
Buck Steam Station
Final Jurisdictional Determination Survey of Waters of the United States
Dear Ms.Gibby:
410 S Wilmington St.
Raleigh NC 27601
Duke Energy Carolinas, LLC has conducted extensive wetland delineation within the property owned at
the Buck Steam Station. Duke Energy is providing the Corps of Engineers, with final surveyed drawings
of the jurisdictional delineation, of Waters of the United States for the site located in Rowan county. If
needed an electronic copy of the survey plats can be provided to you. We request that you review and
approve the surveyed drawings as appropriate at your earliest convenience.
Please review the packets and if you have any questions or concerns, please contact me at (919) 546-
7457 or [e-mail].
Sincerely,
Steve Cahoon
Duke Energy - EHS-CCP
Permitting and Compliance
CC. Richard Baker, Duke Energy
Jeff Poupart, DWR

(� DUKE
ENERGY.
August 18, 2017
Ms. Jean Gibby
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Subject: Duke Energy Carolinas, LLC
Buck Steam Station
Final Jurisdictional Determination Survey of Waters of the United States
Dear Ms.Gibby:
410 S Wilmington St.
Raleigh NC 27601
Duke Energy Carolinas, LLC has conducted extensive wetland delineation within the property owned at
the Buck Steam Station. Duke Energy is providing the Corps of Engineers, with final surveyed drawings
of the jurisdictional delineation, of Waters of the United States for the site located in Rowan county. If
needed an electronic copy of the survey plats can be provided to you. We request that you review and
approve the surveyed drawings as appropriate at your earliest convenience.
Please review the packets and if you have any questions or concerns, please contact me at (919) 546-
7457 or [e-mail].
Sincerely,
Steve Cahoon
Duke Energy - EHS-CCP
Permitting and Compliance
CC. Richard Baker, Duke Energy
Jeff Poupart, DWR

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WETLANDS DELINEATION SURVEIL
for AIMEC FOSTER WHEELER
Pmpe/1y 91: DUKE ENERGY PROGRESS
DUKEY LLE ROAD, SALISEURY. NORTH CAROLINA
TAYLOR WISEMAN & TAYLOR
EHONEFRS 1 uxft?EYaRST ecEH115Ia
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GATEOFEURVET 07M16 CHECKEDSY CH SHEET 9117
F 7 7 r. 1 1. . 7- fY+- 1 e
Point
R
Point Table
Point /
Northing
Fasting
1024
713.i9,3 71
159107859
1015
713270.97
1590970.99
1076
713294.65
1590938.07
1027
711245.8E
1590872.45
1028
713171.80
1590B23 84
1029
7JJ049.80
1590812.38
lOJO
713001.17
1590789:40
1031
7T2957.B1
1590756[8B
1032
713410.r5
1591121.16
1033
71J470.01
1591121.4J
1034
77355513
1591102.24
1035
7136?.J 58
1591093.70
1D36
71J629.45
1591120.B1
1037
713659.86
1591101.36
103E
713723.76
1591127.98
1039
713366.71
1591182.62
7040
713351.10
1591223.63
1041
713J42.04
1591252.58
1042
713344.05
1591300.23
1043
713331.90
159I355.70
1044
713335.38
1591392.95
1045
712896 64
1590754.96
1046
712e90.78
1590741.92
1047
712863.12
159070518D
Point Table
Point
Northing
Eosfing
1D72
714260.72
159127p.98
1D73
71430T.11
1591304.97
1074
714340.ff0
1591279.31
7075
714414.97
1591306.77
]076
714473.65
1591312.56
J077
7I45I7.82
I591JOS.76
1p78
714552.28
1591312.31
1079
714429.8J
1591355.03
1080
714J9& 03
15913Q2.SB
lOBI
714477.14
15973Q0. B2

Pain t Table
Point /
Northing
Costing
1125
7158JZ96
1596136.94
1126
715873.26
1596146.54
1127
715901.J4
1596161.92
11J0
715937.63
1596170.77
11J1
715956.80
1596202.09
11J2
716023.68
1596223.06
1IJJ
716050.87
159624.10J
IIJ4
71606J.79
1596280,28
1135
p 716082.5J
1596284,89
11J6
716OJ4.26
1596308.12
1137
715999.02
15963IZ 02
1138
715976.5E
1596JJ2.16
1139
715981.23
1596345.64
1140
715968.35
1596J53 58
1141
715950. 52
15954O Z 29
1142
71589& 67
15964J2.80
114J
715170.59
1596276.08
1144
716097.7J
1596276.52
1145
71620.122
159528536
1146
716202.01
1596249.00
1147
7162J9.7J
1596247.52
1148
716269.J1
1596218.79
1149
716271.28
1596288.87
1150
716J13.9J
1596299.98
Paint Table
Point /
Northing
Casting
1151
716J70.57
1596280.02
1154
715341.57
1596295.64
1155
715287.34
1595217.01
1156
716885.44
1593560.35
1159
716914.20
159J54.1 68
1160
716917.22
1593525J5
1161
716993.00
159J463 14
1162
717017.28
1593449 74
116J
716959.15
159349JJ2
1154
717030.24
1593436.14
1165
717041.61
1593429 34
1166
717059.18
1593432.74
1167
717080.32
15934 f3 72
1168
717107.JO
159340244
1169
1717129.06
159J413.28
1170
717151.79
159J441.42
1171
717179.54
15934J1.42
1172
717195.14
1593420.J7
1173
717221.48
1593479.15
1174
717261.84
1593406.J1
1175
717277.85
159JJ85 51
1176
717J46.72
159JJ75.23
1177
717J7687
159J401.95
1178
717415.28
1593384.84
Point Table
Point
Northing
Casting
1179
717436.86
159341Q 92
1180
717472.70
159JJ92.28
1181
717492.65
159J405.65
1182
7176OL80
159J42561
1181
717415.11
159J400.68
1184
717J34.96
159J424.97
1185
717461.32
159348227
1186
717503 27
159J529.07
1787
7175J4.20
159J628.25
1188
717507.40
159364J.99
1189
717532.51
1593723 1J
1190
717543 14
159J801.OJ
1191
717589.17
f59J72&16
1192
71764& 19
159J7J7J8
1193
717631.26
159J596.J2
1194
777628.40
159J514.21
1196
717660.93
1593J62.80
1197
7176JS.95
1593083 96
1198
717617.90
1593046.26
1199
717586.14
1592967.28
1200
717522.77
1592882.10
1201
717597.20
1592902,J9
1202
717567.67
1592820.7J
120J
717515.J1
1592800.64
Point Table
Point /
Northing
Casting
1204
717515.37
1592654.22
1205
717510.54
1592596. J4
1206
717572.02
159246750
1207
71764J. 65
1592JO2 08
1208
7176OZ27
159224727
1209
717661.4J
159225952
1210
717553.25
1592JO1.26
1211
777600.05
1592200.OJ
1212
717547.62
1592205 50
1213
717671.88
1592154.86
1214
717552.72
1592333.32
1215
717132. J5
159JJ85 62
1216
717065.51
1593402.31
1217
717050.68
1593423 J8
1218
71731Z10
15934la32
1219
717279.19
1593411.10
1220
717240.98
159J444.25
1221
7172J599
159J419. J.2
1222
717202,J5
15934J8 54
122J
717144.53
159J453.17
1224
717084.71
159J445 75
1225
7170J1.50
1593474.26
1226
717030.80
1593456 0.6
1227
715566.59
1590754.08
Point Table
Point I
Northing
Casting
1228
715561.53
1590728.84
1229
715542.40
1590701.J8
1230
715531.05
15906OZ51
12J 1
715505.06
1590526.00
1232
715534.94
1590477.71
123J
715592.99
1590429.71
12J4
715624.32
1590416.67
1235
715702.57
159OJ8J.27
2000
711954.JJ
1590766.49
2001
711971.63
1590740.98
2002
712002.78
159070-172
200J
71204J.J9
1590652.37
2004
712064.98
15906IZ36
2005
712078.59
1590631.76
2006
71210593
1590607.68
2007
712108.62
1590595.IJ
2008
7121J2.95
1590579.56
2009
712152.00
1590554.61
2010
712126.82
1590537.79
2011
712099.95
1590515.59
2012
712067.12
159051J 78
201J
712062.74
1590504.27
2014
71204J.02
1590507.15
2015
711981.21
1590492.06
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Poin t Table
Paint {
Northing
Casting
2016
712005 03
159048& 06
2017
711972.50
1590489.48
2018
711946.04
1590514.49
2019
711918.57
1590530.08
2020
711899.04
1590529.25
2021
711889.11
1590526.06
2022
711878.98
15905J0.29
202J
711873 61
t590527.99
2024
711860.88
1590546.15
2025
711835 00
1590554.61
2026
711821.1J
159054992
2027
711794.85
1590559.94
2028
711776.81
1590550.46
2029
711750.39
1590549.19
20J0
711710.74
1590554.46
20J1
712192,11
1590528.68
20J2
7122J0.22
1590525.64
2033
712240.75
1590509.70
2034
712273.42
1590504.19
2035
712276.94
1590486.63
20JS
712272.85
1590451.96
20J7
712261.94
1590421.40
2038
712259.25
1590418.47
2039
712288.99
1590431.25
Point Table
Point #
Northing
Casting
2040
712299.19
1590464.40
2041
712331. 32
1590487. 46
2042
712344.56
1590501.J7
204J
712287..24
1590486.64
2044
712J01.92
1590501.66
2045
712JJ4.96
1590502.78
2046
712J63.04
1590509.59
2047
712395 J8
1590509.86
2048
712450.J0
1590517.88
2049
712490.82
1590525.14
2050
715014.96
15911J0.4J
2051
715243.42
15909J5.J1
2052
71547J.20
159082a 40
205J
715186.J1
1590974.84
2054
715150.05
1591019.75
2055
715133.28
1591068.4J
2056
715087.55
1591080.57
2057
715052.72
1591104.92
2058
714907.02
1591202.46
2059
714942.J4
159115581
2060
71484J.61
1591218.2J
2061
71477J.73
1591241. J7
2062
714687.62
1591291.66
2063
714694.34
1591251.55
Point Table
Point j
Northing
Casting
2064
714770.98
1591206,J8
2065
714756.94
159129J 64
2066
714766.40
1591J99.80
2067
714742.01
1591480.00
2058
714734.56
1591557 64
2069
714714.11
1591607.83
2070
714589.61
1591631.18
2071
714659.35
11591630.06
2072
714549.09
1591659.49
207J
714560.65
1591592.87
2074
71452Z 00
1591571.90
2075
7145J9.84
1591578, 99
2076
714500.74
1591581.88
2077
714482.46
1591494.96
2078
714534.49
7591491.61
2079
71451860
1591522.99
2080
714520.00
1591502 25
2081
714535.01
15915J4.72
2082
714519.63
1591477.24
208J
714448.J7
159141Z 69
2084
714517.95
1591J57.27
2085
71451J.25
1591412.44
2086
714544.68
1591365.2J
2087
714560.04
1591J50.50
Point Table
Point /
Northing
Casting
2088
714565.J0
1591J21.11
2069
714574.63
1591J07.92
2090
714501.86
1591297.85
2091
714645.99
1591279.46
2092
714669.66
1591J01.11
2093
714753 03
1591163.06
2094
714789.60
15911J7.82
2095
714802.J6
159115149
2096
714814.86
15911J6.5J
2097
714810.52
15911OL 90
2098
7148J1.59
1591103.86
2099
714840.11
1591082.2J
2100
714919 85
159106Z 78
2101
714952.99
1591067.57
2102
715029.5J
1591046.90
210J
7150J0.9J
1591014.67
2104
715077.87
1591001.7J
2105
715097.20
159100722
2106
1 71514J..64
1590931.62
2107
715162.56
1590.699.J8
2108
715245 67
1590840.99
2109
715299.34
1590831.41
2110
715J29.18
1590863.11
2111
1 715J60. 27
1159082116
Point Table
Point f
Northing
Fasting
2112
715J95.J1
1590815.06
2113
715409.2J
1590801.01
2114
7154J5.82
1590805.54
2115
715484.84
1590773..69
2116
715501.11
1590853.61
2117
715577.12
1590609.40
2118
715589.32
1590758 72
2122
715657.75
1590717.80
212J
715562.JJ
1590682.94
2124
715589.10
15907J3.J3
2125
71504J 14
15899J7.95
2126
715018.06
1589951, 60
2127
715058.46
1589947.65
2128
715107.28
1589929.47
2129
715146.9E
1589930.00
21JO
71516J.1J
1589928.72
21J1
715168.41
1589918 88
21J2
715186.81
1569915.39
2133
715187.00
158969J.40
21J4
71516311
1589879.71
21J5
715142.52
1589883.J8
21J6
715115,96
158986J 72
21J7
715161.J9
1589864.01
2138
713297.30
1595030.02
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Point noble
Point /
Northing
Fasting
21J9
71JJ14.13
1595038.62
2140
71J357.08
159504J.07
2141
71JJ22.80
1595060.06
2142
71JJJ9.12
1595048.79
214J
71J541.78
159428J.40
2144
71J520.69
15942J4.41
2145
71J485.JJ
1594195.64
2146
715085.46
1593559.41
2147
715038.78
1593595.04
2148
716420.56
1596177.72
2149
716495.54
1596170.99
2152
716364.12
159620& 66
2155
716272.63
1596241.98
2156
716.J02 65
1596242.11
2157
715877.14
1596422.05
2158
715854.71
159642J 76
2159
717656.86
1593165.86
2160
717669.13
159325J 31
2161
717672. J7
1593290. J3
2162
717295.71
159JJ15.O1
216J
717210.98
159JJ5J.18
2164
717316.99
1593325.92
2165
717359.64
1593367.29
2165
717394.57
15933B6.14
Paint Table
Point /
Northing
Fasting
2167
7174.J287
1593J96.41
2168
717419.J5
159JJ80.52
2169
717469.21
1593386.10
2170
717506.42
159J410. It
2171
717568.69
1593506.73
2173
717600.56
1593000.26
2174
717541.96
1592921.54
2175
717591.62
1592854.J9
2176
717514.98
1592754.60
2177
717521.80
1592726.4J
2178
717525 95
159255724
2179
717560.45
1592509.25
2180
717605.60
1592435.57
2181
717565.55
1592420.95
2182
717552.86
1592398.02
218J
717579.40
1592393.31
2184
71558Z07
1590769.2J
2185
715585.28
1590722 58
2185
1 715562.J7
1590695.25
2187
71552525
15905J1.90
2188
715549.04
1590599.85
2189
71555.138
1590496.24
Poin t Table
Point /
Northing
Eosting
9000
715716.49
1590267.26
9001
71571,196
159D378. 41
9002
715718.45
1590401.75
9003
715699.15
1590691.01
9004
71J26&02
1590975.80
9005
713192.57
1590930.05
9006
713178.08
1590921..J8
9007
717692.51
1592153.82
9008
717662.58
159J40&89
9009
71765J.J5
1593455 82
9010
715JBaJO
1589794.08
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Attachment 2
Jurisdictional Determination documents for
Marshall Steam Station

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2015-01412 County: Catawba U.S.G.S. Quad: Lake Norman North
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Duke Enerev Carolinas, LLC / Attn.: Steve Cahoon
Address: 410 S. Wilmington Street
Raleigh, NC 27601
Telephone Number: 919-546-7457
Size (acres): 1,400 Nearest Town: Sherrills Ford
Nearest Waterway: UTs Catawba River and UTs
Holdsclaw Creek Coordinates: 35.596922 N. 80.963458 W
River Basin/ HUC: Upper Catawba (03050101)
Location description: The project area is located on a tract of land (parcel IDs 4618 0494 5985, 4628 0106 6768, 4618
0296 2555, 4618 0286 7240, 4618 0286 3071, 4618 0285 0932, 4618 0275 7970, 4618 0275 5928, 4618 0276 3008, 4618 0276
1101, 4618 0266 8175, 4618 0257 1365, 4628 1700 0538, 4617 0899 5953, and 4617 0889 6509) known as Marshall Steam
Station at 8320 East NC Highway 150 Sherrills Ford, Catawba Count, North Carolina.
Indicate Which of the Following Annly:
A. Preliminary Determination
There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary ]D will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved ID, which is an
appealable action, by contacting the Corps district for further instruction.
_ There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an
effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, at the project area, which is
not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC
§ 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed rive years from the date of this notification.
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon

completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on October 5, 2017. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact David Brown at 828-
271-7980, ext. 4232 or [e-mail].
C. Basis for Determination:
See attached approved jurisdictional determination form.
D. Remarks:
The waters of the U.S. (WoUS), for the project area, were verified on -site by the Corps on November 3, 2015. The
attached Study Area Map, Figure 2, indicates the limits of the project area for this jurisdictional determination. WoUS for
the project area are as depicted on the attached Welland Delineation Survey on Property Known as Marshall Steam
Station, sheets 1-35, by McKim & Creed, signed by Randy S. Rambeau, Sr., NC PLS L-2520, on July 13, 2017.
NOTE: Lake Norman (an impoundment of WoUS) was not part of the study area. It should be noted this feature adjoins
the project area and is WoUS. Also, Sheets 18, 19, 20, and 21 note Stream 12 and Wetland I as "Jurisdictional Area is
Subject to Section 404 of the Clean Water Act (CWA). Jurisdictional Area is Designated an Effluent Channel Under 15A
NCAC .0228." Reference is made to the attached communications between the Corps and NC Division of Water
Resources on August 16, 2016 and October 19, 2016,
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The del ineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate
participation in USDA programs, you should request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. Ifyou object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will
find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. if you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1 OM 15
Atlanta, Georgia 30303-8801

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria
for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the
NAP. Should you decide to submit an RFA form, it must be received at the above address by December 4, 2017.
**lt is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.*
Corps Regulatory Official: �
David Brown
Issue Date of JD: Oct 5, 2017 Expiration Date: Five years from Issue Date
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete our Customer Satisfaction Survey, located online at
htro:llcornsmapu.usace.army.mil?cm apex/Pp=136:4:0.
Copy furnished:
AMEC Foster Wheeler, Richard Harmon, 4021 Stirrup Creek Drive, Suite 100, Durham, NC 27703

Blank Page

NOTIi ICATION OF ADMINISTRATM APPEAL OPTIONS AND PROCESS AND
:_ ;iQi7,E$T,I(�OR.APPEAL
Applicant: Duke Energy Carolinas, LLC / Attn.: Steve 77mer: SAW-2015-01412 Date: Oct 5, 2017
Cahoon
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SOC-71O' - The -following identi:Mes your rights and options regarding an administrative appeal of the above decision.
Additional information maybe found. at.http,,/www.usace.amy.mil/Missions/CivilWorks/RegulatoryPro&ramandPermits.aspx or
Corps regulations at 33 CFR Part 3311. _
A: INITIAL PROFFERED PERMIT: You may acceptor object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. if you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section it of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terns and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II -_REQUEST FOR APPEAL or OBJECTIONS TO AN 1N131AL PROFFERBD P,BRMU
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL, INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTTACTVOR OUE91111UNS OR. 'ORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: David Brown
CESAD-PDO
151 Patton Avenue, Room 208
U.S. Army Corps of Engineers, South Atlantic Division
Asheville, North Carolina 28801-5006
60 Forsyth Street, Room 10M 15
828-271-7980, ext. 4232
Atlanta, Georgia 30303-8801
Phone: [phone] _
_
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn.: David Brown, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

"THIS cER➢FlES THAT THIS COPY of THIS PLAT
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TEL-[phone] DATE MARCH 30. 2016 SCALE 7-.50'
F-1222 MOUNTAIN CREEK TOWNSHIP CATAWBA COUNTY NORTH CAROLINA

'THIS CERNM THAT TNIS COPY OF THIS PLAT ACCURATELY
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ON TINS DATE. UNLESS THERE 15 A CJIAHDE IN THE LAW OR DUR
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I-L07C39.4'
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DUKE ENERGY CAROUNAS LLC
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WETLAND DELINEATION SURVEY �� GT / . � -G059
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TEL [phone] DATE uARcH 34 2ms sCAt
F-1222 WOUNTNN CRF.EIf A7WiSHP CATAR9A COUNTY No,?TH CAROLINA
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-THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS 711E BOUNDARY OF TINE JUA1501CTION OF SECTION 4D4
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DUKE ENERGY CAROLINAS LLC
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LONGITUDE
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3377'1T.9•
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LONGITUDE
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3Y37'I&r
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OF-0130
211
337T'14.,V
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WE-0131
239
Yli7'i0.1•
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W-M38
230
3Ymae
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1F-0137
231
33ly7'Ta0'
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1/-M39
731
337717.0•
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29
=717.r
-WW41A•
1F 0174
234
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0-U133
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39�TI7d'
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217
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37'3n?.w
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w-054a
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257TIT.0
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W-ISM
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332"te
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W-OSu
213
35 a, 7.4'
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W-DS49
225
37'IF17A•
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MCIOM k CREED PT/ I
NC CMD(NAD83/11)
N 584252.76'
E 1416391,16'
MiCIOMI A CREED PTO 1
NC GRID(NAD83/11)
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357TI63-
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nvm ■ :.A'1A m OFR

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SLIEST : 15 OF 35
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RALEIGH, NC 27606
TEL [phone]
DATE: MARCH 30. 2016 SCALE 1 -50'
F-i222
MOUNTAIN CREEK TOWNSHIP CATAWBA COUNTY NORTH CARaINA
DWf> i :JOB FONDER

-TFa CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
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DUKE ENERGY CORPORATION
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DATE MARCH 30, 2016 SCALE 1--50'
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MDUNTAW CREEK TOIRNSHIP CATAWBA COUNTY NORTH CARO[1NA
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LONGITUDE
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740
mr37A'
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Pf-�11-901
249
3316'614'
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761
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416391.16' I
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ON THIS DATE UNLESS THERE IS A CHANCE 1N THE LAW OR OUR
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(NAME]
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TEL• [phone] DATE; MARCH 34 2016 SCALE
F-'1222 MOUNTAIN CRaX TOWNSHIP CATAWBA COUNTY NORTH CIIROLINA
DWG. I :
4082-0059
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VW701-4082DO59
23 OF 35

"THIS cEFMFMs THAT THIS COPY OF THIS PLAT ACCURATELY WETLAND "D D "
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DEPICTS THE BOLOMARY OF THE JURISDICTION UP SECTION 404
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DATE" W ACT AS
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407
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DRAWN BY : W h RL.
MARSHALL STEAM STATION HELD BK. CTO37
OWNm BY,COMP. FILE : MOT-402000
SHEET j : 24 OF 35
DUKE ENERGY CORPORATION
DATE MARCH 34 201E SCALE 1--50'
MOUNTAIN CREEK TOWNSHIP CATAWBA COUNTY NORTH CAROLINA DWG 0 : JOB FOLDER

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25 OF 35
TEL'(9T9)233-5D91
DATE. uAICH 30, 2016 SCALE I',50'
F-1222
MOUNTAIN CREEK TORTISHIP CATAWBA COUNTY NORTH CAROLINh
DING. i JOB FOLDER

'TH:S CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY STREAM i 3 N
MD
DEPICTS TSE BOUNDARY OF THE ASDICTIOH OF SECTOR ,0,
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED STREAM 18 ON THIS DAIS. U%USS THERE IS A TH CHANGE IN E LAW OR OUR
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47-30. AND IS NOT INTENDED FOR RECORDATION. DATES OF = y
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+ WETLAND/SIREAM RAG
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DUKE ENERGY CAROLINAS LLC
OB 2430, PG. 338
SCALE: 1" -50'
0 25 50 160 150
WF- SO- 013 STREAM j118
1851 --F. AVG. WADTH 74'
9; a�AFTJ
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SW7717
WETLAND DEUNEAWON SURVEY PIT CT / C 40a2-0059
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DINNED Sr
SUITE 500 SHEET ! : 26 OF 35
RALEIGH. NC 27606 DUKE ENERGY CORPORATION
TEL:[phone]D91 OA7E: MARCH 30• 201a SCALE 1'-50'
F-1222 MDL)NTAW CRM TOWNSHIP CATAWBA COUNTY NORTIT CAROLINA
DWG. : ,10H F-OLDER

STREAM 18
N
-THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCLIFIATELY G
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RALEIGH. NC 27606 DUKE ENERGY CORPORATION
TEL: [phone] DATE MARCH 30. 2018 SCALE 1-=50'
F-1222 MOUYTAfN CREEK 7DWNSNfP CATAWBA COUNTY NORTH CAROUNA
DWG. :JOB fOI.DER

-THIS CERTIFIEs THAT TIffi COPY OF THIS PLAT ACCURATELY
DEPIOTs IHE eoUNOARY of THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACr AS DETERMINED By THE UNDERSCRED WETLAND " 0 >,
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
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437
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LATITUDE
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440
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442
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LONGITUDE
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3577Y7.4r
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9F-D-24
442
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YIF-M-am
451
WF-C-12
452
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5114
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YIF-C-11
454
W
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+
456
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LONGITUDE
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443
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464
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3377'17.r
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411
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483
351mr
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419
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DEPICTS THE BOLWDARY OF TF_ JURISDICTION OF SECTION 404 WETLAND H
RATER ACT AS DETED BY THE UNDERSIGNED
OF THE CLEAN RERIJ2T
ON M DATE. UNLESS THERE IS A CHANCE IN THE LAW OR OUR
PUBLISHED REGULATIONS. THIS DETERMINATION OF SECTION 404
JURISDICTION MAY 9E RELIED UPON FOR A PERIOD NOT TO
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MARSHALL STEAM STATION
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COMP. FILE ; VMDI-40820059
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DUKE ENERGY CORPORATION
DATE: MARCH 39, 2016 SCALE ?'-SO*
MOUNTAIN CREAK TOWNSIRP CATAWBA COUNTY NORTH CAROLINA
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APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
'this form should be completed by following the instructions provided in Section IV of the JD Corm Instructional Guidebook_
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): Oct 5, 2017
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: CESAW-RG-A, SAW-2015-01412, Marshall Steam Station JD
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
Slate: NC Countylparish?borough: Catawba City_ Sherrills Ford
Center coordinates of site (latllong in degree decimal format)- Latitude & Longitude in Decimal Degrees: 35.596922 N, 80.963458 W
Universal Transverse Mercator:
Name of nearest waterbody: UTs Catawba River and UTs Holdsclaw Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Lake Norman (Catawba River)
Name of watershed or Hydrologic Unit Code (HUC): Upper Catawba (03050101)
® Check if map/diagram of review area and/or potential jurisdictional areas Ware available upon request.
0 Check if other sites (e.g., of1'site mitigation sites. disposal sites, etc...) are associated with this action and are recorded on a
different JD forth.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office(Desk) Determination. Date; October 5, 2017
® Cield Determination_ Datc(s). November 3, 2015
SECTION H: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are nd "navigable water.; of the 'S.' within Rivers and Harbors Act (RI -IA) jurisdiction (as defined by 33 CPR part 329) in the
review "area
Waters subject to the ebb and flow of the tide.
❑ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Arecr —waters ofthe U.S. " within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S, in review area (check all that apply):
❑ TNWs, including territorial seas
® Wetlands adjacent to TNWs
® Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs
❑ Non-RPWs that flow directly or indirectly into TNWs
® Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
[ffl Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
❑r Impoundments of jurisdictional waters
0 Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non -wetland waters: 9,999 linear feet; 1-6 width (ft) and/or acres.
Wetlands_ 7.37 acres.
c. Limits (boundaries) of jurisdiction based on:1987 Delineation.Manuii!
Elevation of established 01 iWM (if known)
2. Non -regulated waters/wetlands (check if applicable):;
❑ Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain_
Boxes checked below shall be supported by completing die appropriate sections in Section III below
1 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g , typically 3 months).
3 Supporting documentation is presented in Section III P_

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section 111.A.1 and Section III.D.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below,
1. TNW
Identify TNW:
Summarize rationale supporting. determination_
2. Wetlnnd adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent- 0.5 acres of wetlands are within the active floodplain of
Lake Norman (Catawba River), these wetlands have overland flow to the TNW and during high flows in the lake/river the
wetlands are inundated by the high flow. Wetland hydrology is enhanced with adjoining TNW via normal down gradient
flows and periods of high water.
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section HLBA for
the tributary, Section 111.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall.. inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
❑ Tributary flows through Pick 091 tributaries before entering INW.
Project waters are Pick List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick list aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries, Explain:
Identify flow route to TNWs:
Tributary stream order, if known:
' Note that the Instructional Guidebook contains additional information regarding swales. ditches, washes, and erosional features generally and in the and
West.
' Flow route can be described by identifying, e.g. tributary a. which flows through the review area, to flow into tributary b, which then flows into TNW

(b) General Tributary Characteristics (check all that annlvl:
Tributary is: ❑ Natural
❑ Artificial (man-made). Explain:
❑ Manipulated (man -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Piek I;ist.
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/%cover:
❑ Other. Explain:
Tributary condition/stability (e.g., highly eroding, sloughing banks). Explain:
Presence of run/rifflelpool complexes. Explain:
Tributary geometry: Pic L'is.
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: P�1E;is
Estimate average number of flow events in review arealyear: Pick Bisi
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick'Uht. Characteristics:
Subsurface flow: Piek . Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
❑ Bed and banks
❑ OHWM6 (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
the presence of litter and debris
❑ changes in the character of soil
❑
destruction of terrestrial vegetation
❑ shelving
❑
the presence of wrack line
❑ vegetation matted down, bent, or absent
❑
sediment sorting
❑ leaf litter disturbed or washed away
❑
scour
❑ sediment deposition
❑
multiple observed or predicted flow events
❑ water staining
❑
abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.7 Explain:
If factors other than the OI-IWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
El Fiigh Tide Line indicated by: ❑ Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation linesfchanges in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
(iv) Biological Characteristics. Channel supports (check all thnt apply):
❑ Riparian corridor. Characteristics (type, average width):
eA natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (c. g., where the stream temporarily flows underground, or where
the OIMM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break
'[bid.

❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings,
❑ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Nan-TNW;
Flow is: Pickii.id. Explain: — — -
Surface flow is: Piclt is#
Characteristics:
Subsurface flow: Eick-l5isf. Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain.
❑ Ecological connection. Explain-
❑ Separated by berm1barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick'Pst river miles from TNW.
Project waters are Pick -List aerial (straight) miles from TNW.
Flow is from: Pick List
Estimate approximate location of wetland as within the Pick List floodplain
(H) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width):
❑ Vegetation typelpercent cover. Explain:
❑ Habitat for;
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas_ Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatichvildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
Ali wetland(s) being considered in the cumulative analysis: Pick Lis(
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (YIN) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:

C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the now characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanas Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity ofthe TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D,.
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW (lows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF .JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
❑ TNWs: linear feet width (ft), Or, acres.
® Wetlands adjacent to TNWs: 0.5 acres.
2. RPWs that flow directly or indirectly into TNWs.
® Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: UTs Catawba River and UTs Holdsclaw Creek exhibits indicators of ordinary high water marks
(OHWM) including developed bed and bank, scour, presence of litter and debris, destruction of terrestrial vegetation,
sediment sorting and deposition, and leaf litter washed away. Some of the UTs Catawba River and UTs Holdsclaw
Creek are depicted as a solid blue line on the USGS 7.5 minute quadrangle map Lake Norman North and the most
current Natural Resource Conservation Service Soil Survey for Catawba County. Solid blue line features on these
mapping conventions typically represent perennial streams. Perennial now has been observed by Corps
representatives during visits to the Sherrills Ford, North Carolina vicinity.
❑ Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g,, typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
® Tributary waters: 9,999 linear feet 1-5 width (fl).
❑ Other non -wetland waters: acres.
Identify type(s) of waters:

3. Non-RPWso that now directly or indirectly into TNWs.
El Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
El Tributary waters: linear feet width (R).
❑ Other non -wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
® Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
® Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: Flows directly into associated tributary. Wetlands are contiguous to RPWs that flow
directly or indirectly into TNWs. Wetland hydrology is enhanced with abutting RPWs via normal down gradient
flows and periods of high water.
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section 111.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 6.87 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
❑ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area, acres_
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional_
0 Demonstrate that impoundment was created from "waters of the U.S.," or
Q Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
0 Demonstrate that water it isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE1 WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
0 which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑� from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
❑rt which arc or could be used for industrial purposes by industries in interstate commerce_
Fil Interstate isolated waters. Explain.
El Other factors. Explain:
Identify water body and summarize rationale supporting determinntion:
Provide estimates for jurisdictional waters in the review area (check all that apply)..
❑■ Tributary waters: linear feet width (fi).
Q Other non -wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
"See Footnote # 3.
y To complete the analysis refer to the key in Section III D 6 of the lnstructienal Guidebook.
1D Prior to asserting or declining CIVA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EIIA 110 for
review consistent with the process described in the Corps/EPA Memorandum Regarding CIVA Act Jurisdiction Fallalriab Rapanas.

F. NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
El Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "Sfl1s1NCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
0 Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
Q Non -wetland waters (i.e., rivers, streams): linear feet width (ft).
❑s Lakes/ponds: acres.
0 Other non -wetland waters: acres. List type of aquatic resource:
© Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Signifcanl Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
❑ Non -wetland waters (i.e., rivers, streams): linear feet, width (ft).
[—� Lakes/ponds: acres.
❑� Other non -wetland waters: acres. List type of aquatic resource:
❑r Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: AMEC Foster Wheeler
® Data sheets prepared/submitted by or on behalf of the applicant/consultant. AMEC Foster Wheeler
0 Office concurs with data sheets/delineation report. With corrections based upon field verification of Nov. 3, 2015
❑ Office does not concur with data sheets/dclineation report.
❑ Data sheets prepared by the Corps:
Cj Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas;
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name; Lake Norman North.
® USDA Natural Resources Conservation Service Soil Survey. Citation: Catawba County, NC.
❑ National wetlands inventory map(s). Cite name;
❑ State/Local wetland inventory map(s):
® FEMA/FIRM maps: Panel 4618, Map No. 3710461800J, Effective Date Sep. 5, 2007, Panel 4617, Map No. 3710461700K,
Effective Date Mar. 18, 2008; and Panel 4628, Map No. 3710462800K, Effective Date Mar. 18, 2008
❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs: 0 Aerial (Name & Date):Google Earth Pro Oct. 2016, Jun. 2015, Oct. 2014, Nov. 2013, Apr. 2010, May 2009,
Jun. 2006, Feb. 2004, Mar. 1998, nod Jan 1991.
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Applicable/supporting case law:
Applicable/supporting scientific literature:
❑ Other information (please specify);
B. ADDITIONAL COMMENTS TO SUPPORT JD: The project area contains wetlands as determined by the 1987 Corps of Engineers
Wetland Delineation Manual and the Regional Supplement to the Corps of 1ngineers Wetlands Delineation Manual: Eastern Mountain and
Piedmont Region (version 2.0). These wetlands are adjacent to stream channels located in the project area that exhibit indicators of ordinary
high water marks. Some of the streams are blue line features on the USGS 7.5 minute topographic quadrangle map. The stream channels in
the project area are UTs Catawba River and UTs Holdsclaw Creek, The UTs Holdsclaw Creek flow into Holdsclaw Creek, %%hich flo+vs into
the Catawba River (Lake Norman), a traditional navigable water (TNW) and a Section 10 water at the Mountain Island Lake dam in
Mecklenburg County, NC. UTs Catawba River flow into the Catawba River (Lake Norman)_ The Catawba River joins the Santee Cooper
River in South Carolina before entering the Atlantic Ocean.

Attachment 3
Jurisdictional Determination documents for
Allen Steam Station

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"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
o
.90gT
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
a
�fL�
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
�a10
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 (�
o
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
PLANT ALLEN ROAD
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
�'I�J
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
0
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL." �
(NAME)----------------����� --- J .
AR
(TI TLE)------------------ -------
�flP
SITE
REESE-WILSON ROAD
(DATE)----------------
I, RANDY S. RAMBEAU, SR., PLS L-2520, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2016 AND 02/02/2016.
RANDY S. RAdBEAU SR., PLS L-2520
o
� SEAL �
70 L-2520
co
5lIR����Q"
S M�
CA�p�
5510 k<
SCALE: 1 " = 100'
1%m -
0 50 100 200
VICINITY MAP
NOT TO SCALE
N /F
:E ENERGY
2PORATION
681 PG 586
3592875790
WETLAND DELINEATION SURVEY
PROJECT #
4082-0058
V
� / qK &Cl=
ON PROPERTY KNOWN AS:
PROD. N B
DRAWN BY
RSR
JSS
1N1�'1Vlbl
ALLEN STEAM STATION
FIELD BK.
R10 R1004
1730 VARSITY DRIVE
OWNED BY.
COMP. FILE
SHEET #
: VF101-40820058
4 OF 12
SUITE 500
DUKE ENERGY CORPORATION
RALEIGH, NC 27606
TEL: [phone]
DATE: FEBRUARY 02, 2016 SCALE 1 "=100'
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG. #
J08 FOLDER

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Attachment 4
Updated list of State or Federal permits
obtained or anticipated for impoundment
closure at Riverbend

List of all State or Federal permits obtained or anticipated for impoundment
closure
MEDIA1
COMMENTS
DATE
NPDES Industrial
NCDEQ issued the ISW permit
Stormwater (ISW)
May 15, 2015
May 15, 2015. SPPP
Permit
implementation date
Water
was November 15, 2015.
NPDES Wastewater
Q1 2016
Permit became effective December 1,
Permit — Major
(Modified by SOC
2016.
Modification
in Q4 2016)
Jurisdictional
There are no identified jurisdictional
Wetland and Stream
wetland/stream impacts. A Jurisdictional
Impacts / 404
N/A
Determination (JD) was issued on
Permitting
August 24, 2015 and expired on August
and 401 WQC
24, 2020. A Jurisdictional Review
Wetland Re -Validation Request package
was submitted to the U.S. Army Corps
of Engineers on October 9, 2020 to
obtain a JD renewal.
Intermediate Dam
Submitted May 31, 2016.
Decommissioning
June 16, 2016
Received approval June 16, 2016.
Request Approval
Decommissioning completed
March 13, 2017.
Primary Dam
Submitted May 8, 2017.
Modification Request
Received approval August 3, 2017.
Dam Safety
Approval
August 3, 2017
Modification completed March 3, 2018.
Primary and
Resubmitted May 29, 2018.
Secondary Dam
Received approval June 7, 2018.
Decommissioning
June 7, 2018
Decommissioning is currently in
Request Approval
progress.
Mine reclamation
Waste
Individual Structural
October 15, 2015
owner/operator obtained
Fill Permit
(Permit to Operate)
an Individual Structural Fill Permit
pursuant to N.C.G.S. § 130A-309.219.
Original permit received
Duke Energy
Water Conveyance
August 2, 2016
April 7, 2016. Amended permit for
Lake Services
Permit
revised quantities received August 2,
2016.