20181393 Ver 1_More Info Received_20190318

Strickland, Bev
From:
Suzanne Herron <[e-mail]>
Sent:
Monday, March 18, 2019 2:46 PM
To:
[e-mail]
Cc:
Homewood, Sue; Alicia DePalma - Piedmont Natural Gas (alicia.depalma@duke-
energy.com); Keith Gualtieri; Dietrich, Ned (Ned.Dietrich @duke-energy.com); Lemons,
Elizabeth Pressley ([e-mail])
Subject:
[External] RE: PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR#
2018-1393
Attachments:
1.2_1626546_20190318_USAC E_Resubmittal_Rev_1.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment t
ort.s am 1 1
Dave —
Per your call earlier, I have revised the resubmittal package to reflect no impacts at Impact Site 19. Please let me know if
you have additional questions.
Thanks!
Suzanne
Suzanne Herron, PE, CPESC
Environmental Practice Lead
Energy Land & Infrastructure, LLC (PLLC in NQ
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
[phone] Office
[phone] Cell
Suzanne. Herron(@eli-Ilc.com
From: Suzanne Herron
Sent: Monday, March 11, 2019 3:25 PM
To: 'Bailey, David E CIV USARMY CESAW (USA)'
Cc: Homewood, Sue; Alicia DePalma - Piedmont Natural Gas ([e-mail]); Keith Gualtieri
([e-mail]); Dietrich, Ned (Ned.Dietrich @duke-energy.com); Lemons, Elizabeth Pressley
([e-mail])
Subject: RE: PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR# 2018-1393
Dave —
Attached are the revised pages and information for the re-routes on the Line 446 project.
Please let me know of questions.
Thanks!
Suzanne

Suzanne Herron, PE, CPESC
Environmental Practice Lead
Energy Land & Infrastructure, LLC (PLLC in NQ
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
[phone] Office
[phone] Cell
Suzanne. [e-mail]
From: Bailey, David E CIV USARMY CESAW (USA)[mailto: David. [e-mail]
Sent: Wednesday, February 20, 2019 12:58 PM
To: Suzanne Herron
Cc: Homewood, Sue; Alicia DePalma - Piedmont Natural Gas ([e-mail])
Subject: RE: PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR# 2018-1393
Hi Suzanne. I reviewed the information you sent on 2/4/2019, as well as the information you sent to Sue Homewood
(NCDWR) on other occasions. I appreciate the profile view related to the jack -and -bore crossing near Streams 31 and 32;
this addresses my avoidance and minimization question. Further, although the Corps is still concerned about trenching
through the confluence of Streams 31 and 32. 1 appreciate the stream restoration notes you provided.
However, as far as I can tell I still need the following information to verify the use of NWP 12 for the sites that have
changed based on reroutes:
1) Updated revised Sheets 79, 80, 81, 82, and 84, based on the more significant reroute areas (Impact Site 14 for
Streams 31, 32, & 34 / Impact Site 19 where impacts appear to now be avoided), as well as smaller changes
related to corridor width (Impact Site 15 for Wetlands 9, 10/11, & 12 and Stream 7/8 / Impact Site 16 for
Stream 6) / Impact Site 18 for Wetland 5 and Stream 2/29). These sheets should have the same line/hatching
styles as the currently permitted plans;
2) Updated Impact Table showing any changes to wetland and stream impacts for Impact Sites 14-16, 18, and 19.
Please see the attached attachments from our original NWP 12 verification that now require revision.
If you have any questions please let me know.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

From: Suzanne Herron[mailto:[e-mail]]
Sent: Monday, February 4, 2019 1:32 PM
To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Cc: Homewood, Sue <[e-mail]>; Alicia DePalma - Piedmont Natural Gas (alicia.depalma@duke-
energy.com) <[e-mail]>; Suzanne Herron <[e-mail]>
Subject: [Non-DoD Source] PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR# 2018-1393
David —
As we have previously discussed, Piedmont determined that the proposed permitted crossing of stream 31 adjacent to
NC Highway 68 was not able to be constructed in the location that was initially proposed in the plans. Three new
options, A, B, and C were proposed. Option A was located south of the access road south of the permitted crossing. This
option would not cross stream 31 or 32. Space constraints in relation to a neighboring landfill property made this
alignment undesirable and the property owner would not agree to this option. Option B was located north of the
permitted crossing and property owners would not agree to this option. Option C, which is south of the permitted
alignment, was selected due to constructability aspects for the bore.
I have attached the Re -construction plan for the crossing of streams 31 and 32 near NC Highway 68. 1 have also attached
the bore plan for the NC Highway 68 bore. As you can see from the bore plan, the bore cannot be extended to the
stream due to the slope.
Please let me know if you need additional information for the permit revision.
Thanks!
Suzanne
Suzanne Herron, PE, CPESC
Environmental Practice Lead
Energy Land & Infrastructure, LLC (PLLC in NQ
1420 Donelson Pike, Suite A-12
Nashville, TN 37217

[phone] Office
[phone] Cell
Suzanne. Herron(@eli-Ilc.com
From: Bailey, David E CIV USARMY CESAW (US) [mai Ito: David. [e-mail]1]
Sent: Tuesday, December 11, 2018 12:41 PM
To: Suzanne Herron; Homewood, Sue
Cc: Alicia DePalma - Piedmont Natural Gas ([e-mail])
Subject: RE: PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR# 2018-1393
Hi Suzanne. I would not need the entire PCN package re -submitted. Rather, I would just need the plans for the proposed
revised crossings, detailed explanation of the reason for the route change, and the avoidance, minimization and
compensatory mitigation proposals for the revised crossings.
The re-route of the crossing at Stream 32 is a concern given that the corridor would impact the confluence point of 2
streams. My jack and bore comment sent in a previous information request would still be applicable here. Perhaps a
profile view showing the jack and bore under the roadway might better explain why it isn't practicable to jack and bore
the stream crossings too? If it is not practicable, we would need detailed restoration plans to ensure that the stream
bank integrity at the stream confluence could be re-constructed/maintained.
As you mentioned in your email, please also include the delineation of the add-on area around Stream 1 and any
applicable wetland/upland data forms and stream forms.
Thanks, and please let me know if you have any questions.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: Blockedhttp://corpsmapu.usace.army.miI/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
From: Suzanne Herron [mailto:[e-mail]]
Sent: Tuesday, December 11, 2018 12:02 PM
To: Homewood, Sue <[e-mail]>; Bailey, David E CIV USARMY CESAW (US)
<David. E. Bai ley2@ usace.a rmy. mi I>
Cc: Alicia DePalma - Piedmont Natural Gas ([e-mail]) <[e-mail]>;
Suzanne Herron <[e-mail]>
Subject: [Non-DoD Source] PNG Line 446 (Belews Creek Gas Line) - SAW -2018-00885, DWR# 2018-1393
Sue and David —

For the Line 446 gas line project to Belews Creek, we are looking at a couple of re-routes due to property issues and
buffer requirement conflicts.
For the buffer issue at Stream 1 that Sue and I have talked about, we are looking at a re-route instead of going to the
committee for a variance. Rahlff Ingle is going to the field tomorrow to look at the area upstream of the crossing. I will
let you know how we want to proceed.
We are also looking at a re-route at Stream 32. 1 have attached a drawing showing the proposed alignment with the JD
drawing and plan sheet. Please let me know if there would be permitting issues with this re-route.
David, what information would I need to submit for these?
Thanks!
Suzanne
Suzanne Herron, PE, CPESC
Environmental Practice Lead
Energy Land & Infrastructure, LLC (PLLC in NQ
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
[phone] Office
[phone] Cell
Suzanne. [e-mail]
ENERCrY LAND &
INFR STRUC rURE
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Revised 3/18/2019, Supersedes NWP 18 verification dated 12/412018
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2018-00885 County: Guilford/Rockingham/Stokes U.S.G.S. Quad: NC-Belews Lake/Ellisboro/Summerfield
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Piedmont Natural Gas
Attn: Ned Dietrich
Address: 4720 Piedmont Row Rive
Charlotte, NC 28210
Size (acres) —125 Nearest Town Stokesdale
Nearest Waterway Troublesome Creek River Basin Cape Fear/Dan River
USGS HUC 03030002/03010103 Coordinates 36.254480 N, -79.947307 W
Location description: The project area includes a 60 -foot wide permanently maintained corridor beginning at a new tap of the
existing Williams -Transco pipelines near the intersection of US 158 and US 220 (36.238103 N, -79.922468 W) in Stokesdale,
Guilford County, extending west across Rockingham County to its termination at the Duke Energy Belews Creek Steam
Station (36.277656 N, -80.056404 W) in Stokes County, North Carolina.
Description of projects area and activity: This verification authorizes the construction of the Piedmont Natural Gas - Belews
Creek Pipeline (Line 446), including approximately nine miles of 24" natural gas pipeline, consisting of eighteen (18) distinct
crossings (projects):
1) Site 1 (Wetland 26) requires the temporary discharge of dredged or fill material into 0.058 acre of herbaceous
wetlands for pipeline construction access and installation;
2) Site 2 (Belews Lake) is a Horizontal Directional Drill crossing and no discharges of dredged or fill material are
authorized;
3) Site 3 (Stream 26) requires the temporary discharge of dredged or fill material into 68 linear feet of stream channel
for pipeline construction access and installation;
4) Site 4 (Stream 21) is a Jack and Bore crossing and no discharges of dredged or fill material are authorized;
5) Site 5 (Wetland 27) requires the temporary discharge of dredged or fill material into 0.019 acre of wetlands for
pipeline construction access and installation, including the permanent conversion from forested to herbaceous
wetlands;
6) Site 6 (Stream 25) requires the temporary discharge of dredged or fill material into 68 linear feet of stream channel
for pipeline construction access and installation;
7) Site 7 (Stream 20/35) requires the temporary discharge of dredged or fill material into 97 linear feet of stream channel
for pipeline construction access and installation;
8) Site 8 (Stream 19) requires the temporary discharge of dredged or fill material into 77 linear feet of stream channel
for pipeline construction access and installation;
9) Site 9 (Wetlands WV & 20; Streams 16 & 17; Pond 4) is a Horizontal Directional Drill crossing and no discharges of
dredged or fill material are authorized. However, this crossing requires the permanent conversion of 0.033 acre of
wetlands from forested to herbaceous wetlands;
10) Site 10 (Stream 12) requires the temporary discharge of dredged or fill material into 126 linear feet of stream channel
for pipeline construction access and installation;
11) Site 11 (Stream 13) requires the temporary discharge of dredged or fill material into 61 linear feet of stream channel
for pipeline construction access and installation;
12) Site 12 (Stream 14) requires the temporary discharge of dredged or fill material into 97 linear feet of stream channel
for pipeline construction access and installation;
13) Site 13 (Stream 33) requires the temporary discharge of dredged or fill material into 79 linear feet of stream channel
for pipeline construction access and installation;
14) Site 14 (Streams 31, 32, & 34) requires the temporary discharge of dredged or fill material into 173 linear feet of
stream channel for pipeline construction access and installation. Note that no discharges of dredged or fill material
are authorized in Stream 31, as there is an existing driveway culvert in this location;
15) Site 15 (Wetlands 9, 10/11, & 12; Stream 7/8) requires the temporary discharge of dredged or fill material into 92
linear feet of stream channel and 0.068 acre of wetlands for pipeline construction access and installation. Wetland

impacts include the permanent conversion from forested to herbaceous wetlands;
16) Site 16 (Stream 6) requires the temporary discharge of dredged or fill material into 96 linear feet of stream channel
for pipeline construction access and installation;
17) Site 17 (Wetland 6/7; Streams 3, 4, & 5) is a Horizontal Directional Drill crossing and no discharges of dredged or fill
material are authorized. However, this crossing requires the permanent conversion of 0.235 acre of wetlands from
forested to herbaceous wetlands,
18) Site 18 (Wetland 5; Stream 2/29) requires the temporary discharge of dredged or fill material into 60 linear feet of
stream channel and 0.097 acre of wetlands for pipeline construction access and installation. Wetland impacts include
the permanent conversion from forested to herbaceous wetlands.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 12. Utility Line Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 9/28/2018 (received 10/2/2018), and additional information received 11/2/2018,
11/19/2018, 3/11/2019, 3/14/2019, and 3/18/2019, and the enclosed plans "Line 446 — Belews Creek Pipeline Erosion Control
Plan", Sheets 67 through 89 and 94. Any violation of the attached conditions or deviation from your submitted plans may subject
the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David E. Bailey at 919-554-4884 extension 30 or David.E.Bailey2Ausace.army.mil.
Digitally signed . GoverBAILEnment,
o .=Doo, 83736
ou=PK
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
g /��v ou=USA, cn=BAILEY.DAVID.E.1379283736
Corps Regulatory Official: Date: 2019.03.18 15:04:33 -04'00' Date: 3/18/2019
Expiration Date of Verification: 03/18/2022
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at hqp://corpsmEu.usace.gM.mil/cm_apex/V.p=136:4:0.
Copy furnished:
Suzanne Herron, PE, CPESC, Energy Land & Infrastructure, PLLC, 1420 Donelson Pike, Suite A-12, Nashville, TN 37217
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation
Responsibility Transfer Forms. The requirements of these forms, including any special conditions listed
on the forms, are hereby incorporated as special conditions of this permit authorization.
2. Temporary discharge of excavated or fill material into wetlands and streams will be for the absolute
minimum period of time necessary to accomplish the work (see "Line 446 — Belews Creek Pipeline,
General EPSC Notes" Sheet 85), and such authorized crossings will be restored per the following:
a. All authorized temporary wetland impacts will be returned to pre -disturbance grade and contour,
and re -vegetated per "Line 446 — Belews Creek Pipeline, General EPSC Notes" Sheet 87, and re -
vegetated per "Line 446 — Belews Creek Pipeline, General EPSC Notes" Sheet 89. In wetland
areas where pipeline installation via trenching is authorized, wetland topsoil must be segregated
from the underlying subsoil, and the top 6 to 12 inches of the trench must be backfilled with topsoil
from the trench.
b. All authorized temporary stream impacts will be returned to pre -disturbance grade and contour,
stabilized per "Line 446 — Belews Creek Pipeline, General EPSC Notes" Sheet 86 and "Line 446
— Belews Creek Pipeline, Stream Buffer Details" Sheet 94, and re -vegetated per "Line 446 —
Belews Creek Pipeline, General EPSC Notes" Sheet 89.
3. The permittee shall use a contracted environmental compliance officer(s) who will remain on-site
throughout the construction period. This individual will ensure compliance with all general and specific
Department of the Army and North Carolina Division of Water Resources permit conditions and
certifications. Once construction begins within crossings subject to this authorization, compliance reports
must be submitted to the Corps of Engineers, Raleigh Regulatory Field Office and North Carolina Division
of Water Resources on a bi-weekly basis, until construction within these areas is complete.
4. When directional boring or horizontal directional drilling under waters of the U.S., including wetlands,
the permittee shall closely monitor the project for releases of drilling fluids. Any discharges of drilling
fluids into waters of the U.S., including wetlands, shall be reported to the Corps of Engineers, Raleigh
Regulatory Field Office and the North Carolina Division of Water Resources within 24 hours. All
crossings of wetlands, streams, or other waters undertaken using Horizontal Directional Drill methods
must abide by the attached "Horizontal Direction Drilling (HDD) Contingency Plan" (pages 1 through 7).
Digitally signed by BAILEY.DAVID.E.1379283736
DIV: c=US, UGovernment, ou=DoD,
ou=PKI, ou=USASA,
cn=BAILEY.DAVI D.E.1379283736
Corps Regulatory Official: Date: 2019.03.1815:0455-0a'00' Date: 3/18/2019
Expiration Date of Verification: 03/18/2022

Compensatory Mitigation Responsibility Transfer Form
Permittee: Piedmont Natural Gas, Attn: Ned Dietrich Action ID: SAW -2018-00885
Project Name: Piedmont Natural Gas / Line 446 / Belews Creek Pipeline County: Guilford/Rockingham
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 -digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.401
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine
Riparian Non-Riverine Non -Riparian
Coastal
0.401
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site.
acceptance letter identifies a specific site, also list the specific site to be debited).
For NCDMS, list NCDMS. If the NCDMS
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS, confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 10/31/2018 was included with the preconstruction notification.
• This Form supersedes the Compensatory Mitigation Responsibility Transfer Form, dated December 4, 2018,
included as part of the Nationwide Permit 12 verification dated December 4, 2018. Note that the compensatory
mitigation required by this referenced form was satisfied by NCDMS via signature on March 13, 2019.
• This DA permit modification results in a net DECREASE in the number of wetland credits required relative to the
original Nationwide Permit 12 consisting of the reduction of permanent conversion from forested to herbaceous
wetlands at a 1:1 ratio (0.031 fewer wetland credits required).
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email: todd. tugweH@usace. army. mil). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
Digitally signed by BAILEY.DAVID.E.1379283736
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=BAILEY.DAVID.E.1379283736
Date: 2019.03.18 15:05:19 -04'00'
3/18/2019
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil

Compensatory Mitigation Responsibility Transfer Form
Permittee: Piedmont Natural Gas, Attn: Ned Dietrich Action ID: SAW -2018-00885
Project Name: Piedmont Natural Gas / Line 446 / Belews Creek Pipeline County: Rockingham/Stokes
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 -digit HUC and Basin: 03010103, Roanoke River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm
Cool
Cold Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.053
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: See Comments/Additional Conditions section below
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool
Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal
0.053
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site.
acceptance letter identifies a specific site, also list the specific site to be debited).
For NCDMS, list NCDMS. If the NCDMS
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS, confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 10/31/2018 was included with the preconstruction notification.
• Wetland credits may be provided in HUC 03010103, 03010104, or 03010102.
• This Form supersedes the Compensatory Mitigation Responsibility Transfer Form, dated December 4, 2018,
included as part of the Nationwide Permit 12 verification dated December 4, 2018. Note that the compensatory
mitigation required by this referenced form was satisfied by NCDMS via signature on March 13, 2019.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email: todd. tugwell@usace. army. mil). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
Digitally signed by BAILEY.DAVID.E.1379283736
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=BAILEY.DAVID.E.1379283736
Date: 2019.03.18 15:05:40 -04'00'
USACE Project Manager Signature
3/18/2019
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil

Determination of Jurisdiction:
A. ❑ There are waters including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ® The jurisdictional areas, beginning at the western terminus of PNG Line 446 and extending west to existing Duke
Energy — Belews Creek Steam Station infrastructure, have been identified under a previous action. Please reference the
Approved Jurisdictional Determination issued 11/26/2018. Further, please reference the Preliminary Jurisdictional
Determination issued 12/3/2018. Action ID: SAW -2018-00885.
Date of JD: 12/3/2018 Expiration Date of JD: Not applicable

Line 446 Wetland Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
* Roanoke River Basin
** Cape Fear River Basin Total: 2,160 20,105 19,743
SF SF SF
0.05 0.46 0.45
Acres Acres Acres
SF in Roanoke
3974 River Basin
0.09 Acres
SF in Cape Fear
15769 River Basin
0.36 Acres
Area within
Area within
PermanentImpact-
Permanent (P) or
ROW Conversion
Impact Site
Wetland ID
Lat
Long
Temporary (T)
Resource Type
Type of Impact
Notes
Temporary
Permanent
from Forested to
Easement (SF)
Easement (SF)
Non -forested (SF)
Wetland is within existing ROW.
Disturbed herbaceous assemblage
Non -Tidal
Open cut, dewatering
with a few scattered
Impact Site 1
W26 *
36.27710847
-80.04999838
T
Wetland
structure, temporary crossing
shrubs/saplings. Wetland continues
2,160
362
0
to northeast and eventually directly
abuts an intermittent tributary.
Open cut, dewatering
Impact Site 5
W27 *
36.26997357
-80.0177573
P, T
Non -Tidal
structure, temporary
Wet hardwood forest. Directly abuts
0
544
844
Wetland
crossing, access
Streams 22 and 23.
clearin /ROW conversion
Non -Tidal
WV ,.
T
Wetland
HDD Bore
0
0
0
Impact Site 9
Wet hardwood forest. Small
W20 *
36.25833145
-79.97833151
T
Non -Tidal
HDD Bore
depressional floodplain wetland.
0
1443
1.443
Wetland
Separated from Stream 17 by
distance of —25 feet.
Open cut, dewatering
Non -Tidal
structure, temporary
Wet hardwood forest. Directly
W12 *
36.25473915
-79.94785152
P, T
Wetland
crossing, access
abuts Stream 7.
0
1.687
1,687
clearing/ROW conversion
Impact Site 15
W10/11 **
36.25468143
-79.94759674
P
Non -Tidal
Access clearing/ROW
Wet hardwood forest. Directly
0
172
172
Wetland
conversion
abuts Stream 7.
Open cut, dewatering
W9'"""
W9 -
36.254452421-79.94741603
36.25445242
-79.94741603
P, TNon-Tidal
P, T
structure, temporary
Wet hardwood forest. Directly
0
1,118
1,118
Wetland
crossing, access
abuts Stream 7.
clearing/ROW conversion
HDD Bore. Wetland in project
corridor is a wet hardwood forest
Non -Tidal
community. Wetland in existing
Impact Site 17
W6/7 **
36.25035371
-79.9367198
P
ROW conversion
ROW is a beaver pond consisting of
0
10,258
10.258
Wetland
open water and mixed
herbaceous/scrub-shrub vegetation.
Directly abuts Streams 3, 4, and 5.
Open cut, dewatering
Impact Site 18
W5 **
36.24824553
-79.93156634
P, T
Non -Tidal
structure, temporary
Wet hardwood forest. Directly
0
4,221
4.221
Wetland
crossing, access
abuts Stream 2.
clearing/ROW conversion
WX **
Avoid
Non -Tidal
0
0
0
Wetland
Impact Site 19
W1**
36.239916321-79.92456802
Avoid
Non -Tidal
Wet hardwood forest. Directly
0
0
0
Wetland
abuts Stream 1.
* Roanoke River Basin
** Cape Fear River Basin Total: 2,160 20,105 19,743
SF SF SF
0.05 0.46 0.45
Acres Acres Acres
SF in Roanoke
3974 River Basin
0.09 Acres
SF in Cape Fear
15769 River Basin
0.36 Acres

Line 446 Stream Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
Revised 3-11-2019
* Roanoke River Basin Total: 0 1094.4
** Cape Fear River Basin Feet Feet
^ Subject to Jordan Lake 50 -foot buffer rule
Permanent (P)
Avg
Avg
Length Within
Length Within
Impact Site
Stream ID
Stream Name
Lat
Long
or Temporary
Perennial (P) or
TOB
Bank
Impacts
Notes
Temporary
Permanent
Intermittent (I)
Width
Height
Easement
Easement
(T)
(ft)
(ft)
(ft)
(ft)
Impact Site 3
S26
Unnamed Trib of
36.27514545
-80.03027276
T
P
15
5
Open cut, dewatering structure.
0
67.5
Belews Crk *
temporary crossing
Impact Site 4
S21
Unnamed Trib of
36.27286359
-80.02200739
N/A
1
3
2
Bore - no impact
0
0
Belews Crk
Impact Site 6
S25
Unnamed T rib of
36.26525844
-80.0097791
T
P
25
5
Open cut, dewatering structure,
Highly disturbed by cattle.
0
68.3
Belews Crk *
temporary crossing
Impact Site 7
S20/S35
Unnamed Trib of
36.260359
-79.999276
T
P
15
7
Open cut, dewatering structure,
0
96.9
Belews Crk *
temporary crossing
Impact Site 8
S19
Unnamed Trib of
36.25866886
-79.98991995
T
P
14
7
Open cut, dewatering structure,
0
77
Little Hogans Crk *
temporary crossing
S16
Unnamed Trib of
36.25839645
-79.97866651
N/A
P
3
3
Bore - no impact
0
0
9
Hogans Crk
Impact Site
S17
Unnamed Crib of
36.25832381
-79.97843172
N/A
P
6
6
Bore - no impact
0
0
Hogans Crk
Unnamed Trib of
Open cut, dewatering structure,
Upper reach in existing ROW is
Impact Site 10
S12
Hogans Crk *
36.25912529
-79.97224976
T
P
3
6
temporary crossing
intermittent. Lower reach in
0
126.3
forested area is perennial.
Impact Site 11
S13
Unnamed Trib of
36.25896925
-79.96886502
T
P
12
2
Open cut, dewatering structure,
0
60.9
Hogans Crk *
temporary crossing
Impact Site 12
S14
Unnamed Trib of
36.25897358
-79.96767842
T
1
7
4
Open cut, dewatering structure,
0
96.9
Hogans Crk *
temporary crossing
Impact Site 13
S33
Unnamed Trib of
36.259739
79.962679
T
P
20
g
Open cut, dewatering structure,
0
79.1
Hogans Crk *
temporary crossing
S34
Unnamed Trib of
36.261515
-79.955965
T
1
20
15
Open cut, dewatering structure,
Flows to S32 via Hwy 68 culvert.
0
95
Hogans Crk *
temporary crossing
Impacts to both sides of Hwy 68.
Impact Site 14
S32
Unnamed Trib of
36.261509
-79.954914
T
1
6
7
Open cut, dewatering structure,
Flows from culvert under Hwy 68.
0
78
Hogans Crk *
temporary crossing
Impact Site 20
S31
Unnamed Crib of
36.26179
-79.954757
N/A
P
9
5
No new impact
Existing culvert
0
0
Ho ans Crk
Impact Site 15
S7/8 ^
Unnamed Trib of
36.25467754
-79.94766573
T
P
4
3
Open cut, dewatering structure,
0
91.9
Troublesome Crk **
temporary crossing
Impact Site 16
S6 ^
Unnamed Trib of
36.25223873
-79.94185597
T
P
6
4
Open cut, dewatering structure,
0
96.z
Troublesome Crk **
tempora crossing
S5
Unnamed Trib of
36.25057158
-79.93738176
N/A
7
3
Bore - no impact
Upper reach in existing ROW is
0
0
Troublesome Crk **
impounded by beaver dam.
Impact Site 17
S4
Unnamed Trib of
79 93689481
-79.93712622
N/A
3
3
Bore - no impact
0
0
Troublesome Crk **
S3 ^
Troublesome Crk **
36.25032582
-79.93689481
N/A
P
15
4
Bore - no impact
Upper reach in existing ROW is
0
0
impounded by beaver dam.
Impact Site 18
S2/S29 ^
Unnamed Trib of
36.24830449
-79.93197609
T
1
3
1
Open cut, dewatering structure,
Culvert road crossing between
60.4
Troublesome Crk **
temporary crossing
S2a and S29a.
Impact Site 19
S1 ^
Unnamed Trib of Haw
36.24004255[-79,9247786
T
P
3
1
Open cut, dewatering structure,
Culvert road crossing between
0
0
River **temporary
crossing
S1 i and S1j.
* Roanoke River Basin Total: 0 1094.4
** Cape Fear River Basin Feet Feet
^ Subject to Jordan Lake 50 -foot buffer rule

LEGEND
LEErnx.Eiwr .L
IV,,
\ \ ' \ \+
® E,
- --- I l / - - 1 -_' -- ------
-'-
ILL,
\
1
c�--------
a ___ _
_-_______, - ' i "' I /\Cie\rFi1 .1c
/ _ t.fi„
1
---- -
Y_ t� - - -
\
\WETLAND 26B
•
IMPACT
\`�\
--_ .s/�'-\ \N�_,` `•
-'WETIAT$ TEMPORARY
-_
- WETLAND $6B'`CONSTRUCTION
ali/l l ; EASEMENT TEMPORARY F _
.. d},�-k\EN,7`
``_ IMPACT: TEMPORARY
;D`5
_�\^`._`
$0'+CROSSING USING MATS •
_`BRER1C\QFIG _lN N
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i SITE O NNS 0A5"`•_N _
i �
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Fh
,
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PARKING AREA , 1,
/PCI
SF
',bfNG'
di
s ' 1
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-- _-___ /, _ y8�' , ,EXP �N ________,,
___ ___ ______-__+r00 __ ___ _ c s90' :'/� T E ' (STP,20 0-Q449Q11 i T d« - _ _ -_`_� ___
_
_ _
« s7gDK�.
--
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DUKE ENE'0'," --
/8,p
-/
/
PROPOSED-,RAILROADSPU\�\\_
TRACKS LINE ``____
,-- 1\
EAASOE-MTEMNP _
p'
/WETLAND \V
26A « - /
,- PERMANENT EASEgwr - I ` 1 \ \
,; -_-� -_, ____ / TEMPORARY IMPACT: j ,
/\
/,� .:
• / / OPEN CUT FOR GAS LINE, / \
-------------------- DEWATERING STRUCTURE / q 1 \ r
V
_- _-.___--_
-__ -
PROPRIETARY 6 CONFIDENTIAL ALL RIGHTS RESERVE. • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
REF. DWG(S)
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PIEDMONT'S NATURAL GAS FACILRY DRAWINGS ARE CONSIDERED CONFIDENTIAL�OM-1095• DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSERF-IO .-AGEMENT (RIM) POLICY IOD,
P us cOR05aINFo. MAMA
PNG-G-048-0001DOE
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A ZO QeoeEss yc
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LINE 446 - BELEWS CREEK PIPELINE
EROSION CONTROL PLAN
SHEET 67 90 DWG SCALE: AS SHOWN
� AREA CODE 9335
.Nm"•^w•
O
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PROJECT NUMBER 1626546
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STOKESDALE, NC
C -446 - 0001062
1
CHECKED BY CPD
wh ^"'"' "" WKG PRIrvaPgL
10/022018 �Ua�LA\ 1 E
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RESOURCE CENTER REIDSVILLE
APPROVED BY WKG

LEGEND
LEE
=3
7-7
- -- - - -- ----------------
0
-----------
------------
--------
----------
--Y/ \\�i 'i Ali �i 11'%','/i
"DUKEfENERGY', -D� -i;zI ,pEFkMANENT'1,\1,',,,,�%
<
-----------
A
EASE A )==MSTA
L T
-------- -1 INSTALL SLIIHIE BIREAKEIiSPINATEI BA, 5, 1
----------------
-l-lf3TkLLAMEItICAN,tXCVLSIORdURLIEX, I 1)11III1.,,1%\�,',,�",,
IN IMPACT SITE 2
_-3
FI BI
-fFIREFLNEI IIIII16INFER APPRGVEP' I RELEWS LAKE
APROVED SEED
LENT "D
AS
p 400m AS
-----------
-------- WITHIN 7 DAYS.-_____ ------- --- ------
WITHIN
WIT,
III ii f
E/
-----------------
------------- - ------------
T, 0
,PERMANENT' ------ ----6: 1
------ -- 0 cc 00
SF
---------
lb 0 -- -------- - - ---------
-------------
-- -----
------
----------
IF
ZV71
--------------------
----------
- - -- --- -------- ---- --
--
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-----------
----
NOMPAQTi
----------
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Nh
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PROPRIETARY I CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS GNILY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACIL-DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-ICBS) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRANING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 10DI
PNG -446-0001008
PNG-G-446-0001009
N.
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AIR—.
SHEET 68 OF AS SHOWN
7 0-8
ISSUEDFIRI—IRM
2 2
1 EE�L
C.E=
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rm
LINE 446 BELEWS CREEK PIPELINE
EROSION CONTROL PLAN
U_ATE _1"S losIDWGSCALE:
""
I I"11
BBUED IR I-11RUI—N R11111
I KL-
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WE ACCO N NUMBER 10
ACCOUNT OUN—L
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RANINGI4U.—
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11
Natural C
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STOKESDALE, NC
PNG- C -446- 0001063
0
CHECKED BY CPD
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—R�.— "1.1E`41E1.1p,"1NA1 CE RP
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RESOURCE CENTER REIDSVILLE
I APPROVED BY
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0912112018 WA�� NEER
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LEGEND
__ _ -- ' l(1 "/:::/ 'i "-'-___` ` `\ `.` `\ \"` ``: ` \ `` \ \ `
-------------- : t ' , /�; " PROPOSED A`C _ \QPO$PR'dl�AIN
I
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_ - - - ------ �, :________:/;;;; /%:: r ROAD SB �E dLEA D@EDD,, \VNISPlDT10NN6
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-- I
cxmxlc scA�x uN.sxTl .` • _ - ___- __ , _ _______ -
-
o
_ ___
_ ___ -'_\\\------
vxuww[�vuu
_
_ .� — _ �` ``\``�`�•�`' -__ _ \`�__ ``-_ - RSD- _ _ - - __ "__ \\ I
_
_
1`
____
/
IMPACT SITE 2 ___
y----------- _
-----BELEWS LAKE
�
---
--__-------------------
- - - __ _____ I
I .\
_-_ -$F--- AR-D7%� / / / / IMPAG-oP�d777___
-
---_ _
�\ __- - TERHI _-------------------
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BELEWS LAKE .` �__ '/i ''��/-\`�' �S�RUCTURyi �TUlp/!(ENT`
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HDD GROSSING -- -0 i
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--'-- ,- \ __
CLEARED. INSTALL SLOPE - _
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-------- BREAKERSIWATER BARS. INSTALL
AMERICAN EXCELSIOR CURLEX 1
� FIBERNET OR ENGINEER APPROVEEQUIVD
AS ANDSOON APPROVED SEED
MIXTURE AS SOON AS POSSIBLE OR \ \�___ _------
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P us conosawpo.MaxA
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---------- ---- ---
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GAR I INE "A'HAND TGGLSWITHIN 10OF
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--- ----
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INSTALL SILT FENCE AS THE AREA IS CLEAREOr
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------- ----------
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PROPRIETARY 6 CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS GNILY
PIEUMONT'S NATURAL GAS FACILOY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OWINS) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE - TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS A INFO. MANAGEMENT (RIM) PCLIGY -1
REF. DWG(S)
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A,
THIS JEROSION AND SEDIMENTATION CONTROL PLAN WILL DISCUSS A PROPOSED PROJECT TO CONSTRUCT A NATURAL GAS PIPELINE IN GUILFORD,
NOCKINGHAM, AND STOKES COUNTY NORTH CAROLINA, THE OPOSED PROJECT WILL CONSTRUCT A N' GAS LINE APPROXIMATE LY 9.28 MILES. THE LINE 448
OPP ON (IRA 0215379) AND BELEWS CREEK M & R STATION NEI 1626517) PROJECTS WILL BE CONSTRUCTED IN CONJUNCTION WITH THIS PROJECT. PLANS
FOR THOSE PROJECTS WERE PREPARED SEPARATELY AND ARE CONTAINED IN THEIR OWN PLAN SETS, THE LIMITS OF DISTURBANCE FOR THE LINE 446 OPP
ON IS APPROXIIMTELY 5.5 ACRES AND HAS BEEN INCLUDED IN THE LIMITS OF DISTURBANCE FOR THE LINE 448 BELEWS CREEK PIPELINE PROJECT.
.RED ON THE AREA OF THE PERMANENT AND EMO RAN EASEMENTS, THE
AREA FOR HELINE 446 BELEWS GREEN PIPELINE PROJECT I8
APPROXIMATELY 115 ACRES,
ADDITIONALLY. THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES.
INCLUDING
1, TEMPORARY GRAVEL CONSTRUCTION ENTRNCFJEXIT-PRACTICE 606
NT
RANCFJ EXITS WILL BE PLACED AT VNIOUS PoINE ALONG THIS LINEAR PROJECT TO PROVIDE A BUFFER HERE
VEHICLES GIN I`=OP THFIR MUD RIND SEDIMENT TO AVOID TRNSPORTING IT ONTO PUBLIC ROADS, TO CONTROL EROSION FROM SURFACE RUNOFF, ND
TOHELPCONTROL DUST. THEY ARE DESIGNATED ON THE PLEAS WITH A GRAVEL SYMBOL, WATER WILL BE SUPPLIED TO THE AREA SO THAT WHEELS CAN
CLEANEDBE
2 EMPORNN
YSTREAM CROSS G PRACTICE670
TEMORARY STREAM AND WETLAND CROSSINGS PROVIDE AWAY FOR CONSTRUCTION VEHICLES TO CROSS STREAMS WITHOUT MOVING SEDIMENT INTO
3. STRR AMS, DAMAGING
THE STREAMBED OR CAUSING FLOODING. TEMPORARY STREAM AND WETLND CROSSINGS ARE PLANNED FOR THIS PROJECT.
PRACT
62
SILT (SEDIMENT) FENCE RETAINS SEDIMENT FROM SMALL DISTURBED AREAS BY REDUCING THE VELOCITY OF SHEET FLOWS TO ALLOW SEDIMENTDEPOSITI N. SILT EIS TO BE WETLAPLACED AT THE EDGE OF THE EASEMENTS ALONG THE PROJECT SILT FENCE IS NOT TO BE PLACED ACROSS STREAMS,
DITCHES. WATERWAYS
4. DEWATERING DEVIC-EDIMENT FILTER BAG -CONCEPTS FROM PRACTICE BOO
THE D
TOSCUT
DEVICE
FILTER BIG ARE USED TO DETAIN SEDIMENT FAIDEN RUNOFF T
ALLOW SEDIMENT
BEFORE IT E NSCHARGEDp HESE )STRUCTURES WILL BE USED TO ALLOW SEDIMENTS
TO FILTER
OUT OFWA ER THAT HAS BEEN PUMPED OUT OF ANR
AREA OR HASBEEN USED FOR HYDROSTATIC TESTING, THESE STRUCTURES WILL BE PLACED AS NEEDED AND ARE NOT SHOWN ON THE PLANS. DEWATER
DE"C'S AND SEDIMENT FILTERBAGSILA PUT STREAM
5. ROLLED EROSION CONTROL PRODUCTSUEMPORARY MATT IN GQPRACTICE617
FEN _ARV MATTING WILL BE USED WHERE NECESSARY TO REDUCE SOIL EROSION AND ASSIST IN THE GROWTH, ESTABLISHMENTND PROTECTION OF
6, TEMPORARY SEEDING -PRACTICE 6.10
L. NA.TIC
8. S
PROPOSED CONSTRUCTION SCHEDULE:
1. OBTAIN EROSION AND SEDIMENT CONTROL PLN APPROVAL AND OTHER PERTINENT PERMITS.
2. SCHEDULE MANDATORY PRE -CONSTRUCTION MEETING WITH NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY(NCDEQI DIVISION OF ENERGY.'
MINERAL, AND AND ES (DEMUR), LAND QUALITY SECTION, WINSTON-SALEM REGIONAL OFFICE (336-7-60) 48 HOURS PRIOR TO CONSTRUCTOR
O DISCUSS EROSION CONTROL PLAN. HOLD PRE -CONSTRUCTION MEETING.
3. A RIPARIAN BUFFER SHALL BE ESTABLISHED AND MAINFAINED56FO01' LANDWARD OF ENVIRONMENTALLY SENSITIVE AREA BOUNDARIES THROUGHOUT
THE LTSFDSTUANCE'ENIING AN
PERIMETER EROSION CONTROL MEASURES SHALL BE INTHESTALLEBUFED. GRUBR "ALLBING OR BELOW GROUND BE CLEARLY DEMARCATEOV GIE AWTH �ON REMOVAL SHOULD SE LI RANGE SAFETY CONSTRUCTMI TED TO THAT D
NECESSARY FOR INSTALLATION OF EQUIPMENT CROSSINGS ND TRAVEL LANES WITHIN BUFFER. ADDITIONAL GRUBBING PRIOR TO PIPELINE INSTALLATI)N`
SHALL
BE R -_ED AMID APPROVED
NME
4. ENVIRONMENTALLY SENSITIVE ARNSBINCLUDE�BUT ARE NOT LIMITED TO THE EE IFOLLOWING: STREAMS, CREEKS, WETLANDS, LAKES, AND PONDS.
5. INSTALL CONSTRUCTION ENTRANCES ND ACCESS ROADS PER PLANS AS NEEDED, IMPROVEMENTOR REPLACEMENTOF EXISTING CULVERTS FOR '
ACCESS ROAD' IS EQTED To THE
DUBACEING DIMENSIONS IN WETLANDS NO STREAMS AS SHOWN ON PENS. ANY OTHER DISTURBNCE MUST BE
Sy
6. INSTALL PERIMETER EROSION AND SILTATION CONTROL(E&SC) MEASURES SUCH AS SILT FENCE AND SILT SOCK PRIOR TO CLEARING AND GRUBBING `
HERE PRACTICAL AND 'INIIRRENTLY WHEN ILEARINI 11 REQUIRED TO INSTALL PERIMETER MEASURES. CLEAR ONLY AS NECESSARY TO INSTALL
THESE DEVICES. CLEARING SHALL NOT OUTPACE THE INSTALLATION OF PERIMETER CONTROLS.
7. INITIATE RING ANDGRUBBING WITHIN LIMITS OF DISTURBANCE. GRUBBING SHALL BE MINIMIZED WHERE PRACTICAL WITHINS FEET OF '
ENVIRONMENTALLY
COMPLETE GRUBBING AS NECESSARY AS PIPELINE INSTALLATION APPROACHES THE BUFFERS AND MINIMIZE
DURATIONBARE SOIL CONDITIONS.
INSTALL REMAINING EBSC MEASURES SUCH AS DIVERSIONS, SILT FENCE CHECK DAMS, J -HOOKS, WATER BARS, CONSTRUCTION ENIT3ANCES, TEMPORARY
RIDGES AT STREAM CROSSINGS, TIMBER MATS, ETC. AS CLEARING AND GRUBBING I8 COMPLETED <
9. ALL WATER BARS SHOULD INCLUDE AN OUTLETCONTCOR.
iD SEDIMN TTBUILD-UP TO EXCEEINIPETLD 50%CAPACITY OF MEASURES. STORE REAND ER MOVED SE DIME NT IN UPLANDSIR TOCKPILE INA EI HOUR SNNAEPL
NO APOYTEMPORARY <
G.
11 BILTDFIENC AS(BTREAMS AND WETLANDS) WILL BE REINFORCED WITH STEEL MESH. `
2.DOUBLE ROWS OF SILTF NCE WITHIN 60 FEET OF ENVRONIMENTALLV 8EN81TNE AREAS, OR AS SHOWN ON PIANS, SHALL INCLUDE A PRIMARY NOW OF
1 REINFORCED SILT FENCE AND A SECONDNRY ROW OF UNSUPPORTED SILT FENCE. COMPOST FILTER SOCK OR REINFORCED SILT FENCE CAN BE
13.CONTRACTT ED ORISHALL SEQUENCE ANN SECOND D CONDUCT I BED IN LAND DISTURBING AND CONSTRUCTION ACTIVITIES IN A MANNER THAT MINIMIZES THE AMOUNT OF BARE
SOIL EXPOSED
14TETEMP TEMPORARY
E
SEEDING
DURING DISTURBED OFHE AREAS
STER THE GENERAL SEEDING SPECIFICATIONS. IT IS RECOMMENDED THAT SLOPES OF 4 TO 1 OR `
L BE NS (PAD TRENCH BOTTOM, LOWER IN PIPE AND TIE-IN PIPE, TAKE SURVEY SHOTS
ALONG THE'AS-BUILT' SE CT IONERS OF PIPE, PAD AN BACKFILL WITH SUBSOIL). PERMANENT TRENCH BREAKERS WILL BE INSTALLED AS DIRECTED BY HE
ENVIRONMENTAL INSPECTOR OR OWNER'S REPRESENTATIVE20 AT.
RESULT OFPPEOIN NSTALL
�TAL AOT ON. FOLLOWINGNSTALLATIONNl, TRENCH BREAKERS LOFTRENCH BREAKERS THE TRENCH WIE NSTALUED SUCH THAT THE ILLOGY IF LLBF BACKFIELED.TU EISNOTIMPACTEDASA
21.PIPELINE INSTALLATION WITH IN ENVIRONMENTALLY SENSITIVE AREAS SHOULD BE CONDUCTED IN A MANNER TO MINIMIZE DURATION OF OPEN TRENCH
AREAS AND ESE ND UTILIZE AODITD"'ACHAT &SC UED AND
ESASBNE ESSARV.SOON AS PRACTICAL CON TRACTOR TO MONITOR WEATHER WHEN WORKINGIN THESE
22.AFTER TRENCH IS BACKFILLED, STABILIZE AND RESTORE TO ORIGINAL GRADE. STABILIZE AND EMPoRNY SEED WORK AREA AS SOON AS PRACTICAL At
23.CONSTRUCTION ACTIVITIES ROUIRING HORIZONTAL DIRECTIONAL DRILLING OR CONVENTIONAL BORES WILL BE PERFORMED IN ACCORDANCE WITH
ALIGNMENT SHEET SPECIFICATIONS.
­""'WILLBE RESTORED TO ORIGINAL GRADE, CONTOUR, AND ON (VEGETATION, PAVING, DITCH LININGS, ETC.) IN ACCOONCE WITH
APPLICABLE PERMITS. CULTIVATED AGRICULTURAL FIELDS DO NOT REQUIRE TEMPORARY OR PERMANENT GROUND COVER STABILIZATION.
25.IN AREAS WHERE SEGREGATION OF THE SUBSOIL AND TOPSOIL IS NECESSARY, THE TOPSOIL WILL BE REPLACED LAST. AFFECTED AREAS WILL THEN BE
CLEANED
TO RESTORE HE ROW ASC ­ AS POSSIBLE TO PRE -DISTURBANCE CONTOURS AND CONO,
TION10L LWE S�NO MULCHING WITHIN WETLANDS IS ALLOWED HING
COVER (80%COVERAGE), CONTACT NCDEO LAND QUA LTTYSECTION,WINSTON-SALEM REGIONAL
OFFICE (336_69800) FOR FINAL SUE INSPECTION.
UPON APR =RE NEW CDEO LAND QUALITY SECTION, WINST.N-SALEM REGIONAL OFFICE INSPECTORS, REMOVE SILT FENCING AND OTHER EROSION
CONTROL S, AR D STURBED RING THIS PROCESS SHALL BE RESEEDED
EROSION CONTROL DEVICE NOTES
2. ALL STREAM CROSSIVETLA NGS WILL BE OPEN -CUT UNLESS OTHERWISE NOTED ON PLANSPPROXIMATE.
3. SEDIMENT FILTER BAG SHOULD BE USED WHEN WATER IS BEING PUMPED FROM THE TRENCH.
ANY
5. ADDELYITION. EROSION CONTROL DEVICES SHALL BE IFAILURE OF ANY EROSION 11 -OL DEVICE ToNSTALLED IMMEDIATELY AFTER GFUNCTION AS INTENDED FOR ANYROUND DISTURBANCE OCCURS"ON SHALREPIRTE' TTHE 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
D ED GE PA THE
DRAINAGE PATTERNS CREATED AT VAOUURIN
RIS STAGES DG GONTRACTOR'S RESPONSIBILITY TOACCOMPLISH EROSION CONTROL FOR ALL
e. CONSTRUCTION ENTRANCE LOCATIONS ARE SHOWN AT APPROXIMATE LOCATIONS, F AL LOCATIONS WILL BE DETERMINED IN THE FIELD.
ALLTMBER
E FIN. DF
AY P IMMEDIATELY AFTER
T CROSSING IF SEDIMENT DEPOSITEDBEFORE OR DUN GARAIN F HT SEDIMENT REMOVED FROM BRIIOGES MUST OFD PLACED IN A CONTAINED AREA
AWAY FROM 8. EROSION EEL OR APPCTIGNAL ROVED EQUALRTRENCH EISS MNA"ETHOD SSTRUCHALL UTILIZED INSIDE WETLANDS IN PLACE OF SILT FENCE
.
9. TREES IN WETLANDS INSIDE THE CORRIDOR MAY BE REMOVE TO GROUNDLEVEL GRUBBIrvG OF STUMPSNwETLArvOS SHALL BE LIMITED TO THAT
RELINEHE DED­NSTALLTHE
10,STRIPPING TOPSOIL WITHIN WETLANDS ALONG HE UTILITY CORRIDOR IS NOT PERMITTED,
11.HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FIN& STABILIZATION ON STEEP SLOPES OVER 15%.
MAINTENANCE
1, ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER SEVEN CALENDAR DAYS AND
e ND OFRTHE ADR DS INCH PER 24 HOUR PERIOD. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
2, CONSTRUCTION ROADS ANO PARKING AREAS SHOULD BE INSPECTED PERIODICALLY OR THE CONDITION OF SURFACE. TOPORESS WITH NEW GRAVEL AS
oGlERS ONED AREA`S "PRDUCING AREA
RE AND ASSHOULDABEOTRE TEDRIMMED ATEODUCING AI NS. MAINTAIN ALL
VEGETA N 3. LY
TEMPORARY STREAM CROSSINGS SHOULD BE INSPECTED AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL. EROSION OF
ABUTMENTS, CHANNEL SCOUR, RIPRAR DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE
4. MAINTENANCE ON SILT FENCES. SHALL BE PERFORMED AS NEEDED. CAPTURED SOIL MATERIAL SHALL BE REMOVED WHEN'BULGES' DEVELOP IN THE SILT
FENCEAND"
WHEN
EVIDENCE
LTER "'
5, NSPECTDEWAERNGDEVICESANDFSEDIMENTTRAPSIAFTEREACH USE AND EACH SIGNIFICANT RAINFALL EVENT AND MAKE NEEDED REPAIRS
IMMEDIATELY. REMOVE SEDIMENTAND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN NEEDED. ROCK DISPLACED FROM THE SPILLWAY MUST
BE REPLACED IMMEDIATELY
6. INSPECT ROLLED EROS ON CONTROL PRODUCTS(RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (D OR GREATER) RAIN FALL EVENT. MAKE
DMUST BE MAINTAINED AND EROSION MUST NOT OCCUR BENEAH HE HELP. ANY AREAS OF
DUE TO PROPERLY
CONTROLLED PRANAGE THE EM SHALL BE FIXED AND THE ERODED AREA PROTECTEDGROUNDS- BE MONITOR EROSION AND STAPLED IF MONITOR AND REPAIRT EECP ASNECESSARY UNTIL
GROUND COVER IS ESTABLISHED.
F- IERNNTFO -NN TIE IR -0. EERNIT -NTN.F.P­E
COMPLETE AFPUGYN­ G- VS. IRIOR TO .11
Ly
HE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT
CONTROL ISSUES ARISE DURING I -AND -DISTURBING ACTIVITY:
MICHAEL REIKOWSR
EM2L8) 48841654
EMAIL. mlcM1ael.rcikowsky®Fake-exergy.com
NFRASTRUCTURE, PLLC PIED# ILA (OM -1095)' DRAWING IS CURRENT ONLY THROUGH RISK OF
VC LICENSE#P-1289 O INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH R RECORDS INFO. MANAGEMENT (RIM) POLICY 1001-77777 0
NO DATE IONISI OESCRIPBON oESCRIPTI
WILLIAM K. GUALTIERI PoAREACODE 9335 "'""e""""" LINE 446 - BELEWS CREEK PIPELINE SHEET 65 OF g0 DWG SCALE: AS SHOWN
Ug/2, 120,8 Piedmont DWG DATE 09121118 SUPERSEDED
NORTH CAROLINAFOR WANG ACCOUNT NUMBER 0107000 "N�" s E.1y. /±� GENERAL EPSC NOTES
SEAL 023466 PROJECT NUMBER 1626546 Natural Ca88 oRAwNG NUMBER EMS)
DRAWINGBY JKc STOKESDALE, NC
CHECKED BY SBH ^n..'^"". CDR_ NRIVE PANG -C-446- 0001086 R 1Dry
ROFEss1oNAL ENr✓aRCRsramP APPRnvc..
RV
.Nn NGNEER - cxaRLOTTE. Nc 1.1. RESOURCE CENTER REIDSVILLE PNCDISCIPMNE-EESOUROE CENTER NUMBER

SFF nuw OF
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(D STREAM CROSSING (PUMP DIVERSION WITH EQUIPMENT CROSSING) (TSC)
L �o
mmmii�
TYPICAL UTILITY LINE CREEK AND WETLANDS CROSSING (TSC, TWC)
e STREAMBANK STABILIZATION (TSC) �PreaPo
PxMP DIBCHARDE HoaE ioIOF
MIN
w—AN.I
GROLONPEINE J
I—ION
t0'MIN. S
FROM STREAMS
Zrov of BANK 1
PLAN VIEW
e CURLEX CHANNEL APPLICATION DETAIL (TSC)
NOTES:
onoFTHE
VARIES WITH GROUND
LINE SLOPE SILTS AVER DEWATER FILTER BAG
)2 MIN.
1
10,0• 50 MINIMUM
SEDIMENT FILTER BAG MINIMUM
2-li'MIN. 0'F"MIN. RIES BUFFER
NIERRICITivvB Illi
SILTFENCE
GEOTEXTILE wDx Ri ciinllorvl 6'MIN. en r 2'MIN. TC, OF BAN,
OR EXISTING VE cwolnnixN x
S.
N--OaouxttME ore ExISTINsvFCET TA Ellp
SECTION A
TYPICAL SEDIMENT FILTER BAG (TSC)
INOT Tos ,
-
NFRASTRUCTURE, PLLC
VC LICENSE#P-1289
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEOM AL (oM-t 0351' DRAWING IS CURRENT ONLY THROUGH ISN OF
O INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF PHIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH R CORDSBRINFO. MANAGEMENT (RIM) POLICY 100108
REF. UWG(S)
WILLIAM K. GUALTIERI
09/2112018
NORTH CAROLINA
SEAL 023666
ROFEss1o�A1 ENF✓ARc"A_
N.REVIspN(s( DESCRPTON
aPw oEscRIPTI ux
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DWG DATE -2111- SUPERSE Deo
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CIVFRA ON
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MPEDE NORMAL FLOWECRITERIA SPECIFIED HEREIN AND BE FREE OF IRREGULARITIES THAT W IN 2FT STEEL POST 2FT DEPTH
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SPEC
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INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH R CORDSBRINFO. MANAGEMENT (RIM) POLICY 10010R
REF. DWG(S)
PNG-6-446-0001008
PNG-6-446-0001009
WILLIAM K. GUALTIERI
09/21/2018
NORTH CAROLINAUS.FOR
SEAL 023464
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WKG AREA CODE 9335 "'"""'""""
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DWGDATE M1115 SUPERSEDED
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PROJECT NUMBER 1626546 MGRIO ECIx
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PIEDM CONFIDENTIAL DRAWINGRISK OF
O INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITHR CORDSBRINFO. MANAGEMENT(RIM) POLICY 10010
WILLIAM K. GUALTIERI
NORTH
NORTH CAROLINA
SEAL 023464
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STOKESDALE, NC
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PROJECT NUMBER 1626646Wdmont
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PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED -DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDM CONFIDENTIAL DRAWINGRISK OF
O INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITHR CORDSBRINFO. MANAGEMENT(RIM) POLICY 10010
WILLIAM K. GUALTIERI
NORTH
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SEAL 023464
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HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
HDD is a common method used to install underground utilities through heavily developed areas,
roadways, waterways, steep slopes, and environmentally sensitive areas to minimize the
surface disturbance that traditional open -cut trenching methods typically require. HDD
construction generally limits disturbances along project corridors which may result in a smaller
environmental footprint.
HDD operations have the potential to release drilling fluids into the surface and subsurface
environments through nearby utilities, unconsolidated sediments, fractured bedrock and faulting
or other local structural features. The drilling fluid typically will flow into the surrounding rock and
sand and travel toward the ground surface. The drilling fluid, a bentonite slurry (other additives
may be included as well), is used as a lubricant during the drilling of the bore hole, enabling the
rock and soil cuttings from the drilling process to be carried back to a containment bay at the
ground surface at the drilling site. It also builds a borehole mud cake or lining which can act as a
seal to prevent migration of fluids either into or out of the borehole and enhance the stability and
integrity of the bore hole. Bentonite is a non-toxic, naturally occurring clay commonly used for
agricultural purposes such as decreasing water loss in ponds and soils. Other common
additives include:
Additives Functions
Polymers
Aids in maintaining borehole integrity; control
of fluid loss; management of fluid viscosity;
cuttings encapsulation; viscosifier, friction
reduction and flocculant
Clay Inhibitors / Surfactants
Reduces swelling and sticking tendencies
during drilling operations and down time;
torque reduction
Drilling Detergents
Reduces surface tension and sticking
tendency of clay cuttings; aids in prevention of
bit balling and mud rings; torque reduction
Pyrophosphates
Dispersant; aids in thinning and reduction of
flocculation in the drilling fluid; aids with bit
balling
Soda Ash
Reduces hardness of make-up water; aids the
yielding process
Note that there is no hydraulic fracturing of shale for oil or gas production associated with this
method of directional drilling on the site. The HDD bores should be designed to provide
sufficient depth below water crossings and/or wetlands to reduce the risk of drilling fluid
releasing into such features.
While drilling, fluid seepage away from the borehole is most likely to occur near the bore entry
and exit points where the drill head is shallow; although seepage can occur in any location
along an HDD. This Horizontal Direction Drilling Contingency Plan (Plan) establishes
operational procedures and responsibilities for the prevention, containment, reporting and
cleanup of fluid loss incidents associated with an HDD project. Project drawings and
specifications also provide details of the HDD portion of the project.
The contractor responsible for the work must adhere to this Plan during the HDD process.
Although HDD Contingency Plans are not routinely reviewed or commented upon by regulatory
Page 1 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
agencies during project review and approval processes, such plans are often requested by
regulatory agencies when Inadvertent Releases (IRs) occur. Therefore, the Plan and IR reports
may come under regulatory review during regulatory visits, inspections or IR response actions.
The specific objectives of this plan are to:
1. Minimize the potential for a drilling fluid release associated with HDD activities;
2. Protect environmentally sensitive areas;
3. Provide for the timely detection of drilling fluid releases;
4. Ensure an organized, timely, and efficient response in the event of a release of
drilling fluid; and
5. Ensure appropriate notifications are made immediately to appropriate Duke Energy
project and environmental support staff. Duke Energy will be responsible for
notifications to appropriate regulatory agencies.
Pre -Construction Measures
Before any HDD commences, an environmental safety meeting will take place. This Plan will be
discussed, questions answered and any potential conflicts reconciled. The Site Supervisor shall
ensure a copy of this Plan is available (onsite) and accessible to all construction personnel. The
Site Supervisor shall ensure all workers are properly trained and familiar with the necessary
procedures for response to a drilling fluid release prior to commencement of drilling operations.
Other best -management measures are listed below:
1. Anticipated drilling fluid mixtures descriptions are to be provided during the project
review process, including all product Safety Data Sheets (SDSs) of commercial mud
mixes and additives. All such SDSs shall be maintained at the project site.
2. Appropriate HDD drilling fluid spill response items (See Appendix A) shall be kept
onsite and used if an IR of drilling fluid occurs.
3. Prior to construction, the work areas must be flagged and the environmental limits
defined (wetland boundaries, setbacks, etc.). Erosion and sediment controls will be
placed on downgradient sides of the drilling rig location and around the drilling fluid
containment bays as a preventative measure against drilling fluids leaving the drill rig
site. If the project has not necessitated the preparation of a formal Sediment &
Erosion Control Plan, Best Management Plan (BMP) details for appropriate controls
should be reviewed and considered from the Duke Energy Construction Stormwater
Planning Manual (April 2017; Document GDLP-ENV-EVS-00006). Additional details
regarding environmental sensitive areas and construction activities can be found in
this document.
Fluid Loss Response and Measures
The response of the field crew to a drilling fluid loss shall be immediate and in accordance with
procedures identified in this Plan. All appropriate emergency actions that do not pose additional
threats to sensitive resources will be taken, as follows:
1. Containment bays will be in place at both the drill entry and exit points to prevent
drilling fluid from leaving the drill rig site at the entry and exit points. Sufficient
freeboard (two (2) feet) shall be maintained in all containment bays. Silt fences,
Page 2 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
wattles, or other appropriate measures shall be placed along the downgradient
boundaries of the drill rig site.
2. The viscosity, pressure and volume of drilling fluids will be closely observed by the
drilling contractor during HDD activities to watch for indications of fluid loss or
developing borehole conditions that could increase the likelihood of an Inadvertent
Release.
3. Drilling operations will be halted by the drill rig operators immediately upon detection
of a loss of circulation, a drop in drilling pressure or any other indicator of fluid loss.
The loss of drilling fluid to the surface is typically greatest at shallow locations,
typically near the entry and exit points of the HDD.
4. Characterization and documentation of any inadvertent release shall begin
immediately. The Site Supervisor and Site Environmental Inspector shall be notified
immediately. Once IR identification occurs, the Site Supervisor shall immediately
notify Duke Energy Environmental support staff. Photographs, details of the release,
location, volume released, receiving stream characteristics and other important
information should be collected and reported immediately to the appropriate Duke
Energy Environmental staff. Containment efforts in accordance with this Plan shall
commence immediately but clean-up of drilling fluid IRs must wait until appropriate
consultation and concurrence from Duke Energy Environmental support staff.
5. In the event of a loss of drilling fluid, the Site Supervisor and Site Environmental
Inspector shall conduct an evaluation of the situation and direct recommended
mitigation actions, based on the following guidelines of the severity of the fluid loss:
a. If the loss of drilling fluid is minor, easily contained, has not reached the
surface and is not threatening environmentally sensitive areas, drilling
operations may resume after use of an approved leak stopping compound,
redirection of the bore or alteration of drilling techniques as applicable based
on site geological conditions and equipment or operator capabilities.
b. If drilling fluid reaches the land surface, the area will be isolated with silt fence,
wattles or similar measures to contain drilling fluid.
i. A containment or relief bay may be installed on high ground to keep
drilling fluid from reaching environmentally sensitive areas and
removal will begin by vac -truck or hand tools.
J. In areas that cannot be reached by a vac -truck for drilling fluid
removal, a tiered system of contained areas will relay drilling fluid to a
location accessible by a vac -truck and removed.
iii. If it is not possible to relay drilling fluid to a suitable location for
removal by a vac -truck, drilling contractor workers will use hand tools
and vacuums to remove the drilling fluid from contained areas.
iv. Any material coming into contact with drilling fluids shall be removed
to a depth where there are no visible signs of the spilled material,
contained and properly disposed of, as required by Duke Energy
policies. The drilling contractor shall be responsible for ensuring that
the drilling fluid material is either properly disposed of at an approved
Page 3 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
disposal facility or properly recycled in an approved manner.
Contractor must provide Duke Energy with documented proof of
disposal.
c. If drilling fluid reaches the surface in surface waters or wetlands, the following
actions will be initiated.
i. For low volume, low flowing streams, a coffer dam (or equivalent) for
containment will be installed downstream.
ii. Photographs, details of the release, location, volume released,
receiving stream characteristics and other important information
should be collected and reported immediately to the appropriate Duke
Energy Environmental staff.
iii. For higher volume, larger flowing streams, a coffer dam (or
equivalent) may be installed both upstream and downstream.
Consideration should be given to use of bypass pumping to ensure no
flooding or potential loss of containment.
iv. Removal of drilling fluid released to high -ground will begin by
appropriate equipment or hand tools immediately. If the fluid loss is
widespread, the Site Supervisor may discuss the use of a vac -truck
with Duke Energy Environmental staff.
v. Due to potential adverse environmental impacts, no released material
located within streams or wetlands shall be removed without prior
discussion with Duke Energy Environmental support staff.
vi. Duke Energy Environmental support staff will be responsible for any
regulatory notifications.
Response Close-out Procedures
When the IR has been contained and cleaned up, response closeout activities will be conducted
at the direction of the Site Supervisor and Site Environmental Inspector and shall include the
following:
1. The recovered drilling fluid will either be recycled or hauled to an approved facility for
disposal. Contractor shall provide Duke Energy Environmental support staff with
documented proof of disposal. No recovered drilling fluids or materials will be
discharged into streams, wetlands, storm drains or any other environmentally sensitive
areas;
2. All spilled drilling fluid excavation and clean-up high ground sites will be returned to pre -
project contours using clean fill, appropriate seeding activities, as necessary. Clean up
to areas within wetlands, streams or other sensitive environmental areas will be on a site
specific basis in consultation with Duke Energy Environmental support staff and
regulatory agencies, if appropriate; and
3. All containment measures (wattles, straw bales, silt fences, etc.) will not be removed
until the site is properly stabilized and such removal is authorized by Duke Energy
Environmental support staff.
Page 4 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
In addition to the HDD IR Documentation Form (See Appendix B) the Site Supervisor and Site
Environmental Inspector shall record narrative details of drilling fluid losses or IRs in their daily
log. The narratives shall include any notes or details regarding containment, characterization,
cleanup or stabilization activities not otherwise captured from the HDD IR Documentation Form.
Construction Re -start
For small releases which do not reach surface waters, wetlands or other environmentally
sensitive areas, drilling may continue if the release is promptly contained and cleaned up, and at
least one member of the clean-up crew remains at the drilling fluid loss location throughout the
remainder of the drilling of the bore.
For all other releases which impact environmentally sensitive areas, construction activities will
not restart without prior approval from Duke Energy Environmental staff. IRs into
environmentally sensitive areas will require at least one member of the clean-up crew to remain
at the drilling fluid loss location throughout the remainder of the drilling of the bore as well as
having one member track with, or slightly behind, the drilling head to observe any signs of
potential releases.
Bore Abandonment
Abandonment of the bore will only be considered when all efforts to control the drilling fluid loss
within the existing HDD have failed or borehole conditions have deteriorated to the extent that
completing the bore is infeasible. The borehole will be completely abandoned and a new
location determined. Any borehole abandonment locations will be documented and shown on
any as -built documents.
The following steps will be implemented during abandonment of the borehole:
1. Determine the new location for the HDD crossing.
2. Insert casing, as necessary to remove the pilot string.
3. Pump a thick grout plug into the borehole to securely seal the abandoned borehole.
Communications During an HDD Project
Communications for routine aspects of an HDD should be between the HDD Contractor Site
Supervisor and Duke Energy/Piedmont Project Manager. During IRs, the Duke Energy
Environmental Support staff should be incorporated into such dialogs for guidance and
concurrence on IR response actions. The Duke Energy Environmental Field Support staff will
provide IR details to the Duke Energy Water Subject Matter Expert (SME) for consultation and
determinations regarding regulatory notifications and response activities. The Duke Energy
Water SME will consult with appropriate Duke Energy management representatives regarding
verbal and/or written regulatory notifications and guidance for any response actions. Design
consultant should also be integrated into the activities to benefit from experience or educational
opportunities to improve or enhance HDD design or construction aspects.
Page 5 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
Appendix A - HDD Drilling Fluid Spill Response Items
Containment, response, and clean-up equipment will be readily available at the HDD site to
assure a timely response to IRs. Equipment may include, but is not limited to:
- shovels, push brooms, squeegees, trowels, pails and/or other appropriate hand tools
- hay or straw bales, wattles and wooden stakes
- silt fence, T -bar posts, post pounders
- plastic sheeting or geotextile fabric
- sediment/silt curtains, sand bags, absorbent booms or pads
- pumps with sufficient suction & lifting heads; control & check valves and leak -free hoses
- tanks for non -potable water and/or waste mixture storage
- extra radio, cellular phone(s), batteries, flashlights, lanterns
- wetland mats for worker foot -traffic into wetlands
- wetland mats for equipment
- earth moving equipment (backhoes, dozers, skid -steers, as appropriate)
- standby generator(s), light plant, lights and towers, electrical cords
- secondary containment for all on-site mobile equipment, fuel, lube or other chemical
storage containers
- vacuum truck (or on 24-hour call)
- boat with oars or outboard motor (or on 24-hour call)
- SDS sheets for all on-site materials
Page 6 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
Appendix B - HDD Inadvertent Release Documentation
Project Name/Number:
Location/Address (Narrative description if necessary,
project drawing #, station #, lat/long, GPS coordinates,
etc.): Include County of incident
Project type: Resource Center or Major Project?
Site Supervisor / Contractor / Cell Phone Number:
Reported By / Cell Phone Number:
Release Date (mm/dd/yyyy):
Release Time (hhmm):
Estimated Impacted Area (Dimensions - length, width
(ft) & depth (in.):
Characterization (fluid type) and Estimated Release
Volume (gallons)
Estimated Duration of Release (min.):
Potential or Actual Environmental Impacts (wetlands,
waterbody (stream name if known), drainageways, or
other areas within 100 feet of water):
Contained To Permitted ROW? (Yes/No)
Assessibility Requirements (4x4, equipment or worker
access mats, hose length, etc):
Proposed method of drilling fluid / waste recovery:
Proposed waste material storage or disposal plan:
Proposed disposal site for waste material:
Photo Documentation (provide pre -cleanup photos of
IR, upgradient, downgradient views, impact areas)
Page 7 July 12, 2018

Action ID Number: SAW -2018-00885 County: Guilford/Rockingham/Stokes
Permittee: Piedmont Natural Gas (Attn: Ned Dietrich)
Project Name: Piedmont Natural Gas / Line 446 / Belews Creek Pipeline
Date Verification Issued: 3/18/2019
Project Manager: David E. Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

ENERGY LAND & INFRASTRUCTURE
March 18, 2019
Mr. David Bailey, PWS
Regulatory Project Manager
U.S. Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
RE: REVISION PACKAGE
SAW -2018-00885
PIEDMONT NATURAL GAS, LINE 446 BELEWS CREEK GAS LINE PROJECT
GUILFORD, ROCKINGHAM, AND STOKES COUNTIES, NORTH CAROLINA
Dear Mr. Bailey:
Per your February 20, 2019 email, I am enclosing information on the project revisions. Sheets 79 —
82, 84, and 94 are attached. Additionally attached is the spreadsheet showing the stream and
wetland impacts.
The changes to the plans are:
• Sheet 79 — The alignment has been moved to the south and will impact stream 32 and
stream 34. The stream restoration plan has been shown on sheet 94. The revised stream
impacts are shown on the spreadsheet.
• Sheet 84 — The alignment has been moved to avoid impacts to Impact Site 19. The
spreadsheet has been revised to show no impacts to the stream and wetlands.
The Jordan Lake buffer details are also shown on sheet 94 for your reference.
If you have questions or need additional information please contact me at [phone] or by
email at [e-mail].
Sincerely,
ENERGY LAND & INFRASTRUCTURE, PLLC
Suzanke . Herron, P.E., CPESC
PE 040556
Enclosures
cc: Ms. Alicia DePalma, Environmental Siting and Licensing, Piedmont Natural Gas
Ms. Sue Homewood, NC DWR
1420 Donelson Pike, Suite A-12, Nashville, Tennessee 37217 www.eli-lic.com GIS.383.G300
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

Line 446 Wetland Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
* Roanoke River Basin
** Cape Fear River Basin
Total: 2,160
20,105
19,743
SF
SF
SF
0.05
0.46
0.45
Acres
Permanent Impact -
Acres
Area within
Area within
Permanent (P) or
ROW Conversion
Impact Site
Wetland ID
Lat
Long
Resource Type
Type of Impact
Notes
Temporary
Permanent
Temporary (T)
from Forested to
Easement (SF)
Easement (SF)
Non -forested (SF)
Wetland is within existing ROW.
Disturbed herbaceous assemblage
Non -Tidal
Open cut, dewatering
with a few scattered
Impact Site 1
W26 *
36.27710847
-80.04999838
T
2,160
362
0
Wetland
structure, temporary crossing
shrubs/saplings. Wetland continues
to northeast and eventually directly
abuts an intermittent tributary.
Open cut, dewatering
Impact Site 5
W27 *
36.26997357
-80.0177573
P, T
Non -Tidal
structure, temporary
Wet hardwood forest. Directly abuts
0
844
844
Wetland
crossing, access
Streams 22 and 23.
clearing/ROW conversion
Non -Tidal
M*
T
HDD Bore
0
0
0
Wetland
Impact Site 9
Wet hardwood forest. Small
Non -Tidal
depressional floodplain wetland.
W20 *
36.25833145
-79.97833151
T
HDD Bore
0
1,443
1,443
Wetland
Separated from Stream 17 by
distance of -25 feet.
Open cut, dewatering
Non -Tidal
structure, temporary
Wet hardwood forest. Directly
W12 *
36.25473915
-79.94785152
P, T
0
1,687
1,687
Wetland
crossing, access
abuts Stream 7.
clearin /ROW conversion
Non -Tidal
Access clearing/ROW
Wet hardwood forest. Directly
Impact Site 15
W10/11 **
36.25468143
-79.94759674
P
Wetland
conversion
abuts Stream 7.
0
172
172
Open cut, dewatering
Non -Tidal
structure, temporary
Wet hardwood forest. Directly
W9 **
36.25445242
-79.94741603
P, T
0
1,118
1,118
Wetland
crossing, access
abuts Stream 7.
clearing/ROW conversion
HDD Bore. Wetland in project
corridor is a wet hardwood forest
community. Wetland in existing
Non -Tidal
Impact Site 17
W6/7 **
36.25035371
-79.9367198
P
ROW conversion
ROW is a beaver pond consisting of
0
10,258
10,258
Wetland
open water and mixed
herbaceous/scrub-shrub vegetation.
Directly abuts Streams 3, 4, and 5.
Open cut, dewatering
Impact Site 18
W5 **
36.24824553
-79.93156634
P, T
Non -Tidal
structure, temporary
Wet hardwood forest. Directly
0
4,221
4,221
Wetland
crossing, access
abuts Stream 2.
clearing/ROW conversion
WX **
Avoid
Non -Tidal
0
0
0
Wetland
Impact Site 19
Non -Tidal
Wet hardwood forest. Directly
W1 **
36.23991632
-79.92456802
Avoid
0
0
0
Wetland
abuts Stream 1.
* Roanoke River Basin
** Cape Fear River Basin
Total: 2,160
20,105
19,743
SF
SF
SF
0.05
0.46
0.45
Acres
Acres
Acres
SF in Roanoke
3974 River Basin
0.09 Acres
SF in Cape Fear
15769 River Basin
0.36 Acres

Line 446 Stream Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
Revised 3-11-2019
* Roanoke River Basin
** Cape Fear River Basin
^ Subject to Jordan Lake 50 -foot buffer rule
Total: 0 1094.4
Feet Feet
Avg
Avg
Length Within
Length Within
Permanent (P)
Perennial (P) or
TOB
Bank
Temporary
Permanent
Impact Site
Stream ID
Stream Name
Lat
Long
or Temporary
Impacts
Notes
Intermittent (1)
Width
Height
Easement
Easement
(T)
(ft)
(ft)
(ft)
(ft)
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 3
S26
Belews Crk *
36.27514545
-80.03027276
T
P
15
5
temporary crossing
0
67.5
Unnamed Trib of
Impact Site 4
S21
Belews Crk *
36.27286359
-80.02200739
N/A
1
3
2
Bore - no impact
0
0
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 6
S25
Belews Crk *
36.26525844
-80.0097791
T
P
25
5
temporary crossing
Highly disturbed by cattle.
0
68.3
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 7
S20/S35
Belews Crk *
36.260359
-79.999276
T
P
15
7
temporary crossing
0
96.9
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 8
S19
Little Hogans Crk *
36.25866886
-79.98991995
T
P
14
7
temporary crossing
0
77
Unnamed Trib of
S16
*
36.25839645
-79.97866651
N/A
P
3
3
Bore - no impact
0
0
Impact Site 9
Hogans Crk
Unnamed Trib of
S17
Hogans Crk *
36.25832381
-79.97843172
N/A
P
6
6
Bore - no impact
0
0
Unnamed Trib of
Open cut, dewatering structure,
Upper reach in existing ROW is
Impact Site 10
S12
Hogans Crk *
36.25912529
-79.97224976
T
I/P
8
6
temporary crossing
intermittent. Lower reach in
0
126.3
forested area is perennial.
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 11
S13
Hogans Crk *
36.25896925
-79.96886502
T
P
12
2
temporary crossing
0
60.9
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 12
S14
Hogans Crk *
36.25897358
-79.96767842
T
1
7
4
temporary crossing
0
96.9
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 13
S33
Hogans Crk *
36.259739
-79.962679
T
P
20
8
temporary crossing
0
79.1
Unnamed Trib of
Open cut, dewatering structure,
Flows to S32 via Hwy 68 culvert.
S34
Hogans Crk *
36.261515
-79.955965
T
1
20
15
temporary crossing
Impacts to both sides of Hwy 68.
0
95
Impact Site 14
Unnamed Trib of
Open cut, dewatering structure,
S32
Hogans Crk *
36.261509
-79.954914
T
1
6
7
temporary crossing
Flows from culvert under Hwy 68.
0
78
Impact Site 20
S31
Unnamed Trib of
*
36.26179
-79.954757
N/A
P
9
5
No new impact
Existing culvert
0
0
Hogans Crk
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 15
S7/8 ^
Troublesome Crk **
36.25467754
-79.94766573
T
P
4
3
temporary crossing
0
91.9
Unnamed Trib of
Open cut, dewatering structure,
Impact Site 16
S6 ^
36.25223873
-79.94185597
T
P
6
4
0
96.2
Troublesome Crk **
temporary crossing
Unnamed Trib of
Upper reach in existing ROW is
S5
Troublesome Crk **
36.25057158
-79.93738176
N/A
1
7
3
Bore - no impact
impounded by beaver dam.
0
0
Impact Site 17
S4
Unnamed Trib of
79.93689481
-79.93712622
N/A
1
8
3
Bore - no impact
0
0
Troublesome Crk **
Upper reach in existing ROW is
S3 ^
Troublesome Crk **
36.25032582
-79.93689481
N/A
P
15
4
Bore - no impact
0
0
impounded by beaver dam.
Unnamed Trib of
Open cut, dewatering structure,
Culvert road crossing between
Impact Site 18
S2/S29 ^
Troublesome Crk **
36.24830449
-79.93197609
T
1
3
1
temporary crossing
S2a and S29a.
0
60.4
Unnamed Trib of Haw
Open cut, dewatering structure,
Culvert road crossing between
Impact Site 19
S1 ^
River **
36.24004255
-79.9247786
T
P
3
1
temporary crossing
S1 i and S1j.
0
0
* Roanoke River Basin
** Cape Fear River Basin
^ Subject to Jordan Lake 50 -foot buffer rule
Total: 0 1094.4
Feet Feet

LEGEND
CLEAR AND UB FULL PERMANENT EASEMENTED1
L21M
E EmP�Yt0N9�u�l�E� ®
DNEDKD� O
(USE HAND TOOLS WITHIN 10' OF STREAM).
) STREAM 32 CROSSING NOTES:
LO7o LIM—DI:,DAaNLDE -LUD-
—1-E — —
\ INSTALL SILT FENCE AS THE AREA IS CLEARED. 1. MATS WILL BE PLACED ACROSS THE STREAM TO CREATE WORKSPACE WHILE
INSTALL SLOPE BREAKERS/WATER BARS.
p s,L,F x E,NDD — sF L
F sILTF N EU T T p
F1 slLTso ��
F.71sILTEDID�TPUo,EODUN (1
THE BORE UNDER THE ROAD IS INSTALLED.
INSTALL AMERICAN EXCELSIOR CURLEX I
\ ET ENGINEER APPROVED EQUIVALENT 2. ONCE THE BORE IS COMPLETED, THE CROSSING UNDER THE STREAM WILL BE
/ CONSTRUCTED.
ANDAPPROVED SEED MIXTURE AS SOON AS
AND A
/ \
FlElsEU,MEDTNL,EA�D
\ \ POSSIBLE OR WITHIN 7 DAYS. ONCE THE
T—U,UraND—l- =_
/
\ PIPELINE IS INSTALLED, THE CURLEX AND GRASS 1/
SEED SHOULD BE RE-INSTALLED AS SOON AS \ \
sLO aANEA�
Q T11-ea .. ®
\ POSSIBLE \
\ / i / / 6RP,PHIC SCALE (IN FEET) -
TE,wTDEDDxaUU o
DU111—E1T %/
FIRST ROW OF SILT FENCE / o�
\ SHALL BE PLACED 15 FT FROM / I/
M KRNMENTIDE11IG
F7q coxC—TRUDu HOUT
TOP OF BANK OF STREAM ; 1 mon= on.
/.
o ­LE TD T©
TEDD. EosEn,EHT
99
STREAM 32 (INTERMITTENT) -
®
TEMPORARY IMPACT: OPEN
CUT FOR GAS LINE,
.1'.U'"BENE"T
DEWATERING STRUCTURE,
EQUIPMENT CROSSING/MAT
\
= CyED MEE )--(
\ `
SEE DETAIL 5 ON SF(EOT 9
\ ,'•\ \ - -,FOR STREAM 31L31 ' y e/-- _ - -_ -
"o
IESTORAT(ON PLA g95
-----------------
(PERENNNCL)
-- h' --- ( r E FSSING Y%iL D
v `--.,CULVERT ! ' / „ \\ E , — -. yp qb
' '„ C� O v
v---------------
v r ,� — CTC Gp = t ; "o l d' V -� / o
— I�'
\ �^� STREAM 3T TIC it
1
Q'/
g6 , s` I
)FLOW�Ii�
t S\ --' J✓4 \ ��Q `
''4 �e� - _, -
C
�sit
I 5�
740'TEMP
EASE ENT NO P
— / Y d / / \/ / I„ I \ f /
\ w J x �
\1 \\/ '
z
'� i `,,III\ /(ff I � JGI \� 'y�O-----'� )tROPGS ✓/
---�, STREAMS 34 �'/f �A VA A V �, �ir� ,f I v pv
(IATFRMITT(ENT) F �I,1 v IE CESS KILIAFSF I
TEMPORARY IMPACT: OPEN,/ p'1 \ ` Zf4 (R E Td \ \ �\ \ >< - --' O ' o` + O --
\\` 3
CUT_FOR GAS LINE, / '1`1 - 7L \ \\ _\\\ \ O o _
DEWATPRIN(a STRUCTURE,; 5) \ \\\ \ \ \, /—\ N
EQUIPI)IrENT CROSSING/MA�' / � Q � - _ -- _ v �► p1 I ��y,'SB
''`
PLACE ENT / ='} per, °°o S° A\ _ 1 vv �, V eq �p�reO
M
–
,
4 —_ \,
EE \ - --
`\\ m `` \`\ �s -`oe
ES / 9 y `bey g4,, \ ` _, _ - -------moi, _---- - _------ _ -925 , -
CHIN H \ '--,rte -- / --_-- \'
/ \ -. _ J t PA�TSITE-`4: ,, y- '- _ _ ----_---/ \ _ °z
tax! ,
ST' 3 00
, I -------------- - a
AT M 34 I ` \ -------- --------'
$`l 5 \ \\'!S'rRE�iM4 '
RE_ ----------'" t4 ," --a'lI
\ \
\ \ ---- ----- MPAGT'------- 1-------
- N 4 _ -_-
030
° -� r \\
I' \\�
\',', `\�/�✓\\ ____. M'Igyr. �\\�1
3, � 1111 \ I I'1 I I �`- /'/, �'/ �\\\x,11 __ 945 I ® \\\I`\I I/ I \ 'pt �
apG
oxo � s\\1;4
\�\
ft
-00
\I , /
1 \ \ / / ' \ 7/ 1 //'•-/ / / /
III`
, N60'S0 "49'W' \ / i' , //
,
//V
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATETO INSURE THERE IS NO RISK OF
REF. DWG(S)
PNG-G-446-0001008
N C?RO4 ,
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
`=OQ°�FESS 10 9'
°
4 -
NO DATE
REVISION(S) DESCRIPTION BY
CHK
APPD
DESCRIPTION
APPROVALS
�yy�p�
' ■ ledmat
'Natural
LINE 446 - B E L E W S CREEK PIPELINE
EROSION CONTROL PLAN
SHEET 79 OF 94 DWG SCALE: AS SHOWN
0 09121/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGN4TURE/INITIPLS
REGIONAL
ENGINEER
DWG DATE 03/06/19 SUPERCEDED
1 10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
2 02101/19
EPSC REVISIONS AND ROUTE REVISIONS KRR
CPD
WKG
PROJECT NUMBER
1626546
Dn TE
R+Tuae`lan'us
SIG—RE
DRAWING NUMBER
REVISION
��/��
MI6/`F"
Gas
%`/°•NC INET.°IY\;
••....°�*�.
„ KEITH
MGR TECH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
f
PNG- C -446- 0001074
3
3 03100/19
EPSC REVISIONS KRR
CPD
MG
DRAWING BY
CPD
CHECKED BY
CPD
OATE
03/06/2019
SIGN4TUREIN.- WKG
I . � 'e � �_�
W'\ \ v
PRINCIPAL
ENGINEER
" loll IIIII,I" ,
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

LEGEND
o A E
o
/
1IN—
I-EIs
F.71 SILTS—INLETI—N
EDa
-----------_"
0/
_
I
/
\ _
I I
-
F
Q T11-eaEnl�a ®
.E,w T ICIIUU o
//
p`I °/' /
____, -____� - ,-
_--_-_ --- �\
\ i ------
vv - --_-__,WETLAND 12A PERMANHti T
WE 71LAND110/11 i GRAP/IC SCALE (IN FEET)
; PERMANENT EASEMENT, ° r
' PERMANENT IMPACT:1RW
----- --__"_ \\
UU11-111,
EAMNEMSEEUIUU
/
\ `-'-' _ \ EASEMENT TEMPORARY\
CONV/ERS16NOFWETLAND-FROI�II finch 100 a.
\\
UUMs .AU°kw�xUU. ❑
wM e E ro ©
— l
IMPACT: OPEN -CUT FOR GAS \
—\ LINE DEWATERING
FORSTED TO NON -FORESTED.
.M.IM,
I" ENT
>•Haaucx wEnnrv°
__ _
STRUCTU ,EQUIPMENT
\\\ �\
_, ;
=c M ET'lN`c
,_- C�tQSSING/MAT PLACEMENT.
WETLAND 9A -PERMANENT
\VA
® Hr,AEa°N 10N —
3 \\CWD\
vv__.
'---'" A3 -__ - "------ WETLANP 12B PERMANENT--_ \
� \\ \\
; EASEMENT TEMppRARY
/ IMPACT: OPEN CUT FOR GAS
" -`- \\\
------\\\
\
EASEMENT PERMANENT
--------------- ---- 19 '--- \ 'fMPACTe ROW CONVERSION
/ LINE, DEWATERING '/
/ STRUCTURE, EQUIPMENT
__
'-0F WETLAND- ROM FORESTED---, --,
TO NOWFORESTED. \
CROSSING/MArPLACEMENT. s,
---" -'--,`
--------
------ ORAR
INSTALWA ER \
__ \
-- --
WETLAND 9B PERMANENT ,.= _
"STQRM NCE
g
,
\ WETLAND 14—
EASEMENT PERMANENT .-'' _ - ---'
IMPACT: ROW CONVERSION OF,-' +1
TEMP
CONVEYA /
-- '
o
\ NO IMPACT \
a A,
® FIRST ROW OF --------------
y g __WETLAND 15 _„� /\ \ EILT FENCE SHALL
JNETLAND`FROM FORESTED TO'-, 65'
NON-FORESTED.-��-EASEMENT
' 40'TEMP
� ;EASEMENT
', ----
O
\
NO IMPACT,- " \\ BE PLACED 15 FT
i
_—
i V A \ FROM TO IF
BANK OF SiNEAM - --------------
. \ ---- o
_
p
IM PA C A , - �-- '��p4' ��w — -` se -� SWC\--
' S O — ---- -
_
/ \i ,'' .-' DSA +
- - , WEIELAN FI
---------- �0 . -_ ---' -" WE�TiAND
D W�
'' / � \ 3 � TLAND 10/11 WE1'JJ►N -
,- ---�
4��;:::: _ ��
# F
��
WETLAND 12A ) _
I _ e� CD
NO 12B
EXI
CULVERT � s�
��'"
- \ \ -- _
�\ ------ --'" I�s - SB
_60' PROPOSED-
\ _ f�ERMANENT�
dl'
374+00-�WF,TL-AWD8/13
"---' --_
SB I —��
,✓111_--_--
d IMP
ON SHEET 94
_� �� r
\ / +00
73
V—
+
O ST/tEAM BUFFER SE-,F,rDETAIL`'I _ ®-
FZONES
_ -----------------
_ �-
-,--
\ NO IMPACT o o _
STREAMS p o + �'
+
NOIMPACTo O `\
I�SB \ a— a+o � � F �I I
_ _ _- ------------------
/ ---- -------'----,
__—`�—--10PENCUT FOR GAS'LINE,.-'" '------
--------- - ----
\\\
Lam— J
��
DUDE ENERGY
p +
A O to oto= —� —� 5720 —-------
t� /
00+��� _ �� ri
+`
4= --- - - $F ----------
DEV'IATERING STFfUCT1lRE, ---
: i /EQUIPMENT CROSSMIG/MAT"
_ ',PLACEMENT,'
/---
ROW;270'
--- .- �X� //
----- -- 1
_ M WETLAND 76 CD _-""- ---
------- - - - _
—,
`—
________--
0"
---_+_---
--- - __
-- -- o� '� /
NT EASEMENT \\
CL'EAR AND GrtU�f�1L4 PERMANE __
SEHANDT�01jsWITHIN/10'OF§TREANI�SAND
----"-
_
-- —
CX `BB �koQ�
I
T LL SILT FENCE'AS THE AREA
WETLAND4ANSI /ly
1 \
�4
c
------- \ �j /\ \
IS CLE� �> IN ALL' MATS BETWEEN
ST TIONS; 76+bD'AI�D 3 9+00 AI;�D APPROVED \ '�
WETLAND �E ED �WIII�TU AND STRAW AS SOdN \I ;
-'----------------------- '
I`
_\
i
,'—"" ; "'""
AS POSSIBLE) ONCE, THE PIPELINE IS \
4NSTA `LED,TWE WETLAND MIX,1`GRASS SEED
, "- --
i
\ --_'_-----'' ✓
I
� !►N D'STRAWSHOULd BE RE -INSTALLED AS
- -- '
SOON ASPQ$SIBLE.1
I I
_
I I
J
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
REF. DWG(S)
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
PNG-G-446-0001009
`=OQ°�FESS 10 9'
° -
NO
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
' ' F%dmoM
LINE 446 — B E L E W S CREEK PIPELINE
EROSION CONTROL PLAN
SHEET $0 OF 9¢ DWG SCALE: AS SHOWN
0 09121/18
ISSUED FOR CONSTRUCTION JKC
CPD
WKG
AREA CODE
9335
E
SIGNATURE
REGIONAL
ENGINEER
DWG DATE 03/06/19 SUPERCEDED
1 10/02118
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
WKG
ACCOUNT NUMBER
0107000
2
02101/19
EPSC REVISIONS AND ROUTE REVISIONS
KRR
CPD
WKG
PROJECT NUMBER
1626546
Te
NATURE/wnlus
DRAWING NUMBER
REVISION
��/��
6/`1G F"
MI4
Natural Gas
I
.......*,�
„KEITH
MGR TECH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS
CORP.
STOKESDALE NC
f
PNG-C-446- 0001075
3 03106/19
EPSC REVISIONS KRR
CPD
MG
DRAWING BY
CPD
CHECKED BY
CPD
°ATE
03/06/2019
sICNATURE/wmus WKG
I . � 'e � �_�(�
W'\�v
PRINCIPAL
ENGINEER
” II 11111,11" ,
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER REIDSVILLE
APPROVED BY
PING -DISCIPLINE -RESOURCE CENTER -NUMBER

LEGEND
\\
A A
o TEMPO -CON -10 EN-®
.— p
Os.TSOF nR—E
\ \
\ \
\\\
r
\ \ END OF EXISTING
GRAVEL ACCESS ROAD
\
--LOD-
sF�
\\
\�
E-1 sIrFRKEN —
sl,vrosIT­ 0
177 1
® s�rs°ex xlEra"mEcn°ry n
I
\
(\
GRAP IC SCALE
M (N FEETI'
n am
\ /
F rN PoF FrN F°�N
® rowFnrzvvrEnnx°cFossxc
\\
1 nch-100ft.
,
4
\
WW
r"Ex°"eaEA.F
Qrwvwvavraexcx Rua o
cuuaauce"Exr ��
W
W
A
NO
W m
W a
♦ c°"°� *""°kw�"°"r ❑
w a+o
W ao
M
AA
I
\ VAY' _-------
% °�
'� I A
CONTRACTOR TO
PER ,I RDQN'LAKE /
/ BUFFER RALE. ZONE 1:
®
Z
, H
� warneRr°ter ®
Z
VA
V AA I
\ \
.IMPROVE AS _
/
/ 30' FROM STREAM BANK, / ,
V
rRwPoFaF. E�EME"r
"°°°"wEr "°
ERG"EN EasE"R ®
i1AN0
R
Z �
U H
H
VA I
\ `��'
VA VAS I �
N m
I
NECESSARY FOR
USE BY VEHICLES
AND EQUIPMENT
090 ,
ZONE 2:.,50' FROM I
STRE M BANK
F
Q
�-
I
® °�"wA,Ea°N-°" —°w°—
® �N��cE Nw.EF
�
VA.
I
—� VA I ,
VA
_,
I STREAM 6 VA4a A
(PERENNIAL)
OPEN CUT F§R GAS LINE,\ \
, -- -_
� � STREAI�14
(INTERMITTENT)
\\\ I
DEWATERING STRUCTURE, \\
\
\ — -_- -
HDD BORE /
m NO IMPAC
----_-----/
AA
EQUIPMENT CROSSING/MAT
PLACEMENT � SS �Lo V----�
\�VA
WETLAND 6/7
-----
PERMANENT EASEMENT
PERMANENT IMPACT: ROW
CONVERSION
EXIASRT�G
�v
\
�\
FROM FORESTED
-HOD TO NON -FORE STED ,
VA .%��p�o�+.-
TEMPORARY
_♦♦♦♦♦4'''D
�ACCESS RO D
INSTALL TEMPORARY
�
\ INSTALL TEMPORARY
_ EXIIT
f — STREAM 3
ATER V
NCE
STORMWATER \\ REFER TO DETAIL
(
\4 ON SHEET 5
CONVEYANCE6WTEMP
ATER
)l1�
CONVESTORMYIANCE 60'PROP®
(STREAM) /(PERENNIAL)
—aa, —�
a �cW�M
INTERMITTENT
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AREA CODE
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SIGNATURE/INITIPLS
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DWG DATE 03/06/19 SUPERCEDED
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02101/19
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f
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3
CHECKED BY
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DATE
SIGNATURE,DIRIALS WKG
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03/06/2019
W \'\
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1626546
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, PNG-C-446- 0001077 3
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PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

LEGEND
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REF. DWG(S)
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
,04 -
NO DATE
REVISION(S) DESCRIPTION BY
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SIGN4TURE/INITIPLS
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ENGINEER
DWG DATE 03/06/19 SUPERCEDED
1 10/02/18
ISSUED FOR CONSTRUCTION REVISION JKC
CPD
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ACCOUNT NUMBER
0107000
2 02/01/19
EPSC REVISIONS AND ROUTE REVISIONS KRR
CPD
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PROJECT NUMBER
1626546
TE
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MGR TECH
DRAWING NUMBER
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- �
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2 02/01/19
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DATE 021D112010
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SHEET 4 OF 4
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SHEET 94 OF 94 DWG SCALE: AS SHOWN
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ACCOUNT NUMBER
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2 02/01/19
EPSC REVISIONS AND ROUTE REVISIONS KRR
CPD
WKG
PROJECT NUMBER
1626546
6
SIGNATURE,NITMLS
MGR TECH
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DATE
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