NCC230668_MODIFICATION Supporting Documents_20230920 (3)

ENERGY LAND &
INFRASTRUCTURE
ENGINEERS•SURVEYORS•INFRASTRVCTURE•ENVIRONMENTAL
September 6, 2023
J. Randall Jones,Jr., PE
Environmental Engineer
NCDEQ-DEMLR Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
252.948.3900
[e-mail]
RE: PERMIT MODIFICATION- EROSION AND SEDIMENT CONTROL APPROVAL
LE N OI R-2023-008
PNG-DIMP CP SECTION 16
KINSTON, LENOIR COUNTY, NORTH CAROLINA
The Piedmont Natural Gas Company, Inc. (PNG) project to construct approximately 9,600 ft. of 8" MDPE
natural gas distribution line and 3,100 ft. of 2" MDPE natural gas distribution line in Kinston, Lenoir
County, NC, was approved by your office by letter of February 23, 2023, under Lenoir-2023-008 for a
land disturbance of 5.494 acres.
As such,the contractor has requested additional land disturbance area to reduce constraints on
constructability.The revised land disturbance is 5.672 acres.
The revised Financial Responsibility/Ownership Form and the specific plan sheets indicating the LOD
increases are enclosed for your review. The original fee payment of$600 remains valid for the project.
If you have any questions or need additional information, please contact me at(615)478-8657 or by email
at [e-mail].
Sincerely,
ENERGY LAND& INFRASTRUCTURE, PLLC
CpaMle---
John L. Farmer, PE, CPESC,TN QHP
Environmental Practice Lead
Enclosures
745 S. Church Street, Suite 801, Murfreesboro,TEnnE55EE 37130 www.Ell-IIc.com
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

Check if this project is ARPA-funded ❑
Attach a copy of the Letter of Intent to Fund
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more acres as covered by the Act, including any
activity under a common plan of development of this size as covered by the NCG01 permit, before this form
and an acceptable erosion and sedimentation control plan have been completed and approved by the Land
Quality Section, N.C. Department of Environmental Quality. Submit the completed form to the appropriate
Regional Office. (Please type or print and, if the question is not applicable or the e-mail address or phone
number is unavailable, place N/A in the blank.)
Part A.
1. Project Name PNG- DIMP CP Section 16
*If this project involves American Rescue Plan Act(ARPA) funds, list the Project Name or Project
Number(e.g., SRP-D-ARP-0121) below under which you were approved for funding through the
Division of Water Infrastructure(DWI).
2. Location of land-disturbing activity: County Lenoir City or Township Kinston
Cunningham Rd,Greenleaf Rd 35.48722 -77.93944
Highway/Street Latltude(decimal degrees) Longltude(decimai degrees)
3. Approximate date land-disturbing activity will commence 2/1/23
4. Purpose of development(residential, commercial, industrial, institutional, etc.). natural gas utility
5 Total acreage disturbed or uncovered (including off-site borrow and waste areas) 5.67
6 Amount of fee enclosed: $paid $600 (01/24/23) The application fee of$100.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: 8.10-acre application fee is $900).
Checks should be addressed to NCDEQ.
7 Has an erosion and sediment control plan been filed? Yes ❑ Enclosed El No El
8 Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name Logan Peede E-mail Address [e-mail]
Phone: Office# 252.639.7240 Mobile#
9. Landowner(s)of Record (attach accompanied page to list additional owners):
roadway rights-of-way
Name Phone: Office# Mobile#
Current Mailing Address Current Street Address
City State Zip City State Zip
10. Deed Book No. ROW Page No Provide a copy of the most current deed

Part B.
1. Company(ies)who are financially responsible for the land-disturbing activity(Provide a comprehensive list
of all responsible parties on accompanied page.) If the company is a sole proprietorship or if the landowner(s)is
an individual(s), the name(s)of the owner(s)may be listed as the financially responsible party(ies).
Piedmont Natural Gas i o9a 11 . Pe--/I,e d wlte-ewe, •CO,"
Company Name E-mail Address
4720 Piedmont Row Drive Lf 01 •ic.er/ti-i-ive- ?a It
Current Mailing Address Current Street Address
Charlotte NC 28210 i4evv 13P,rh ,c.. 2g5 62
City State Zip City State Zip
Phone: Office# 252.639.7240 Mobile# 2 51. 2 (o g . 3631r),
Note: If the Financially Responsible Party is not the owner of the land to be disturbed, include with this form
the landowner's signed and dated written consent for the applicant to submit a draft erosion and sedimentation
control conduct the anticipated dist.irhing activity.
plan and to vv�i..uv..��.....��u..�p,....... land ..�.....� ,..y ..........�.
2. (a) If the Financially Responsible Party is a domestic company registered on the NC Secretary of State
business registry, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Name of Individual to Contact(if Registered Agent is a company)
(b) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina agent who is registered on the NC Secretary of State business registry:
CT Corporation System [e-mail]
Name of Registered Agent E-mail Address
160 Mine Lake Court Suite 200
Current Mailing Address Current Street Address
Raleigh NC 27615
City State Zip City State Zip
Phone: Office# 844.252.0698 Mobile#
Karen Rozar
Name of Individual to Contact(if Registered Agent is a company)

(c) If the Financially Responsible Party is engaging in business under an assumed name, give name under
which the company is Doing Business As. If the Financially Responsible Party is an individual, General
Partnership, or other company not registered and doing business under an assumed name, attach a copy
of the Certificate of Assumed Name.
Company DBA Name
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath. (This form must be signed by the Financially Responsible Person if an individual(s)
or his attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Party). I agree to provide
corrected information should there be any change in the information provided herein.
t- o Girl P cote b;S-fv bud; an Prooc�+ Sic �611iS4
Type ooj print name Title or Authority
g/ o oZ3
Signatu Date
Sf 11 - (}ttcr. Ednr►u ,dsa•, , a Notary Public of the County of C.reUQ ,-
State of North Carolina, hereby certify that 0 9 et n Pc -de_ appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him/her.
Witness my hand and notarial seal, this 3044lday of A v 9 v s , 20 2 3
Notaq
gal
My commission expires Fchr.. 7 10 Zags'

Continued from Items 9 & 10 in Part A of the Financial Responsibility/Ownership Form for multiple
owners. Attach copies of this page as needed to list all landowners.
Landowner 2 of Record
Name Phone: Office# Mobile#
Current Mailing Address Current Street Address
City State Zip City State Zip
Deed Book No Page No. Provide a copy of the most current deed.
Landowner 3 of Record:
Name Phone: Office# Mobile#
Current Mailing Address Current Street Address
City State Zip City State Zip
Deed Book No. Page No. Provide a copy of the most current deed.
Landowner 4 of Record.
Name Phone: Office# Mobile#
Current Mailing Address Current Street Address
City State Zip City State Zip
Deed Book No. Page No. Provide a copy of the most current deed.
Landowner 5 of Record:
Name Phone: Office# Mobile#
Current Mailing Address Current Street Address
City State Zip City State Zip
Deed Book No. Page No. Provide a copy of the most current deed.

Continued from Item 1 in Part B of the Financial Responsibility/Ownership Form for multiple parties.
Attach copies of this page as needed to list all financially responsible parties.
Company 2 Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Company 3 Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Company 4 Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Company 5 Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#

Nc STATE o)t
ROY COOPER fi' =
Governor v �4 ��
fM:; 2i.
ELIZABETH S.BISER \` rs p''', a
Secretary '\ w+v r E41a
DOUGLAS R.ANSEL NORTH CAROLINA
interim Director Environmental Quality
February 23, 2023
LETTER OF APPROVAL WITH MODIFICATIONS
Piedmont Natural Gas
ATTN: Amber Lineback, General Manager - Distribution/Construction
4720 Piedmont Row Drive
Charlotte, North Carolina 28210
RE: Project Name: PNG - DIMP CP Section 16
Project ID: Lenoir-2023-008
County: Lenoir
City: Kinston Acres Approved: 5.49
Address: Cunningham Road, Greenleaf Road
River Basin: Neuse
Date Received by LQS: January 27, 2023
Submitted By: Energy, Land, & Infrastructure, PLLC
Plan Type: New
Dear Madam,
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable with modifications and hereby issue this letter of Approval with
Modifications.The Modifications Required for Approval are listed on the attached page. This
plan approval shall expire three (3) years following the date of approval, if no land-
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
As of April 1, 2019, all new construction activities are required to complete and submit an
electronic Notice of Intent (eN01) form requesting a Certificate of Coverage (COG) under the
NCG010000 Construction General Permit. After the form is reviewed and found to be
complete, you will receive a link with payment instructions for the $100 annual permit
fee. After the fee is processed, you will receive the COC via email. As the Financially
Responsible Party shown on the FRO form submitted for this project, you MUST obtain the
COC prior to commencement of any land disturbing activity. The eNOI form maybe accessed
at deq.nc.gov/NCG01. Please direct questions about the eN01 form to the Stormwater
Program staff in the Raleigh central office. If the owner/operator of this project changes in
the future, the new responsible party must obtain a new COC.
Title 15A NCAC 4B .0118(a) and the NCGO1 permit require that the following
documentation be kept on file at the job site:
DE --A,,
North Carolina Department of Environmental Quality I Division of Energy.Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washington.North Carolina 27889
NORTH CAFIOUNA
Deparlinent m u,.ro,.Y.ma Mold"
q 252.946.6481

1. The approved E&SC plan as well as any approved deviation.
2. The NCG01 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic
inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance-oriented,
requiring protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control
plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of
1973 (North Carolina General Statute 113A-51 through 66), this office may require revisions
to the plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances
or rules may also apply to this land-disturbing activity. This approval does not supersede
any other permit or approval.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances
or rules may also apply to this land1disturbing activity. This approval does not supersede
I
any other permit or approval.
i
Please note that this approval is 'baSed in part on the accuracy of the information provided
in the Financial Responsibility Form, which you provided. You are requested to file an
amended form if there is any change in the information included on the form. In addition, it
would be helpful if you notify this office of the proposed starting date for this project.
Please be advised that a rule to protect and maintain existing buffers along watercourses in
the Neuse River Basin became effective on July 22, 1997. The Neuse River Riparian Area
Protection and Maintenance Rule (15A NCAC 2B.0714) applies to the 50-foot wide zone
directly adjacent to surface waters (intermittent streams, perennial streams, lakes, ponds,
and estuaries) in the Neuse River Basin. For more information about this riparian area rule,
please contact the Division of Water Resources Wetland/401 Unit at 919-807-6300, or DWR
in our regional office at 252-946-6481.
Sincerely,
CL,`
Samir Dumpor, PE
Regional Engineer
Land Quality Section
cc w/o enc: Amber Lineback- PNG (email)
John Farmer, Energy, Land,& Infrastructure (email)
WaRO Division of Water Resources (email)

1. The developer is responsible for the control of sediment on-site. If the approved
erosion and sedimentation control measures prove insufficient, the developer must
take those additional steps necessary to stop sediment from leaving this site (NCGS
113A-57(3)). Each sediment storage device must be inspected after each storm event
(NCGS 113A-54.1(e)). Maintenance and/or clean out is necessary anytime the device
is at 50% capacity. All sediment storage measures will remain on site and functional
until all grading and final landscaping of the project is complete (15A NCAC 04B
.0113).
2. The developer is responsible for obtaining all permits and approvals necessary for
the development of this project prior to the commencement of this land disturbing
activity. This could include our agency's Stormwater regulations and the Division of
Water Resources' enforcement requirements within Section 401 of the Clean Water
Act, the U.S. Army Corps of Engineers' jurisdiction of Section 404 of the Clean Water
Act, the Division of Coastal Management's CAMA requirements, the Division of Solid
Waste Management's landfill regulations, the Environmental Protection Agency
and/or The U.S. Army Corps of Engineers jurisdiction of the Clean Water Act, local
County or Municipalities' ordinances, or others that may be required. This approval
cannot supersede any other permit or approval.
3. Adequate and appropriate measures must be properly installed downstream, within
the limits of disturbance, of any land disturbing activity to prevent sediment from
leaving the limits of disturbance,entering existing drainage systems,impacting an on-
site natural watercourse or adjoining property. (NCGS 113A-57)

PROJECT INFORMATION SHEET
APPROVAL DATE: February 23, 2023
RESPONSIBLE PARTY: Piedmont Natural Gas
PROJECT NAME: PNG DIMP CP Section 16
COUNTY: Lenoir NO.: Lenoi-2023-008
OFF-SITE BORROW
AND/OR DISPOSAL SITE: NO.:
START-UP DATE:
CONTRACTOR:
ON-SITE CONTACT:
ON-SITE PHONE NO.:
OFFICE PHONE NO.:
COMPLETE & RETURN THIS FORM
PRIOR TO THE START OF CONSTRUCTION TO:
N.C.D.E.Q.
LAND QUALITY SECTION
ATTN: Bradley West
943 WASHINGTON SQUARE MALL
WASHINGTON, NORTH CAROLINA 27889
do nal d.we st@ nc de n r.gov

CERTIFICATE OF PLAN APPROVAL
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T•he posting of this certificate certifies that an erosion and sedimentation control plan has been
approved for this project by the North Carolina Department of Environmental Quality in
accordance with North Carolina General Statute 113A — 57 (4) and 113A — 54 (d) (4) and North
1 Carolina Administrative Code, Title 15A, Chap er 4B.0107 (c). This certificate must be post ed
at the primary entrance of the job site before construction begins and until establishment of
permanent groundcover as required by North Carolina Administrative Code, Title 15A, I
Chapter 4B.0127 (b). 1 - OI 0 ittwo4 (ic
1
li
I cv••+�; c!'�I,i Ar 44 AA ow. LO kCO .,
Project Name and Location
jO3I3I2o)3
1 Date of Plan Approval Regional Engineer
„:..05i,LDECT-
:e�ti#date of Coverage Number LG 1 AUZ3

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r4IPtii7{ av Sheet List Table
p - -._.,... SHEET NO. SHEET NAME EVISIO
•�P 01 COVER SHEET 1 0
/ ` t 02 GENERAL NOTES AND ABBREVIATION
f 1-..; 03 GAS DETAILS 0
,.,� ' T r•-• BRENTWOOD RD
' 04 CONSTRUCTION DETAILS 0
NI A
„ • ,�s • , � F - , •, ,• .•- 'ROJECTSTART
9r; i, , 05 CONSTRUCTION DETAILS 12 0
CUNNINGHAM RD
`'' ', . • N 35°29 1a.00 06 CONSTRUCTION DETAILS 13
' �W 77°5 '82.11'
"c. 1- . • 07 ALIGNMENT PLAN & PROFILE 1 1 0
LINDEN AVE 1 { I NIN ,'•M RD J4 08 ALIGNMENT PLAN &PROFILE 2
�, ' `r R-1745 09 ALIGNMENT PLAN &PROFILE 3
r PROJECT END• ;4..;•fix ..+, � "K,• I
-��L"GREENMEAD DR - alik - 10 ALIGNMENT PLAN &PROFILE 4 1 A.
'• 3 .5787.00 �y , 1 41 11 ALIGNMENT PLAN &PROFILE 5
w n°s7 s7.00 ,-
W i.` N
am 4 12 ALIGNMENT PLAN &PROFILE 6
all - �. ; 13 ALIGNMENT PLAN &PROFILE 7 1
�` 5 :4: j 4 14 ALIGNMENT PLAN &PROFILE 8 1
` ,"._ -� + At 15 ALIGNMENT PLAN &PROFILE 9
!•i N 16 ALIGNMENT PLAN & PROFILE 10 0
.., = -- ., ~••i �4. . :w� � 7 ., `2 ^ 17 ALIGNMENT PLAN &PROFILE 11 0
'N _{K'^ _ f.r ,. • ;. y'' �. '-vree ' 18 ALIGNMENT PLAN & PROFILE 12 0
a+.v+ •' r"� ._'=`= : fir.,- _ 19 EPSC DETAILS 0
LOCATION MAP 20 EPSC DETAILS
NOT TO SCALE 21 EPSC NOTES 1 0
22 EPSC NOTES
23 EPSC PLAN 1 1 10
24 EPSC PLAN 2
25 EPSC PLAN 3 1 0
26 EPSC PLAN 4
27 EPSC PLAN 5
CONSTRUCTION PLANS
28 EPSC PLAN 6
29 EPSC PLAN 7
FOR30 E&SC MEASURES BOM 0
DIMP CP SECTION 16
KINSTON, LENOIR COUNTY, NC
NOTE: LATITUDE/LONGITUDE TO BE VERIFIED BY AS-BUILT SURVEY.
r
ISSUED FOR CONSTRUCTION ra Piedmont Natural Gas
REVISION 1: 08/03/2023
ENERGY LAND &
OWNER: PIEDMONT NATURAL GAS INFRASTRUCTURE
105 IMPACT BOULEVARD `x°'""xE•. °"_""`""_'"°"NEE•.'"°"MENTAL
ELIZABETH CITY,NC 28210 PH:[phone] NASHV LLEEMURfREESBORO.TENNESSEE
, CARY.NORTH CAROLINA ARLINGTON.VIRGINIA
oms ervexcvwoe msxwsmucruxe.iknuxi.xrs xesenrEEo
J
'PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED'DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
o`"�'�Y.•9A R9<�'%; DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE*TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
oQ.•o/ ss 2
NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
E /.''' = wrE "rgLs SHEET(S) 01 OF 30 DWG SCALE NOT TO SCALE
• 028822 : = 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE #### REGIONAL DIMP CP SECTION 16
•• F e-- 1 08/03/2023 REVISION PER COMMENTS-LOD UPDATED JEM DMC JDS ACCOUNT NUMBER IIII IIt# ENGINEER DWG DATE 10I1412022 SUPERSEDED —
NG I NEB°•`t'`
,QF�•D PROJECT NUMBER ---- °"E INITIAI
s MGR TECH DUKEGY rol'Naua Gas� COVER SHEET DRAWING NUMBER REVISION
- rrrr rr,'8/3/23 DRAWING BY JEM REC&STD ENERGY
ENERGYLAND&INH CTUREPLLC STATION IDI DATE INITIALS PRINCIPAL KINSTON, NORTH CAROLINA 1
136QUADE DRMECARY,NC27511
3 NCLICENSE NO.P-1289 CHECKER INITIALS I DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

3 OWNERSHIP 3
0 0
2 ACREAGE 6a
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REF.DWG.NO.
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e SEE DETAIL 20 ON SHEET 6 - -. <_ _ - - _ . _ - • GRAPHIC SCALE(IN FEET)
(FINAL STABILIZATION OF ALL SERVICE TIE-IN AREAS SHALL ._ ` '' � - - 8* 0100
/ BE COMPLETED IMMEDIATELY FOLLOWING THE TIE-IN.) r' ( '
J 1 - - - i. 'ri-- - • f inch=50ft.
7
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o LENGTH
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w 0 50 3'x3'BORE PIT _ —50 =,
PROPOSED
25
HDD CROSSING 8'MDPE MAIN - 25
a 3'x3'BORE PIT /\
ii
u TIE TO EXISTING 8"STEEL GAS MAIN
SEE DETAIL 20 ON SHEET 6
u -25 (FINAL STABILIZATION OF ALL SERVICE TIE-IN AREAS SHALL 25
BE COMPLETED IMMEDIATELY FOLLOWING THE TIE-IN.
-50 I II
g - -0+50 0+00 1+00 210 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
PROFILE VIEW(CUNNINGHAM RD(
i o SCALE:1"=60'
t MATERIAL
CONST.METHOD
'6 CLASS/MAOP
o '�A'R ,,, *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
'N,,....,o4 DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
o?.o Ess
•7 NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
� � 1 DATE INITIALS
SHEET(S) 07 OF 30 DWG SCALE NOT TO SCALE
026822 - 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE WI* REGIONAL D I M P C P SECTION 16
F P i: 1 REVISION PER COMMENTS-UPDATED NOTES • ENGINEER `' 11U11 ALIGNMENT PLAN & PROFILE 1 DWG DATE 10/14/2022 SUPERSEDED —
•••.. ...E.••,,c \,: DUKE Piedmont'.,�pFC•O• S�\.( PROJECT - re INITIALS MGR TECH Natural Gas DRAWING NUMBER REVISION
'"°'8/3/2a - REC&STD
ENERGY. KINSTON, NORTH CAROLINA 1
Z ENERGY LAND&INFRASTRUCURERIC STATION
DATE INITIALS PRINCIPAL
136 QUADS DRN/E CNR1',NC 27511
3 NCDCENSE NO.R12� CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

3 OWNERSHIP 3
0 0
ACREAGE 'g
s a
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REF.DWG.NO.
to co
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•
N/F PROPOSED PROPOSED PROPOSED INSTALL 8"
cliv or KINs1oN - 3'x3'BORE PIT • 3'x3'BORE PIT- - - - 'TEE WITH STUB -
D© 1134 Pc 2aa 3'x3'BORE PIT 7.2'FROM EOP
--• _ _ PROPOSED ",45"-'-'3 PROPOSED 7'FROM EOP 7.2'FROM EOPWS-
13.6'FROM RAN 13.1'FROM RNV 5.5'FROM R/W
-�- - -- 8"MDPE MAIN _ 3'x3'BORE PIT' - - ■
11 7.3'FROM EOP• • J'' ,{
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J I II PROPOSED 8"MDPE/- 8"MDPE
I I I I P° 11 , I /, '
I CUNNINGHAM RD Me/ - -
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- GRAPHIC SCALE(IN FEET)
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wa wa i wa
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7G ,1 /r I _ I f I I / -75
5,t/ 5'� 5,1 / 5'I5,1 /50 PROPOSED— PROPOSED PROPOSED — 50Lo
w 8"MDPE MAIN 3'x3'BORE PIT 8"MDPE MAIN 3'z3'BORE PIT 8"MDPE MAIN O
.T 25 25
I -12 HDD CROSSING 3'x3'BORE PIT HDD CROSSING]
3'x3'BORE PIT a
II
0— 0
25— 25
a
50
p LS 46+00 47I00 48+00 49+00 50+00 51I00 52+00 53+00 54I00 55+00 56+00
•
PROFILE VIEW(CUNNINGHAM RD)
o SCALE:1"=60'
t MATERIAL
CONST.METHOD
g CLASS/MAOP
"111 ' *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
§ °ss'SN.•CAO<'',, DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
o¢ ;;
(D NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
=6':• 028822 • € 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE ##H# DATE INITIALS REGIONAL DIM P C P SECTION 16 SHEET(S) 10 OF 30 DWG SCALE NOT TO SCALE
F P 1 08/03/2023 REVISION PER COMMENTS-UPDATED NOTES JEM DMC JDS ACCOUNT NUMBER N/NFI/# ENGINEER `' 11U11 ALIGNMENT PLAN & PROFILE 4 DWG DATE 10/14/2022 SUPERSEDED —
'1,cINEO•°°'T DUKE Piedmont
' \,. PROJECT NUMBER ---- DATE INITIAL MGR TECH DRAWING NUMBER REVISION
F<'o°°'SM Natural Gas
" °�/3/23 DRAWING BY JEM REC&STD ENERGY.
6 ENERGY LAND&INFRPSTRUCURERIC STATION IDI _ DATE INITIALS PRINCIPAL KINSTON, NORTH CAROLINA 1
136 QUADE DRIVE CARY,NC 27511
3 NCUCENSE NO.P-128 CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

3 OWNERSHIP
O 0
c� ACREAGE i�
s a
EASEMENTS
REF.DWG.NO.
c� c9
O O
,. I . J rh ♦ w ,. PROPOSED
- N-F Tc,Ari LrnlE H. 'I c,• 16 Z r -•i- • 3'x3'BORE PIT
PROPOSED F FF.E -D; D 'S PC. �I .820G PG 'In ,12 PER
•AWEST.A� 3E•- .
_ 3'x3'BORE PIT PIN 5 6 4a-As #24 4556-as
., DE, i P PG 64 PROPOSED wes wo I -CY - 9.9'FROM EOP
• 16.6 FROM EOP Ac/ r;;F :: .74• _4526-4 _ •• -
2.9'FROMR/W 1 I E:' e ie - �•, 8'MDPE r �� )2 _ Ai,
- _ ,v 10' M F•• '1
L PROPOSED _ I I Imil 1 ' M M M M r�r� ' --140 s�� -15 15 1S 1S
hti N`i� •N` /`'` ) 1 - TIE IN T• XISTING 8"STE L A MAIN
11 3'x3'BORE PIT 'rQ \ PROPOSED PROPOSED --
o UPSTREAM OF SECTION VALVE
15.5'FROM EOP _� _ 3'x3'BORE PIT 3'x3'BORE PIT
h(FINAL STABILIZATION OF ALL SERVICE TIE-IN AREAS SHALL
4.1'FROM R/W _� - ' 14.5'FROM EOP � T 7.5'FROM EOP
u�' cor N Eon 24 S -J ' -_ 7 BE COMPLETED IMMEDIATELY FOLLOWING THE TIE-IN.)
P�D64�-o s3-. 7. %. �I g,O , SVO SVO SVO Stl`J SVO SVO —1.i 15.9'FROM RAN �. „m,,� 13+00 11.9'FROM RNV 39+75 1
• _ - \ 5 1 1 SRO e .-a o 1 o O -
I
-' - r O n HDD CROSSING PROPOSED p
/' _ !+ „� _ '^ - PE • SEE DETAIL 20 z
9� n. • / P Tn •- i, .- '• • ..� '•t . ON SHEET 6
2"MD
PE
,...."1„ - �{:� _ PROPOSED '• .� ?�. 1-..,r=--
y ii° 3'z3'BORE PIT :'1, $ • C - A
/� 17'FROM EOP �( r -- 0
�0 Cc' \4 t" 1.9'FROM RNJ •i -V
• cI 12+00
�� \•• !% �� _ IL
♦ • MATCHLINE SHEET 16
E, 0, s r '. _ + STA.11+96 ." - -.-
PIN.4526�3-1665 • "ur C1` `� . - •. - - r P� I X_,z� ___ � \
NEV G, MARILYN COGDELL _
T J i.�] � 18 NORTH CAROLINA GRID NAD 83(2011)
'D ':G 's ' �•• -� J+. - .-- :' �\ EA. . so GRAPHIC SCALE(IN FEET)
�_ 1 inch=50 R.
0
F o JOINT r
Li
LENGTH O
E S. o=
ILI
125— 1 1 1 1 _ 125 A
CONNECTION TO - o w o z CONNECTION TO o w o w
Q EXISTING GRADE w s w E w s w 2
100 PROPOSED 2"MDPE - PROPOSED 2"MDPE 100 TIE IN TO EXISTING 8"STEEL GAS MAIN
(LINDEN AVE) w a w a (LINDEN AVE) °w n °w a UPSTREAM OF SECTION VALVE
75 - -- • J— ___I - 1 _ _ _ _j7 75 (FINAL STABILIZATION OF ALL SERVICE
I5' \ 15' I5' S'I } TIE-IN AREAS SHALL BE COMPLETED
w po 5 5 IMMEDIATELY FOLLOWING THE TIE-IN.) W
PROPOSED SEE DETAIL 0
O 3'x3'BORE PIT 3'x3'BORE PIT 8"MDPE 3'x3'BORE PIT 3'z3'BORE PIT ON SHEET 6 0
✓ 25— 25 a
PROPOSED 3'x3'BORE PIT -
HDD CROSSING HDD CROSSING
II 0— - 8"MDPE
-3'x3'BORE PIT
w -25— 25
i 50
- 26+50 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
PROFILE VIEW(GREENMEAD DR)
I o SCALE:1"=60'
t MATERIAL
€ CONST.METHOD
$d CLASS/MAOP
1 "1O°°"' *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*D0 NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
§ 'ss.oN.•CARO< DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE*TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
▪ ,�1D NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 13 OF 30 DWG SCALE NOT TO SCALE
=v 102882 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE ;'1 W DATE INITIALS REGIONAL D I M P C P SECTION 16
F e- 1: 1 1 REVISION PER COMMENTS-UPDATED NOTES • ENGINEER `' 11U11 ALIGNMENT PLAN & PROFILE 7 DWG DATE 10/14/2022 SUPERSEDED —
•• 'VeIN0.•••-•t`\„ DUKE Piedmont▪ '.,"pFC,D• �\.( PROJECT - re INITIALS
MGR TECH Natural Gas DRAWING NUMBER REVISION
s8/3/23 - REC&STD ENERGY, KINSTON, NORTH CAROLINA 1
0 ENERGY LAND&INFRPSTRUCUREFLLC STATION
DATE INITIALS PRINCIPAL
136 GLADE DRIVE CPRY,NC 27511
3 NC((CENSE NO.P-128 CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

OWNERSHIP
EASEMENTS
0 ... —.4 - ..virti ...
1 u 26+00 ro r''a � •
d � $ ."R. dAMEs: r - 'j i
st e
TAYLOP,MICHELLE LYNNE I, Y a _
•
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2(nD 0 St. , _ __. � 1..":.N rt�• �_- ♦ J'!°Y•♦ ,e
u,� AA., r 1 PIN:a526 s r' - f'0.1
_ PROPOSED - 1�—a��- • •
2"MDPE
-_.:::, - L'..•II!..•••••---- • . ,It'14+4.1k • ...____.-. \ t;c2 •
HDD CROSSING Q 11 1 aiiiimis
TIE INTO EXISTING 2"MDPE t A •
25+00
• 0 '^ ��� � lir (FINAL STABILIZATION OF ALL SERVICE TIE-IN AREAS SHALL •-1
I. % \Wig. liltBE COMPLETED IMMEDIATELY FOLLOWING THE TIE-IN.) t
•
66
_Ey ". I 1 1f ��_••- .n PROPOSED I A r.. r - y 0
• — � 3'x3'BORE PIT - -
_ '� c+''�1 Y 10.6'FROM EOP ..„114 1 i
I -> lit
�. '1\ I EN 1,u''- 6.9'FROM RAN i 1 r.
W _ ' _`�, o m PROPOSED y
- �:Ilrsr a O 3'x3'BORE PIT ' 1 )
J - + 7 c _ - iL A w�7 T FROM RIW....
) - q\������
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,4
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. ,
�•�'e • 'y y ,t - t2 • �'~�{ J� u}y NORTH CAROLINAGRID NAD 83(2011)
I ;jai
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,_ _ . ....
�- - �) (� \ _ '.ie - y �y[ �(a- �. y GRAPHIC SCALE(IN FEET)
1.
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•
,! , :Ilk
a C
F o JOINT
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o=o a
71
II
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CONNECTION TO 12� a w a w I o w o w —125
PROPOSED 8"MDPE S EXISTING GRADE w S
S (CUNNINGHAM RD) 100 u u u u iJ a h_ 100
0iJ
'2 7� L I L I 75
0
w 5'I 5'I I5' 15' w
,T 50— HDD CROSSING POP PROPOSED 50
3'x3'BORE PIT 3'x3'BORE PIT -
12 25 25
n
3'x3'BORE PIT -HDD CROSSING
0 — 0
U
2—
-0+50 0 I00 1+00 2+00 3+00 4 I00 5+00 6+00
PROFILE VIEW(BRENTWOOD RD)
SCALE:1"=60'
t MATERIAL
1
CONST.METHOD
CLASS/MAOP
"1O°°"' *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
§ ',s-oN.•CARO< DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE*TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)(v NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
_F 028822 • € 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE ;'1#H# DATE INITIALS REGIONAL DIM P C P SECTION 16 SHEET(S) 14 OF 30 DWG SCALE NOT TO SCALE
•• F P 1 08/03/2023 REVISION PER COMMENTS-UPDATED NOTES JEM DMC JDS ACCOUNT NUMBER IIII4144 ENGINEER `' 11U11 ALIGNMENT PLAN & PROFILE 8 DWG DATE 10/14/2022 SUPERSEDED —
�cINeE �.; DUKE Piedmont
' \ .�` PROJECT NUMBER ---- DATE INITIALS MGR TECH DRAWING NUMBER REVISION
F<'o°°'M Natural Gas
" 8/3/23 DRAWING BY JEM REC&STD ENERGY.
5 ENERGYLAND&INFRASIRUCRIRERIC STATION IDI _ DATE INITIALS PRINCIPAL KINSTON, NORTH CAROLINA 1
136 QUADE DRIVE CARY,NC 27511
3 NCLJCENSE NO.P-128 CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

PROJECT DESCRIPTION
THIS EROSION AND SEDIMENTATION CONTROL PLAN IS FOR A PROPOSED PROJECT TO CONSTRUCT A NATURAL GAS PIPELINE IN KINSTON,NORTH CAROLINA.THE PROPOSED
PROJECT WILL CONSTRUCT APPROXIMATELY 9,600 FT OF 8",i•- URAL GAS DISTRIBUTION LINE AND 3,102 FT OF 2"MDPE NATURAL GAS DISTRIBUTION LINE.THE GROUND STABILIZATION
DISTURBED AREA FOR THE PROJECT IS APPROXIMATEL A THE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT SITE AREA DESCRIPTION STABILIZATION TIME FRAME STABILIZATION TIME FRAME LEGEND
SITE DESCRIPTION CONTROL ISSUES ARISE DURING LAND-DISTURBING ACTIVITY: EXCEPTION
PERIMETER DIKES,SWALES, 7 DAYS NONE CODE PLAN SYMBOL
THE SITE IS COMPRISED OF EXISTING ROAD RIGHT-OF-WAY AND RESIDENTIAL ACREAGE. LOGAN PEEDE DITCHES,AND SLOPES
PH: (252)-639-7240 HIGH QUALITY WATER(ROW) 7 DAYS NONE TCE TEMPORARY CONSTRUCTION ENTRANCE
SCHEDULE EMAIL:LOGANPEEDEQDUKE-ENERGYCOM ZONES
[e-mail]
CONSTRUCTION IS SCHEDULED TO BEGIN DECEMBER,2022 AND BE COMPLETED BY DECEMBER,2023. IF SLOPES ARE 10'OR LESS IN LOD LIMITS OF DISTURBANCE -w=-
SLOPES STEEPER THAN 3,1 7 DAYS LENGTH AND ARE NOT
SOILS STEEPER THAN 2:1,14 DAYS ST SEDIMENT TUBE -ST-
THE SOILS IN THE PROJECT AREA INCLUDE: ARE ALLOWED
7 DAYS FOR SLOPES JH J-HOOK
BB-BIBB SOILS,FREQUENTLY FLOODED SLOPES 3:1 OR FLATTER 14 DAYS GREATER THAN 50 FEET IN
GoA-GOLDSBORO LOAMY SAND,0 TO 2%SLOPES LENGTH CFS COMPOST FILTER SOCK =F�
Ly-LYNCHBURG SANDY LOAM,0 TO 2%SLOPES ALL OTHER AREAS WITH NONE(EXCEPT FOR
Na-NORFOLK LOAMY SAND,0 TO 2%SLOPES SLOPES FLATTER THAN 4:1 14 DAYS PERIMETERS AND HOW CX SEEDING OVER SLOPE EPSC MATTING ����
Nb-NORFOLK LOAMY SAND,2 TO 6%SLOPES
Ra-RAINS SANDY LOAM,0 TO 2%SLOPES IIMPECTI6P.
PS PERMANENT SEEDING PS
PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES _ SAME WEEKLY INSPECTION REQUIREMENTS ❑ ALL EROSION AND SEDIMENT CONTROLS
• PERMANENT SEEDING AND MULCHING TO BE APPLIED TO DISTURBED AREA AT THE END OF EACH WORK DAY FOLLOWING THE COMPLETION OF EACH SECTION OF SAME RAIN GAUGE&INSPECTIONS AFTER 1"RAIN EVENT CTWO CONCRETE TRUCK WASHOUT SHALL BE IN ACCORDANCE WITH THE
INSTALLATION AND PRIOR TO ANY RAIN EVENTS. INSPECTIONS ARE ONLY REQUIRED DURING"NORMAL BUSINESS HOURS". NPDES STORMWATER DISCHARGE
• COMPOST FILTER SOCKS SHALL BE INSTALLED AT CRITICAL AREAS AS SPECIFIED BY THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN I PT I PORTABLE TOILET PT I PERMIT FOR CONSTRUCTION ACTIVITIES
INSPECTIONS REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A
MANUAL. SITE-SPECIFIC EXEMPTION IS APPROVED. AND THE NCDEQ EROSION AND
• LIMITS OF DISTURBANCE SHALL BE LIMITED TO THE IMMEDIATE AREA AROUND THE GAS LINE.DISTURBANCE SHALL BE MINIMIZED AS MUCH AS POSSIBLE.LIMITS OF RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. ICFSCD I COMPOST FILTER SOCK CHECK DAM 4:), SEDIMENT CONTROL PLANNING AND
DISTURBANCE IS SHOWN APPROXIMATELY 15'WIDE. DESIGN MANUAL.
• INLETS SHOWN ARE REPRESENTATIVE OF THEIR LOCATION.ALL INLETS THAT ARE DOWNHILL OF THE PROPOSED GAS LINE TRENCH ARE TO BE PROTECTED EVEN IF NOT ELECTRONICALLY-AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. I SAF I HIGH VISIBILITY SAFETY FENCE -SAF-
SHOWN ON THESE PLANS.
El CURB INLET PROTECTION I
ADDITIONALLY,THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES,INCLUDING:
1. COMPOST FILTER SOCK:
COMPOST FILTER SOCK RETAINS SEDIMENT FROM SMALL DISTURBED AREAS BY REDUCING THE VELOCITY OF SHEET FLOWS TO ALLOW SEDIMENT DEPOSITION.THESE
MEASURES ARE TO BE PLACED AT THE EDGE OF THE EASEMENTS ALONG THE PROJECT.COMPOST FILTER SOCK ARE NOT TO BE PLACED ACROSS STREAMS,DITCHES,
WATERWAYS,OR WETLANDS.
2.COMPOST FILTER SOCK CHECK DAM
COMPOST FILTER SOCK CHECK DAMS SLOW DOWN VELOCITIES IN CONCENTRATED DITCH FLOWS TO ALLOW SEDIMENT TO SETTLE OUT.
3. DEWATERING DEVICE/SEDIMENT FILTER BAG
THE DEWATERING DEVICE AND SEDIMENT FILTER BAG ARE USED TO DETAIN SEDIMENT-LADEN RUNOFF TO ALLOW SEDIMENT TO SETTLE OUT OF WATER BEFORE IT IS
DISCHARGED.THESE STRUCTURES WILL BE USED TO ALLOW SEDIMENTS TO FILTER OUT OF WATER THAT HAS BEEN PUMPED OUT OF AN AREA OR HAS BEEN USED FOR
HYDROSTATIC TESTING.THESE STRUCTURES WILL BE PLACED AS NEEDED AND ARE NOT SHOWN ON THE PLANS.DEWATER DEVICES AND SEDIMENT FILTER BAGS WILL NOT
BE PLACED IN A STREAM
4.PERMANENT SEEDING
5. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
TEMPORARY CONSTRUCTION ENTRANCE/EXIT ALLOWS FOR CONSTRUCTION VEHICLES TO DROP SEDIMENT THAT OTHERWISE WOULD BE TRACKED ON PUBLIC ROADWAYS.
6. CURB INLET PROTECTION:
CURB INLET PROTECTION HELPS PREVENT SEDIMENT FROM ENTERING THE UNDERGROUND STORMWATER CONVEYANCE SYSTEM.
THE PROPOSED CONSTRUCTION SCHEDULE IS:
1. OBTAIN PLAN APPROVAL AND PERMITS
2.HOLD PRE-CONSTRUCTION CONFERENCE
3. FLAG CONSTRUCTION LIMITS.
4.INSTALL EROSION CONTROL MEASURES,INCLUDING COMPOST FILTER SOCK,COMPOST FILTER SOCK CHECK DAMS,AND CONSTRUCTION ENTRANCES.
5. BEGIN CLEARING OF PERMANENT AND TEMPORARY EASEMENTS.
6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE.
8. COMPLETED AREA SHOULD BE STABILIZED WITHIN THE TIMEFRAME IN THE CHART BELOW.
9. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHOULD BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS 1.0"OR GREATER. NEEDED REPAIRS WILL BE MADE
IMMEDIATELY.
10.ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW,HYDROSEEDING,OR SOD.
11.AFTER SITE IS STABILIZED,REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
EROSION CONTROL DEVICE NOTES
1. SEDIMENT FILTER BAG SHOULD BE USED WHEN WATER IS BEING PUMPED FROM THE TRENCH.
2.ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE DUKE ENERGY CONTACT IMMEDIATELY.
3. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS.THE LOCATION OF SOME OF THE EROSION CONTROL
DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED
DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES
DURING CONSTRUCTION.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF
A RAINFALL EVENT GREATER THAN 1.0 INCH PER 24 HOUR PERIOD.DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF
THE DAY.
2.CONSTRUCTION ROADS AND PARKING AREAS SHOULD BE INSPECTED PERIODICALLY FOR THE CONDITION OF SURFACE.TOPDRESS WITH NEW GRAVEL AS NEEDED.CHECK
ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS.MAINTAIN ALL VEGETATION IN A HEALTHY,VIGOROUS
CONDITION.SEDIMENT-PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY.
3. MAINTENANCE ON COMPOST FILTER SOCKS SHALL BE PERFORMED AS NEEDED.CAPTURED SOIL MATERIAL SHALL BE REMOVED WHEN CLOGGING DEVELOPS IN THE
COMPOST FILTER SOCKS.
4.INSPECT DEWATERING DEVICES AFTER EACH USE AND EACH SIGNIFICANT RAINFALL EVENT AND MAKE NEEDED REPAIRS IMMEDIATELY.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
2.ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED.
THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED.
4.FILL,COVER,AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL.IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES
ON STEEP SLOPES AS SOON AS POSSIBLE.
5. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
6. IF A LOSS OF DRILLING MUD IS OBSERVED DURING THE PROJECT,WORK MUST IMMEDIATELY BE HALTED AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF
BORING.
7. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24"BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
8. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THE PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN,A SITE REGULATED UNDER THE
MINING ACT OF 1971,OR A LAND FILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
9. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.ANY WASTE REMOVED A
10.ALL DISTURBED AREAS ARE TO RECEIVE SEED,MULCH AND/OR HYDROSEED IMMEDIATELY PENDING THE DISTURBANCE
11.ADDITIONAL EROSION CONTROL MEASURES,INCLUDING SILT FENCE OUTLETS,AND/OR MODIFICATIONS TO PROPOSED MEASURES MAY BE NECESSARY DEPENDING ON
ACTUAL SITE CONDITIONS.
12.EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED FROM AGRICULTURAL LANDS UPON RECEIPT OF WRITTEN LANDOWNER AND TENANT FARMER(IF
APPLICABLE)REQUEST AND WAIVER ALLOWING LANDOWNER OR TENANT FARMER TO RESUME AGRICULTURAL ACTIVITIES THAT WOULD RESULT IN SITE SATBILIZATION
STANDARDS
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,LATEST
s EDITION.
cAIR "PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED'DO NOT SCALE THIS DRAWING'USE DIMENSIONS ONLY REF.DWG(S)
cN°•....fir? DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL'DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
oe.o Ess 2'
L7' NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION DATE INITIALS
APPROVALS
SHEET(S) 21 OF 30 DWG SCALE NOT TO SCALE
028822 = 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE #ikH# REGIONAL DIM P C P SECTION 16
o- 1 08/03/2023 REVISION PER COMMENTS-UPDATED NOTES JEM DMC JDS ACCOUNT NUMBER IIII U# ENGINEER DWG DATE 10I1412022 SUPERSEDED
UGIN�.' \, DUKE III Piedmont
\�_� PROJECT NUMBER ---- °"'� iwTwLs MGR TECH �' l EPSC NOTES DRAWING NUMBER REVISION
„ MB/3/23 DRAWING BY JEM Natural Gas
REC&STD ENERGY KINSTON, NORTH CAROLINA 1
ENERGYLAND&INFRP"STRUCR1REPLLC STATION IDI - DATE INITIALS PRINCIPAL
136QUADE DRNECARY,NC27511
3 NC LICENSE NO.P-1289 CHECKER INITIALS I DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

LEGEND I I / / I \ \ \ \ \
I / / '\��\\\ / 1 \ \ \\ \\
TEMPOP,arCO„sTRDn�ONE .CODE RAN� / / / pp 78
mi Lx OFDISTU _,— I I / \
0 s*oi nee i I // NORTH CAROLINA GRIDNA).3(2011) I \ (
\® cONRUT FILTER SOCK —_— / / / GRAPHIC SCALE(IN FEET) \ \ \ I 1
/
ElSEEDING OVER SLOPE msc MIMING ® I / \ N.— // / 1
I= PERMANENT SEEDING El roxwElETaucxw>sxour '\ I // // / inch=50ft. \\\ / \
® PORTABLE TOILET 0 j I I / / / —77-——— -78 1 \
Icrscol canroerxuEReocxwECKOW Q I I I / ( ----- \\ TIE TO EXISTING / 1
xicxnslelu,rsuEnrExce --- I I I / 8"STEEL GAS MAIN /—N- // 1 \ ——
aaaix�ErexoT�Ticx \ / I I - l — — — — _ — _ — \ ,— SEE DETAIL 20 �//1 / /
/ / // / I / — — — ON SHEET 6 Y—-I/ /
/ / / / / — — — — — —ALBEMARLEl2D — — — — -- - -^ / //
/ // / // —TCE _—_ ... .. » L \� _ I—
—— — �.SRdZ@4) —_ — — I / \ /,
NOTES: — — .G ...7'''''' / / /
1. CHECKDAMSSHOULD I / `T
( // //� \) ° °°'_°°'_°°' \---- /,- // / //
REMAIN IN PLACE UNTIL / \ \ / i 1 / ,t0� ��,� i I i /
AREA IS STABILIZED. 72 I\ \\ —J/ / / ICFSCDI; ,' •.V / i \ �� I�i //
1.
2.LOCATIONS OF ALL Q // 73 I IEj i \\ i'�/ \ � I i// y �/
EROSION AND SEDIMENT a
CONTROL MEASURES '/ /rJ / / ®'J 4 \\ -- $/• -- --__ /� /
SHOULD BE ADJUSTED TO / 74 \\ i� \ — \
REFLECT FIELD /y --� TTT1
�eG — \I / 76 \\ / \
3.CONTRACTORSHALL // J // \ II // C4. PROPOSED /
FIELD ADJUST ASNEEDED // 78�' \\ 125'x125'AREA // 1\ N22 8"MDPE MAIN
TO MAINTAIN STANDARD \ — TO BE PERMITTED ( 2xoo/ 9 2c 7 7\
MINIMUM HORIZONTAL \\ ---- FORLAYDOWNYARD 1 / p2'' 7
AND VERTICAL 77 -\ // 1 _—--- 13
CLEARANCES FROM OTHER / / \ —— \\ i' 0 // \ / i / \
UTILITIES,DRIVEWAYS, / / \ 7 / \ i 7
CULVERTS,ETC. (
\ /� \\ / // \ / /
4.SOME STRUCTURES MAY I\ \\ // '76\ // / \\ 7
i
NOT BE SURVEYED AND \ \\ I \\ / / \ /
MISSING FROM EXISTING \ \ \� — 1 `—// SEn0 // / \
CONDITIONS SURVEY. \ -_--- —) 1 // 7 \ i
CONTRACTOR TO INSTALL \ \\ / i \ /
E/C DEVICES ON ALL A
`' \
STRUCTURES BASED UPON \ \\\ $ i MATCHLINE THIS SHEET
EXISTING SITE CONDITIONS. \ \ \\\ / \ STA.03+85
5.CONTRACTOR IS TO \ /
UTILIZE TRENCH-LESS V A �
GOVERNEINSTALLATDBYION TIHEEODAS /% ---- `-- —
APPLICABLFIELD CONDITIONS,WHERE X. \ \ �� ^----— ' � \\ \
\ \ / NORTH CAROLINA GRID NAD 83(2011) \ \ \
6.LANE CLOSURE WILL BE \ <b
REQUIREDALONG ALL \ h t j// GRAPHIC SCALE(IN FEET) \\ I \ H
WORK AREASIF2:1+5' _—\--ZQ --= — D \ \ \ w
1 inch=SO ft.
FROM TRAVEL LANE — ..2.(0 \ LU N
CANNOT BE MET. `\ hU \\ w r'
Z \ \ \ z¢
7.IF 1:1 THEORETICAL
CANNOT BE ACHIEVED, \\ \ \\ 1 \ _co
SHORING PLAN IS \\ \ \ \\ \ \ M
REQUIRED. \ \
\ \ PROPOSED
\ \ \ \ 8"MDPE MAIN \ \
-INSTALL VIA OPEN-TRENCH \ \ \\ \ \
\ \
-INSTALL VIA HOD \ " /——
rr
OPEN-L CASING vw \\\\ ICFSCDI \\ ICFSCDI —� \ °�— �— f �— ICFSCDI; \\ f—//
OPEN-TRENCH \` Loa- Loa-�L <.. ie
INSTALL JACK A.BORE Lco-�Loe-�L ..s L°o-�Low. L ..... ..+u Lce. L°e.-�L L��L°��L x L ` )
,Los
..c"_ \e_ �� -- °. "e' ee• \ CUNNINGHAM R R Gam- ° __. ,°. e. ee. `"• - a_. °°4/-d �re(I __. ec
WITH STEEL CASING
—°° —°° ° ee em D
\ ( ) --- — L— \\
\\ --- —
\ I — \ — —e — / o g o I g/ it / o
:i., \ i,
3\ I I a \ �s 7s / �7s
\
/ / 11 1 77'/ /1 \
/ I 78 78 y /
7 I 1 /
\ (
1 // ) \ 1 I /
1 / / V I 1 /
,,,r''IDD',,,,, *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
§ o„s\'KN•CRO<\ DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
`0..A ss
/' / '���y/- NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 23 OF 30 DWG SCALE NOT TO SCALE
h -/ 028822 r _ 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE NW DATE INITIALS REGIONAL D I M P C P SECTION 16
F e-.- 1 08/03/2023 REVISION PER COMMENTS-LOD UPDATED JEM DMC JDS ACCOUNT NUMBER IIII�IIIII ENGINEER ` DWG DATE 10/14/2022 SUPERSEDED —
o NGINE...<s„ DATE INITIALSDUKE ���Piedmont EPSC PLAN 1�,, l`�•O S�\ s.� PROJECT NUMBER ---- MGR TECH •' Natural Gas DRAWING NUMBER REVISION
V3/23 DRAWING BY JEM REC&STD ENERGY, KINSTON, NORTH CAROLINA
V ENERGYLAND&INFRASTR.NC275R1C STATION IDI _ DATE INITIALS PRINCIPAL
136 QUADS DRNE CARP',NC 27511
3 NCDCENSE NO.R12� CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

LEGEND I /� \ / / // / /
1 ( \\ \ \ — ^ ,_ J/ / / i— /
CODE vu
75 / \ /��_ / / / / /
® ,ExPmnmmxsmunioxExmwcE RAN SYMBOL
/ 1 \
N. —A\ / / / /
mi LIMN DISTURBANCE —,m— 74 I \ / / / /
74 75 \— 76 / / / I
o SEoxnrtNxE L _ \ 76 —_ �s /
0 „ _ _ / 76 76 76® C0 CA FILTER SOCK —.—
\\ 776
® SEEDING OVER SLOPE EnCMA„xG ® \ \
\ / I /
I= PERMANENT I ,RUCKW:sxox< p \ / i
® PORTABLE TOILET O \ \ /
IFsoi COMPOSTFILTER« xEIAON p / J`\
MI.�E N FED - - \ \ \
CURB KErPROTECTION 0 \ // PROPOSED _ / \\
8"MDPE c*
( \ u=h
NOTES: \\ CPSCD / _ _ao,—ao,_ao,_a _ao,_a —ao,CPSC�Dh _ p 2 i/ 1
1. CHECKDAMSSHOULD — w 6 I O _ o m p 2 �- I
I 11 I f I I I ! q
REMAIN IN PLACE UNTIL \\ ., _ --. — _ -. . .-- .-� .-- .-- �. .-- w. .-- _ • _ — «_L«-ao— «_�«—x� //
AREA IS STABILIZED. \\ \ / CUNNINGHAM RD 58*00 \ f 76
\ \ (SR-1745) 76 76 76 I
2.LOCATIONS OF ALL Z — \
EROSION AND SEDIMENT D 1 L —^\l _ _ — — — — — — \ — — — — — — _ _ _ — _ _ \\ �/ \ I
CONTROL MEASURES __J \ o o /o o o — �6+Y5 lax — \
SHOULD BE ADJUSTED TO — } + 1 + + +o N. + 75 T. ,*may A. II', \// \ \ /
REFLECT FIELD //v I a 4 v 75 n / Ts '" "' "� "' \
CONDITIONS. / L. \\
76 76 N
3.CONTRACTOR SHALL `\ // \ / /
FIELD ADJUST AS NEEDED N——
TO MAINTAIN STANDARD /
MINIMUM HORIZONTAL N
AND VERTICAL w
CLEARANCES FROM OTHER w c., /
UTILITIES,DRIVEWAYS, z co
CULVERTS,ETC. w v
z • /
4.SOME STRUCTURES MAY M toj
NOT BE SURVEYED AND U
MISSING FROM EXISTING Q '+f /
CONDITIONS SURVEY.
CONTRACTOR TO INSTALL NORTH CAROLINA GRID NAD 83(2011)
E/C DEVICES ON ALL so GRAPHIC SCALE(IN FEET)
STRUCTURES BASED UPON M M M EXISTING SITE CONDITIONS. 1 inch=50 ft.
/_ \ /
5.CONTRACTOR IS TO
UTILIZE TRENCH-LESS
INSTALLATION METHOD AS
GOVERNED BY THE EX.
FIELD CONDITIONS,WHERE
APPLICABLE.
6.LANE CLOSURE WILL BE
REQUIRED ALONG ALL
WORK AREAS IF 2:1+5'
FROM TRAVEL LANE
CANNOT BE MET.
7.IF 1:1 THEORETICAL
CANNOT BE ACHIEVED,
SHORING PLAN IS
REQUIRED.
-INSTALL VIA OPEN-TRENCH
-INSTALL VIA HOD
INSTALL CASING VIA
OPEN-TRENCH
-INSTALL JACKS BORE
WITH STEEL CASING Z
0
a
S
s
i
0
1
"' 'PROPRIETARY&CONFIDENTIAL`ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING`USE DIMENSIONS ONLY REF.DWG(S)
§ o„ss'ok.C'4R0z ', DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
`O,of/ ss `
ry.py`�'ty ,
,'; � NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 25 OF 30 DWG SCALE NOT TO SCALE
_/: 028822 • = 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE #### DATE INITIALS REGIONAL DIMP C P SECTION 16
F e-. 1 08/03/2023 REVISION PER COMMENTS-LOD UPDATED JEM DMC JDS ACCOUNT NUMBER 414N14?4/ ENGINEER ` DWG DATE 10/14/2022 SUPERSEDED —
o . " ...'q`2,: DATE INIT DUKE ���Piedmont EPSC PLAN 3�,, l`�•O S�\ ,.� PROJECT NUMBER ---- MGR TECH r Natural Gas DRAWING NUMBER REVISION
""-- '°8/3/23 DRAWING BY JEM REC&STD ENERGY. KINSTON, NORTH CAROLINA
o ENERGYL8ND&INFRPSTRUCRIREPLLC STATION IDI
DC ENSE
- DATE INITIALS PRINCIPAL
3136QDEDRNENCOP- W27511
CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

LEGEND \\ I \\ \�\ \\ \ // \\ \ \ I 1
CODE \\\ \78�\ 78 78 78 /77 76 75 r —,73- \ --�\ \ \\ II \I\ \\\\\ \\ 1
® NP«r D xnDxE RAN SYMBOL I \ _, € ' F
\ PROPOSED I .D I I / —— — / \ \\
0 seDixDrtnsE \ -8"MDPE ,...------______//
I / 72 \ / \
® cOxnuTFILTER SOCK —..— .. -. _• .. .- . �mT --- //— E .,o, // eei ... / \ \
El SEEDINGmERsLeaEEPscNxvxc ® \ . -- v ,/ -- - - -- // APPROX. \\\ \ \\ NORTH83($011) \\
El .. :: .. :: _ —... .. -— - _ L�r' ! _ _ _ EDGE OF PAVEMENT SCALE(IN FEET) \ \
/ CAROLINA
I] PENuxExr SEEDING Q _. - / .-_ / e ./ \\ GRAPHICS 26
COND,EIE,EOOxNAsxOIA Q .. rf/
�`\ I IP / IP _ CFS111111 \ I / \\\ D finch=508. E / /)
® PORTABLE WALE- 0 ,.,-' CFS GREENMEAD DR l
FILTERS.ST \— i \ /g ---` GRCCNMEAD DR \ o /� -- \\
OICFSC cacnxrounsumrexce CHECK DNn O ,,r'/ `7 _ // c\--/I \ / / 13+00 ��\� 3�J+7 ME,�LFS 1 1 /� N. N.
N. / /
ccvsNIAT�ROT�T�Ox Q �/ M M —————M \ / '+ + i /& =
14 /
, ,/
TIE IN TO EXISTING-— ______73,4,,.., \ I I O \ '\
\ / — \ \\\ / / \ / /
NOTES: / \ \ \ \ I o '
\ / \ \ 8"STEEL GAS MAIN 72 / / —— \ \ /
/ //� \ \ ��` UPSTREAM OF \ 1 rn \ I / // -- \\ \ / \/ �//
1. CHECKDAMS SHOULD / I / I -- i SECTION VALVE I \1 II ;� 1 \// // /// \\ \\ \ ..../-
// \ /
REMAIN IN PLACE UNTIL / \ /� 1- `I\ \ \ I I I m / / // _--\ // /� /
AREA IS STABILIZED. \ 76 �\ \ 12+00 1 SEE DETAIL 20 / I �., \ / - /
1,, \ / ---
-\ ---1 \ I ON SHEET I / / / /A 71.`�/ / // // // ////
2.LOCATIONS OF ALL Q N • // I \\ I /�/ — \ +S \\ \ I\ \ / � / / / // 0 / // // -- \A.\ ---'� //
//
EROSION AND SEDIMENT a 7 Z / \ // I \ \ \ /_ _/ / / / / / \ // / / /' _ \ �\ \ �/ / /
CONTROL MEASURES d N / \ / g \ ,- \ / / / / / r / 70•SHOULD BE ADJUSTED TO Sp - - - - - - \ _ -- _-J / // / ////
/ 1\ IIl / II1/'. //' / / /CONDITIONS. d / I \ I I I I_75— _ / \ .\\ \ / I I 1 -6 - // // / /�// \,\ \ / // /
3.CONTRACTORSHALL // \\ I I I // I /1 I ! , \ \�� -_-'/ I I I Imo/ // // // // �� \\ \\ \__ / //
FIELDADIUSTASNEEDED \\ // 7 --�� / // / /r-'\\- \\ 11+00 --- / I I I I // / / // // \\\\ /�//
I
TO MAINTAIN STANDARD I / /_ / „\ \- - - - // / / I / / / / / // // \\\ \�-_-' �'
MINIMUM HORIZONTAL / ! / \ \ / :// \ / / / // / 7/ // / // // \� ��AND VERTICAL \ / / / 1 / / / / /CLEARANCES FROM OTHER \ / 1 \\ /' „ I / / / //// / ' / / / / ,_UTILITIES,DRIVEWAYS, �_ ,- \ PROPOSED �} — — E 'J,/' /
//�/ / / / / / / / --
CULVERTS,ETC. \ 2"MDPE / %' . \ \ _ _ _ ,i /// / / / / / /
4.SOMESTRUCTURESMAY \\ \\\\ \ t� r ^ �,/ — — /// /�-73 ��'^ ..t�11\ --- /// /// /// /// — — / /
NOT BE SURVEYED AND \ -------' // 72 I \�`-----_ -- / / / / / / / / / / / �/
MISSING FROM EXISTING -_-- LINDENAVE r/ � ,� !/ \ - � / �' // / / 1 / / /
CONDITIONS SURVEY. -. - -- .® _7 �/ - _ / / / / / J
CONTRACTOR TO INSTALL / - \ \ W� iiral -- \� - �� / _ // / �65 / // /// /// // / 7/-//
.D�cDD�,o DD�Y.D--,_O _�
E/CDEVICESONALL �` --: - ..—_roD .. _: .O :: uj_� I\\ //' 7�' ---' // / // // /�/ // ��
STRUCTURES BASED UPON --1--
- \ \ \ 1 I \.-,,, _' / /// // ''/ -- -'7 / /// / / / / /� / �/ /
EXISTING SITE CONDITIONS. ��_ --------- ---- ---'' \I 1 \ 1 --- \/// / /'� / / // // / / r-- //// �/,
S.CONTRACTORISTO I \ \\\. \\ // \\ \ \\ % // �/� ^\�---- //�// // — ,�-64 _�/ l l �// ,/ .// i/
UTILIZE TRENCH-LESS
INSTALLATION METHOD AS
GOVERNED BY THE EX.
FIELD CONDITIONS,WHERE
APPLICABLE.
6.LANE CLOSURE WILL BE
REQUIRED ALONG ALL
WORK AREAS IF 2:1+5'
FROM TRAVEL LANE
CANNOT BE MET.
7.IF 1:1 THEORETICAL
CANNOT BE ACHIEVED,
SHORING PLAN IS
REQUIRED.
-INSTALL VIA OPEN-TRENCH
-INSTALL VIA HOD
INSTALL CASING VIA
OPEN-TRENCH
-INSTALL JACKS BORE
WITH STEEL CASING Z
5-
a
s
i
E
I,IDD"' *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
§ A'.-c\..9ARo/�',; DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL'DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
.• ss
o
NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 27 OF 30 DWG SCALE NOT TO SCALE
028822 i = 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE #### DATE INITIALS REGIONAL DIMP C P SECTION 16
F e-.- . 1 08/03/2023 REVISION PER COMMENTS-LOD UPDATED JEM DMC JDS ACCOUNT NUMBER N44I4U ENGINEER DWG DATE 10/14/2022 SUPERSEDED —
o (GINE�•°qZ,: DATE INITIALS DUKE �0�1 Piedmont EPSC PLAN 5
�,, �•O S�\ �.� PROJECT NUMBER ---- MGR TECH �� Natural Gas DRAWING NUMBER REVISION
'IJc8/3/23 DRAWING BY JEM REC&STD ENERGY. KINSTON, NORTH CAROLINA
8 ENERGY LAND&INFRPSTRUCRIRERIC STATION IDI _ DATE INITIALS PRINCIPAL
136 QUADS DRME CARP',NC 27511
3 NCDCENSE NO.R12� CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

LEGEND / I. 6 r ,[ 1 — — \I \ // \/ \ 1 \
\� I // ��.//I \ /2 l_ \ \\
® TEMPOPMLIMN mxsRBANCE xmwcE CODE RAN SYMBOL
\ o __,,,,,A. 1
Ep LIMN DISTURBANCE —,m— —I / 27+00 _ I / \
0 SEDIMENT NE /1 // // �/i //
® ON FILTER SOCK _.._ / is 76 78..... 76 78 _76— \ \
I= PERMNNTEREDI =s MIMING 172 o g 1 \ ____---- 1 \ \---
I TMANENT RVCKWASHOUT o I \ \ /' y i \I= PORTABLE TOILET El
\
Icrscol COMPOST xDERsSIBILITY UTFE CHECK oun 0 1 . 1 I \ TIE INTO EXISTING \
axs,HUPROTECTION NExce Q _ II 26+00 F- 1 1 cv
p I 2"MDPE
W m 1 1
8 11 p \\ 00 W p \ 'PROPOSED \
NOTES: a I1 ceN \ J,, // 1 \ 2"MDPE A — /
a x x rN \ \\ �'� /
1. CHECKDAMS SHOULD „ z• \I.,
I \ \ //
REMAIN IN PLACE UNTIL PROPOSED MDPE . \\ znl \ I \ \ / / —
AREA IS STABILIZED. / \ 1
�� / \ o \ / :11181/161' ICFSI —' 12.LOCATIONS OF ALL J §\\ J \ \ \ ` �� iEROSION AND SEDIMENT a \\ 26+0o �' — �/ ( 1
CONTROL MEASURES 8 ,I ®' 1 / � _ \ 1 ------\
SHOULD BE ADJUSTED TO _ /� - rpOD Pp 1 _-- ,e \
REFLECT FIELD -- I 11 /_ .� gFtEN 1 \ \ \
CONDITIONS. I ,.
3.CONTRACTOR SHALL / I do, .:400000 ICFSI _--- Z, \\ 1 11 \ 1
FIELD ADJUST AS NEEDED / •• •� _ .. b-- \ \ I
TO MAINTAIN STANDARD _ — v ----� : \1 \ \
MINIMUM HORIZONTAL /�--- I ---- *n \ 1 y \ \ 1 —
AND VERTICAL r — / 24+00 c \ \ A /1 ' /
CLEARANCES FROM OTHER / / �, \ 1 $� \ \ ` — 1
UTILITIES,DRIVEWAYS, / "__ _/ \ \ 1 ?� \ —A /
CULVERTS,ETC. 1 / \ 1 F \ — --AC
V \ q�\��� /--
4.SOME STRUCTURES MAY 1\\ 1Yi \ \ �B 7i8i A ���� ���
NOT BE SURVEYED AND \ L 76 76 \ \ 1 — — 41Q\���.N1F
MISSING FROM EXISTING 76 __.-------------------
-------
CONDITIONS SURVEY. \ \\ �\ \ // `�\ \ ,I\ ' — — I — — NORTH CAROLINA GRID NAD 83(2011)
CONTRACTOR TO INSTALL \ \ \ \ \\ 1 \ GRAPHIC SCALE(IN FEET)
E/C DEVICES ON ALL \ \ 23+00 I \ \ — / \ 1 1 ' M M
STRUCTURES BASED UPON \ I I \ /
EXISTING SITE CONDITIONS. .\o I
5.CONTRACTOR IS TO \\ 1�
UTILIZE TRENCH-LESS
INSTALLATION METHOD AS
GOVERNED BY THE EX.
FIELD CONDITIONS,WHERE
APPLICABLE.
6.LANE CLOSURE WILL BE
REQUIRED ALONG ALL
WORK AREAS IF 2:1+5'
FROM TRAVEL LANE
CANNOT BE MET.
7.IF 1:1 THEORETICAL
CANNOT BE ACHIEVED,
SHORING PLAN IS
REQUIRED.
-INSTALL VIA OPEN-TRENCH
-INSTALL VIA HOD
INSTALL CASING VIA
OPEN-TRENCH
-INSTALL JACK BORE
WITH STEEL CASING Z
0_
2
i
B
""' °° *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
$ `s:\A.•9AR� '%
/ DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
g 'oC".•'ess 2s
0
/�/ �y = NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
SHEET(S) 28 OF 30 DWG SCALE NOT TO SCALE
_/ : 028822 r = 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE #### DATE INITIALS REGIONAL D I M P C P SECTION 16
F e 1 08/03/2023 REVISION PER COMMENTS-LOD UPDATED JEM DMC JDS ACCOUNT NUMBER IIII�IIIII ENGINEER DWG DATE 10/14/2022 SUPERSEDED —
o NGINE�•°fir,: DATE INITIALS DUKE ��1 Piedmont EPSC PLAN 6
�,,�l`�•O S�\ �.� PROJECT NUMBER ---- MGR TECH �� Natural Gas DRAWING NUMBER REVISION
"- , 's°8/3/23 DRAWING BY JEM REC&STD ENERGY. KINSTON, NORTH CAROLINA
o ENERGYLNJD&INFRPSTRUCRIREPLLC STATION IDI - DATE INITIALS PRINCIPAL
136 QUADE DRNE CARP,NC 27511
3 NCDCENSE NO.P-12W CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

o111111„IIIIIIINIl�ll'11
III 111u ,_ NVe Sheet List Table
*!� -1SHEET NO. SHEET NAME REVISION
>,1 - 01 COVER SHEET 0
- , 02 GENERAL NOTES AND ABBREVIATIONS 0
' `,'7 03 GAS DETAILS 0
I.
let' 04 CONSTRUCTION DETAILS 0• _
•-•GREENMEAD DR
•ROJECTSTART 05 CONSTRUCTION DETAILS 12 0
"¢ / CUNNINGHAM RD
vs,/,135°29'14.00" 06 CONSTRUCTION DETAILS 13 0
;� r ,v, W 77°55'82.00'
''''' 07 ALIGNMENT PLAN & PROFILE 1 0
IAor '`s, GREENLEAF RD •i- /4 08 ALIGNMENT PLAN &PROFILE 2 0
-.t - L .ilk
INNING 'MRD 09 ALIGNMENT PLAN &PROFILE 3 0
,7 `-. RNNIN .
' A `�' 10 ALIGNMENT PLAN &PROFILE 4 0
.-•GREENMEAD DR �'*`_`, .!� �+
;,P 35°28'83.00" - 4.
�2A,->4 4p
s,�,� :� ,.1 ,t.. isk 11 ALIGNMENT PLAN &PROFILE 5 0
• ' ''• y" - 12 ALIGNMENT PLAN &PROFILE 6 0
13 ALIGNMENT PLAN &PROFILE 7 0
L. _1 ti• 3 , • :r• a_- a(� * .- , 14 ALIGNMENT PLAN &PROFILE 8 0
';'" "" + 15 ALIGNMENT PLAN &PROFILE 9 0
_ ' * 16 ALIGNMENT PLAN & PROFILE 10 0
. '. r * 17 ALIGNMENT PLAN &PROFILE 11 0
to ,- ''` s. d -s} �i 18 ALIGNMENT PLAN & PROFILE 12 0
,o - y %` -`/` '=<=I1`- - -" 4 � - 19 EPSC DETAILS 0
LOCATION MAP 20 EPSC DETAILS 0
NOT TO SCALE 21 EPSC NOTES 0
22 EPSC NOTES 0
23 EPSC PLAN 1 0
24 EPSC PLAN 2 0
25 EPSC PLAN 3 0
26 EPSC PLAN 4 0
CONSTRUCTION PLANS 27 :: : :
28 0
29 EPSC PLAN 7 0
FOR30 E&SC MEASURES BOM 0
DIMP CP SECTION 16
KINSTON, LENOIR COUNTY, NC
NOTE: LATITUDE/LONGITUDE TO BE VERIFIED BY AS-BUILT SURVEY.
Gas
iiiir
ISSUED FOR CONSTRUCTION ra Piedmont Natural
REVISION 0: 12/19/2022
ENERGY LAND &
OWNER: PIEDMONT NATURAL GAS INFRASTRUCTURE
i 105 IMPACT BOULEVARD ..,........----.........-
1 ELIZABETH CITY;NC 28210 PH:[phone] NASHVILLE&MURFREESBORO.TENNESSEE
CARY.NORTH CAROLINA ARUNGTON.VIRGINIA
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*PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
P. ,`;"Cs.'‘. tC'9.'''/<; DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE*TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
NO. DATEREVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALSSHEETS) 01 OF 30 DWG SCALE NOT TO SCALE
INITIALS
028822 = 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE NW DATE
REGIONAL DIMP CP SECTION 16 DWG DATE 10/14/2022 SUPERSEDED —
e-:° ACCOUNT NUMBER ---- x ENGINEER `' ��1 COVER SHEET
VcINEE ? DUKE Piedmont
'''�,,� 'D �\�,' PROJECT NUMBER ---- °"" �u�' MGR TECH Natural Gas DRAWING NUMBER REVISION
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o ENERGY LAND&INFRPSTRUCTUREPLLC STATION ID - DATE INITIALS PRINCIPAL 0
136QUADS DRIVE CARY,NC27511
3 NCUCENSE NO.P-1289 CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

3 OWNERSHIP 3
0 0
2 ACREAGE i a
EASEMENTS
REF.DWG.NO.
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. I I
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ON SHEET 6
$ 8 -50 I I I I I I I 1 I 1 I I I I I
- -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
PROFILE VIEW(CUNNINGHAM RD(
o SCALE:1"=60'
MATERIAL
€ CONST.METHOD
d CLASS/MAOP
*PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
5 „H'",c4•GARO</1; DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
oe;."•Ess
` 2;
O •-9 1 NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
- DATE INITIALS DIM P C P SECTION 16 SHEET(S) 07 OF 30 DWG SCALE NOT TO SCALE
028822 r _ 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE #fkH# REGIONAL DWG DATE 10/14/2022 SUPERSEDED
_ .°.,•,cNGIN��p..:�`� 111.1MACCOUNT ENGINEER /�� —
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e ENERGYLNJD&INFRPSTRUCRIRERIC DATE INITIALS PRINCIPAL
136QUADS DRIVE C RY,NC27511
3 NCDCENSE NO.P-1289 CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

3 OWNERSHIP 3
0 0
c ACREAGE ig
s a
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REF.DWG.NO.
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- '•' PROPOSED PROPOSED -
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' PIN,ae43-35-Tm3 PROPOSED y 7'FROM EOP 13.1'FROM RNV'
1.. - - - - -. _ 13.6'FROM RNV - 5.5'FROM RNJ
- -_— 8"MDPE MAIN -- - --- - � -- - --s -- - - -�- - � - 3'x3'BORE PIT �
•
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f
"I 7.3'FROM EOP�'
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--- --• —' ( 2 a- - EXISTING 4"MDPE
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NORTH CAROLINA GRID NAD 83(2011)
GRAPHIC SCALE(IN FEET)
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25 25 ¢
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II
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46+00 47 00 48+00 49+00 50+00 51100 52+00 53+00 54I00 55+00 56+00
3
PROFILE VIEW(CUNNINGHAM RD)
o SCALE:1"=60'
MATERIAL
1 CONST.METHOD
CLASS/MAOP
01111111/10///
*PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
§ ,,''s"'cN•94Ro<'',; DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
g it":o:'�ess 2
�. A - NO. DATE REVISIONS)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
� -�� = DATE INITIALS SHEET(S) 10 OF 30 DWG SCALE NOT TO SCALE
028822 _ 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE #### REGIONAL D I M P C P SECTION 16 DWG DATE 10/14/2022 SUPERSEDED —
F ACCOUNT NUMBER //#/U?✓F ENGINEER �' ��1 ALIGNMENT PLAN & PROFILE 4
..GINE.•''? DUKE Piedmont
'''�23 ,,��'D t.\„,' PROJECT NUMBER ---- °"'E INITIALS MGR TECH Natural Gas DRAWING NUMBER REVISION
„,"";2nv22 DRAWING BY JEM REC&STD ENERGY.
KINSTON, NORTH CAROLINA
0 ENERGYL5ND&INFRASTRUCrUREPLLC STATION IDI - DATE INITIALS PRINCIPAL O
136QUADE DRIVE C RY,NC27511
3 NCUCENSE NO.P-12W CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

3 OWNERSHIP 3
0 0
2 ACREAGE in
a
EASEMENTS
REF.DWG.NO.
2 9
O O
• ,VE'45 6-43 JR PEMB€RT N/FHAF.OLD '�_` n�pORE,7.lOSEP. Z 6FATTONN JACOUELYN ,'. I ,H,,M/GHEE"I EFOR 69
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PROPOSED FrR o s Pc sr z wES •
T SF ,(DSc) uR z,,s P.,504 o Isry,'597 Pw.4,z6-4r Ia41
F -�L': I,IN ARr•0 WEST V Ii VA M_ OR.,_. - W 'IN:4516-42-3920 a 42-2835 3'x3'BORE PIT
PIN t5,6 43-n,51 _
3'x3'BORE PIT •� - cE a4 - 7 , ,. PIN ..1 9.9'FROM EOP
DB° P 3 PG 84 O - - J•
16.6'FROM EOP ., E ,tF E H a �-szss ;• �"1.,8 MDPE � ; • as- L - _ r) 9.5 FROM R/W
PROPOSED �ozz z
_ - 2.9'FROM R/W • 1 ��T�tY.-lint •? _ _ __=I-_ =f�
o . . .- :.. , PROPOSED .+' . )• a ... '..._ '. -1'!- _ K' •;`!';_ . - - 1->>�n _ r i - _
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3'z3'BORE PIT •1 "% ,� _ _ _ _ �v PROPOSED PROPOSED ' 8"STEEL GAS MAIN
u _. 15.5'FROM EOP - - ' GREENMEAD DR '!•' 3'x3'BORE PIT - 3'x3'BORE PIT
4.1'FROM R/W 59'- - 15.9 FROM EOP / 7.5'FROM R/ i_ UPSTREAM OF -
Lonio _ PROPOSED 24' -- // SECTION VALVE
Pl LAI.z • s 3'x3'BORE PIT / -� _ _ -- _tl 15.9'FROM RNV / • 11.9'FROM RIW 39+75 _ • _ S
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a r 1.9'FROM RM/ 0 0 00 8 I ' 0 0
+ O
zo - w + + n v M .. PROPOSED oo
Si ,n. HDD CROSSING
E _ _ M of _ - ._ "' MDPE SEE DETAIL 20 A z
- t - - ,. _ - - ¢ - ON SHEET 6 -
2"
o P n- - - - z - _ - _ a
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•.* i N •. / 2 tlir ' 1 • .. '- ' ,. •.b •. -�'1 18 4 , NORTH CAROLINA GRID NAD 83(2011)
' - .; .�� .�•' GRAPHIC SCALE(IN FEET)
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m 100 w�' o�' w�' ` I00 TIE IN TO EXISTING
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} I SECTION VALVE
5• 5' N 5' 5' S'I }5,
o
w 50— PROPOSED 0 SEE DETAIL 20 u'
0 3'x3'BORE PIT 3'x3'BORE PIT 8"MDPE 3'x3'BORE PIT 3'z3'BORE PIT ON SHEET 6 0
a 25 25 a
LS PROPOSED 3'x3'BORE PIT -
HDD CROSSING HDD CROSSING
II 0— 8"MDPE
3'x3'BORE PIT
L,,1 -25 25
-SO
- 26+50 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
PROFILE VIEW(GREENMEAD DR)
o SCALE:1"=60'
MATERIAL
` CONST.METHOD
N CLASS/MAOP
o "cA R"'o, *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
.�.`,�N•... •o� DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL'DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
! 'oe ••ess 2;
E av:`'` � O� REVISION(S)DESCRIPTION ® DATE SHEET(S) 13 OF 30 DWG SCALE NOT TO SCALE
= 028822 _ 0 12/19/2022 ISSUED FOR CONSTRUCTION EMI JDS AREA CODE #fkH# REGIONAL D I M P C P SECTION 16 DWG DATE 10/14/2022 SUPERSEDED —
.• F ■ ■■■ACCOUNT NUMBER NINFIF✓x ENGINEER f11 ALIGNMENT PLAN & PROFILE 7''�,,0(P``yGIN��\��."�` ■ ■■■PROJECT NUMBER ---- DATE INITIALS MGR TECH 'DUKE Piedmont DRAWING NUMBER REVISION
<•o sM Natural Gas
' "'52/19/22■� ■■■DRAWINGBY JEM REC&STD ENERGY. KINSTON, NORTH CAROLINA
C ENERGYLNJDAINFRASTRUCRIREFLLC■— ■■■STATION ID - DATE INITIALS PRINCIPAL 0
3 136QUADS ENSE CN21',NC27511
NCUCENVENDMNNA ■— ___i2mInizammm_. ENGINEER COPYRIGHT 2018 Resource Center NEW BEAN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

3 OWNERSHIP 3
0 0
ACREAGE 'g
s a
EASEMENTS
REF.DWG.NO.
tS c9
O O
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•
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�' • - HDD CROSSING ¢ — TIE INTO -
a -' L7- 2 - EXISTING 2 MDPE A•,- .. .-1
o . z 25+00 71 1 \\ PROPOSED ._ PROPOSED t y
0 1 I \ 1 RD��'" Z73F FROM RIW ..W.
6.96FROMMRIWP 1'BORE PIT LL Z ~'`e)�` t �.' ':
o - _ 6.4'FROM EOP s 1 l h �" a
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----- ...." iparili \
. , , . 'IV' _IIIII4 tt. P ' 1/4 $
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.....-of-- .y � � - � NORTH CAROLINA GRID NAD 83(2011)
e - r () o4 ' - •�HI' GRAPHIC SCALEFE(IN ET)
c ( 77
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9
a G
F o JOINT r
Qo I LENGTH O
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PROPOSED 8"MDPE w S EXISTING GRADE w S
/ (CUNNINGHAM RD) 1� a u o u h, h_ _ 100
J -0S
0
5' 5' 5' '
a50 HDD CROSSING 2RMOPE ED 50
3'x3'BORE PIT 3'x3'BORE PIT
25 25
n
3'x3'BORE PIT -HDD CROSSING
0 0
& 12 <¢
-25— I
a 6
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00
PROFILE VIEW(BRENTWOOD RD)
3
o SCALE:1"=60'
MATERIAL
€ CONST.METHOD
$d CLASS/MAOP
*PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
§ „,s`stk•9`•'R• /'% DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE*TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
o.•''Ass o � 2,-
Er-': �� F.
NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION DATE INITIALS APPROVALS SHEET(S) 14 OF 30 DWG SCALE NOT TO SCALE
028822 r _ 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE NW REGIONAL D I M P C P SECTION 16 DWG DATE 10/14/2022 SUPERSEDED
c;4, IN„tp.;�` ENGINEER —
;,,o .. . -. DATE INITIALS MGR TECH
��DUKE ENERGY. 1W11Nedmont ALIGNMENT PLAN & PROFILE 8,,cl- ' O SM DRAWING NUMBER REVISION
,,,,,'°12nv22 C REC&STD KINSTON, NORTH CAROLINA 0
8 ENERGY LAND&INFRPSTRUCURERIC DATE INITIALS PRINCIPAL
136GLADE DRIVE C RY,NC27511
3 NC LICENSE NO.P-1289 CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

PROJECT DESCRIPTION
THIS EROSION AND SEDIMENTATION CONTROL PLAN IS FOR A PROPOSED PROJECT TO CONSTRUCT A NATURAL GAS PIPELINE IN KINSTON,NORTH CAROLINA.THE PROPOSED GROUND STABILIZATION
PROJECT WILL CONSTRUCT APPROXIMATELY 9,600 FT OF 8"MDPE NATURAL GAS DISTRIBUTION LINE AND 3,102 FT OF 2"MDPE NATURAL GAS DISTRIBUTION LINE.THE THE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT SITE AREA DESCRIPTION STABILIZATION TIME FRAME STABILIZATION TIME FRAME LEGEND
DISTURBED AREA FOR THE PROJECT IS APPROXIMATELY 5.494 ACRES. EXCEPTION
CONTROL ISSUES ARISE DURING LAND-DISTURBING ACTIVITY:
PERIMETER DIKES,SWALES, 7 DAYS NONE CODE PLAN SYMBOL
SITE DESCRIPTION DITCHES,AND SLOPES
THE SITE IS COMPRISED OF EXISTING ROAD RIGHT-OF-WAY AND RESIDENTIAL ACREAGE. LOGAN PEEDE
PH: (252)-639-7240 HIGH QUALITY WATER(HOW) 7 DAYS NONE TCE TEMPORARY CONSTRUCTION ENTRANCE
EMAIL:LOGAN.PEEDE(tt1DUKE-ENERGY.COM ZONES
SCHEDULE IF SLOPES ARE 10'OR LESS IN LOD LIMITS OF DISTURBANCE -
CONSTRUCTION IS SCHEDULED TO BEGIN DECEMBER,2022 AND BE COMPLETED BY DECEMBER,2023. LENGTH AND ARE NOT
SLOPES STEEPER THAN 3:1 7 DAYS STEEPER THAN 2:1,14 DAYS -sT
SOILS ARE ALLOWED ST SEDIMENT TUBE
THE SOILS IN THE PROJECT AREA INCLUDE: 7 DAYS FOR SLOPES JH J-HOOK
SLOPES 3:1 OR FLATTER 14 DAYS GREATER THAN 50 FEET IN
BB-BIBB SOILS,FREQUENTLY FLOODED LENGTH CFS COMPOST FILTER SOCK
GoA-GOLDSBORO LOAMY SAND,0 TO 2%SLOPES ALL OTHER AREAS WITH NONE(EXCEPT FOR
Ly-LYNCHBURG SANDY LOAM,0 TO 2%SLOPES SLOPES FLATTER THAN 41 14 DAYS PERIMETERS AND HOW ZONES)
A
Na-NORFOLK LOAMY SAND,0 TO 2%SLOPES zoNEs) CX SEEDING OVER SLOPE EPSC MATTING r/
Nb-NORFOLK LOAMY SAND,2 TO 6%SLOPES PECTI31
Ra-RAINS SANDY LOAM,0 TO 2%SLOPES PS PERMANENT SEEDING I PS
SAME WEEKLY INSPECTION REQUIREMENTS ALL EROSION AND SEDIMENT CONTROLS
PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES SAME RAIN GAUGE&INSPECTIONS AFTER 1"RAIN EVENT CTWO CONCRETE TRUCK WASHOUT ❑ SHALL BE IN ACCORDANCE WITH THE
• PERMANENT SEEDING AND MULCHING TO BE APPLIED TO DISTURBED AREA AT THE END OF EACH WORK DAY FOLLOWING THE COMPLETION OF EACH SECTION OF INSPECTIONS ARE ONLY REQUIRED DURING"NORMAL BUSINESS HOURS". NPDES STORMWATER DISCHARGE
INSTALLATION AND PRIOR TO ANY RAIN EVENTS. PT PORTABLE TOILET PT PERMIT FOR CONSTRUCTION ACTIVITIES
INSPECTIONS REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A AND THE NCDEQ EROSION AND
• COMPOST FILTER SOCKS SHALL BE INSTALLED AT CRITICAL AREAS AS SPECIFIED BY THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN SITE-SPECIFIC EXEMPTION IS APPROVED.MANUAL. CFSCD I COMPOST FILTER SOCK CHECK DAM O SEDIMENT CONTROL PLANNING AND
• LIMITS OF DISTURBANCE SHALL BE LIMITED TO THE IMMEDIATE AREA AROUND THE GAS LINE.DISTURBANCE SHALL BE MINIMIZED AS MUCH AS POSSIBLE.LIMITS OF RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. DESIGN MANUAL.
DISTURBANCE IS SHOWN APPROXIMATELY 15'WIDE. ELECTRONICALLY-AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. I SAF I HIGH VISIBILITY SAFETY FENCE -SAF-
• INLETS SHOWN ARE REPRESENTATIVE OF THEIR LOCATION.ALL INLETS THAT ARE DOWNHILL OF THE PROPOSED GAS LINE TRENCH ARE TO BE PROTECTED EVEN IF NOT
SHOWN ON THESE PLANS. EI CURB INLET PROTECTION
ADDITIONALLY,THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES,INCLUDING:
1. COMPOST FILTER SOCK:
COMPOST FILTER SOCK RETAINS SEDIMENT FROM SMALL DISTURBED AREAS BY REDUCING THE VELOCITY OF SHEET FLOWS TO ALLOW SEDIMENT DEPOSITION.THESE
MEASURES ARE TO BE PLACED AT THE EDGE OF THE EASEMENTS ALONG THE PROJECT.COMPOST FILTER SOCK ARE NOT TO BE PLACED ACROSS STREAMS,DITCHES,
WATERWAYS,OR WETLANDS.
2.COMPOST FILTER SOCK CHECK DAM
COMPOST FILTER SOCK CHECK DAMS SLOW DOWN VELOCITIES IN CONCENTRATED DITCH FLOWS TO ALLOW SEDIMENT TO SETTLE OUT.
3. DEWATERING DEVICE/SEDIMENT FILTER BAG
THE DEWATERING DEVICE AND SEDIMENT FILTER BAG ARE USED TO DETAIN SEDIMENT-LADEN RUNOFF TO ALLOW SEDIMENT TO SETTLE OUT OF WATER BEFORE IT IS
DISCHARGED.THESE STRUCTURES WILL BE USED TO ALLOW SEDIMENTS TO FILTER OUT OF WATER THAT HAS BEEN PUMPED OUT OF AN AREA OR HAS BEEN USED FOR
HYDROSTATIC TESTING.THESE STRUCTURES WILL BE PLACED AS NEEDED AND ARE NOT SHOWN ON THE PLANS.DEWATER DEVICES AND SEDIMENT FILTER BAGS WILL NOT
BE PLACED IN A STREAM
4.PERMANENT SEEDING
5. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
TEMPORARY CONSTRUCTION ENTRANCE/EXIT ALLOWS FOR CONSTRUCTION VEHICLES TO DROP SEDIMENT THAT OTHERWISE WOULD BE TRACKED ON PUBLIC ROADWAYS.
6. CURB INLET PROTECTION:
CURB INLET PROTECTION HELPS PREVENT SEDIMENT FROM ENTERING THE UNDERGROUND STORMWATER CONVEYANCE SYSTEM.
THE PROPOSED CONSTRUCTION SCHEDULE IS:
1. OBTAIN PLAN APPROVAL AND PERMITS
2.HOLD PRE-CONSTRUCTION CONFERENCE
3. FLAG CONSTRUCTION LIMITS.
4.INSTALL EROSION CONTROL MEASURES,INCLUDING COMPOST FILTER SOCK,COMPOST FILTER SOCK CHECK DAMS,AND CONSTRUCTION ENTRANCES.
5. BEGIN CLEARING OF PERMANENT AND TEMPORARY EASEMENTS.
6. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES.
7. BEGIN INSTALLING PIPE.
8. COMPLETED AREA SHOULD BE STABILIZED WITHIN THE TIMEFRAME IN THE CHART BELOW.
9. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHOULD BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS 1.0"OR GREATER. NEEDED REPAIRS WILL BE MADE
IMMEDIATELY.
10.ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW,HYDROSEEDING,OR SOD.
11.AFTER SITE IS STABILIZED,REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
EROSION CONTROL DEVICE NOTES
1. SEDIMENT FILTER BAG SHOULD BE USED WHEN WATER IS BEING PUMPED FROM THE TRENCH.
2.ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE DUKE ENERGY CONTACT IMMEDIATELY.
3. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS.THE LOCATION OF SOME OF THE EROSION CONTROL
DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED
DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES
DURING CONSTRUCTION.
MAINTENANCE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF
A RAINFALL EVENT GREATER THAN 1.0 INCH PER 24 HOUR PERIOD.DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF
THE DAY.
2.CONSTRUCTION ROADS AND PARKING AREAS SHOULD BE INSPECTED PERIODICALLY FOR THE CONDITION OF SURFACE.TOPDRESS WITH NEW GRAVEL AS NEEDED.CHECK
ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS.MAINTAIN ALL VEGETATION IN A HEALTHY,VIGOROUS
CONDITION.SEDIMENT-PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY.
3. MAINTENANCE ON COMPOST FILTER SOCKS SHALL BE PERFORMED AS NEEDED.CAPTURED SOIL MATERIAL SHALL BE REMOVED WHEN CLOGGING DEVELOPS IN THE
COMPOST FILTER SOCKS.
4.INSPECT DEWATERING DEVICES AFTER EACH USE AND EACH SIGNIFICANT RAINFALL EVENT AND MAKE NEEDED REPAIRS IMMEDIATELY.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
2.ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED.
THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED.
4.FILL,COVER,AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL.IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES
ON STEEP SLOPES AS SOON AS POSSIBLE.
5. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
6. IF A LOSS OF DRILLING MUD IS OBSERVED DURING THE PROJECT,WORK MUST IMMEDIATELY BE HALTED AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF
BORING.
7. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24"BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
8. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THE PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN,A SITE REGULATED UNDER THE
MINING ACT OF 1971,OR A LAND FILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
9. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.ANY WASTE REMOVED
• FROM THE PROJECT SHALL BE CHARACTERIZED PRIOR TO DISPOSAL TO DETERMINE THE APPROPRIATE HANDLING,SHIPMENT,AND DISPOSAL METHODS.
• STANDARDS
$ ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,LATEST
EDITION.
*PROPRIETARY00%11,1
111111,,• &CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
N!C..• ; DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE*TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
�oe;•oFess 2
'9 NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
SHEET(S) 21 OF 30 DWG SCALE NOT TO SCALE
INITIALS• D28S22 _ 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE tl#H# DATE REGIONAL DIM P C P SECTION 16 DWG DATE 10/14/2022 SUPERSEDED
ACCOUNT NUMBER 11114111/F ENGINEER -
QINE�•'?,`
°"'S INITIALS DUKE f (Piedmont EPSC NOTES DRAWING NUMBER REVISION
� ' •O •
\ <. PROJECT NUMBER ---- MGR TECH � Natural Gas
„,""°;Z/Iw22 DRAWING BY JEM REC&STD ENERGY. KINSTON, NORTH CAROLINA
ENERGY LAND&INFRPSTRUCUREFLLC STATION IDI - DATE INITIALS PRINCIPAL 0
o
136 QUADE DRIVE CNRY,NC 27511
3 NCUCENSE NO.P-1289 CHECKER INITIALS DMC. ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

LEGEND II /
I / / �v��� / v �B vv
>EMP0114MONRRDnDNER.CODE RAN SYMBOL i / / gip\ / I \ ' \\ i�
Ep NxRRo DISTURBANCE I I / / �\000�o8' / \ / I /� \
Os*oi nee I I // N(�RTH CAROLINA GRID N�g3(2011) I \ ( ,�
® cONRu,mTEaSOCK —_— I / / GRAPHIC SCALE(IN FEET) \ I.
I f 11 \
Q SEEDING OVER SLOPE msc MIMING ® I / / \ \— \ // II= PERMANENT SEEDING \
roxwenTaucxw>sxour O❑ I / // so o/ inch=50 ft. \\ ,
\\\ / / / / �_ // /� I \
® PORTABLE o O I I / 7e
ICFSCDI COMPOST FLTERS.CHECK OW <> I
cDRe�xIATPRO, `E O I � 1 / / — — — — —� — — — — — — \\ A — �i�/ //
I \7'
L
/ / / // / _�/ \ ALB MARLE HU \\\ / / (/ /// \\/ / / / TCEI (RR-17R4) • ` I /
NOTES: / / / —� I '`_!; � 1 \ — — — — — — — — — — — — // // /
1. CHECKDAMS SHOULD I / ` ( / /// s \) TIE TO EXISTING \— // // / /
\ 8"STEEL GAS MAIN / / /
REMAIN IN PLACE UNTIL / \ / / o --� I /
/ \ \ / SEE DETAIL 20 o"'p / / /
AREA IS STABILIZED. Z 712 \\ \ \--J /\ ON SHEET 6// / \ �`i \\ /// /i / //
2.LOCATIONS OF ALL Q // / \ - �- C \ CFSCD ,� ,', — / / ��—�/
EROSION AND SEDIMENT 0- / / \ / �` 1 // /
CONTROL MEASURES '/ /rJ / / CFSg I \\ // — -- // /
SHOULD BE ADJUSTED TO // I N \\ /// ---__,77 \
REFLECT FIELD / __/ 50 �Gc, 1.,,,,,,
\ /
CONDITIONS. / // �� �Po'�oo, 1 �
/
3.CONTRACTOR SHALL // J /// \ 1 / \\ nG _ PROPOSED
/ / \ / \ 8"MDPE MAIN
FIELD ADJUST AS NEEDED / 7B� \ 125'x125'AREA / \ 1_1.1ze;
n
TO MAINTAIN STANDARD \ TO BE PERMITTED gyp/ \ }1 ZC 7
7
MINIMUM HORIZONTAL \\ FOR LAYDOWN YARD 1 / >2 / /
AND VERTICAL /� �\ // 1 ---��\ \ 73 / / \
CLEARANCES FROM OTHER / \ --� \ /' O // \ /
UTILITIES,DRIVEWAYS, / \ — \ // / \ 7 / /
CULVERTS,ETC. / \ // \\ / / // \ /
4.SOME STRUCTURES MAY I l \ ( \ / / / \ /
NOT BE SURVEYED AND \ \� I \ / // / \ /\
MISSING FROM EXISTING \ \ ,\ 1 // Ap / \ 7
CONDITIONS SURVEY. \ � _— �) 9 \ $ // \ /
CONTRACTOR TO INSTALL \ \\ \ / 7 \\ /
E/C DEVICES ON ALL \ \ '/ MATCHLI THIS SHEET
STRUCTURES BASED UPON \ \ 8
\ TA\03+85
EXISTING SITE CONDITIONS. \ \ ., // \
\ \ \\ \ // .. / \�
5.CONTRACTOR IS TO
UTILIZE TRENCH-LESS \ \
j
GOVERNETDBYTHEEX.
j; ___--- —
FIELD CONDITIONS,WHERE \ h ��\ \
APPLICABLE. I 1U —�./' \ I \
6.LANE CLOSURE WILL BE NORTH CAROLINA GRID NAD 83(2011)
hp
so D GRAPHIC SCALE(IN FEET)
REQUIRED ALONG ALL \\ N
WORK AREAS IF2:1+5' __ p ��—� \ ww\ Iti
FROM TRAVEL LANE _ =�Q 1 inch=soe. \ \ \ MW N
CANNOT BE MET. .U \ coro
\ U \ \ \ w
7.IF 1:1 THEORETICAL \\ \ , \\ I \ �a
CANNOT BE ACHIEVED, \ \ U CO
SHORING PLAN IS \\ \ \ \\ \ \ Q
REQUIRED. \
\ \\ PROPOSED
\ \ \ \ 8"MDPE MAIN \ \
-INSTALL VIA OPEN-TRENCH \ \ \ \ \ I
-INSTALL VIA HOD \ \\ \ /
OPEN-TRENCH
VIA \\ ICFSCDI \ ICFSCDI La \ LG \ ICFSCDI;�_\\ D_�mL—La i/ LG
OPEN-TRENCH \ __ _ „-„u-.Lao--Lo Loo--L •. -. L o-�Looms D�-Le >— '' _ - Looms Looms LOG ..... o Looms Looms LOIr—..... ..... oo-�Lob-
INSTALLJACKS.BORE tea-�' ::\ - --' L Laos Lo Looms Loo-�Lo ..... Lao a L Lo
WITH STEEL CASING Z \ _ �� - _ g o--L _ ..t - e _ ..... ..... ..... ..... a_ / __
da\ d " \ CUNNINGHAM RD // I 7
L——-' \
— — o e o S /
\O O C ie
O O \\ O N /M S 1 / l ao/
Cl77 / \ \
I \ l\
1 ) / !
\\ / j 1\ \ /
o`en1CA R"Oo, *PROPRIETARY&CONFIDENTIAL`ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
.�"`,c..... ,D� DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
� 'oe:•''ess 2;
ix, ,(��I NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
SHEET(S) 23 OF 30 DWG SCALE NOT TO SCALE
°/ 028822 r ' 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE #### DATE INITIALS REGIONAL D I M P C P SECTION 16
''',1, 8-- ACCOUNT NUMBER I1II�IIIII ENGINEER DWG DATE 10/14/2022 SUPERSEDED —
,',GGINEE\,`Z.,'` PROJECT NUMBER ---- DATE INITIALS MGR TECH tS DUKE ((�1 Piedmont DRAWING NUMBER REVISION
, D. sM ENERGY. ` Natural Gas EPSC PLAN 1
11�ICV22 DRAWING BY JEM REC&STD KINSTON, NORTH CAROLINA
0 ENERGY LAND&INFRPSTRUCTUREFLLC STATION IDI _ DATE INITIALS PRINCIPAL 0
136 QUADS DRNE CARP',NC 27511
3 NCUCENSE NO.R12� CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

LEGEND I /� ---- \ / 1 /'' / / / I
/ \ _ J /
CODE 75 / \\ i��— / / i� l //
® TExPmnmmxsmunioxExmwcE RAN SYMBOL / I \ —,\ / / / / /
63] LIMN DISTURBANCE —,m— 74 I \ / / /
74 75 \--- / / / I
0 seDiNnnnse L \\ 76— __\ 76 / / / I
0 ,xoax — _ / / _— 76 76 76
El SEEDING OVER SLOPE EnCMIMING ® \ \
I= PERMANENT SEEDING El I TCwHOUT \ / i
® PORTABLE TOILET El \ \ /
ICFSCDI COMPOST F OG LTERSOMEC 'OW / \ N\
xDx VISIBILIMPFETI FED — — \ / r \
CURB NUPROTECTION 0 \\ // \
PROPOSED — I \
8"MDPE /
2m
/ 1
\ mq / 1
NOTES: \\ - — ,,, \ ICPSCDI / — d ICPSCDI — OZ // 1
1. CHECKDAMSSHOULD � D ' I 0 2 / I
I I / I ■ I I ! M i�
REMAIN IN PLACE UNTIL -1 _ _._ -�, _.. .-. _... -N --. \ .---.-- .w—.�—_ .-- —.--- .�- .�- • // I
AREA IS STABILIZED. \ 56+00 — y I
\ \ / CUNNINGHAM RD —--\ r 76
2.LOCATIONS OF ALL Z \11, I — \ / (SR-1745) 56+25 f 76 76 76
EROSION AND SEDIMENT a /— ^\\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — -_- !Z — \\ �� \
CONTROL MEASURES —___Jr /o \ oe 19 0 / R 'e o ' \,/ \\ /
SHOULD BE ADJUSTED TO //H I *� �\ n 75 + N n \ /
REFLECT FIELD / /I 75 / \\
CONDITIONS. / 76 N / \
76 /
3.CONTRACTOR SHALL `\ \ /
FIELD ADJUST AS NEEDED \—�� ` /
TO MAINTAIN STANDARD
MINIMUM HORIZONTAL N
AND VERTICAL w /
CLEARANCES FROM OTHER w c',
UTILITIES,DRIVEWAYS, I °`+ /
CULVERTS,ETC. w- / j
z ��.
4.SOME STRUCTURES MAY I cn NOT BE SURVEYEQ
MISSING FROM EXXISTING AND 0
< %iT /
CONDITIONS SURVEY.
CONTRACTOR TO INSTALL NORTH CAROLINA GRID NAD 83(2011)
E/C DEVICES ON ALL ,, GRAPHIC SCALE(IN FEET)
STRUCTURES BASED UPON M M—M—
EXISTING SITE CONDITIONS. 1 inch=50 ft.
..,. \ /
5.CONTRACTOR IS TO
UTILIZE TRENCH-LESS
INSTALLATION METHOD AS
GOVERNED BY THE EX.
FIELD CONDITIONS,WHERE
APPLICABLE.
6.LANE CLOSURE WILL BE
REQUIRED ALONG ALL
WORK AREAS IF 2:1+5'
FROM TRAVEL LANE
CANNOT BE MET.
7.IF 1:1 THEORETICAL
CANNOT BE ACHIEVED,
SHORING PLAN IS
REQUIRED.
-INSTALL VIA OPEN-TRENCH
-INSTALL VIA HOD
INSTALL CASING VIA
OPEN-TRENCH
-INSTALL JACKS BORE
WITH STEEL CASING Z
5-
a
F
s
6
1
PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
§ `,s‘,cN tC'ARc.)<'',„ DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
:oe:•''ess '� y;
�Q
v��. NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION DATE INITIALS APPROVALS SHEET(S) 25 OF 30 DWG SCALE NOT TO SCALE
5 ; 028822 e 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE ## REGIONAL DIMP C P SECTION 16
F e-:• ACCOUNT NUMBER IIII�IIIII ENGINEER DWG DATE 10/14/2022 SUPERSEDED —
�cINEE•'�,` DUKE ���Piedmont EPSC PLAN 3'''�',„7,Z•D S�\�,o� PROJECT NUMBER ---- DATE IUITwLs MGR TECH tS Natural Gas DRAWING NUMBER REVISION
„,OsIVIw22 DRAWING BY JEM REC&STD ENERGY. KINSTON, NORTH CAROLINA
8 ENERGY LAND&INFRPSTRUCRIREPIC STATION IDI - DATE INITIALS PRINCIPAL 0
3 1QCEC DERNNSEE NCP-NW 27511
CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

LEGEND \ I \\ \ \\ \ // \\ I I 1 1
\ \78 \78 78 78 77 76 I 75 / 0 73" \\ —— \ 1 \I \1 \ I
\ 1 , / o `\ N \ ���\\ I \
® ,EMPOPMCONBPRMDMxBxMM.CODE RAN SYMBOL 4—, I \ O�
Ep LIMN Ns MMI. —,m— \ \ \�\ 1 \ PROPOSED —— I I \ .m— I / / I / i— — \ / \ \\ \\
0 c*o,nee �\\`— �' 8"MDPE �� /I 1 ( // // 72 �\ - // \ \ \ \\ \\
® COMvw,e FILTER SOCK —...— --/ / J — // ° / I/ \ \\ 3\
El SEEDINGovERs�OPEEvscMMvxc ® •
___ _ ... — e.a -. _ o°� °�� // APPROX. \\\\\\ \� No a ($011) \\ ,
ewswex<sEe SEEDING ems ::. :: —.. _-- .. _ .. .. _. -- — �`�coo � / EDGE OF PAVEMENT \ \ ��/ ,�\
M , -- 7 ,% NORTH
SCALE(IN FEET) \
r11r /
CONcun.RUCeWASHOUT ��... .. IP IP CFSI -. SEE DETAIL 20 \\ s \
® PORTABLE WALE- 0 /•' ® `\ GREENMEAD DR 1 ( —— /\ ON SHEET 6 l inch=50 ft. )
leese°I ea roB MDER o wE OM \ I $ 13+00 \ • r (CFSI '
I= BicxVSIBIM,rsumFENCE —., -- _ / \ / e / 39+75— - , o I ) i
aaaixErexo,�,iOx o M r+�i --�n � \ / / + \�,� I. _M- ,\ .i:11
/O /// _\\��\1.,:"
` \ // /NOTES: / ,v / \ \ 1 1 �i \ 1 / --/ / /
III
o / \ ' TIE INTO EXISTING i / / / /1. CHECKDAMSSHOULD / / I �/ I I `�8"STEEL GASMAIN \II / \/ // / --��� .7' /�\ /'
REMAIN IN PLACE UNTIL • I UPSTREAM OF A / /' — / �/
AREA IS STABILIZED. / \ 2' \\ 76// I —�—, ,I- '\ I \\ 12+00 SECTION VALVE 1 I // \ 71. /// / // / -- --��/ ////.
2.LOCATIONS OF ALL Z \ Nay / I \ I I /� I I I • ° \ \ I\ \\ / � / / / / / // / --- — �� \�____--�'— // /
EROSION AND SEDIMENT a ' �'Z / \ // \ \ \ / / / / / / / // / / / _ / / /
CONTROL MEASURES F / \ / \ \— — \ / — t / / / / / 70_ i Y/ / / / /
SHOULD BE ADJUSTED TO d�Ts, / \— — — — — — — — \ \ — --- J (
/ / l l 1 // // // // // / --`` \ -- // ////
CONDITIONS.REFLECT
\�a — — / \\ \\ \ / \ \o \\ I / I I j j I 1/ / // // // // / II,.
j / /
6 / \ I 1 I k75— — _ / / I I 169' / / / / /�
3.CONTRACTOR SHALL . / l // I \1 I I // I / I \\ \`�� — — —�/ 1 1 I I I 1�/ /// // // / // /// ���\ �_—�� / �//
FIELD ADJUST AS NEEDED \ / / / // / / —N ., \ 11+00 / 1 1 I I I _88./ / / // / -- -�\ /�--
TO MAINTAIN STANDARD \ / /I __— / \ ( \ — — — — // / / I I // /' I / // I / // /'� ��� -" '�/ �'
MINIMUM HORIZONTAL / / - \ / / // ; \ / / / /// / / / / / / // // �\ ,-
AND VERTICAL \ / I / 1 // / \ / / // / / // / / / / /
CLEARANCES FROM OTHER \ / \ / / / / //// / ,_67 / / / ,— --
UTILITIES,DRIVEWAYS, ,__— / EE :
1SED__ __
\ — / \ - - _ / / / / //— i1IH
/ J`� // /� 3l — i' // / // // // //NOTBESURVEYEDAND --- \ /7 / 72 . , — _ — � / / / / / / / -MISSING FROM EXISTING •` - LINDENAVE r / / I -- — — i // / / // / / /\ \ / \ — '� '—� / / / / / // / / / --�/
CONTRACTOR TO INSTALL °- — '� / / / / / / '�'
E/C DEVICES ON ALL .. .. _- -.. .o—.°O—,..o .. o_ .._,.a ... .. .. _. .. \\ ' / � /' / // / // / / / // ��
STRUCTURES BASED UPON - - \--- — IEI
\ --� \ \ -�\ �/ ' ' / / // / / -- //// �//
5.CONTRACTOR IS TO - /
UTILIZE TRENCH-LESS
INSTALLATION METHOD AS
GOVERNED BY THE EX.
FIELD CONDITIONS,WHERE
APPLICABLE.
6.LANE CLOSURE WILL BE
REQUIRED ALONG ALL
WORK AREAS IF 2:1+5'
FROM TRAVEL LANE
CANNOT BE MET.
7.IF 1:1 THEORETICAL
CANNOT BE ACHIEVED,
SHORING PLAN IS
REQUIRED.
-INSTALL VIA OPEN-TRENCH
-INSTALL VIA HOD
INSTALL CASING VIA
OPEN-TRENCH
-INSTALL JACKS BORE
WITH STEEL CASING Z
5-
o_
g
E
i
o""1CA R"Oo, *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
: ,,.�s`,�-- •O� DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
�oe;•oFess �2,
(y��,`;9/� NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS
� � SHEET(S) 27 OF 30 DWG SCALE NOT TO SCALE
` .
028822 i _ 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE NWDATE INITIALS REGIONAL DIM P C P SECTION 16 DWG DATE 10/14/2022 SUPERSEDED
•• F e-,- ACCOUNT NUMBER N4N1ll✓/ ENGINEER —
ticINE�•'?c DUKE TAB
EPSC PLAN 5''�'�,,�(L`�•D �\�,' PROJECT NUMBER ---- °"Te IUITwLs MGR TECH 1�� (� Natural Gas DRAWING NUMBER REVISION
"SI2/19/22 DRAWING BY JEM REC&STD ENERGY. KINSTON, NORTH CAROLINA
A ENERGYLAND&INFRPSTRUCTUREPLLC STATION IDI - DATE INITIALS PRINCIPAL 0
136 QUADS DRNE CARP',NC 27511
3 NCDCENSE NO.R12� CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER

LEGEND / i I (\\ O ,\ /, ./ \ \ \
® TEMPmnmmRsmUCTONER.CODE RAN SYMBOL
LIMN DISTURBANCE _.m_ \\ // ) 27+00 _- I �// \ \
O s*oi rose I
/ / \
Elsnoucov�sc�scuamxs ® d I A _'�/ Si' / I \ A
I= PERMANENT SEEDING El / W.- \
= / 0 \-----= 1
I= PORTABLE TOILET El '
/
IcFscol COMPOSTFLTRE«x�xE OW o •
I I Z $� \ \
xicxnwsIunsrfmrExce --- 1 I ?. / \ TIE INTO EXISTING
aRBiKUPROTECTaN I= ( - I 26+00 - \ \ A \ I \ 2"MDPE
1 \2 I \
1 \ --+ PROPOSED 1
- \ 2"MDPE I
NOTES: 11 ce \\ // \\ i ----- --i
1. CHECKDAMSSHOULD PROPOSED /� �/ z� \ I/ \ \ \ �, / / ' "-A
REMAIN IN PLACE UNTIL 8"MDPE \\1 Z w \ \ /
AREA IS STABILIZED. /\ m \ \ ) -'� --
/ A o \� _ / ICFSI -:------\-----
�`/
2.LOCATIONSOFALL 4 m�J - T -• 1
EROSION AND SEDIMENT a 0 \\ 26+00 i'--\t-- ��'�� /r \
CONTROL MEASURES g V CPSCD� \I i� \ /> /w ,! - ' \ \
SHOULD BE ADJUSTED TO I / '/�"�..' Opp RD __ EEE 1 1
REFLECT FIELD - I / _-. iij"��"" BW4 / \ \ \
CONDITIONS. 1 n I— ,. �," _ \
3.CONTRACTOR SHALL '\ OO _\' ' /
/9 I \ ,-7 CFS %�� \\1 1\ \ 1
FIELD ADJUST AS NEEDED / 's j t. \ \
TO MAINTAIN STANDARD -�--- ' I ---- --�,'+ \ \\ 1
MINIMUM HORIZONTAL I i- O \ - A _______-
-
/- 24+00 — o \ 1 y \\\\
\AND VERTICAL / / \ 1 CLEARANCESFROM OTHER / `+ \ \UTILITIES,DRIVEWAYS, /CULVERTS,ETC. I / qp\�� -
47
— 4VA��
4.SOME STRUCTURES MAY \ to 1 78 ��
NOT BE SURVEYED AND A v A I 1 - - \0�
MISSING FROM EXISTING 76 76,\ 76 \ \\ `\ - - I\I� / - / \ .'��
CONDITIONS SURVEY. \ \ \ \ / \ \ 1 \ / NORTH CAROLINA GRID NAD 83(2011)
CONTRACTOR TO INSTALL \ \ 23+00 \\ \ \\ \ , \ - - so GRAPHIC SCALE(IN FEET)
E/C DEVICES ON ALL \\ \ \ / \ \ ' * - -
STRUCTURES BASED UPON ! I / '
EXISTING SITE CONDITIONS. I / -
y \ - -
S.CONTRACTOR ISTO f\ I // i/- \ \----
I
UTILIZE TRENCH-LESS
INSTALLATION METHOD AS
GOVERNED BY THE EX.
FIELD CONDITIONS,WHERE
APPLICABLE.
6.LANE CLOSURE WILL BE
REQUIRED ALONG ALL
WORK AREAS IF 2:1+5'
FROM TRAVEL LANE
CANNOT BE MET.
7.IF 1:1 THEORETICAL
CANNOT BE ACHIEVED,
SHORING PLAN IS
REQUIRED.
-INSTALL VIA OPEN-TRENCH
-INSTALL VIA HOD
INSTALL CASING VIA
OPEN-TRENCH
-INSTALL JACKS BORE
WITH STEEL CASING Z
a
H
s
H
L.'
PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY REF.DWG(S)
§ ,,,,,'sN\ARo< '/i DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE'TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE,ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM)
i :oe;.•-Ess y;
vi;. NO. DATE REVISION(S)DESCRIPTION BY CHK APPD DESCRIPTION DATE INITIALS
APPROVALS SHEET(S) 28 OF 30 DWG SCALE NOT TO SCALE
028822 0 12/19/2022 ISSUED FOR CONSTRUCTION JEM DMC JDS AREA CODE #### REGIONAL DIMP C P SECTION 16
F e-:' ACCOUNT NUMBER IIII�IIIII ENGINEER DWG DATE 10/14/2022 SUPERSEDED —
'VG I NEE.'?S DUKE fA�1 Piedmont EPSC PLAN 6
-''• �,,�(L`�'D �\,,,' PROJECT NUMBER ---- °"Te INITIALS MGR TECH r' (� Natural Gas DRAWING NUMBER REVISION
°„„ „"'"l2nw22 DRAWING BY JEM REC&STD ENERGY, KINSTON, NORTH CAROLINA
o ENERGY LAND&INFRPSTRUCRIRERIC STATION IDI - DATE INITIALS PRINCIPAL 0
136 GUADE DRNE CAR1',NC 27511
3 NCDCENSE NO.P-12� CHECKER INITIALS DMC ENGINEER COPYRIGHT 2018 Resource Center NEW BERN DISCIPLINE/RESOURCE CENTER/LINE NUMBER