Duke Approval Package

Duke Energy
8645 Trade Street
DUKE Leland, 28451
910-772-4-4903
ENERGY, Billmilder(a)duke-energy.com
March 25, 2022
Nutrien
Attn: Tyler Cvetan
1530 NC Hwy 306 South
Aurora, NC 27806
252-322-8141 and 252-402-9064 Cell
TVler.cvetan(a).nutrien.com
Re: Duke Energy Transmission Line Easement Plan Review Conditional Approval
Project: Nutrien — Mine Services Infrastructure Crossings Road and Under Ground Pipes
Line: Aurora —Aurora 230kV White Feeder, OL171A, Structure 10-11
Aurora —Aurora 230kV Black Feeder, OL171 B, Structure 10-11
Dear Tyler,
This office has reviewed the proposed "Nutrien" plans (attached separately via email) and referred to
herein as Attachment "A". We find the plans as shown on the referenced drawings to be acceptable and in
compliance with the attached Use Guidelines for Encroachments involving Transmission Easements.
Therefore Duke Energy Transmission ("DET") approves the referenced plans, insofar as its transmission
easement rights are concerned, subject to the conditions detailed below. If this project construction has not
commenced by a period of 12 months from the date of this letter, this approval by DET shall expire, and
additional plan review will be required by DET at that time.
In summary, the following details DET's comments:
• No stockpiling or storage of materials, dirt, or equipment of any kind is permitted within the DET
easement area, nor may any combustible materials be placed within the easement area.
• Contractors operating any and all equipment should be instructed not to operate within 25' of the poles,
towers, or other electrical structures including guy anchors. All slopes shall be 4:1 or less. No spoil dirt is
to be placed within the easement limits unless previously approved by DET.
• Any proposed easements must not cross closer than 25' to DET's electrical structures including, but not
limited to poles, towers, and guy anchors.
• All underground facilities, such as, but not limited to, storm water pipes and domestic water line pipes,
must be capable of a heavy equipment load bearing weight of 80,000 lbs. DET will not be responsible
for damages to these installed facilities. No irrigation systems are signs allowed.
• Any damage to the transmission line or its associated structures, related to this project, and/or claims
due to the damage, is the responsibility of the developer/owner.
• Any vegetation within or outside of the transmission easement that will pose a grow-in, fall-in, or blowing
together threat (typical maximum mature height greater than 15' within the transmission easement
depending up voltage), limit or block access, limit the safe and reliable operation, emergency restoration,
or maintenance of the transmission facilities, or limit the full use of the easement for its intended
1

purposes, is incompatible with the high voltage transmission power lines and therefore could be subject
to removal by DET.
• All plats, plans, renderings and representations of lots, parcels, designated spaces and/or designated
areas having and including area within a Duke Energy easement cannot represent, with setbacks or
other means, buildable areas(s) within a Duke Energy easement.
• This approval by DET is subject to the paramount right of DET at all times to make use of its entire
easement area for the construction, maintenance, reconstruction, and operation of electric lines.
• This letter only addresses issues related to DET's transmission line easement. Additional easements,
approvals, or permits from the underlying property owner(s) or other applicable agencies may be
required in order for you to proceed with this project .
DET also offers these additional comments to ensure that other potential conflicts are not created during or
after construction:
• If there are design changes to any drawings that involve the transmission easements, DET must review
the changes for compliance with the Use Guidelines for Encroachments involving Transmission
Easements.
• Proper clearances must be maintained at all times. If any transmission line modification by DET is
required to maintain proper clearances, the cost will be the responsibility of the developer/owner. Any
such line modifications must be approved and scheduled, through DET well in advance of the project
start date.
• All current and future property owners are required to adhere to the most current version of the DET
transmission right-of-way guidelines and restrictions. (attached separately via email)
• DET heavy equipment access must not be restricted during construction of this project due to grading or
any other activity.
• Please contact me prior to the start of this project to attend any pre-construction meetings.
• Underground Utilities with cathodic protection will require a study of anodic interference on existing DET
structures. The developer / owner is responsible for any required remediation as determined by DET.
This study shall be provided at no cost to DET for their review and acceptance before a Final Approval
shall be issued by DET. This study must be submitted to DET prior to the commissioning of the
Underground Utilities.
In not objecting to the use of the transmission easement for use as shown on the drawings, DET is
not relinquishing the right to control and maintain the rights-of-way as specified in the recorded easement
documents. Any damages to the transmission lines or its associated structures, and claims caused by the
damage, is the responsibility of the developer/contractor/owner. It is the responsibility of the
developer/contractor/owner to ensure that all work performed in the proximity of the transmission lines
complies with all applicable laws and regulations, including but not limited to the National Electric Safety
Code ("NESC"), the Overhead High-Voltage Line Safety Act ("OHVLSA"), and the Occupational Safety and
Health Act ("OSHA"), and that all persons working near the electric power lines are made aware of the
inherent safety hazards associated with these lines.
Please note that this approval is based in part on the accuracy of the information you have supplied
on the site plans (Attachment A). You are responsible for indicating the correct location of the DET right of
way and its associated electrical structures along with the correct width of the DET easement limits.
Thank you for the opportunity to work with you on this project. If you have any questions, please feel
free to contact me at 910-772-4903.
2

Sincerely,
f�� �A
Bill Wilder
Asset Protection Specialist II
Transmission Right of Way
Attachments: Attachment "A" - Site Plans
Duke Energy Transmission Right-of-Way Guidelines & Restrictions
Duke Energy "Look Up & Live" Brochure
Cc: William Hunter Duke Energy
Brian Parker Duke Energy
Nick Norris Duke Energy
Matthew Schuckenbrock Nutrien
Matthew.schuckenbrock(anutrien.com
Attachment "A"
The following plans were submitted to Duke Energy — Transmission Line —Asset Protection and reviewed
by both Asset Protection and Transmission Line Engineering for this APPROVAL PACKAGE to be issued.
Plans prepared by JACOBS Engineering and under engineering seal of Zachary Zolvinski, PE (NC License
035598) including the following.
1. Plan entitled, "MINE SERVICES INFRASTRUCTURE CROSSINGS NORFOLK SOUTHERN &
DUKE ENERGY ROW CROSSINGS 42" PROCESS WATER ENCASEMENT PLAN & PROFILES",
dated 3/9/2022, Drawing Number 17MB0938-C1027-102
2. Plan entitled, "MINE SERVICES INFRASTRUCTURE CROSSINGS NORFOLK SOUTHER &
DUKE ENERGY ROW CROSSINGS 42" ORE WATER STEEL ENCASEMENT PLAN &
PROFILES", dated 3/9/2022, Drawing Number 17MB0938-C1027-103
3. Plan entitled, "MINE SERVICES INFRASTRUCRURE CROSSINGS NORFOLK SOUTHERN &
DUKE ENERGY ROW CROSSINGS 48" WATER STEEL ENCASEMENT PLAN & PROFILES",
dated 2/23/2022, Drawing Number 17MB0938-C1027-101
4. Plan entitled, "MINE SERVICES INFRASTRUCTURE CROSSINGS NORFOLK SOUTHERN &
DUKE ENERGY ROW CROSSINGS UTILITY PLAN, dated 3/9/2022, Drawing Number 17MB0938-
C1024-101
Duke Energy Plan & Profiles
Plan entitled, "AURORA B/W 230kV CROSSING SITE PLAN VIEW, dated 3/10/2022, Drawing Number
DWG1A, prepared by Nutrien.
Plan entitled, "AURORA 230kV FEEDER LINES PROPOSED ROAD CROSSING, dated 3/9/2022, Drawing
1, prepared by Nutrien
3

STA 10 STA 11
1 IT
IT
• 15
MAXIMUM LINE SAG: EL65
20.0 FT
OSHA MINIMUM APPROACH - EL45
10.0 FT
TOP OF LOAD: EL35.0
0 0 0 30.0 FT
20.0 FT
0
15.0 FT
HAUL ROAD - EL15
NOTES APPROVALS DATE NUTRIEN -AURORA
DRAWING APPROXIMATES ROAD CROSSING UNDER STR 10 AND 11 ON WHITE AND BLACK FEEDER LINES. •
DRAWN TJC 3/9/22 ' lutrien
TM 1530 NC HWY 306S
ELEVATIONS APPROXIMATED FROM DUKE PROVIDED DRAWING CT-61171A AURORA - AURORA PCS 230KV
WHITE FEEDER PLAN AND PROFILE. CHECKED - 1/l/2015 AURORA NC, 27806
TRUCK SHOWN IS CAT 777 THAT WOULD BE THE LARGEST ANTICIPATED TRUCK TO CROSS UNDER LINES. APPROVED - 1/l/2015 RICHLAND TOWNSHIP BEAUFORT COUNTY NORTH CAROLINA
NUTRIEN WILL PLACE SIGN AT CROSSING STATING "OVERHEAD POWER CROSSING - 30 FT MAX HEIGHT". TITLE
AURORA 230 KV FEEDER LINES
PROPOSED ROAD CROSSING
DATE DWG NO REV
3/9/2022 DWG 1 0
SCALE COORD SYSTEM
GRAPHIC NAD 1983 NORTH CAROLINA STATE PLANE
SIZE DWG FILE
C MINING-TRUCK-CATERPILLAR-785C.DWG

DRAWING No. \
17MB0938-C1027-102
III II �
P2N
10+0 10+ 0, 11+00_ '� ,11 50 \I\\�o \ 12+0 ` 12+50 13+00 13+47
10+00 10 0 11+00 11 50 12+0 12' - 13+00 13+47
LAUNCH \ \\ \\\\\\ \ RECEIVING
1 I P1 N PIT \ I OI PIT
� I I � .00s1
-L2
O 0 Z N
\ \ 'p ' 15.00' O
42" PROCESS WATER STEEL ENCASEMENT PIPES - PLAN VIEW
25 0 25
§ c? , 1--
p 00 orl-
p
w LU I � Jr� 0� Iw Iw
w LU � � � u cn w w
Q I
0 o c~i� w � o 0
20 133.6' 30.8' 30. 103.9' 20
14.4' 14.4'
EXISTING PIPE XING
GRADE I MARKER PIPE XING
THEORETICAL RAILROAD AT R.O.W. MARKER
EMBANKMENT LINE 2HAV AT R.O.W. tHEORETICAL RAILROAD
MBANKMENT LINE 2HAV
\15 FUTURE FINISHED 13' LONG X 27'WIDE RECEIVING BORE PIT 15
GRADE
2.5:1 SLOPE
37' LONGX27'
WIDE LAUNCH r� I I 42" STEEL ENCASEMENT PIPE
BORE PIT I 120.0 LF @ 0.70%
(INSTALL BY BORE &JACK)
10 42" STEEL ENCASEMENT PIPE 10
' 2 I 80.0 LF @ 0.70%
42 STEEL ENCASEMENT PIPE I (INSTALL BY TRENCH)
FUTURE I
FINISHED 100.0 LF @ 0.70% FUTURE FINISHED GRADE
GRADE (INSTALL BY TRENCH) 2.5:1 SLOPE
I
5 N 5
O FUTURE
o FINISHED GRADE
o
+ 5 1
O� w I CD co O0 00pco O NONCfl I NC)
rn `o C° `'`° o rn o rn CD CARRIER PIPE:
Q > + CD N CD M
U) Qow � wrw m5 cO + � � � + > 28" DIA, HDPE
Z J rJ � J + w Nw Nw c� W
0 QLU Q W W J � J'�LU J w O
9+50 10+00 m 11+0 c~n m z 2 12+00 z m m 2 13+00 z ) 2 14+00
co _ 0 0
42" PROCESS WATER STEEL ENCASEMENT PIPE #1 (Pl N) - PROFILE VIEW.
25 25
I— § � § I I— I—
O oLAOc O 2
wI w I0 + Qo � Iw Iw
CO n II Z Y I Y Q I Z U) W � I Q
133.6' 103.9'
20 20
30.7' 30. '
EXISTING PIPE XING 14.4' 14.4'
MARKER PIPE XING
GRADE AT R.O.W. _ I I MARKER THEORETICAL RAILROAD
AT R.O.W. I EMBANKMENT LINE 2H:1V
FUTURE FINISHED 13' LONG X 27'WIDE
15 GRADE — / RECEIVING BORE PIT 15 E PLAN PREPARED BY OUTSIDE PARTY-SUBMITTED TO NS D&C FOR REVIEW.
❑ PLAN PREPARED BY NS D&C USING INFORMATION PROVIDED BY OTHERS.
2.5:1 SLOPE I ' ❑ PRELIMINARY PLAN- APPROVED BY NS TRANSPORTATION ON:
❑ APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS D&C ON:
THEORETICAL RAILROAD
37' LONG X 27' I EMBANKMENT LINE 2H:1V ' �? I I 42" STEEL ENCASEMENT PIPE �' SOUTHERN
O
WIDE LAUNCH " 0 120.0 LF @ 0.70% PROFILE LEGEND SRN
BORE PIT (INSTALL BY BORE &JACK) NORFOLK SOUTHERN RAILWAY CO.
10 42" STEEL ENCASEMENT PIPE— 10 BP ELEV: X.XX BORE PIT ELEVATION OWNING COMPANY
FUTURE ' 20 Q \ 80.0 LF 0.70% OPERATING DIVISION
FINISHED @ INV ELEV: X.XX PIPE INVERT ELEVATION OFFlCE OF THE CHIEF ENGINEER- DESIGN AND CONSTRUCTION-ATLANTA, GA.
REV BY DATE DESCRIPTION
42"STEEL ENCASEMENT PIPE I INSTALL BY TRENCH) T.O.R. TOP OF RAIL
GRADE
100.0 LF @ 0.70% REVIEWED BY OCA71ON FUTURE FINISHED GRADE T.O.B. TOP OF BALLAST
(INSTALL BY TRENCH) 2.5:1 SLOPE PID/ TLE
I I FUTURE STEEL ENCASEMENT PIPE, TRENCH
vRN
5 FINISHED GRADE 5
VAL SEC MAP FlLE RAVING NUMBER
/, STEEL ENCASEMENT PIPE, BORE &JACK MILE POST DATE
o
(0 I 2� N O o I 2 1 ISEAL
L6 N O CO 00cc 00 O
o w (q � Lo ML6 � rnI C) CARRIER PIPE:
� � + � 4w + > � MN 00N Vice) 28" DIA, HDPE 4
w o w J -i N w + > + + ® DR. H. BANKS DATE 01/21/22
0 ~ Z W Qw w � LU � w_� J MLU 0
� -
� a U) 00 U) > Qw Qw QLU � w DSGN. H. BANKS
9+50 10+00 v) 00 11+0 Z 12+00 w z m m 13+00 > 14+00
z 0 40' 80' 120' 111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA CK. Z. ZOLVINSKI
0 Ph: 919.859.5000 FAX: [phone]
42" PROCESS WATER STEEL ENCASEMENT PIPE #2 P 2 N - P RO F I L E V I E W HORIZONTAL SCALE:1"=40' VERTICAL NORTH CAROLINA ENGINEERING FIRM LICENSE N0. F-0287 DL Z. ZOLVINSKI JOB N0. 17MB0938
SCALE:1"=4' NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-CI027-102.DWG
DRAWN REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE
H, BANKS JOB NO. 01/21/22
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKIu en 17MB0938 AS NOTED
2 03-09-22 ISSUE FOR CONSTRUCTION LR zz zz CH NORFOLK SOUTHERN & DUKE ENERGY ROW CROSSING
1 02-23-22 ISSUE FOR CONSTRUCTION LR ZZ ZZ CH APPROVED
Z. ZOLVINSKI TM 42" PROCESS WATER ENCASEMENT PLAN & PROFILES DRAWING NO.
0 01-21-22 ISSUE FOR CONSTRUCTION HB ZZ ZZ CH APPROVED Feedin the Future
NO. DATE ISSUE / REVISION BY CHK. APP. APP. 11 C. HEAKINS 17MB0938-C1027-102

17MB0 38-CIO27-103 � �� ��
\ 1 \ 03N � ' �`A' ` \ - v I
\1 O
10+00 1 `\ 10+50 I I -11+00- 11 50 1\ \\1\2\01 _12+50 ` 13+00 13+47
2 1 00 I1. -11.
50 11 00 11 50 1 1 00 12 50 13+00.- 1 3FF47
101+00 T 101+50 111+00 11 50 12}�0 _12 50- 131+00.- 131+47
I 02N 1 l �' RECEIVING
1 l = 01N = 7�1 1 \ \\\I PIT
�I' I FA � / ` � � � III \\\ \ - - -
II I I \� l LAUNCH ` I OI 1\ \ \ \\ \
II I oo rl
PIT O \ oosl
_L2
� / / � / ;. � �� °� \ ILI
/
/\ 15 00'�91
bl G O °
AO' �� \\ \\ •GG
42" ORE STEEL ENCASEMENT PIPES - PLAN VIEW
25 Co 25
25 25 L"
Lzj I,-
01 l ai � I II
I °�z °�Q° � II �z I W❑ IIwlp § I w w
�' 0 �U) C/) 00 °
+ � w co w w
Y100 0! O Y I
0 � x0 ❑ ❑ 134.0' 103.7'
U) W I­_ � w w�❑
133.5' 103.8'
20 20
20 20 30.9' 30.3'
PIPE XING 30.8' 30. 14.4' 14.4'
EXISTING MARKER 14.4' 14.- PIPE XING I 37' LONG X 21' EXGRA EI PIPE XING I I THEORETICAL RAILROAD
GRADE AT R.O.W. I I MARKER I WIDE LAUNCH I MARKER PIPE XING I EMBANKMENT LINE 2H:1V
BORE PIT /� AT R.O.W. MARKER
AT R.O.W. I / '
AT R.O.W. 13' LONG X 21' WIDE
13' LONG X 27'WIDE 15 FUTURE FINISHED RECEIVING BORE PIT - 15
15 FUTURE FINISHED RECEIVING BORE PIT 15 GRADE
2.5:1 SLOPE
GRADE
2.5:1 SLOPE / I THEORETICAL RAILROAD
o THEORETICAL RAILROAD I I ' I 42" STEEL ENCASEMENT PIPE
EMBANKMENT LINE 2H:1V / I 2120.0 LF @ 0.70%
37' LONG X 27' I I I I EMBANKMENT LINE 2H:1V
WIDE LAUNCH 42" STEEL ENCASEMENT PIPE THEORETICAL RAILROAD (INSTALL BY BORE &JACK)
0 10 EMBANKMENT LINE 2H:1V ` 10
BORE PIT _ 120.0 LF @ 0.70/o ' M 42" STEEL ENCASEMENT PIPE
10 - (INSTALL BY BORE &JACK) 10 I ' 20V�v
' M 2 2 I I 80.0 LF @ 0.70%
FUTURE Q 42 STEEL ENCASEMENT PIPE FUTURE 42 TEEL ENCASEMENT PIPE I (INSTALL BY TRENCH)
FINISHED 80.0 LF @ 0.70% FINISHED 100.0 LF @ 0.70%
GRADE 42"STEEL ENCASEMENT PIPE I 100.0 LF @ 0.70% TRENCH(INSTALL BY TRENCH) GRADE /(INSTALL BY FUTURE FINISHED GRADE
) \
(INSTALL BY TRENCH) \ FUTURE FINISHED GRADE 2.5:1 SLOPE_
_ 2.5:1 SLOPE 5 1 5
5 1 1 5 00 LO FUTURE
0 FUTURE m > I I I I � FINISHED GRADE
U-, Lfl �� FINISHED GRADE +o w LO 0 0
c5LO I 20 I I I I � Oq
w I � � M00 "' � I �oo aoc� 00 I coo
+ > � � � � � � � co cow Q > + (6 o6 on o? � '0 Ln rn � � CARRIER PIPE:
o W I `r' a' � co "' ~ � > � W � W �, `r' coc'j � `' 20" DIA, STEEL
rw � M � � cfl � I 0ri � rn LO 0) I co "' CARRIER PIPE: cnz Z2 ow � > J `+° � + � OWN � �
> o w w + > co ci N + 20" DIA, STEEL p Q w - C14w
Q > Uj
> W Q Q W w J J O
� Z � J � J � w - w + � Nw � J � m HO_ � Z W QLU �j LLI
0 Q LU Q W Q W Q 9 50 10+00 Q) m 11+00 Q 12+00 > a 13+00 > 14+00
W N � W- O + (A _ Q Q Q
9+50 10+00 v~i m 11 0� m ? 12+00 z Q w a 13+00 z 14+00 Q 2 z cn m m z
Q Q Q cm 2 co co Q
42" ORE STEEL ENCASEMENT PIPE #1 (01 N - PROFILE VIEW 42" ORE STEEL ENCASEMENT PIPE #3 (03N) - PROFILE VIEW.
25 25
g � �Iti 2 2
co
rn � CO
W I Y IU) < � II DIY IY
❑ I ❑ Iz c~i� w ° z ❑ I ❑
20 133.9' 103.6' 20
EXISTING 30.9' 30.3
PIPE XING 14.4' 14.4'
GRADE I PIPE XING
MARKER I
37 LONG X 21 WIDE I AT R.O.W. 6,
MARKER AT LONG X 21'WIDE
LAUNCH BORE PIT AT R.O.W. I RECEIVING BORE PIT
I
15 I FUTURE FINISHED 15 E PLAN PREPARED BY OUTSIDE PARTY-SUBMITTED TO NS D&C FOR REVIEW.
GRADE ❑ PLAN PREPARED BY NS D&C USING INFORMATION PROVIDED BY OTHERS.
2.5:1 SLOPE / �-
❑ PRELIMINARY PLAN- APPROVED BY NS TRANSPORTATION ON:
❑ APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS D&C ON:
THEORETICAL RAILROAD
I THEORETICAL RAILROAD I ' EMBANKMENT LINE 2H:iV 42" STEEL ENCASEMENT PIPE NORFOLK
EMBANKMENT LINE 2H:1V 2 120.0 LF @ 0.70% PROFILE LEGEND
I SOUTHERN
- I (INSTALL BY BORE & JACK)
10 1 10
BP ELEV: X.XX BORE PIT ELEVATION NORFOLK SOUTHERN RAILWAY CO.
"42 STEEL ENCASEMENT PIPE OWNING COMPANY
FUTURE ' Q I ` 80. .7 o INV ELEV: X.XX PIPE INVERT ELEVATION
M
TOP OF RAIL OFFICE OF THE CHIEF ENGINEER- DESIGN AND CONSTRUCnON-AILANTA, GA.
@ OPERATING DIVISION
FINISHED 42"STEEL ENCASEMENT PIPE I (INSTALL BY TRENCH) T.O.R. REV BY DATE DEscRIPnaN
GRADE 100.0 LF o T.O.B. TOP OF BALLAST
(INSTALL BY TRENCH) FUTURE FINISHED GRADE 4 REVIEWED BY acnnoN
2.5:1 SLOPE STEEL ENCASEMENT PIPE, TRENCH
7j-��' PID/ TLE
5 N 0 FUTURE 5 /, STEEL ENCASEMENT PIPE, BORE & JACK �"
VAL SEC MAP FILE RAVANG NUMBER
LO _ FINISHED GRADE MILE POST DATE
+ > I o o ' I cfl I 0 40' 80' 120'
of mco � o '6 (6o' 'tCD It ( � CD 0 SEAL
SCALE:1"=4'
> I > °�° + > ' I I > m c0�. a�i N I cy) CARRIER PIPE: HORIZONTAL SCALE:1"=40' VERTICAL
� z Q o J + w - w � J N � N � + > 20" DIA, STEEL
Q W -i Q W J J I J
> Q p
0 W Q W z � > w w W ® DR. H. BANKS DATE 01/21/22
9+50 10+00 CO ci m 11+00 Q 12+00 ? m ci m 13+00 Z 14+00 DSGN. H. BANKS
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA CK. Z. ZOLVINSKI
42" ORE STEEL ENCASEMENT PIPE #2 (02N) - PROFILE VIEW NO 919CARO N FAX: 919G FIRM
NORTH CAROLINA ENGINEERING FIRM LICENSE N0. F-0287 DL Z. ZOLVINSKI JOB N0. 17MB0938
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-C1027-103.DWG
DRAWN REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE
H. BANKS JOB NO. 01/21/22
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKIu en 17MB0938 AS NOTED
2 03-09-22 ISSUE FOR CONSTRUCTION LR I zz zz CH I NORFOLK SOUTHERN & DUKE ENERGY ROW CROSSING
1 02-23-22 ISSUE FOR CONSTRUCTION LR zz zz CH APPROVED
0 01-21-22 ISSUE FOR CONSTRUCTION HB zz zz CH Z. ZOLVINSKI TM 42" ORE WATER STEEL ENCASEMENT PLAN & PROFILES DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-C1027-103
C. HEAKINS

DRAWING No. ` 14
17MB0938-C1027-101 \\\w ,%\\ I OI
O oo s G
/ V III, o'
\X0 S
/ / :1 U ,,. I / / RECEIVING / /
1111 / / �. •• �� s �� \ �� / / PIT / / Al
I L W2N \ /
W4N lI I •` LAUNCH / /
\� PIT
_
W3N O $ = 25 25
,0
I \ \ \ \ 91 o O i �' o o
o0�
\\ \ U) U)
M O cn cn
,00 bi w/ l LU �' I` CO 1 W I W
� I- W W z Q < m � Y Y
10+00 10+50 u�1 1 1+00 11= �` �� 12+00 -12+50 13+00- ��-13+47- Y Y
710+00 10+50 11+00 11+ 12+00 12+50�13+001 13+47 0 0 0 w O O 0 0
\ , ` �`% •' "' 1 133.1' 104.2'
\ �10+00 10.4 -11+00 11+ 12+00 12+50�13+001 13+47 30 9 31.3'
�10+00 10+50 - -11+00' 11+" 1` It I 2+00 12+50- 13+001 13+47 Z 20 20
PIPE XING 14.4' 14.4'
. PIPE\ W� J EXISTING MARKER AT R.O.W. MARKER
1 �w ,�\� ��\�1 11
W1N 37' LONG X 38' GRADETHEORETICAL RAILROAD - AT R.O.W.
48" WATER STEEL ENCASEMENT PIPES - PLAN VIEW WIDE LAUNCH EMBANKMENT LINE2H:1V r' I
BORE PIT
Al � P--\
15 \ 15
25 - - 25 FUTURE FINISHED I
OR R
2 -�
� cn O r` o 0o O chi) 2.5:1 SLOPE iv
w w � + J r; ao 0, W W THEORETICAL RAILROAD
w � w
W ; LU I EMBANKMENT LINE 2H:1V
Y Z) z Q m � z 48" STEEL ENCASEMENT PIPE 1 ` 13' LONG X 38' WIDE
0 p � wOO p p 120.OLF@0.70% I I
10 (INSTALL BY BORE &JACK) co - RECEIVING BORE PIT 10
20
EXISTING 133.2' 30.9' 31.4' 104.3' 20 I I M I \ 48" STEEL ENCASEMENT PIPE
GRADE I 14.4' 14.4' I FUTURE FINISHED 1 I 80.0(INS L @ 0. TRENCH)
37' LONG X 38' PIPE XING PIPE XING THEORETICAL RAILROAD
GRADE 48"STEEL ENCASEMENT PIPE
WIDE LAUNCH MARKER MARKER EMBANKMENT LINE 2H:1V 100.0 LF @ 0.70% FUTURE FINISHED GRADE
BORE PIT AT R.O.W. AT R.O.W. I (INSTALL BY TRENCH) I 2.5:1 SLOPE
J\ 13' LONG X 38' 5 - 5
15 I I WIDE RECEIVING 15 I FUTURE
FUTURE I I BORE PIT _ 00 FINISHED GRADE
FINISHED
1 I IZ CARRIER PIPE:
0O rno ro NN 34" DIA, MDPE
GRADE THEORETICAL RAILROAD cn 48" STEEL ENCASEMENT PIPE +o w I CD 00 r- CD I
2.5:1 SLOPE / EMBANKMENT LINE 2H:1V rn A� (INSTALL BY BORE &JACK) Q � + > - LU + > + N qt N N
o i ? o w-Q w - w w co u>J + u>J- + w- - 0
co
10 I II cY' I I 10 9+50 10+00 F- w11+00 > 12+00 Q LU w w 13+00 � w 14+00
FUTURE M \ 48" STEEL ENCASEMENT PIPE C0 00 m U z U z co m C0 00 Q >
I
80.0LF@0.70% cnmcnm U ?
FINISHED 48"/STEEL ENCASEMENT PIPE (INSTALL BY TRENCH)
GRADE / (INS100.0 TALL BY
' 48" WATER STEEL ENCASEMENT PIPE #3 (W3N) - PROFILE VIEWFUTURE FINISHED GRADE(INSTALL BY TRENCH) 2.5:1 SLOPE
I
5 5 I I FUTURE 1
FINISHED GRADE
25 co 25
00 I 1 CARRIER PIPE: 0 rn
� � � rno � c0 34" DIA, MDPE cn � + � o cCn U)
O O M m O N W I W I - I W I W
p J � M + � � 6? M � N � N � � W LU Z � � I z W W
+ _o? N � Y Y Q o0 � Y Y
0 W O LU- W• + > M _ - cy N 0 I I
� > - J � w rw NW MN � > + > o o U) LU o 0
9+50 10+00 z Q w o_ 11+00 w 12+00 J N > N w 13+00 CO W 14+00 133.2' 104.3'
c~nm cnm � > QW � J Tw � w 30.9' 31.3'
Z c~i� z Q W > 20 PIPE XING MARKER ,,, PIPE XING 20
co 00 cn 00 U) z AT R.O.W. 14.4 14.4
MARKER
AT R.O.W.
48" WATER STEEL ENCASEMENT PIPE #1 (Wl Nl - PROFILE VIEW THEORETICAL RAILROAD EXISTING °'
EMBANKMENT LINE 2H:1V I GRADE I I
/ FINISHED 13' LONG X 38'
1411\ GRADE WIDE RECEIVING
Al 25 25
15 I BORE PIT 15
I
� I 37' LONG X 38'WIDE �
1-- ? 3: I iv I THEORETICAL RAILROAD
2 = L*+ o o LAUNCH BORE PIT
U) I U) + Q U) cn I I I ` EMBANKMENT LINE 2H:1V
w w - w I w 48" STEEL ENCASEMENT PIPE
Z
H X O O D I D FUTURE 120.0 LF @ 0.70% ---l/[I
U) w ~ ~ 10 FINISHED (INSTALL BY BORE &JACK) �,� 10
1321' 103.0' I I cv 48" STEEL ENCASEMENT PIPE
37' LONG X 38' . GRADE \ 80.0 LF @ 0.70%
I I
20 WIDE LAUNCH 30.9 31.3 20 2.5:1 SLOPE 48 STEEL ENCASEMENT BORE PIT PIPE XING MARKER 14.4' 14.4' PIPE XING FUTURE PIPE (INSTALL BY TRENCH)
AT R.O.W. MARKER FINISHED 100.0 LF @ 0.70% FUTURE FINISHED GRADE
EXISTING I THEORETICAL a) AT R.O.W. I 13' LONG X 38' GRADE ` (INSTALL BY TRENCH) 2.5:1 SLOPE
GRADE I RAILROAD I WIDE RECEIVING
EMBANKMENT BORE PIT
LINE 2H:1V I FUTURE
15 \ 15 FINISHED GRADE
r coI I I
I co 6? O I I 1 I PLAN PREPARED BY OUTSIDE PARTY-SUBMITTED TO NS D&C FOR REVIEW.
• M o co 0) � � � N CARRIER PIPE: ❑
PLAN PREPARED BY NS D&C USING INFORMATION PROVIDED BY OTHERS.
48" STEEL ENCASEMENT PIPE ch I I FUTURE FINISHED GRADE + > M m o °' M LO rn N M °' 34" DIA, MDPE ❑ PRELIMINARY PLAN- APPROVED BY NS TRANSPORTATION ON:
FUTURE ° 0j O LL1 I` C'j + > a? N CO ❑ APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS D&C ON:
120.0 LF @ 0.70% I I 2.5:1 SLOPE - J + r wI M N N N
FINISHED (INSTALL BY JACK AND BORE) p Q > � w w w + �-+ > + 0
2.5:1 SLADEOPE I I 1 9+50 10+00 � z Q w ~ N w
10 - THEORETICAL 10 � m LU 11+00 � z 12+00 Q w Q w 13+00 w 14+00 EA�� NORFOLK
II M RAILROAD 48" STEEL ENCASEMENT PIPE U) m cn z m m z SOUTHERN
FUTURE I EMBANKMENT 80.0 LF @ o.7o°i° OYMING COMPANY
- NORFOLK SOUTHERN RAILWAY CO.
LINE 2 H:1 V OPERATING DIVISION
4 I (INSTALL BY TRENCH) OFFICE OF THE CHIEF ENGINEER- DESIGN AND CONSTRUCTION-ATLANTA, GA.
FINISHED 48�� �
GRADE STE0E0Lp LF @ 0 70 ENCASEMENT PIPE 48" WATER STEEL ENCASEMENT PIPE #4 (W4N) - PROFILE VIEW REV BYDA,E DESCRIPTION
(INSTA FUTURE
(INSTALL BY TRENCH) FINISHED GRADE 4 REVIEWED BY LOCATION
5 I 5
I PROFILE LEGEND VRNTLE
RN
'0 I I CARRIER PIPE:
a0 34" DIA, MDPE BP ELEV: X.XX BORE PIT ELEVATION MOST MAP DL7E MINING NUMBER
I I II I INV ELEV: X.XX PIPE INVERT ELEVATION 0 40' 80' 120'
+ ` o o o o N SEAL
Itt
CD
w I tic'' N M °? ry N N o000 0O T.O.R. TOP OF RAIL HORIZONTAL SCALE:1 =40 VERTICAL
Q >_ + + + > c'`) M N rn N N SCALE:1"=4'
0 U) z o w J w N w + N N + 0 T.O.B. TOP OF BALLAST
9+50 10+00 Q W Q w 11+00 Q > 12+00 w r w N w 13+00 14+00 ® DR. H. BANKS DATE 01/21/22
m U) m c j z > w w Q > STEEL ENCASEMENT PIPE, TRENCH
Q
z cl) 00 U) m z STEEL ENCASEMENT PIPE, BORE &JACK DSGN. H. BANKS
CK. Z. ZOLVINSKI
48" WATER STEEL ENCASEMENT PIPE #2 (W2N) - PROFILE VIEW 111 CORNING ROAD, SUITE 219. CARY59.51 NC 27518 USA
Ph: 919.859.5000 FAX: [phone] NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL Z. ZOLVINSKI JOB NO. 17MB0938
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-C1027-101.DWG
DRAWN REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE
H. BANKS JOB NO. 01/21/22
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI ' u en 17MB0938 AS NOTED
NORFOLK SOUTHERN & DUKE ENERGY ROW CROSSING
1 02-23-22 ISSUE FOR CONSTRUCTION LR ZZ ZZ CH APPROVED
0 01-21-22 ISSUE FOR CONSTRUCTION HB zz zz CH Z. ZOLVINSKI TM 48" WATER STEEL ENCASEMENT PLAN & PROFILES DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-C1027-101
C. HEAKINS

DRAWING No.
17MB0938-CIO24-101 P2N ALIGNMEN16'
W2N ALIGNMENT: W3N ALIGNMENT: 02N ALIGNMENT:
GENERAL NOTES STA. 10+00 N: 571,3
2 STA. 10+00 N: 571,285.97' STA. 10+00 N: 571,288.18' STA. 10+00 E: 2,645, STA. 10+00 N: 571,350.30'
STA. 10+00 E: 2,645,029.92' STA. 10+00 E: 2,645,037.86' STA. 10+00 E: 2,645,227.55'
1. SEE SHEET 17MB0938-CIO21-101 FOR GENERAL NOTES. 0 0 0
2. DISTANCE FROM FACE OF PIT TO CENTERLINE OF NEAREST DUKE ROW CONSTRUCTION NOTES W4N ALIGNMENT: / o 0 0
ADJACENT TRACK IS TO EXISTING NORFOLK SOUTHERN TRACK. STA. 10+00 N: 571,290.40' 03N ALIGNMENT:
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, 1. THE MINIMUM APPROACH DISTANCE OF 20 FT SHALL BE MAINTAINED FOR o 0 0 o STA. 10+00 E: 2,645,045.79' / / STA. 10+00 N: 571,352.24'
STATE, AND FEDERAL REGULATIONS. WORKERS AND EQUIPMENT TO DUKE POWER LINES PER OSHA 1910.333. o 0 0 0 P1 N ALIGNMENT: / / STA. 10+00 E: 2,645,234.49'
4 STEEL
ENCASEMENT
BOPIPE OF D TCH AND CROW OF P PE
II IMUM 36" 2. WHEN USING CRANES WITHIN THE DUKE ENERGY EASEMENT, OSHA 29 CFR STA. 10+00 N: 571,338.12'
COVER /
1926.1407-1411 SHALL BE FOLLOWED. W1N ALIGNMENT: STA. 10+00 E: 2,645,183.92'
5. ALL CASINGS ARE DESIGNED TO SUPPORT A MAXIMUM OF 100,000 3. GRADING MATERIAL AND/OR CONSTRUCTION MATERIAL SHALL NOT BE STA. 10+00 N: 571,283.75'
LBS AT 3 FT OF COVER WITHIN THE DUKE ENERGY LIMITS. (COOPER STOCKPILED WITHIN DUKE ENERGY EASEMENT. STA. 10+00 E: 2,645,021.99' / /� /�/ /�/ / 01N ALIGNMENT:
E-80 LOADING OF 80,000 LBS WITH 1.25 IMPACT FACTOR) L STA. 10+00 N: 571,348.61'
6. CARRIER PIPES WILL BE MONITORED BY NUTRIEN PERSONNEL 24 \ P1N 02N STA. 10+00 E: 2,645,220.36'
HOURS/DAY, 7 DAYS/WEEK. IN THE EVENT OF A FAILURE, CARRIER W1 N W3N \
PIPE WILL BE IMMEDIATELY SHUTDOWN AND FIXED BY NUTRIEN. \
UPON COMPLETION THE CARRIER PIPE WILL BE BROUGHT BACK W2N W4N \ \ \ \ P2N 01N ' 03N (2)42" STEEL ENCASEMENT PIPE
ONLINE. _ _ _ _ _ _ _ \ _ _ _ o o _ _ 0 00 100-LF @ 0.7%
JACK AND BORE NOTES \ 0 0 0 0 0 - - - (0,625" WALL THICKNESS)
\ (2)42" STEEL
1. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN
\ ENCASEMENT PIPE
NCSE-8 SPECIFICATIONS PIPELINE OCCUPANCY. (05/01/2020) (4)48" STEEL o 0 0 0 \ \ 100-LF @ 0.7% 2 • v
2. BLASTING SHALL NOT BE PERMITTED.
ENCASEMENT PIPE \ (0.625" WALL THICKNESS) 2
� \
3. CASINGS SHALL BE MINIMUM ASTM 252 GR3 OR APPROVED EQUAL. 100-LF @ 0.7" /0 2 CARRIER PIPE:
4 \
CASINGS SHALL BE UNCOATED. (0.688 WALL THICKNESS) \ \ \ 20" DIA, STEEL
4. 48" STEEL CASING TO BE MINIMUM 0.688" WALL THICKNESS. A \ \ \ \ .• .
5-42' STEEL CASI NG TO BE MINI MUM 0.532°WALL THICKNESS.^^^^^^^^^� \
( 6. CONTRACTOR SHALL COORDINATE SEQUENCING OF JACK AND BORE ) - OHE OHE OHE OHE - OHE OHE - IE O E OH OHE -,,,,,OH OHE Hr / OHE ----v*--u OHE - OHE OHE
OPERATIONS WITH NUTRIEN PRIOR TO CONSTRUCTION. . . . . . . . .
7. BORE PIT DIMENSIONS SHOWN ON THESE DRAWINGS ARE THE. .E.NGINEER'S \
ESTIMATED DIMENSIONS. BORING CONTRACTOR SHALL DEFINE THE EXACT 3 \ \ \ o p 00 2
3 .
DIMENSIONS PRIOR TO CONSTRUCTION. / \ o 0 0 /0 0 0
8. PIPE ALIGNMENT BEYOND CASINGS IS FOR REFERENCE ONLY. FINAL - OHE OHE OHE OHE UHt o0 3g Or E OHE OHE HE OHE E �' M / o 0 0 / �HE- OHE - OHE OHE OHE
ALIGNMENT OF PIPES BY OWNER. ^�/
p0 / \ �\ \ f ,
9. THE AREA OF EXCAVATION/CONSTRUCTION WILL BE VACUUM DEWATERED o 0 0 0 2711 1 / �• .
TO THE LOWER GROUNDWATER LEVEL IF NECESSARY. DE-WATERING / f T f T / \ \ \ \ / 3
WATERS WILL NOT BE RELEASED INTO THE RAIL LINE DRAINAGE DITCHES. \ set
OHE OHE OHE OHE OHE OHE H OH HIE - OH E
THE WATER WILL BE ROUTED AWAY FROM THE RAIL LINE. - / / � E �O OHE - - OHF - OHE OHE
10. THE CASING PIPES WILL BE INSTALLED USING JACK AND BORE TECHNIQUE. \ � �.
THE STEEL PIPE SEGMENTS WILL BE FIELD WELDED WITH \
FULL-PENETRATION WELDS. •• APPROX. LOCATION
11. THE BORING PROCESS WILL PROCEED 24 HOURS PER DAY WITHOUT OF FUTURE STEEL
. ° ° r
STOPPAGE FOR EACH CASING PIPE. ' ' ' / J/° . ° . ° ENCASEMENT PIPES
. °
12. THE FRONT OF THE PIPE WILL BE PROVIDED WITH MECHANICAL , ° 411,
.
ARRANGEMENT TO PREVENT THE AUGER FROM LEADING THE PIPE. f ° r ° . . ° f *at
13. THE CUTTING HEAD AND AUGER WILL BE REMOVABLE IN THE EVENT THAT ° ° ° . °
AN OBSTRUCTION IS ENCOUNTERED. vO ° ° f ° `') + + ++ �•� _ _
14. THE CUTTING HEAD DIAMETER WILL BE NO MORE THAN THE OUTSIDE - - - - - - - �� - - - - Ya � a - - - w- 'T T - - N'�
DIAMETER OF THE CASING PIPE. 4435-LF EAST TO MP NS23 Q ° < . (2)42" STEEL 1900-LF WEST TO MP NS24
15. THE FACES OF THE CUTTING HEAD WILL PROVIDE REASONABLE + + + + / f o ° ENCASEMENT PIPE •• .
OBSTRUCTION TO THE FREE FLOW OF SOFT OR POOR MATERIALS. o �- f f f f 5 4 ° 8 f" 120-LF @ 0.7% 7 2 6 3
o z0 I . ° . 4 ° . (0.625" WALL THICKNESS) *all
o . . 3
O ° ° ° 1 all .
KEYNOTES ;rlr ° ° -
-r-
cnJlllllllllll IIIIIIIIIIIIIIIIIIIIIIIII IJ�LI i
1OBORE&JACK STEEL ENCASEMENT PIPE O I I I I I I I I I - - - -I��T f 11111
- -
° °_y -.
O2 INSTALL STEEL ENCASEMENT PIPE BY TRENCHING (4)48" STEEL ° ° . / o s� ° '°
METHODOLOGIES. SEE DETAIL#3,SHEET 17MB0938-C1029-102. �,, z ENCASEMENT PIPE ° , f ° o 0 0 0 0
o 120-LF@0.7/0 ° . ° � ° 8 o � o o � 0 0 .
3OLAUNCHING BORE PIT. (0.688" WALL THICKNESS) r a ° . ° <v <v N N N 3
4 RECEIVING BORE PIT. o o o o ° . .f a ' ° . ° 2 cl f f f 6 �• .
O C G 0
f f f f W ° fo° ` ° C CD_ (3)42" STEEL ENCASEMENT PIPE _
O5 PIPELINE CROSSING UTILITY MARKER AT NS ROW. SEE PROFILE VIEWS ON SHEETS 17MB0938-CIO27-101 FOR O' f o 120-LF @ 0.7%
LOCATIONS ALONG ALIGNMENT. MARKER SIGN SHALL INCLUDE THE FOLLOWING INFORMATION: ,° ° ° f ° ° •• . (0.625"WALL THICKNESS)
4 1 ° ° s . . ° " 7 2
NUTRIEN
1530 NC HWY 306 SOUTH m D I I � ° ° o.r , ° �° ° r ° _ •• • -
2
AURORA, NC 28706 m x1E OHE OHE OH OHE Oklt a Uri ° OHE ° O E OH 1 4 HE H OHE OHE - OHE OHE
W o
v v
CARRIER PIPE CONTENTS: WATER z M / 2 p M / •• .
\ \ \ o /�p'O 2 b0,
4
CARRIER PIPE PRESSURE: 100 PSI (MAX) 0 0 0 0 0
o�o 3g 0p, / o \ \ Lo 40 LO L
� /
_ jHE OHE Oh, - OHE �1dE OHE� O�I� ��, N �N N N J OHv* �E OHE OHE OHE OHE OHE OHE
EMERGENCY PHONE NUMBER: 252-322-4111 z f f f
o M o 0 0 0 \ \ \ \ \ 4 .. ,
O6 PIPELINE CROSSING UTILITY MARKER AT NS ROW. SEE PROFILE VIEWS ON SHEET 17MB0938-CIO27-102 FOR q m N N N \ \ \ \ CARRIER PIPE:
LOCATIONS ALONG ALIGNMENT. MARKER SIGN SHALL INCLUDE THE FOLLOWING INFORMATION: X OHE OHE OH� O OHE C 28" DIA, HII I I I
D - OHF �• : OHE OHE OHE OHE
-
0 (4)48" STEEL �- Amm..
NUTRIEN < ENCASEMENT PIPE 4 \ \ 3 (3)42" STEEL
1530 NC HWY 306 SOUTH 80-LF @ 0.7% 2 2 2 ENCASEMENT PIPE
AURORA, NC 28706 (0.688" WALL THICKNESS) \ \ \ \ (2)42" STEEL 2 80-LF @ 0.53%
ENCASEMENT PIPE (0.625" WALL THICKNESS)
CARRIER PIPE CONTENTS: WATER, CLAY, PHOSPHATE, ROCK - - - - - - - - - - a - - - - - - - - - - - -
CARRIER PIPE: \
\ 80-LF @ 0.7%
CARRIER PIPE PRESSURE: 340 PSI (MAX) 34" DIA, MDPE ' , \ \ (0.625" WALL THICKNESS) 02N ALIGNMENT:
\ o 0 0 0 0 STA. 13+25 N: 571,020.47'
EMERGENCY PHONE NUMBER: 252 322 4111 W2N ALIGNMENT: \ \ \ \ 00 0 r STA. 13+25 E: 2,645,238.15'
STA. 13+30 N: 570,956.14' 0 0 0 0
0 0 0 0 W3N ALIGNMENT:
OPIPELINE CROSSING UTILITY MARKER AT NS ROW. SEE PROFILE VIEWS ON SHEET 17MB0938-CIO27-103 FOR STA. 13+30 E: 2,645,040.52' T f f f P2N ALIGNMENT:
LOCATIONS ALONG ALIGNMENT. MARKER SIGN SHALL INCLUDE THE FOLLOWING INFORMATION: STA. 13+30 N: 570,958.35' \
STA. 13+30 E: 2,645,048.45' \ STA. 13+30 N: 571,010.23' 03N ALIGNMENT: ■ PLAN PREPARED BY OUTSIDE PARTY-SUBMITTED TO NS D&C FOR REVIEW.
W1 N ALIGNMENT: STA. 13+30 E: 2,645,201.46' ❑ PLAN PREPARED BY NS D&C USING INFORMATION PROVIDED BY OTHERS.
NUTRIEN STA. 13+30 N: 570,953.93' \ / STA. 13+30 N: 571,022.41' ❑ PRELIMINARY PLAN- APPROVED BY NS TRANSPORTATION ON:
1530 NC HWY 306 SOUTH \ STA. 13+30 E: 2,645,245.09' ❑ APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS D&C ON:
STA. 13+30 E: 2,645,032.59' MATCHLINE SEE SHEET 17MB0938-CIO24-201
AURORA, NC 28706
\� I NORFOLK
CARRIER PIPE CONTENTS: WATER / \ SOUTHERN
W4N ALIGNMENT: �
P1N ALIGNMENT: NORFOLK SOUTHERN RAILWAY CO.
CARRIER PIPE PRESSURE: 200 PSI (MAX) / / STA. 13+30 N: 570,960.57' \ STA. 13+30 N: 571,008.29'
OWNING COMPANY
STA. 13+30 E: 2,645,056.39' \ \ 01 N ALIGNMENT:
NORFOLK SOUTHERN RAIL CROSSING DATA STA. 13+30 E: 2,645,194.52' �^ �^ STA. 13+30 N: 571,018.53' OPERATING DIVISION
EMERGENCY PHONE NUMBER: 252-322-4111 / / \ + + + + + OFFICE of THE CHIEF ENGINEER - DESIGN AND CONSTRUCTION - ATLANTA, GA.
\ \ (v) 00 M M c+� / STA. 13+30 E: 2,645,231.21' REV BY DATE DESCRIPTION
\ 1 f f f f f
CROSSING SIGN,SEE DETAIL#4, SHEET 17MB0938-C1029-102. CASING CASING ANGLE LAT. / LONG. OF CASING AT M \ \ \ / / REVIEWED BY LOCATION
DRAILROADcv) CID NAME TO TRACK � TRACK (L CROSSING PID# TITLE
W1 N 76° 22' 6" 35°17'59.76"N /76°50'16.67"W VRN
VAL SEC MAP FILE RAVING NUMBER
W2N 76° 22' 6" 35°17'59.78"N /76°50'16.58"W EXISTING CONDITIONS LEGEND PROPOSED CONDITIONS LEGEND MILE POST DATE
CONSTRUCTION NOTES o 20' 40' 60'
W3N 76° 22' 6" 35°17'59.80"N /76°50'16.48"W SEAL
1. TRACK MONITORING WILL BE REQUIRED FOR THE PROPOSED W4N 76° 22' 6" 35°17'59.82"N /76°50'16.39"W OVERHEAD ELECTRIC STEEL ENCASEMENT PIPE, BORE &JACK 1"=20'
INSTALLATION. NS MAY EXERCISE THEIR RIGHTS TO REQUIRE RIGHT-OF-WAY STEEL ENCASEMENT PIPE, TRENCH
ADDITIONAL MONITORING POST CONSTRUCTION UP TO 30 DAYS FOR P1 N 76° 32' 33" 35°18'00.28"N /76°50'14.18"W ® DR. H. BANKS DATE
PROTECTION OF RAILROAD.
2. PROTE TS WILL BE REQUIRED UPON COMPLETION OF P2N 76° 32' 33" 35°18'00.30"N /76°50'14.09"W - - EDGE OF NS RAILROAD TIE FUTURE STEEL ENCASEMENT PIPE, BY OTHER DSGN. Z. ZOLVINSKI
CONSTRUCTION. THEY SHALL BE SENT VIA EMAIL TO 01 N 76° 32' 33" 35'18'00.17"N /76'50'14.71"W EXISTING NORFOLK SOUTHERN TRACK PROPOSED SPUR TRACK CK. Z. ZOLVINSKI
[e-mail]. PLEASE COORDINATE WITH 111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA
PROTECTION SERVICES IF FURTHER ASSISTANCE IS REQUIRED. 02N 76° 32' 33" 35°18'00.19"N /76°50'14.62"W Ph: 919.859.5000 FAX: [phone]
03N 76° 32' 33" 35°18'00.21"N /76°50'14.54"W
NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL J. GOLLINGS JOB N0. 17MB0938
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-C1024-101.DWG
DRAWN REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE
H. BANKS JOB NO.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
2 03-09-22 ISSUE FOR CONSTRUCTION LR zz zz CH Z. ZOLVINSKI u en NORFOLK SOUTHERN & DUKE ENERGY ROW CROSSING i
AS NOTED
1 02-23-22 ISSUE FOR CONSTRUCTION LR ZZ ZZ CH APPROVED
0 01-21-22 ISSUE FOR CONSTRUCTION HB ZZ ZZ CH Z. ZOLVINSKI TM DRAWING NO.
APPROVED Feedingthe Future UTILITY PLAN
NO. DATE ISSUE / REVISION BY CHK. APP. APP. 17MB0938-CIO24-101
C. HEAKINS

/
_ST-R—f 2
i ,,-"25FT STRUCTURE
BUFFER
(1)36"STEEL ENCASEMENT PIPE(TRENCHING, D eR/° oc/°s /yE/o
BORE&JACK),MINIMUM 35,000 PSI YIELD
STRENGTH
STR 11 /0/PERMANENT CASING
�
OTES ACCESS PiT — /ee `�/ytSpv1
�
1. ALL EXCAVATIONS REQUIRED TO INSTALL ENCASEMENT ' 25FT STRUCTURE
PIPES WILL BE BACKFILLED TO EXISTING GROUND ELEVATION. /oc/ BUFFER �pRC
2. EQUIPMENT WILL NOT BE PARKED INSIDE DUKE RIGHT-OF-WAY I /ec/°s /o� /°4— `^'
3. ALL SIDE SLOPE ON THE ELEVATED ROAD WILL BE 4HAV. /°' / qO
oe. /eE N / 25FT STRUCTURE
4. NO GROUND DISTURBANCE OR EXCAVATION WILL TAKE PLACE ACCESS PIT ' _ / /°c NER �, ` BUFFER
WITHIN 25 FT OF DUKE STRUCTURES. _ °r' vc/ pv�
5. CONTRACTOR MUST MAINTAIN OSHA REQUIRED 20 FT MINIMUM I �" 'AGNR /T. �/ (2)54"STEEL ENCASEMENT PIPES Rcp`K S
APPROACH DISTANCE FROM 230kV LINE CONDUCTORS AT ALL /°�' /oc/ (TRENCHING,BORE&JACK),MINIMUM � � STR 12
TIMES. �t / 35,000 PSI YIELD STRENGTSolH /�/eE �/ — /
PROPOSED �/ (2)42"STEEL ENCASEMENT PIPES
HAUL ROAD (TRENCHING,BORE&JACK),MINIMUM
STR-10 35,000 PSI YIELD STRENGTH / /or/� /0/� puKE R
� ' �• /�/ 25FT STRUCTURE
B/ UFFER
25FT STRUCTURE "-
BUFFER /oc/
v
KE ROW /ac/�
/
/�'��' ' (4)48"STEEL ENCASEMENT PIPES( '�'f " oc EMPo Pos a� STR 11
/'► /oE/ TRENCHING,BORE&JACK)
Gig /�,/°E MINIMUM 35,000 PSI YIELD STRENGTH o y��x�� /e` (3)42"STEEL ENCASEMENT PIPES
-Gig
(TRENCHING,BORE&JACK),MINIMUM
qua at,/ -E111 E& of • 35,000 PSI YIELD STRENGTH
o\N
/�
okIL
/ 25FT STRUCTURE��,/°f'
�a, BUFFER pR�p K S ERN /
/yc/
\
dF PROPOSED ACCESS PIT
0x � /Qc HAUL ROAD
R°\`N ' /./ 25FT STRUCTURE
BUFFER/
SO.. yes CASING
oRF° STR 10 IT
as
ax
25FT STRUCTURE
BUFFER
1.6
yc/
°c' STR 9
APPROVALS DATE NUTRIEN -AURORA
DRAWN TJC 3/10/2022 a rien TM AURORA NCY278 6
CHECKED MS 3/10/2022
APPROVED TJC 3/10/2022 RICHLAND TOWNSHIP BEAUFORT COUNTY NORTH CAROLINA
TITLE
AURORA B/W 230kV CROSSING
SITE PLAN VIEW
DATE DWG NO REV
3/10/2022 DWG 1A 0
OFT 10OFT 20OFT 30OFT
SCALE COORD SYSTEM
1" = 100' NAD 1983 NORTH CAROLINA STATE PLANE
SIZE DWG FILE
C NUTRIEN - BW LINES - DUKE EASEMENT CROSSING.DWG

f iw r`
.71
-40
1. 1 -f _ '*l��f l ♦ - • ,• fir.
>a «
ot
r + t^ •
. Nl �fr � r 1 Y � •� y .>• � �
•�- `- -`. _ tom.• �� �. •-• •• ' fl •_, .�+" .7�•{ _ V' r, i� r • �� y ��- 1 j ` j� �•
r T r �•,• .�_ s
1 Y
• `• � •�S f r' r e�y� i f' r • �.r ,' (1)36"STEEL ENCASEMENT PIPE(TRENCHING, • r +- •• - + - �`
L •' • n •. r BORE&JACK),MINIMUM 35,000 PSI YIELD + t.� /'�
.1�M � ` v - STRENGTH S _ �' I ^`�lV.
aw—
i �• OTES 0v1HE r •`
1. ALL EXCAVATIONS REQUIRED TO INSTALL ENCASEMENT 25FT STRUCTURE �K •-
PIPES WILL BE BACKFILLED TO EXISTING GROUND ELEVATION. • i BUFFER —NORFp -=� .•
a 2. EQUIPMENT WILL NOT BE PARKED INSIDE DUKE RIGHT-OF-WAY I — !• `,��
3. ALL SIDE SLOPE ON THE ELEVATED ROAD WILL BE 4H:1V. . + STR 25FT UCTURE
{ 4. NO GROUND DISTURBANCE OR EXCAVATION WILL TAKE PLACE HERN BUFFER -
• WITHIN 25 FT OF DUKE STRUCTURES. - �/ SpU�
5. CONTRACTOR MUST MAINTAIN OSHA REQUIRED 20 FT MINIMUM = = (2)54"STEEL ENCASEMENT PIPES �r ` ` r
- - !� '•f APPROACH DISTANCE FROM 230kV LINE CONDUCTORS AT ALL (TRENCHING,BORE&JACK),MINIMUM _a NORFO �G V` ST 1
1 TIMES. a - 35,000 PSI YIELD STRENGTH G\ , -
i PROPOSED (2)42"STEEL ENCASEMENT PIPES
i . HAUL ROAD (TRENCHING,BORE&JACK),MINIMUM - L/,- j f - ~' ;• 1 , {
' 'F•. 35,000 PSI YIELD STRENGTH s -
- �• i + 25FT STRUCTURE - 1A �•
�' • , 25FT STRUCTURE ��/� 4•�• M �
BUFFER _ - + �•
�� 11 . � .
2 � I O (4)48"STEEL ENCASEMENT PIPES • r• � i r
• �•Y TRENCHING,BORE&JACK �4
• / .`'�� ! � i •- MINIMUM 35,000 PSI YIELD STRENGTH _ _ (3)42"STEEL ENCASEMENT PIPES •� ��• /�r� !
•' ' - ' Y� - ^' `�G - (TRENCHING,BORE&JACK),MINIMUM r C� • 1Yr 7
- f- ` •� Rp.n I I • 35,000 PSI YIELD STRENGTH • �' '�(, "�I♦�
�t -10 j V N V V
' HER
♦• • •,�•J♦'• •� 25FT STRUCTURE 5001
0 } � •l i r, •
BUFFER F
ACoEss
• NOR Ea�A�E.,�as�� -
PT - •
•. � 25FT STRUCTURE -
RO
oR ` STR 10 •' �►
,�, i
BROW ,_ � � •; - ,
STRUCTURE -
_ BUFFER aat{{�� � ilf '� f S • •�Q.�lj�� ,r,�•. � � •� '� 'ii r i
!.+j��•�- • - ` 1 ��� � "��. .•� �'�'.••I�•ate - 1�' 1 ^ , � •r _ � .
! i �`� - _•�r i � '•arm •.
• too' ' .�/ ••�
.v • ���
APPROVALS DATE NUTRIEN -AURORA
•� '' •� • � DRAWN TJC 3/10/2022 TM
1530 NC HWY 306S
`' �• 1a r 1 .�. �t CHECKED MS 3/10/2022 , lutrien AURORA NC, 27806
APPROVED TJC 3/10/2022 RICHLAND TOWNSHIP BEAUFORT COUNTY NORTH CAROLINA
•� • . '.` TITLE
AURORA B/W 240kV CROSSING
0, •:. _ , SITE PLAN VIEW
r r DATE DWG NO REV
- — 3/10/2022 DWG 1 B 0
OFT 10OFT 20OFT 30OFT
.�� SCALE COORD SYSTEM
' 1" = 100' NAD 1983 NORTH CAROLINA STATE PLANE
a SIZE FNR
FILE
C IEN - BW LINES - DUKE EASEMENT CROSSING.DWG

(1) 36" STEEL ENCASEMENT PIPE (TRENCHING,
BORE & JACK), MINIMUM 35,000 PSI YIELD
STRENGTH 00
i
VS i1
PERMANENT CASING
OTES ACCESS PIT '
1. ALL EXCAVATIONS REQUIRED TO INSTALL ENCASEMENT ' /� 25FT STR
PIPES WILL BE BACKFILLED TO EXISTING GROUND ELEVATION. / /� — BUFFER
2. EQUIPMENT WILL NOT BE PARKED INSIDE DUKE RIGHT-OF-WAY
3. ALL SIDE SLOPE ON THE ELEVATED ROAD WILL BE 4H:1V. PERMANENT CASING 6g3
4. NO GROUND DISTURBANCE OR EXCAVATION WILL TAKE PLACE ACCESS PIT 43 NCHED CASING INSTALLATION
WITHIN 25 FT OF DUKE STRUCTURES.
5. CONTRACTOR MUST MAINTAIN OSHA REQUIRED 20 FT MINIMUM y TEMPORARY BORE& /� (2) 54" STEEL ENCASEMENT PIPES
/� JACK PITS /� MINIMUM
APPROACH DISTANCE FROM 230kV LINE CONDUCTORS AT ALL � ��� (TRENCHING, BORE & JACK)
jz' t
35,000 PSI YIELD STRENGTH
TIMES.
169'1 /�L
PROPOSED
TRENCHED CASING INSTALLATION (2) 42�� STEEL ENCASEMENT PIPES
/ ��/ HAUL ROAD (TRENCHING, BORE & JACK), MINIMUM
ST'� 0 �— ' 35,000 PSI YIELD STRENGTH
010
wo
♦
25FT STRUCTURE
' ♦ �,/° —�'TEMPORARY BORE& } 13• /pt/�
BUFFER
JACK PITS a:, •. 1T. j �,/oE �_
of
♦ 25FT STRUCTURE /°`/ ° , � t •�•'.'• ., ,�—°`/ — /�' °`' ♦ ♦
♦ —°` BUFFER
R
�/ of / �•• /°E' EMPORARY BORE& ' �/° ♦
00
— /�./ /�/°E' /�/oa/°c 1 • 1• ./•.•1653 of a JACK PITS �aE/
(4) 48" STEEL ENCASEMENT PIPES ( a:, ' ' �%°���� /�/"` STR 11
TRENCHING, BORE & JACK) - /�
111111111111111010� MINIMUM 35,000 PSI YIELD STRENGTH ,/�/ 00
(3) 42 STEEL ENCASEMENT PIPES
/ V /ec � ENCHED CASING IN TALLA
/ �E& (TRENCHING, BORE & JACK), MINIMUM
^ ' TEMPORARY BORE / ' �i\/_ �` 11 1
V\YI 35,000 PSI YIELD STRENGTH
JACK PITS
RO ,� 000ggq - r
NEFZ / TRENCHED CASING INSTALLATION
S V \
F O` /oc— \
°`' � °� ♦ PERMANENT CASING
PROPOSED ACCESS PIT
HAUL ROAD `
^` Q O V V 25FT STRUCTURE
BUFFER
♦
O`Vl
s PERMANENT CASING
001-
\_ \�
ACCESS PIT
STR 1000000000000
Ro
D
APPROVALS DATE NUTRIEN -AURORA
DRAWN TJC 3/10/2022 TM
1530 NC HWY 306S
CHECKED MS 3/10/2022 , lutrien AURORA NC, 27806
APPROVED TJC 3/10/2022 RICHLAND TOWNSHIP BEAUFORT COUNTY NORTH CAROLINA
TITLE
AURORA B/W 230kV CROSSING
SITE DETAIL
\ \ DATE DWG NO REV
3/10/2022 DWG 2 0
OFT 50FT 10OFT 150FT SCALE COORD SYSTEM
1" = 100' NAD 1983 NORTH CAROLINA STATE PLANE
SIZE DWG FILE
C NUTRIEN — BW LINES — DUKE EASEMENT CROSSING.DWG

C C ALL CONDUCTORS SHOWN AT 60° FINAL (---------) AND MAXIMUM OPERATING SIDE PROFILES SHOWN 15' FROM VERTICAL DATUM: NAVD 88 (WITH GEIOD09) P&P CENTERLINE IS BASED ON STRUCTURE LOCATIONS. LOCATIONS OF UNDERGROUND UTILITIES ARE
z B B TEMPERATURE ( ) PER TABLE THIS SHEET. OHGW/OPGW SHOWN AT RIGHT SIDE PROFILE ( .............) HORIZONTAL DATUM NAD 83 / NSRS 2007 FOR LEGAL CENTERLINE, SEE ROW/EASEMENT DOCUMENTS. APPRO ND SHOULD BE FIELD VERIFIED.
I-1 60' FINAL° REFER TO LINE DATA SHEET FOR DESIGN TENSIONS° LEFT SIDE PROFILE (-- - - - - -)
a A A
-------
STRI SUB STR 24 Q0
HORIZ LA VERT LA N N NCIZ
N N
W W m > >
00 U U > N N
Conductor and As-Built Tension Information Ln L
-
60°F Initial Tension Rulin Max. � CI_ L.) LL_ LL
Span From STR Span To STR Wire Type (Ibs)Based on LiDAR g Operating
Survey(See Note 1) Span(ft) Temp(°F) 0 W = (/) Y ~ N N
300 V)
(Yr N300
AURORA SSDE STR 5 3-795 KCMIL 45/7 ACSR 2104 400 212
AURORA SSDE STR 5 1-7#8 AW 1907 400 ~ O W W m I = = QC W W
AURORA SSDE STR 5 1-7#8 AW 2208 400 a C� l j Z LLJ -QEj W
STR 5 STR 23 3-795 KCMIL 45/7 ACSR 4589 550 212 Q LLJ
I W I LL W Li = LL Q c)= Cl- LL_ CL_ W W
STR 5 STR 23 1 7#8 AW 2492 550 i W I I I I- I . N W I
STR 5 STR 23 1-7#8 AW 2770 550 N O u' O M ap — r i W �--�EU I Z =
NOTE 1. The ruling span tensions above were determined from the as-built PLS-Model using the ruling span method. The ruling span N ° ° I 1--� ° J = W � ° J Z� Q Q Q
I-I I-I I-I
tensions above are approximate and should not be used for design purposes. For design,refer to the as-built PLS-Model. The PLS-Model will J N N I— J Z = JLL_ Z � J O J J C)
include tensions determined using the finite element method. W 1 N N Q0 N m O N N CD C'
QmCLQO � Ln � � c9 (l0 O � � B �N I� � �O Nd1 H � (\j Ld�� H mH mCDN W N N W In
lN0 I` W OCID � MLn C)6 ,c LL � I � Wi Z V M � W (2 W z �` LLo W N� W w B � Nr� 19 � N � N N
Station Comparison +
LC
Q + � � _ CCU + U + U U � af0: N O C o L�(� W W . . (9
Q W Q
In I Q0. ILO Q1 M m Q O
1W Ln CDZii i1
PI-STR# PLS&Gen.2P&P Gen.1 P&P Stationing(ft) Configuration Phasing 1 IX < LC)
Q WW = B X< 0U QC IxQ � 0: < QC IX Q Q QBJ �[X
Stationing(ft) Qm Y]
Q (nO ComLLJZCl tn_ nNCL NnN = 0U7) cp 0 W ~ ICCU nCVn � nN LnN � N WLL
AURORASSDE 0 105195 Horiz. OutofAuroraSS-CBA 200 200
STR 5 1490.711 106686.6
STR 14 6345.651 111543
STR 16 7341.383 112538
STR 17 7914.437 113111
STR 23 11516.562 116714.54
STR 24 12003.295 117202 Vertical C B A
*Shown this Sheet *Refer to old P&P
GENERAL NOTES:
1.This drawing reflects the updated stationing and survey details obtained by the LiDAR survey flights performed in 2010-2012. Please refer
to original plan&profile drawings CT-00001,CT-00002,CT-51493 and CT-51494for property owner information,previous survey and
stationing,easement documentation and other details that may or may not be duplicated on this sheet.
2.Phasing is provided based on original plan&profile drawings.All substation phasing is read left to right looking out of the substation 215.45
terminal.Intermediate phasing details are the result of a change in conductor configuration.Phasing provided for a vertical or delta
conductor configuration reads from top to bottom phase.Phasing provided fora horizontal conductor configuration reads from left to right 100 _ 567.06 100
looking line ahead according to the PLS Stationing. Q 443.53 416.84 575.52 553.25 573.44
439.08 392.65 549.67 476.31
m ----- ----- -- - - ------------ -
a - - ----- ------ -----
0
� 80.34
a
m
m . . . . . . . . . . . . . -. . . .
—a-"—
. . . . . .. . .
0 z 0
w ==0 F_ _ _ _ _ _ _ _ _ _ _ _ _ (D Q0 = _ _ _ _ _ = w I— _
U U(Jaf � (� (U (� (� (� (� (� (� U (� U W z oo U DITCH I N R/W (� (� (� (� (� (� (� Lr U
_71H
LLi "HN Q H H H H H H H H H H H X � H H H H H H H LLJ H
Ll 000 0 0 0 0 0 0 0 0 0 ~ 0 10 0 0 0 0 0 L_ rn 0
W
u � 0
II N
LLI
F— Q 0
N o
� U (n �
Q W
a
O
D X
_
-100 a -100
m o m m m
m m m CD
m o m CD m
CV F� Q
TAP LINE
IB-PHASE)
7'/—
LINE TRAP /
AURORA
BLACK FEEDER 1
IB-PHASE)
R/R X-ING PERMIT
DRW CT-00012 SH 1
C�
V) Lj
230KVRSSWA ATA J z 0 0
Q X N c� w
X B =
- (9 w
�CD ~ B
S' CAP �G� O� �jl Ors N LL
0 u
�''�_: z-. ._=v. BANK 0� N Cy �tiC Cy y
LINE TRAP --�'"""-�--�__ --- • w FENCE Y
21 CU TIE -_=- ---,- _ Q
STR.7 c� /� } �' SW. 7-1 STR.8 t - . . . .. . . . . . .. . . . . . . . . . . . . . . _ . . ... . . . . . . . . . . .. . . . . . . . . . . . .
A A R RA PC
DITCH Q
AUROR U 0 L.L.I
30
__. -_---_.- K H T FEE R
AURORA ' 60 __J1�___ _______ X AURORA AURORA SSDE I STR 2 - - -
SW. STA. / // PCS _, STR 3 'M + NORFOLK & SOUTHE N R/R m
_---- X __.. -
I o
--------- - • STR 4.
. . . ... ... .. . .. . . . . . . .. . . .. . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .
_ -- _ - _._.- : .STR 5 :.:..^. . -.-�-t-----.--S e.1. . . . . . . . . .. . . ... ... . . . . . .. . . . . . . . . . . . .. . . . . . . . . . _ ... N
r ._S.TR' 8 TR .7. SW. 7._1 .
AO
UG DIST = _- •
- -= -FEEDERS ---. -
--�� _ _
— o o STR. 1 1 0 0 0 0
CT-62349 m STR 9
------- -- ------��------------� m = A R_..._.��a-�� --- STR S 10
-- --------_
mm c�0 BERN ORA-NEW - _`__— --=,_..:_... _ __- - --- ) -- N
o m z 230K - --- --'--- __ .- _
0 o O o o O CD
y ��%%% � O � O I-I L() �
im mLILJ o N NE �: --- ..--_'__ _-:-- -__-- =._- AURORA PCS INE 1 a ::; s /' 0 V)
N Q Z i r 1 2 2 2 v 2 U2 2 2
m w c� -- c� c� c, c� c� z P O D D E z c, � o c� c�
I m a- v a ti ti ti ti ti v v ti ti ~ ti ti ti U
V) < a �, SEE SKETCH & ti a, ono ti
C0 B0 A a Qo o CT-62349 N N a P
o o � "' a
H
_ _ (D Ii
I m m 0
AURORA PCs MINE POD Q .—,
i SUBSTATION I = r— 0r
X D
O J
0 a
I a z a
Uj
---------------------------m---� 0
w
Z
SKETCH 1: AURORA PCS MINE POD 230KV TAP 0 D
- - - TITLE
CIE INDICATES DAMPER POSITION; ONE PER DAMPER _ _ _ DUKE AURORA - AURORA P C S
FEEDER
L1 - THE DISTANCE FROM � OF SUSP CLAMP OR END ENERGY® 2 3 0 K V BLACK C E D E
OF D.E. TO OF DAMPER CLAMP STR 1-23 34 27 N PROGRESS PLAN AND PROFILE
01A E19003101 10/29/2021 RAISE LINE FOR NUTRIEN EOUIPMENT S. CHERRY W. HUNTER E. WEYER L2= DISTANCE FROM of CLAMP ON FIRST DAMPER STR 23A-76 36 -
01 05/23/2017 RAISE THE BLACK FDR & INSTALL AURORA PCS MINE TAP G. PONTULA G. PONTULA S. KORREMLA TO (L of CLAMP ON SECOND DAMPER L1 L2 L1 L2 600' RS ONLY 37 - 200.0 FT. -
HORIZ. SCALE
00 02/12/2014 INITIAL RELEASE DEADEND SUSPENSION RULING SPAN (FT) L1 L2 SIZE DRAWING SHEET
jREVjPR0J. N0. j DATE IREVISION IDRAWN ICHECKED 1APPROVED
OR STR T RANGE (IN) (IN) 40.0 FT. VERT. SCALE D C I - 61171B 2 of 11

C A ALL CONDUCTORS SHOWN AT 60* FINAL (---------) AND MAXIMUM OPERATING SIDE PROFILES SHOWN 15' FROM VERTICAL DATUM: NAVD 88 (WITH GEIOD09) P&P CENTERLINE IS BASED ON STRUCTURE LOCATIO . OCA S OF GROUND UTILITIES ARE
z B B TEMPERATURE ( ) PER TABLE THIS SHEET. OHGW/OPGW SHOWN AT RIGHT SIDE PROFILE ( ) HORIZONTAL DATUM NAD 83 / NSRS 2007 FOR LEGAL CENTERLINE, SEE ROW/EA DOC ENTS. APPROXI T AND SH LD BE FIELD VERIFIED.
60' FINAL. REFER TO LINE DATA SHEET FOR DESIGN TENSIONS. LEFT SIDE PROFILE ( )
a A C
14
STR SUB STR 24-1
HORIZ LA VERT LA
Conductor and As-Built Tension Information
60'F Initial Tension Max. p W
LL
Span From STR Span To STR Wire Type (Ibs)Based on LiDAR Ruling Operating J =
LU
Surve See Note 1 Span(ft) Tem 'F 300 0 0
AURORA SSDE STR 4 3-795 KCMILACSR 45/7 1468 325 146 z
AURORA SSDE STR 4 7#8AW 1768 325 N "
AURORA SSDE STR 4 7#8AW 988 325
as owe � LL � �
STR 4 STR 23-1 3-795 KCMILACSR 45/7 4160 550 146
ILL
STR 4 STR 23-1 7#8AW 2342 550 ~ W Li i N i � CL i CL
STR 4 STR 23-1 7#8AW 2430 550 I� p W CC O O Q
wwo . . . � � � � _ a a =
NOTE 1. The ruling span tensions above were determined from the as-built PLS-Model using the ruling span method. The ruling span _ _ _ H
tensions above are approximate and should not be used for design purposes. For design,refer to the as-built PLS-Model. The PLS-Model will CL '—' m N N N N W pi N >- W , , I— VLn
include tensions determined usingthe finite element method. W O V) N N N I--I N I- I Lf� N N � Ln N � N �W r � r CD V p �q W V C9 C0 N a0 O N 00 J B N cn L� (n L� i WNB W � � Ln ~ LC1C9Q N Lt� C.� N � rl� LS) C.DNCC — � M CIA LC) N N
rn i i c9 � i W M i W � i i M B
Q + CC CC + rJ + p + LLJp � � p = p = r) U � Up Ln •--• v ' mp = r CO
Station Comparison p — + Y + p +
m W N CV M C9 Q 00 � 1 LC1 N � � U LD r � l2 Q ti N 00 N D7 rn CO p
PLS&Gen.2 P&P �� p 0- CD '' �I LC) II II O 070C) II _ II _ �� �� II w II 1 w II W
PI STR# Stationing(ft) Gen.1 P&P Stationing(ft) Configuration Phasing IY Q CD i W Q N Q CC 0: Q CL Q N (b p Q Of = p Q � 0: Q �q CCIDJ 0: Q X CO Q X m � Q m
AURORA SSDE 0 0 Horiz. Out of Aurora Sub-C B A
200 acnol- L� NcnN Ncn w Ncn MCL � I— Ncn wQNv Ncn w � N � NC0CN NcnNo_ Vlcn � w V) � w V) V) � w 200
STR 4 896.338 2638.8
STR 23-1 11605.471 13349.9
STR 24-1 11844.048 13589 Vert. A B C
*Shown this Sheet *Refer to old P&P
GENERAL NOTES:
1.This drawing reflects the updated stationing and survey details obtained by the LiDAR survey flights performed in 2010-2012. Please refer
to original plan&profile drawings CT-51493 and CT-1 for property owner information,previous survey and stationing,easement
documentation and other details that may or may not be duplicated on this sheet.
2.Phasing is provided based on original plan&profile drawings.All substation phasing is read left to right looking out of the substation
terminal.Intermediate phasing details are the result of a change in conductor configuration.Phasing provided for a vertical or delta
conductor configuration reads from top to bottom phase.Phasing provided for a horizontal conductor configuration reads from left to right
looking line ahead according to the PLS Stationing. 213.51
100 -.-- �"!�- 600.64 100
405.21 496.39 601.83
277.62 341.08 662.04 563.24 546.13
a - - - - '
a _ _ --- -----
-
M!
- ------- ----- --
D> ----- ----- -
Y
M
- " - ........ - ..... -
.. . .. �.� _._.,. - -
. - - -
....... .. .. .. ._
Q
0 m M z 0
LLJ
CD
U U � U N U U U U I I_ rZ z m U Q
LLB H � H H H H H I X ,y H U
O N O a O 0 0 O X B O O
J
m U \ H # 0
N O
CD
Ld
H
O
a
-100 -100
m e e e m
� 0 e e e
CV I� Q
�1
R/R X-ING PERMIT V) Cd
DRW CT-00012 SH 1 N w
Uj M
w
LIJ
LIJ
AURORA LL
230KV SW STA
W
- CAP BANK w I--I
_ 0 o 0 0 0 0 0 CD o o
- —
�i+
+ + + + + + DITCH +
2 � �� -.�., o ... � . . . . . .. . . . . .o.. . . . .. . . . . . .. . . . .. . . .. . . . . . . .. .5. . . . 7 . .. .N. . . . .. R. .B . o. . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . .. . . .M. . . . . . . . . . . . . . _ . . . .. . . . . . . . . . . . . . . . . .. . . .�. . _ . . . . . . .i. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . _ �. . . . . . . . . . . . . . .. . . . . . . . . . .
AURORAT(!+DSS)
I STR 3 STR 4 STR 6 TR ST STR 0 STR 11
STAR 5 NORFO K & SOUTHERN R/R STR 9 z
ED
L�
f
O
M
-....._
• ---- --
N
- „«.. N
:.... -�_
- --- ... - __.-.m..-r. --._... ......__..__._._.._..__. ---..._...... - - --- ...
LLJ
� AURORA-N KV LACK FE RAURORA AURORA PCS B EDE
230 a (,� �? o� RN 230K VEW N � � -------�:------------- --_—_. _=-----•---�.,..., ------ � � � � w
C�
a w a a o 0 o a o a Q0 CD o a CC
N N Q O
Ld Ld
z a
O
0 J Q
0
Q
o N
0
w rr
o D
- - - TITLE Q
INDICATES DAMPER POSITION; ONE PER DAMPER _ _ _ DUKE AURORA - AURORA P C S
FEEDER
L1 - THE DISTANCE FROM � OF SUSP CLAMP OR END ENERGY® 2 3 0 K V WHITE E E D E
OF D.E. TO OF DAMPER CLAMP STR 1-23 34 27 1 V PROGRESS PLAN AND PROFILE
01A E19003101 10/29/2021 RAISE LINE FOR NUTRIEN EQUIPMENT S. CHERRY W. HUNTER E. WEYER L2= DISTANCE FROM (i OF CLAMP ON FIRST DAMPER STR 23A-76 36 -
TO (� OF CLAMP ON SECOND DAMPER L1 L2 L1 L2 _
01 NOT USED
600' RS ONLY 37 - 200.0 FT. HORIZ. SCALE
00 02/12/2014 INITIAL RELEASE DEADEND SUSPENSION RULING SPAN (FT) L1 L2 SIZE WING SHEET
IREVIPROJA0. 11DATE REVISION DRAWN CHECKED APPROVED
OR STR RANGE (IN) (IN) 40.0 FT. VERT. SCALE DDRA C T - 61171A 1 2 of 11

C A ALL CONDUCTORS SHOWN AT 60* FINAL (---------) AND MAXIMUM OPERATING SIDE PROFILES SHOWN 15' FROM VERTICAL DATUM: NAVD 88 (WITH GEIOD09) P&P CENTERLINE IS BASED ON STRUCTURE LOCATIONS. LOCATIONS OF UNDERGROUND UTILITIES ARE
z B B TEMPERATURE ( ) PER TABLE THIS SHEET. OHGW/OPGW SHOWN AT RIGHT SIDE PROFILE ( ) HORIZONTAL DATUM NAD 83 / NSRS 2007 FOR LEGAL CENTERLINE, SEE ROW/EASEMENT DOCUMENTS. APPROXIMATE AND SHOULD BE FIELD VERIFIED.
60* FINAL. REFER TO LINE DATA SHEET FOR DESIGN TENSIONS. LEFT SIDE PROFILE (- - - -- - -)
a A C
STRI SUB STR 24-1
HORIZ LA VERT LA
Conductor and As-Built Tension Information
60°F Initial Tension Max.
Span From STR Span To STR Wire Type (Ibs)Based on LiDAR Ruling Span(ft) Operating
Survey(See Note 1) Temp('F) 300 300
STR 4 STR 23-1 3-795 KCMIL ACSR 45/7 4160 550 146
STR 4 STR 23-1 7#8AW 2342 550
STR 4 STR 23-1 7#8AW 1 2430 1 550
NOTE 1. The rulingspan tensions above were determined from the as-built PLS-Model using the ruling span method. The ruling span
tensions above are approximate and should not be used for design purposes. For design,referto the as-built PLS-Model. The PLS-Model will
include tensions determined using the finite element method.
Station Comparison
PI-STR# PLS&Gen.2 P&P Gen.1 P&P Stationing(ft) Configuration Phasing
Stationing(ft)
N
AURORA SSDE 0 0 Horiz. Out of Aurora Sub-C B A > >
STR 4 896.338 2638.8
STR 23-1 11605.471 13349.9
STR 24-1 11844.048 13589 Vert. A B C 200 200
*Shown this Sheet *Refer to old P&P =
N
GENERAL NOTES: ~
1.This drawing reflects the updated stationing and survey details obtained by the LiDAR survey flights performed in 2010-2012. Please refer Li 0- Li LLLii
Li to original plan&profile drawings CT-51493 and CT-1 for property owner information,previous survey and stationing,easement Li
documentation and other details that mayor may not be duplicated on this sheet. Q
_J JN � N � N N (/)
2.Phasing is provided based on original plan&profile drawings.All substation phasing is read left to right looking out of the substation U op N LC)
terminal.Intermediate phasing details are the result of a change in conductor configuration.Phasing provided for a vertical or delta c9 0-) CD Q0 rn � m (_0m J 0- (V (_0 c9
conductor configuration reads from top to bottom phase.Phasing provided for a horizontal conductor configuration reads from left to right r- i i e0 CV N M �v-I v r- r� N (V
looking line ahead according to the PLS Stationing. N Lf7 Q i U-) 00 i 0r i 00 i i rn
.� I` NNJD MI� UD QNU OOUD �pMU tiO� U � L(D tCJ � B tCJ
� II Ln �� Ln II �� ED Ln �
Q X co
� < 00 0: �'D 0: < Qr- CC � a ,� I� a � � a � a
100 tN U0 N W tN (n N CL to (n N CL N (/) N N N CL N (n N to Un NCIL. N CL tN (n CL 100
541.29
503. 7
-- — 531.68 517.10 593.84 593.01 514.28 530.68
--- --
----- ---- --- ------ - ---- --- ----- ------ - --- ------ ----- ---- ----------- ----
.. .. _ -
.. . .... - _. . ._._ ._. . . ._. . . _. . _ _ _
k.� .
.. ... .. ..... ... ..... .... ..... ..... .. ..... ... .... ... ' ' .a —
r i.
0 z - -�» 0
H 2 p 2 Ih Y
U � U LLI
O O O
Q H
Uj
O
Hc- O
L H
H
O CD
0-
a
-100 -100
m ED m e
Ln LO r- co rn
d�
N 1 , 1
Uj 0W
2
ti LIJ
S
CANAL �J
L.L
CREEK
OF
I--I
0 0 0 0 0 0 - o
0 0 0 0 0 0 �Z�C� 'ti
LO . . . . . . . . . . . . .. . . . . . . .. . . . . . . .. . +o . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . o. . . .. . . . .. . . . . . . . . . .. . . . . . . . .. . . . . .. . . . . . . . .. . . . . . .. . . . .. . . .. . . . .. . . . .. . . . . . .. CD . .. . . . . .. ,n o .�
0 o i V`
0 0
�.`• + +
co
STR 11 "' STR 12 `O STR 13 STR 14 C° STR 15 r- 7 STR 16 co rn STR 19 >
z STR 17 STR 18
o. .. . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . .. . .. . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . . .
NORFOLK & SOUTHERN R/R DITCH
Q. ... . . . . . . . . . . _ . .:.:..,..:. .:_... . .. . :. . . . . . . .. .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . .. . . ... . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . .. . .: . . . . . . . . . . . . . . . . .. . . . . . . . .... . . . . . ... . . . . . . . . . . . . . . .. . . . . . . . DITCH . . . . . . .. . . . ........,. . .. . .. . ... . . . .. . . ... . .... . .... . ..... . . . .. . . . . . . .
. . . . . . . . . . . . . . . . . . . ... . . . . . .. : . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . N
..... ....--- - -- ...--- — - - ---...__.....----------.._..- —._._...._._.. ---.... --..._._:..—__---------=----------- ------ -- . .._ ._........----- ----._.._._. _.._._
-- -... - --- _._..........._._...__...- -. ._..-- - - - _... - - _ - - - - -..._...._._...._..._.......__.....__ N
- --- -:--...... ------.._.. --... -- --- - - - - ---... ---.._... -- -...... -- ---------- N
-- -..__....- _... ----- - - _... ----------- ---._. _ - .....- - - - w
o : .. . . . . . . . . .. . . . .. . . . . .. . . . ... . . . . .. . ... . .. . . . . :. . . . . . .. . . . . . . . . . . . . : . . . . . . . . . . . .:. . . . . . . . . .... . AURORA-AURORA PCS o
v
ao - DITCH i" �- 230KV BLACK FEEDER �: U
DITCH . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . ..
�_ V ti m U U U_ HO-z Uv� �zy U U z O �C�i Lo m U Cri U� QQ
X Q O O O O N O O O O w �-'�m mI­Z w'-' '--� r~-i r~-i LLLL ti O ti = O~ ti ti ~' QQ �y``
O Q OWN NLL0 O O O O�O O O O LL
w w Q 0
= wCD
a cn c < .�
a a oo D
CD cD
c` J Q
J 0 I
c� Q
o
0
w
o D
- - - TITLE Q
INDICATES DAMPER POSITION; ONE PER DAMPER (f DUKE AURORA - AURORA P C S
_ _ _ K WHITE FEEDER
ENERGY® 230 V W I E EEDE
L1 - THE DISTANCE FROM � OF SUSP CLAMP OR END � T
OF D.E. TO � OF DAMPER CLAMP STIR 1-23 34 27 1\/ PROGRESS PLAN AND PROFILE
L2= DISTANCE FROM (i OF CLAMP ON FIRST DAMPER L1 L2 L1 L2 STR 23A-76 36 - vv
00A E19003101 10/29/2021 RAISE LINE FOR NUTRIEN EQUIPMENT S. CHERRY W. HUNTER E. WEYER To of CLAMP ON SECOND DAMPER 600' RS ONLY 37 - 200.0 FT. -
HORIZ. SCALE
00 02/12/2014 INITIAL RELEASE DEADEND SUSPENSION RULING SPAN (FT) L1 L2 SIZE WING SHEET
REV PROD. N0. DATE REVISION DRAWN CHECKED APPROVED
OR STR RANGE (IN) (IN) 40.0 FT. VERT. SCALE DDRA C T - 61171A 1 3 of 11

C C ALL CONDUCTORS SHOWN AT 60* FINAL (---------) AND MAXIMUM OPERATING SIDE PROFILES SHOWN 15' FROM VERTICAL DATUM: NAVD 88 (WITH GEIOD09) P&P CENTERLINE IS BASED ON STRUCTURE LOCATIONS. LOCATIONS OF UNDERGROUND UTILITIES ARE
z B B TEMPERATURE I(-) PER TABLE THIS SHEET. OHGW/OPGW SHOWN AT RIGHT SIDE PROFILE ( ) HORIZONTAL DATUM NAD 83 / NSRS 2007 FOR LEGAL CENTERLINE, SEE ROW/EASEMENT DOCUMENTS. APPROXIMATE AND SHOULD BE FIELD VERIFIED.
60' FINAL. REFER TO LINE DATA SHEET FOR DESIGN TENSIONS. LEFT SIDE PROFILE ( )
a A A
STRI SUB STR 24
HORIZ LA VERT LA
Conductor and As-Built Tension Information
60°F Initial Tension Max.
Span From STR Span To STR Wire Type (Ibs)Based on LiDAR Ruling Operating
Survey(See Note 1) Span(ft) Temp(°F) 300 300
STR 5 STR 23 3-795 KCMIL 45/7 ACSR 4589 550 212
STR 5 STR 23 1-7#8 AW 2492 550
STR 5 STR 23 1-7#8 AW 2770 550
NOTE 1. The ruling span tensions above were determined from the as-built PLS-Model using the ruling span method. The ruling span
tensions above are approximate and should not be used for design purposes. For design,refer to the as-built PLS-Model. The PLS-Model will
include tensions determined using the finite element method.
Station Comparison
N
N
PLS&Gen.2 P&P > m
PI-STR# Gen.1 P&P Stationing(ft) Configuration Phasing >
Stationing(ft)
L
L
AURORA SSDE 0 105195 Horiz. Out of Aurora SS-C B A
STR 5 1490.711 106686.6 Li
STR 14 6345.651 111543 —
STR 16 7341.383 112538 200 N N 200
STR 17 7914.437 113111 CC
STR 23 11516.562 116714.54 LLJ
Li-
STR 24 12003.295 117202 Vertical C B A ICI
*Shown this Sheet *Referto old P&P l�
I L.L_ I I I I I
GENERAL NOTES: —
Q I I I I
1.This drawing reflects the updated stationing and survey details obtained by the LiDAR survey flights performed in 2010-2012. Please refer J I- I N H-I N I I N H N H-I N H-I N H-I N
to original plan&profile drawings CT-00001,CT-00002,CT-51493 and CT-51494for property owner information,previous survey and — I-- ~ ~ ~ ~ 1-- ~
stationing,easement documentation and other details that may or may not be duplicated on this sheet. rn U N L� I � ( �o Ln � c9 Lo 00 to c9 00 69 N
(/) Q M V
N Lr
Ln
2.Phasing is provided based on original plan&profile drawings.All substation phasing is read left to right looking out of the substation N N I M N N M M rn M
terminal.Intermediate phasing details are the result of a change in conductorconfi configuration.Phasing provided for vertical or delta J
P g g g gP C9 NN Mfg U � Q ry-) ) 0 O-) U � � nU � tia) U � � QUD mUCD
conductor configuration reads from top to bottom phase.Phasing provided for a horizontal conductor configuration reads from left to right CID C)
LL & (S) II
looking line ahead according to the PLS Stationing. Q B x Q CoQ Q Q Q a a Q
10 V) V) N 1 L VI (nNW 0 InNa_ V) (nNCL VI (0 CL V) (/) NCL NNCL 100
56 7.06 573.44
567.85
------ 575.01 566.821 1428.91 573.05 563.43 555.39 558.17
-- ------ ------ 000
- -
------ - ---- ---- ' - - ---- ----- ----
.:
. .....
- -
Z �o - . 0
Sr-I 2 2 W IF— r2 I__ 2 S p 2 CD Y Irl 2 2 2 3::
UH \ U U U U U U U N U CC U U 01 U rn W V U U U \ U J U
W
DO Z W rn O 0 0 O D O
H
Q
= 0 O Q r 2 J
I rn
O 73- LLJ N
ia� 0
~ p
W o O
O
J
H H
O U
a
-100 -100
m e e e m
Ln �o ao m
0
0
J
CO
J�
O
CANAL
Ljj
Li Q
w
M LQo CREEK W
m L.i.J
FENCE ~ I")
+ �
DITCH QZZ R R -AURORA P.. . . ... . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . ..... . . . . ... . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . ... . .... . . . . . . . . . . .. . . . . . . .. . . . ... . . . . . . . . . .. . . . . . . . . . .. . . . . .. . . . ...... . .. .. .. . . . .. . . . .. . . .. . .. . . . . . . . ... . . . .
N
230KV WHITE FEEDER U
ww
-...
._ ._
7
Q
. NORFOLK & SOUTHERN R/R DITCH
.. . . ..... . . . . . . . .. ... . .. . . . . . . ..... . . . . . . . . o . . . . . . ... . . . . . . . . . . . . . .. . . . .
o
.--i
. . . . . . . . . . . .: . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .�. . . . . . . . . . . ... . . . . . . . . . . . . . . .. . . . . . . . . . .. . . .. . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . .� . .:. . . . . . . . . . . . . . . .. . . . . . . . - TCH . . . ... .. . .. . ... . . . .... . . . .. . . ... . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. : STR 19 �. . . . . . . . .--i
"SCR 11 STR 12 STR 13 DI •` �,;; >
AN
z o: .. . . . . . . . o. . . .. . . . . :. . . . . . .. . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . ... 'S o STR 17 0 o o ti: 2 2
O o. DITCH o STR 14 STR 15 o k. TR 16 0 0 0 v v
c� (: . I ! 'a..: is --- -�- _ - DITCH -:
ti
o F a o U N
J 2 2 W S W W 2 2 = = LLJ
ti V OZ •�� Z w
v U v v U Ln U U U U U U U c� U �C� C� 2 2 v �v v v
I- 00 F- I- F-Z U U Z F-- U U Z ti
W F~-1 z W~ I---I H H ~ W Q=~ H I ~ ~ CCl ~ Q O V
O Q Q O O p 0 0 0 IOU LLJ�T�Of LIJL'-m � L�O O 0 L tiOp w 0 p p Q O O
Q Q + Lo ^
U
FM N LLJ LLJ C W a_
0 Q Q 0 O W O
H
X _ < < 00 Q
0CD
IL o 00 0
00
D
J
o a
Q
o �Z
w o
LU
J
Z
O D
- - - TITLE Q
INDICATES DAMPER POSITION; ONE PER DAMPER _ _ _ DUKE AURORA - AURORA P C S
FEEDER
L1 - THE DISTANCE FROM � OF SUSP CLAMP OR END ENERGY® 2 3 0 K V BLACK
OF D.E. TO OF DAMPER CLAMP ° STR 1-23 34 27 PROGRESS
L2= DISTANCE FROM (i OF CLAMP ON FIRST DAMPER STR 23A-76 36 - PLAN AND PROFILE
00A E19003101 10/29/2021 RAISE LINE FOR NUTRIEN EOUIPMENT S. CHERRY W. HUNTER E. WEYER To of CLAMP ON SECOND DAMPER L1 L2 L1 L2 600' RS ONLY 37 - 200.0 FT. —
HORIZ. SCALE
00 02/12/2014 INITIAL RELEASE DEADEND SUSPENSION RULING SPAN (FT) L1 L2 SIZE DRAWING SHEET
REV PROJ. NO. DATE REVISION DRAWN CHECKED APPROVED 1 V
OR STR RANGE (IN) (IN) 40.0 FT. VERT. SCALE D C T - 61171B 3 of 11

4�DUKE
ENERGY. 8l1 OINGA SMARTER FNERGYFUTIIRE'
USE GUIDELINES FOR ENCROACHMENTS INVOLVING TRANSMISSION EASEMENTS
Duke Energy has a property interest called an easement (or sometimes a right-of-way) in land that you own or are considering
purchasing.This easement grants Duke Energy the right to use the easement area for purposes described in the easement document that
is filed and recorded in the county's recorder office. This property interest stays with the land when it is bought and sold and generally
is perpetual in duration. A series of easements often form a corridor in which the transmission facilities are located and access up and
down the corridor is part of the reason Duke Energy obtains these rights.
Broadly stated, easements allow Duke Energy to use another person's property to construct, operate, maintain, repair, and replace
electrical facilities for the transmission of high voltage power. The landowner may continue to use the easement area so long as the use
is not inconsistent with the easement document or Duke Energy's use of the easement. Any incompatible use by the landowner is called
an encroachment. Where an encroachment is under construction,Duke Energy will request that it be stopped and removed; where an
encroachment is already installed, Duke Energy will request that it be removed. Where a landowner fails to cooperate, Duke Energy
will seek legal recourse to remove the encroachment.
Electricity is a public service and subject to state and federal regulations with which Duke Energy must comply. Any use by the
landowner that does or could create regulatory issues is an encroachment.Power lines in the transmission easement are uninsulated and
electricity is a dangerous instrumentality.Any landowner use that increases the danger to the landowner,the public or Duke Energy in
its use of the easement is also an encroachment.
Over years of designing, constructing, operating, repairing, upgrading and maintaining electric facilities in transmission easements,
Duke Energy has developed an understanding of the types of uses by landowners that do,or potentially can,interfere with the easement's
purposes and Duke Energy's ability to provide safe and reliable service. This guidance,which supersedes all prior versions,provides a
brief overview of types of things that do,or can,interfere with Duke Energy's easement rights and thereby create encroachments.
This overview cannot address all possible situations and is intended to provide general guidance. Please contact the Asset Protection
Specialist if you have additional questions or concerns about the use of the easements. Please discuss any proposed activity in the
transmission easements with Duke Energy to avoid creating an encroachment or interference. The Asset Protection Specialist can assist
and help avoid a subsequent need by the landowner to revise plans or remove obstructions from the easements.Engineering plans may
be required by Duke Energy to fully understand any proposed use by the landowner.
By providing these guidelines, Duke Energy does not waive any rights it has in its easements or under the law. Duke Energy's
concurrence that a proposed use does not constitute an interference with its easement rights does not mean that requirements of local,
county,state or federal governments or other agencies with governing authority have been met.
The following are not permitted in Duke Energy's transmission easements as they interfere with Duke Energy's use of the easements
for transmission of electricity by, among other things, interfering with full use the easement, interfering with existing facilities,
interfering with access to the facilities, interfering with future expansion in the easement, increasing the danger to the public or those
who may be required to work in the easement,creating regulatory violations and generally,making the transmission of electricity more
dangerous,costly and/or unreliable:Examples include but are not limited to:
• Permanent or temporary structures and buildings,including for example,permanent or manufactured/mobile homes
(and home additions and extensions), garages, sheds, satellite systems, intersections, cul-de-sacs, entrances, streets,
swimming pools(any associated equipment and decking),playground equipment,graves,billboards,dumpsters,signs,
wells,deer stands,retaining walls, septic systems or tanks(whether above or below ground).
• Mounding or stockpiling any material,such as spoils,dirt,logs,construction or building material,wrecked or disabled
vehicles,(e.g.may create clearance and access issues and/or increases dangers in using the easement).
• Transformers, telephone/cable pedestals and associated equipment (unless specifically addressed in a joint use
agreement), fire hydrants, manholes, water valves,water meters, backflow preventers& irrigation heads, (e.g. may
increase the likelihood of safety hazards&access issues).
Keywords: form;transmission asset protection GDLF-STD-TRM-00004
Applies to: Transmission-All Regions Rev.000 05/2020
Page 1 of 2
AUTHORIZED COPY
©2020 Duke Energy

4�DUKE
ENERGY. 8l1 OINGA SMARTER FNERGYFUTIIRE'
• Attachments to Duke Energy structures in the easement;(unless specifically addressed in a joint use agreement).
• Streets,roads,driveways,sewer/water lines,other utility lines or any underground facilities that run in parallel to the
centerline in the easement or cross in one contiguous segment from outside edge of easement to opposing outside
edge of easement,at any angle that is less than 30 degrees or greater than 90 degrees as measured from the centerline.
No portion of such facility shall be located within 25 feet of Duke Energy's facilities(unless specifically addressed
in a joint use agreement.)
• Fences or utilities that cross the easement in multiple segments in a non-continuous alignment from outside edge of
easement to opposing outside edge of easement at any angle of less than 30 degrees or greater than 90 degrees as
measured from the centerline. This generally creates an interference as the ability to access and utilize the full
easement and reach facilities in the easement is substantially impaired. If a fence crosses the easement at an angle
greater than or equal to 30 degrees and less than or equal to 90 degrees with the centerline, a gate (16 feet wide at
each crossing)shall be installed by the landowner,per Duke Energy's specifications.Duke Energy will supply a lock.
The landowner is required to install the Duke Energy lock on the gate to ensure access. The lock can be interlocked
with the landowner's lock. Fences and gates that exceed 10 feet in height are prohibited because they create a
clearance issue and are an interference. Fences that inhibit Duke Energy's access because they lack a gate that is at
least 16 feet wide,interfere with Duke Energy's easement use.
• Grading(cuts or fill)in the easement that is closer than 25 feet to transmission facilities i.e.poles,towers,guys and
anchors and/or slopes greater than 4:1 no matter where located or that otherwise change clearances or topography.
• Parking or lighting facilities which affect clearances,access or Duke Energy's ability to make full use of its easement.
• Placement of combustible materials and/or the purposeful burning of anything within the easement are inconsistent
with electric facilities,the transmission of power and create safety hazards and system reliability issues.
• Any water feature in the easement, such as a detention and retention pond,stream or lake. Where a structure outside
the easement causes erosion or directs storm water toward the easement or the electric facilities or access to or around
the electric facilities,such structure will interfere with Duke Energy's use and must be altered to eliminate that effect.
• Incompatible vegetation above ground transmission lines-Vegetation within or outside of the transmission easement
that will mature to a height or size that will pose a grow-in, fall-in, or blowing-together threat to the transmission
conductor (typical maximum mature height greater than 15 feet within the transmission easement depending on
location and voltage).
• Incompatible vegetation underground transmission lines-Vegetation within or outside of the transmission easement
that is capable of posing a threat(e.g.,root systems, etc.)to the underground transmission conductor by a) causing
damage to the underground pipes/cables or b) reducing the moisture in the soil,thus altering the thermal properties
of the surrounding soil / backfill and thereby negatively impacting the cable ampacity rating (typical maximum
mature height within the easement-greater than 3 feet depending on location and voltage).
• Incompatible vegetation for safe and reliable operation and access on all transmission lines - Vegetation that will
limit or block access,limit the safe and reliable operation,emergency restoration,or maintenance of the transmission
facilities, limit the full use of the transmission easement for its intended purposes or vegetation which is typically
within a horizontal distance of 25 feet of any Duke Energy facilities(towers,poles,guy wires,guy anchors,manholes,
dip-poles,substation equipment,etc.).
As discussed,these guidelines are not exhaustive and there may be other interferences on a case-by-case basis depending on individual
circumstances. Certain conditions such as line voltage, line criticality, frequency of required access and structure type may require
heightened restrictions in the easements to provide safe and reliable service.
If you have additional questions or plan any activity not mentioned above, please contact customer service and ask for your local
Transmission Asset Protection Specialist.
Keywords: form;transmission asset protection GDLF-STD-TRM-00004
Applies to: Transmission-All Regions Rev.000 05/2020
Page 2 of 2
AUTHORIZED COPY
©2020 Duke Energy

Duke Energy North Carolina and South Carolina
Transmission Asset Protection Zones
Area A Warren
Person Vance Halifax
Caswell Granville
Alleghany Stokes Rockingham
Surry
Orange MR Franklin Nash
Area A and Area B have different right-of-way Wilkes Greensboro Durham, Etlgecombe
Yadkin Forsyth • Durham
restrictions related to tree and light heights. Winston-Salem' Guilford Alamance Raleigh Wilson
Please refer to the attached Right-of-Way Area B Avery A
Mitchell y Alexander Davie Wake Johnston Greene
Restrictions Guide for more information. e / Caldwell Iredell ww Davidson Chatham
' V Yancey Hickory �� Randolph Goldsboro �� o
Madison y
Burke 'Catawba Rowan Lee Harnett Wayne is
Asheville McDowell Lenoi
• Lincoln Cabarrus Moore
Haywood Buncombe Rutherford Charlotte stanly Montgomery Duplin rav Carteret
Swain Cleveland Gaston • Hoke Cumberland Sampson Onslow •
Henderson Polk Mecklenburg Richmond Morehead City
Graham Jackson Rockingham
Union Anson
Franklin Transylvania Scotland
Spartanburg Robeson Blad Area B
Cherokee York e
Cherokee Macon •
Clay Greenville Spartanburg Chesterfield Marlboro
Pickens Cheste�Lancaster ( Hanover
Greenville Union
Oconee y ill Columbus •
Laurens Fairfield Kershaw Darlington Wilmington
• Ma Brunswick
Anderson Newberry Lee Florence
Area A Hart Florence
Abbeville Greenwood Area* Area B
Columbia Sumter
Area divider McCormick Clarendon Williamsbu
Asset Protection Right-of-Way Specialist Zones
Zone 1 — Craig Garrett 828.258.5018 Zone 3 — Stephen Lord 704.812.2316 Zone 5 — Lorick Fanning 910.944.5249 Zone 7 — Bruce Pait 919.431.4831
[e-mail] [e-mail] [e-mail] [e-mail]
Zone 2 —Johnny Wagner 864.234.4382 Zone 4— Ethan Pardue 336.526.2524 Zone 6 — Bill Wilder 910.772.4903
[e-mail] [e-mail] [e-mail] DUKE
Legend—updated 12/17/19 �, ENERGY®
©2021 Duke Energy Corporation 210271-B 12/21 BUILDINGA SMARTER ENERGVFUTURE®

Important OSHA crane regulation
Cranes and derricks near transmission power °
lines — OSHA 29 CFR 1926.1407-1411
�t
This regulation applies to power-operated equipment used in
construction that can hoist, lower and horizontally move a
' : .:. suspended load. Such equipment includes, but is not limited to: • • • • • • ,•- • -
If any part of equipment, load line or load could get closer than
y 20 feet to less than 350 kV power lines or 50 feet for greater
than 350 kV power lines, you must speak with a Duke Energy
representative before beginning work.
3 Such equipment includes, but is not limited to: -�• �
�� ""�' ■ Articulating cranes (such ■ Crawler cranes ����s� ��•. �f 6
�! as knuckle boom cranes) - •
■ Cranes on barges • ._� ��� � �����1►���� ':�.,
■ Floating cranes •••• - �� NOWRN
■ Side boom tractors
:<
■ Locomotive cranes
Your safety is our priority Base-mounted drum
r-
We have a goal at Duke Energy-to eliminate injury and death ■ Multipurpose machines hoists only when used configured to hoist with derricks �•-
: y �;� ■'� ��
from needless power line contacts. We want to provide you with when
(b d lower y means ,-
the information you need to stay safe at work. an Tower cranes
of a winch or hook) - - • • • _ , ,=•!�C�ti
and horizontally move ■ Portal cranes
Be .011 � �� r ��� ■
a suspended load r ► ��
p Service/mechanic trucks
■ Industrial cranes ■ with a hoisting device
(such as carry deck cranes) ■ Dedicated pile drivers , x_- ' � ,• r�
■ Pedestal cranes ■ Mobile cranes
• • • •• -' • ■ Straddle cranes (such as wheel-mounted, - • •, Know how to protect yourself, your crew
• 1 ■ Derricks
rough-terrain, all-terrain, and the public when working around
- • • .• - • � • .
commercial truck-mounted
•'• • • ' -• '' • • • • ■ Overhead bridge and gantry and boom truck cranes) transmission lines.
• • - _ -• •• - ••• •• cranes NOT permanently ■ Variations of these types
• • •- -• . • • -• . installed of equipment
OSHA- 1910.333 Applies to
••
NonQualified Persons Minimum Approach Distance ` ' - ' • '
r

Know your voltage, A planned project
Duke Energy Midwest Transmission Line Structures
know your ' . project
Federal law requires that all contractors Check the job site for hazards and know
maintain at least a 10-foot clearance from the location of all overhead power lines
overhead power lines up to 50 kV. Greater and electric equipment, including poles
clearance is required for higher-voltage and guy wires.
power lines and cranes and derricks
In Construction. Duke Energy Florida Transmission Line Structures
Consider all overhead lines as energized. Mark the work site
boundaries to keep workers, vehicles, tools and equipment
a safe distance from electric lines and equipment.
Contact Duke Energy at least three working days before you
start working near overhead power lines and equipment so Hold a pre-work safety meeting, pointing out areas where V
that safety recommendations can be made. overhead lines and electric equipment are located. ;
Treat all transmission lines, regardless of their We can help you:
operating voltage, with caution: Confirm voltage
44 kV and 100 kV lines look similar. Confirm clearance
Never assume a voltage based on the illustration. Confirm wire height under peak conditions Duke Energy Carolinas Transmission Line Structures
Minimum clearance includes maximum sag, which must Provide safety guidance around power lines
be calculated for each instance. Review and approve drawings for:
Injury or death can occur without touching power lines. Compliance with right-of-way restrictions
Assume all overhead power lines are energized. Compliance to National Electric Safety Code
Contact Duke Energy if you are in doubt about safe Identify the best, safe solution
operating distances.
Emergency situations
Fact 1 . If your equipment makes contact with an overhead power line,
Power lines that serve your homes and businesses notify Duke Energy immediately and take these precautions: Duke Energy Progress Carolinas Transmission Line Structures
are not insulated like home appliance cords. Have someone call 911.
Fact 2. Do not attempt to turn off engines or generators.
Move equipment away from the line only if it is safe to do so. I
Power lines carry 4,000 to 500,000 volts of Remain on equipment until utility workers arrive and
41
electricity that can seriously injure de-energize the line.
77- 1
or kill on contact. Warn others to stay away. Those on the ground can be injured I
Fact 3. or killed if they make contact with the equipment.
If you must leave the equipment because of fire or other
The simplest way to stay safe is to know where dangers, jump off with your feet together. Never touch the
your power Imes are located and stay away. ground and equipment at the same time. Keeping your feet
together, shuffle or hop away until you are clear of the area. For more information, visit • •
130695-look-up-and-live-brochure-v3.indd 5-6,8 8/6/14 9:26 AM