20191702 Ver 1_Haw River NC DEQ Response_03-09-2020_20200310

Strickland, Bev
From: George Junkin <[e-mail]>
Sent: Tuesday, March 10, 2020 1:41 PM
To: Homewood, Sue
Cc: Mike Vietor; [e-mail]
Subject: Re: [External] Request for Additional Information: Cardinal Pipeline Stabilization of UT
to Haw River, Rockingham Co., NC; SAW-2020-00087
Attachments: Haw River NC DEQ Response_03-09-2020.pdf
Follow Up Flag: Flag for follow up
Flag Status: Flagged
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Sue,
Per your comments below and your conversation with Natalie in my office, please see attached letter and
supporting documents addressing your concerns.
Please let me know if you have any questions.
Thank you,
George
On Mon, Feb 17, 2020 at 4:04 PM Homewood, Sue <sue.homewoodgncdenr.gov> wrote:
Hello Mr. Junkin and Mr. Vietor,
I wanted to be sure we were all on the same page with this application. Thank you for your prompt submittal
of the application fee as requested.
I am still awaiting the additional information regarding the Jordan Buffer Regulations I noted in my email
below, as well as your response to David's questions/comments. The application is considered "on hold" until
receipt of the requested information. Thank you.
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
i

336 813 1863 mobile
[e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
IX, t
x L., 0 y f F fxx
From: Homewood, Sue
Sent: Monday, January 13, 2020 3:23 PM
To: George Junkin<george(cr�,americanlandconcepts.com>; Mike Vietor <[e-mail]>
Cc: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Subject: RE: [External] Request for Additional Information: Cardinal Pipeline Stabilization of UT to Haw
River, Rockingham Co., NC; SAW-2020-00087
Gentlemen,
Per threshold item d) of 401 General Water Quality Certification 94139, this project will be required to receive
written authorization from the Division of Water Resources and therefore will require an application review
fee. You will receive an email with payment requirement/details.
In addition, this project is subject to the Jordan Lake Riparian Buffer regulations and therefore will require a
buffer authorization, please update the PCN form and plan sheets accordingly. In order to review the buffer
impacts please provide plan sheets which clearly show the existing Jordan Lake Riparian Buffer (50 feet from
the top of bank) that is outside of the maintenance corridor, and the proposed 50 foot buffer for the new stream
alignment. Please provide a permanent buffer restoration plan, including a monitoring plan, for any areas
outside of the ROW. Please note that the relocation of the stream will create new buffers which will impact
the adjacent landowner. The adjacent landowner should be made aware of future restrictions within the new
protected buffer.
Please copy me on your response to David's request below.
Thank you,

Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
[e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
.. x... J €.... x..,
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Monday, January 13, 2020 2:39 PM
To: George Junkin<george(cr�,americanlandconcepts.com>; Mike Vietor <[e-mail]>
Cc: Homewood, Sue <sue.homewood(cr�,ncdenr.goy>
Subject: [External] Request for Additional Information: Cardinal Pipeline Stabilization of UT to Haw River,
Rockingham Co., NC; SAW-2020-00087
F-9""' External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
report. spamnnc. gov
Messrs. Junkin and Vietor,
Thank you for your PCN and attached information, dated and received 12/11/2019, for the above referenced
project. I have reviewed the information and need clarification before proceeding with verifying the use of
Nationwide Permit 13 (http://saw-reg.usace.army. mil/NWP2017/2017NWPI3.pdf [saw-reg.usace.army. mill).
Please submit the requested information below (via e-mail is fine) within 30 days of receipt of this
Notification, otherwise we may deny verification of the use of the Nationwide Permit or consider your
application withdrawn and close the file:
1. The purpose of the project as proposed is to protect/maintain an existing pipeline, rather than to control
or prevent erosion. Otherwise, avoidance and minimization would point toward stabilizing the stream
channel in place rather than relocation. As such the project is not a good fit for NWP 13. Rather, the
project is a better fit to use NWP 39;
2. Please provide a profile view along the centerline of the proposed channel relocation;
3. Please note that, at such point that the a NWP verification is processed, Special Conditions would be
included requiring photo monitoring for at least 3 years post construction.

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: [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/Vp=136:4:0 [corpsmapumsace.army. mil]
Thank you for taking the time to visit this site and complete the survey.

.AiE
AMERICAN LAND CONCEPTS
March 9, 2020
PROVIQING
EwRONMENTAI
Ms. Sue Homewood
Division of Water Resources
SERVICES ro
Winston Salem Regional Office
Lv4cowNERs
Department of Environmental Quality
QEVEI-❑1'ERS
W. Hames Mill Road, Suite 300
AND INDUSTRY450
Winston Salem, North Carolina 27105
RE: Cardinal Pipeline Stabilization of UT to Haw River
SAW-2020-00087
Rockingham County, NC
Dear Ms. Homewood,
Pursuant to your email dated 01-13-2020, American Land Concepts (ALC) has
addressed the following to your questions/concerns.
1. Payment has been provided.
2. An updated PCN form is enclosed that includes a buffer authorization.
3. The plan has been revised to show the existing and proposed Jordan Lake
Buffer, and the buffer impacts associated with the proposed work.
4. A Buffer Restoration plan and Notes sheets have been added to the conceptual
plan. The restoration show post construction temporary and permanent
seeding in all disturbed areas outside of the stream channel, and planting
woody vegetation in disturbed areas, outside of the maintained ROW.
5. The Notes sheet has planting requirements and requirements for monitoring
the buffer for 5 years.
6. Per our conversation, we are working on getting documentation from the
landowner understanding that the proposed project will increase the
protected riparian buffer on their property. Once received, we will forward
to you asap.
236 13 MAIN STUCT
RusnRsrowN MARYLAND 21136
PHONE [phone]
fAX [phone]

Cardinal Pipeline Stabilization of UT to Haw River March 9, 2020
SAW-2020-00087 Page 2
7. We will restore the riparian buffer within the limit of disturbance by planting
0.15 acres immediately adjacent to the stream channel that is outside of the
ROW with woody vegetation. A planting plan has been added to the
Conceptual Plan as well as a notes page detailing temporary and permanent
stabilization, BMPs, planting, and monitoring.
If you have any additional question or concerns, please do not hesitate to call.
Sincerely,
Geor e M./Dunkin
President
Enclosure
CC: David E. Baily, USACE
Mike Vietor, Williams
GMJ/nss

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Stream Stabilization of Unnamed Trib to Haw River at Cardinal Pipeline
2b.
County:
Rockingham
2c.
Nearest municipality / town:
Reidsville
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
William C and Patti L Thelen
3b.
Deed Book and Page No.
1474/2042
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
680 Waynick Road
3e.
City, state, zip:
Reidsville, NC 27320-9586
3f.
Telephone no.:
315.263.1785
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: ROW Leasee
4b.
Name:
Mike Vietor
4c.
Business name
(if applicable):
Cardinal Operating Company, LLC
4d.
Street address:
4300 NC HWY 65
4e. City, state, zip:
Reidsville, North Carolina 27320
4f.
Telephone no.:
336.361.3029
4g.
Fax no.:
336.361.3027
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
George M. Junkin
5b.
Business name
(if applicable):
American Land Concepts, Inc.
5c.
Street address:
238B Main Street
5d. City, state, zip:
Reisterstown, Maryland 21209
5e. Telephone no.:
410.526.2688
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
134211
Latitude: 36.261470 Longitude: -
1 b. Site coordinates (in decimal degrees):
79.769165
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
17.73 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Unnamed Tributary to Haw River
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS-V, NSW
2c. River basin: map is available at
Cape Fear/HUC 030300020204
http://h2o.enr.state.nc.us/admin/maps/
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is within the Cardinal Pipeline ROW. Erosive conditions have pushed the stream west causing an approximately
110 linear foot section of pipeline to be exposed. The gas mainline is currently maintaining the current stream alignment.
3b. List the total estimated acreage of all existing wetlands on the property:
0 acres -- Review area has been limited to the within and immediately adjacent to the ROW, and the site access.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: The tributary is
estimated to be 1,430 linear feet on the property — However, review area has been limited to the within and immediately
adjacent to the ROW, and the site access. This estimated measurement is from aerial and GIS information
3d. Explain the purpose of the proposed project:
To stabilize the erosive stream conditions and provide cover over the exposed pipeline.
3e. Describe the overall project in detail, including the type of equipment to be used:
To stabilize the stream and protect the integrity of the pipeline, the proposed construction will realign the channel back to
preexisting conditions prior to installation of the pipeline. The stream banks will be armored to maintain the channel and
minimize erosive conditions. In addition, a grade controlling device will be constructed at the upstream limits and a 3 step
pool drop structure will be constructed downstream at the ROW limits to maintain the stream invert and dissipate the water
velocity. The step pool structure will create a natural riffle -pool scenario providing habitat to species.
The upstream structure will be at an elevation of approximately 721'. The 3 step pool structure will constructed approximately
120 feet downstream. The top of the structure will be at approximately 720' and the drops will be 1 foot to tie the invert back
to the existing stream invert. The pool will be approximately 1.5 FT deep and 15 FT in length.
Armor Stone will be utilized for step pool and bank armoring construction. Armor Stone will be 500-2,000 Ibs in size. The
step pool structures will be constructed to maintain a low flow channel, and restore the stream to pre-existing conditions when
the gas mainline was installed. Excavated material will be used to fill the existing channel as shown on these plans and
seeded with native grasses. Stream banks will be graded to a 2:1 slope. Access to the stream will be via an existing dirt road
from the property 680 Waynick Road previously used for logging. No trees will be removed to construct the stream
restoration and Armor Stone will be installed as it is delivered to avoid removing trees for a stockpile area.
A 360C caterpillar excavator or similar will be used to construct the project.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
ElYes ❑ No ® Unknown
4b.
If the Corps made the jurisdictional determination, what type of
determination was made?
El Preliminary El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or
State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non-404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ® P ❑ T
Stabilization
Trib to Haw River
® PER
❑ INT
® Corps
❑ DWQ
10
245
S2 ❑ P ®T
Stream Diversion
Trib to Haw River
® PER
❑ INT
® Corps
❑ DWQ
9
80
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
325
3i. Comments:
Page 5 of 12

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
— Permanent (P)
or Temporary
T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 12

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar -Pamlico ®Other: Jordon Lake
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
Stream
® Yes
131 ®P ❑ T
stabilization/
Unnamed Trib to Haw River
❑ No
1,940
0
relocation
Stream
® Yes
B2 ❑ P ®T
stabilization
Unnamed Trib to Haw River
❑ No
4,315
1,985
construction
B3 ❑P❑T
❑Yes
❑ No
6h. Total buffer impacts
6,255
1985
6i. Comments: The majority of the impacted buffer is currently not forested. Buffers will shift east with relocated stream
alignment. All areas outside of the ROW will be planted and ROW will be seeded with a native herbaceous seed mixture.
Page 7 of 12

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Since the pipeline is an existing infrastructure, impacts could not be avoided. The current stream morphology is flowing
directly over 110+/- linear feet of exposed pipeline. Impacts have been limited to the greatest extent practical to provide
protection to the exposed pipeline. Step pools were limited in length without jeopardizing the goal of mimicking a natural
riffle -pool scenario and tying the stream back to the existing invert and the project was designed around the existing tree
line.
b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The proposed stream restoration allowed for the erosive conditions to be stabilized, provide adequate coverage over the
pipeline, and minimize future stream migration. The construction of the project will be limited to within and immediately
adjacent to the ROW. Step pool structures will be constructed from within the proposed stream channel to avoid impacts
to the tree canopy. In addition, materials will be used as delivered to the site to avoid additional impacts to stockpile
materials onsite.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c.
If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type
Quantity
3c.
Comments: Once plan is approved and final impacts are determined, we will proceed with purchasing credits at a
Mitigation
Bank.
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
Zone 2
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ®No
Comments: There will be no change to impervious surface.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0 %
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: Stream stabilization project and there will
be no change to impervious surfaces.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS iPaC system
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH Mapper
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
NC HPO GIS and National Register of Historic Places
8. Flood Zone Designation (Corps Requirement)
8a.
Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ® No
8b.
If yes, explain how project meets FEMA requirements:
8c.
What source(s) did you use to make the floodplain determination? FEMA Flood Map Service
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 12 of 12

Site Location:
CONCEPTUAL STREAM STABILIZATION
CARDINAL GAS PIPELINES
AT THE TRIBUTARY TO HAW RIVER
ROCKINGHAM COUNTY, NORTH CAROLINA
NOVEMBER 2019, REVISED FEBRUARY 2020
C
G LLENT RD
Mid
3
5— J
1 o op
�4uc*
J
Topographic Map Scale: 1 "=3,000'
AMERICAN LAND CONCEPTS
238 B MAIN STREET
REISTERSTOWN, MARYLAND 21136
PHONE: [phone]
INDEX
Sheet 1
Sheet 2
Sheet 3
Sheet 4
Sheet 5
Sheet 6
Sheet 7
Title Sheet
Existing Conditions
Proposed Stream Stabilization Plan
Cross -Sectional Views and Sequence of Construction
Proposed Stream Profile
Buffer Restoration Plan
Notes
Prepared For:
Cardinal Operating Company, LLC
4300 NC HWY 65
Reidsville, North Carolina 27320
Sheet 1 of 4

I ROW /
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Existing
Riparia
Buffer
PLAN VIEW SCALE: i "=30'
t
9
1
N
1
0,
AMERICAN LAND CONCEPTS
238 B MAIN STREET
REISTERSTOWN, MARYLAND 21136
PHONE: [phone]
o-
/ �\ \
/ �� \
II \\
1 Existing Top of
Stream Bank
N,
Existing Conditions
Conceptual Stream Stabilization
Cardinal Gas Pipeline
at the Tributary to Haw River
Rockingham County, North Carolina
November 2019, revised February 2020
uenerai LocaVon iviap:
r
�1
o ;
Location
�bq Haw River
EXISTING' Vicinity Map Scale: 1 "=5,000'
The Site is located approximately 8.5 miles southwest of Reidsville in Rockingham
County, North Carolina, on the Cardinal Gas Pipeline Right -Of -Way (ROW). One (1)
natural gas pipelines run the length of the ROW and the ROW is routinely maintained.
A Tributary to Haw River runs relatively south within and adjacent to the ROW to the
confluence with another tributary. The stream has been migrating west within the ROW
resulting in approximately 110 linear feet of pipeline exposed where the stream flows on
and parallel to the pipeline. The stream migration has also caused erosive conditions
with steep banks. The Gas Mainline is currently maintaining the current stream
alignment.
PHOTOGRAPHS:
View of exposed pipeline at the upper
end of the stream reach.
View of erosive stream banks adjacent
to the ROW.
*Conceptual plans for permitting purposes only.
**Elevations are based on assumed datum and have been approximated from a cursory field investigation.
View of exposed pipeline looking
upstream.
Aerial view of exposed pipeline.
Prepared For:
Cardinal Operating Company, LLC
4300 NC HWY 65
Reidsville, North Carolina 27320
Sheet 2 of 7

I I I I ROW Proposed
1 4
Conceptual Stream Stabilization
Cardinal Gas Pipeline
at the Tributa to Haw River
\ I II
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I II \ II
I I III I IIII IN
I IIII III`\ \I\
I 1
I Propose
I Riparia
Buffer
PLAN VIEW SCALE: 1 °=30'
AMERICAN LAND CONCEPTS
238 B MAIN STREET
REISTERSTOWN, MARYLAND 21136
PHONE: [phone]
ar \ Rockingham County, North Carolina
i November 2019, revised February 2020
d ` r'6q Haw River
.r� ` Vicinity Map Scale: 1'=5,000'
r PROPOSED:
Proposed Top of p integrity pipeline,proposed To stabilize the stream and protect the inte ri of the the construction
Strea m Bank will realign the channel back to preexisting conditions prior to installation of the pipeline.
The stream banks will be armored to maintain the channel and minimize erosive
conditions. In addition, a grade controlling device will be constructed at the upstream
r'. limits and a 2 step pool drop structure will be constructed downstream at the ROW limits
+ to maintain the stream invert and dissipate the water velocity. The step pool structure
0
.d
will create a natural riffle -pool scenario providing habitat to species.
..' d
41 The upstream structure will be at an elevation of approximately 721'. The 2 step pool
... ' . structure will constructed approximately 120 feet downstream. The top of the structure
/...... ....... < will be at approximately 720' and the drops will be 1 foot to tie the invert back to the
existing stream invert. The pool will be approximately 1.5 FT deep and 15 FT in length.
�%.*.*.*.*.*....'.'.. + +'+' `O\ Armor Stone will be utilized for step pool and bank armoring construction. Armor Stone
• •.. y .. y
::::... `�d
.*;, will be 500-2,000 lbs in size. The step pool structures will be constructed to maintain a
�*+ ...+.+.+.+.+.+/fir.... low flow channel, and restore the stream to pre-existing conditions when the gas mainline
1'.s:.''.'..+..wasinstalled. Excavated material ill be used to the existing channelas shown n
y1y
. these plans and seeded with native grasses. Stream banks will be graded to a 2:1 slope.
a#:. Access to the stream will be via an existing dirt road from the property 680 Waynick
Road previously used for logging. No trees will be removed to construct the stream
\ restoration and Armor Stone will be installed as it is delivered to avoid removing trees for
°+\ . a stockpile area.
IN.�P yry
IMPACTS:
The proposed activities will permanently impact approximately 245
% 2,\ LF of perennial stream resulting in approximately 47.5 CY of fill placed below the plane
°'\ of OHW to complete the proposed activities. An additional 80 LF of stream will be
.r P° temporarily impacted to construct the restoration. The proposed activities will also
�n> \ permanently impact 1,940 SF and temporarily impact 4,315 SF within zone 1 of Jordan
Lake Riparian Buffer outside of the ROW, and temporarily impact 1,985 SF within zone
2 of the Jordan Lake Riparian Buffer.
0' 30' 60' 120'
Prepared For:
Cardinal Operating Company, LLC
*Conceptual plans for permitting purposes only. 4300 NC HWY 65
Reidsville, North Carolina 27320
"Elevations are based on assumed datum and have been approximated from a cursory field investigation. Sheet 3 of 7

CROSS-SECTION ELEVATION
SC
ALAL
�E
,
: HORIZ: I "= 10', VERT: I "= 10
/ �.�
Cross -Sectional View and Sequence of Construction
Conceptual Stream Stabilization
Cardinal Gas Pipeline
at the Tributary to Haw River
730'
xistin_ca Propose-
728'
5trearr
Invert
5treari
Inver
726'
724'
722'
Now
720'
7 18'
xpos
d Gas
Ar
or St
ne
71'
'
Pipeline
714
712'
7 10'
CROSS-SECTION ELEVATION
SCALE: HORIZ: I "= 10', VERT: I "= 10'
730'
7 28'
726'
724'
722'
720'
718'
7 1 G'
714'
7 1 2'
710'
SEQUENCE OF CONSTRUCTION
1. Call North Carolina 81 l(or 1-800-632-4949) at least 72 hours prior to beginning work.
2. Mobilize equipment.
3. No more area shall be disturbed than can be completed and stabilized by the end of each
work day.
4. Install bypass pumping, if necessary. At the end of each work day, the work area must be
stabilized, any sediment accumulated within the work areas should be removed prior to removal
of the pump around and restoring stream flow. Work should not be conducted in the channel
during rain events.
5. Perform earthwork (rough and final grading), install grade control device, bank armoring,
and step pool structures per these plans.
7. Fill existing channel per these plans.
8. Stabilize all disturbed areas with temporary seed, permanent seed mix, and straw per Sheet 6
of this Plan.
9. Install woody vegetation material per Sheet 6 of this Plan.
10. Thoroughly clean the site removing all debris and miscellaneous construction materials.
*Conceptual plans for permitting purposes only.
**Elevations are based on assumed datum and have been approximated from a cursory field investigation.
AMERICAN LAND CONCEPTS
238 B MAIN STREET
REISTERSTOWN, MARYLAND 21136
PHONE: [phone]
Rockingham County, North Carolina
November 2019, Revised February 2020
Prepared For:
Cardinal Operating Company, LLC
4300 NC HWY 65
Reidsville, North Carolina 27320
Sheet 4 of 6

Proposed Profile View
Conceptual Stream Stabilization
Cardinal Gas Pipeline
at the Tributary to Haw River
PROFILE ELEVATION
SCALE: r10RIZ: I "= 10', VERT: I "= 10'
Cross Vane
0.83% Slope
730' IQ
728'
726' of o
7 24' U v W
722' cn
720' U
Pr ose
718'
5trearn Inver d
71'
714'
712'
710' 10 20 30 40 50 60 70 80 00 100 110 120 130 140
Drop Structure V
730'
m
7 28'
111
o .� 726'
W L 7 24'
j 722'
U - 720'
718'
7 1 G'
714'
712'
40 150 IGO 170 180 100 200 210 220 230 240 250 260 270 280 710
*Conceptual plans for permitting purposes only.
**Elevations are based on assumed datum and have been approximated from a cursory field investigation.
AMERICAN LAND CONCEPTS
238 B MAIN STREET
REISTERSTOWN, MARYLAND 21136
PHONE: [phone]
Rockingham County, North Carolina
November 2019, Revised February 2020
Prepared For:
Cardinal Operating Company, LLC
4300 NC HWY 65
Reidsville, North Carolina 27320
Sheet 5 of 6

uenerai i_ocaVon iviap:
ROW
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Propose
Riparia
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PLAN VIEW SCALE: 1 "=30'
-1 ---
1 zr
N
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AMERICAN LAND CONCEPTS
238 B MAIN STREET
REISTERSTOWN, MARYLAND 21136
PHONE: [phone]
/
N.
0' 30' 60' 120'
Proposed Top of
-------------
Stream Bank
r. .Areas to be temporarily
r and permanently seeded
o / .Area to be planted with
' woody vegetation
++ .gy41
a. . <�
y. y. y. . . ... . . . ... . .<O\
... .\.'.'.' '.�$
:: �''''''''''y' .............'.'.
;.r.r.d
d
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T
Proposed Buffer Restoration
Conceptual Stream Stabilization
Cardinal Gas Pipeline
at the Tributary to Haw River
Rockingham County, North Carolina
November 2019, revised February 2020
TEMPORARY SEEDING MIXTURE:
Species Rate (Ibs/acre)
Rye (grain) 120
Seeding Dates
Aug 15 - Dec 30
Soil Amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural
limestone and 1,000lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with
asphalt, netting, or a mulch anchoring tool. A disk with blades
set nearly straight can be used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress
with 50 lb/acre of nitrogen in March. If it is necessary to extent
temporary cover beyond June 15, overseed with 50 lb/acre Kobe
lespedeza in late February or early March.
PLANT LIST:
r o
® 1
o ;
Location
t �
r'6q Haw River
Vicinity Map Scale: 1 "=5,000'
PERMANENT SEEDING MIXTURE:
MMF Riparian Buffer Mix (or equivalent)
Rate 20 to 25 Ibs/acre
Species
Common Name
Percent
Agrostis perennans
Autumn bentgrass
15
Andropogon gerardii
Big bluestem
10
Coreopsis lanceolata
Lanceleaf coreopsis
10
Elymus virginicus
Virginia wildrye
20
Juncus effusus
Soft rush
5
Panicum virgatum
Switchgrass
15
Rudbeckia hirta
Blackeyed Susan
10
Schizachyrium scoparium Little bluestem
5
Sorghastrum nutans
Indian grass
5
Tripsacum dactyloides
Eastern gamagrass
5
100
Riparian Planting = Approximately 0.15 AC @ 436 Trees/Acre
A minimum of 66 trees to be
planted adjacent to the relocated stream
outside of the ROW
OTY Common Name
Scientific Name
Size
14 Sycamore
Platanus occidentalis
1 gallon container
13 Black Cherry
Prunus serotina
1 gallon container
13 Black Willow
Salix nigra
1 gallon container
13 Paw Paw
Asimina triloba
1 gallon container
13 Silky Dogwood
Corpus amomum
1 gallon container
NOTE: Substitutions in plant species, size, quantities, or other materials, shall be made only
when plant stock is not available. Comparable substitutions can be made that do not result in a
significant change in plant diversity or type. Plant Community Layout
Container Planting Detail
Nct to Scale
Tree Saucer^. Noe eo some
3"Mulch L: c�YS'� Batkfill P���r��
Prepared For:
Cardinal Operating Company, LLC
4300 NC HWY 65
Reidsville, North Carolina 27320
Sheet 6 of 7

Notes
I. Introduction
The Site is located approximately 8.5 miles southwest of Reidsville in Rockingham County, North
Carolina, on the Cardinal Gas Pipeline Right -Of -Way (ROW). One (1) natural gas pipelines run
the length of the ROW and the ROW is routinely maintained.
A Tributary to Haw River runs relatively south within and adjacent to the ROW to the confluence
with another tributary. The stream has been migrating west within the ROW resulting in
approximately 110 linear feet of pipeline exposed where the stream flows on and parallel to the
pipeline. The stream migration has also caused erosive conditions with steep banks. The Gas
Mainline is currently maintaining the current stream alignment.
II. Description of Work
The proposed construction will realign the channel back to preexisting conditions prior to
installation of the pipeline, immediately adjacent to the ROW. The stream banks will be armored
to maintain the realigned channel, minimize erosive conditions, and future stream migration. In
addition, a grade controlling device will be constructed at the upstream limits and a 2 step pool
drop structure will be constructed downstream at the ROW limits to maintain the stream invert
and dissipate the water velocity. The step pool structure will create a natural riffle -pool scenario
providing habitat to species. The pool will be approximately 1.5 FT deep and 15 FT in length.
Armor Stone will be utilized for step pool and bank armoring construction. Armor Stone will be
500-2,000 lbs in size. Excavated material will be used to fill the existing channel as shown on
these plans and seeded with native grasses. Stream banks will be graded to a 2:1 slope. Access to
the stream will be via an existing dirt road from the property 680 Waynick Road previously used
for logging. Construction will avoid large trees to the greatest extent practical to construct the
stream restoration and Armor Stone will be installed as it is delivered to avoid removing trees for
a stockpile area.
A stream specialist must be onsite during construction to successfully implement this design and
ensure proper installation of the armor stone. This conceptual design is a guide. Design tolerance
will allow for minor variations in grading and toe rock placement. These variations are
unavoidable due to the variations of the rock surface and stream conditions during construction.
This tolerance allows for a more natural, less engineered look to the remedial actions proposed.
Prior to any land disturbance, exact location and depth of pipelines should be delineated by
Williams' personnel.
III. General Construction Notes and Best Management Practices
1. Miss Utility must be contacted and all utility lines must be located and marked prior to the
start of any construction activities.
2. Stream diversion will be achieved by means of a temporary bypass pumping during
construction.
3. If work is stopped for more than 15 days, temporary vegetative cover and/or matting will be
applied to all disturbed areas.
4. No excess fill, construction material, or debris shall be stockpiled or stored in wetlands,
riparian areas, and/or the 100-year floodplain.
5. Place materials in a location and manner which does not adversely impact surface or
subsurface water flow into or out of wetlands, riparian areas, and/or the 100-year floodplain.
6. Do not use the excavated material as back fill if it contains waste metal products, unsightly
debris, toxic materials, or any other deleterious substance. If additional backfill is required,
use clean material free of waste metal products, unsightly debris, toxic material or any other
deleterious substance.
7. Place heavy equipment on mats or suitably operate the equipment to prevent damage to
AMERICAN LAND CONCEPTS
238 B MAIN STREET
REISTERSTOWN, MARYLAND 21136
PHONE: [phone]
Conceptual Stream Stabilization
Cardinal Gas Pipeline
at the Tributary to Haw River
wetlands, riparian areas, and/or the 100-year floodplain.
8. Repair and maintain fill so there is no permanent loss of wetlands, riparian areas, and/or
permanent modification of the 100-year floodplain in excess of that lost under the originally
authorized structure or fill.
9. Rectify any wetlands, riparian area, and/or 100-year floodplain temporarily impacted by any
construction.
10. After construction has been completed, make post -construction grades and elevations the
same as the original grades and elevations in temporarily impacted areas.
11. The disturbed area is to be revegetated with the native grasses and/or woody plants.
IV. Soil Preparation
1. Soil Additives: Additives are to be applied per soils test taken prior to, during, and after
construction. Soils will be amended per results.
2. Soil preparation: All areas to be seeded or planted shall be tilled to a minimum depth of 4
inches within the seeded areas and 4-6 inches within the woody plant areas. Any stones,
roots, or other material larger than 3 inches will be removed. pH modifiers and/or other soil
amendments specified in the soil test or as specified above will be added during the soil
preparation. Re -compact the area. The final grade shall be smooth and even soil surface
with loose, uniformly fine texture. All ridges and depressions will be removed.
V. Planting
1. Temporary/nurse crop seeding will be completed immediately post construction and seedbed
preparation is completed. Temporary/nurse crop seeding will be at minimum density to
avoid competition with native, permanent species.
2. Permanent native seed mix will be completed in conjunction with or immediately following
the nurse crop seeding.
3. Straw (from wheat or oats) will be spread over the seedbed at a minimum rate of 1-2 tons per
acre to protect the soil subsurface, maintain moisture, and moderate soil temperatures for
seed germination. Straw must be tacked town to prevent loss.
4. Woody Vegetation will be installed between March 1 to May 30 or October 1 to December
31. Planting materials will consist of container grown trees. All stock will be planted as
received, no pruning will be done at the site. Stock not meeting specifications will be
returned. All planting stock shall be protected from sun scald, desiccation, and structural
damage during shipment to the site. Delivery of materials will be no sooner than one week
prior to planting. Materials held for planting will be moistened and placed in cool, shaded
areas until ready for placement.
a. Woody plants will be planted at a minimum of 435 stems per acre (approximately 10' on
center).
b. Plant material shall be planted in holes that are twice the size of the root ball. When
digging the hole, keep topsoil separate from subsoil. If the subsoil is high in clay, allow
extra room (one-half again the height of the root ball). Backfill the hole with enough
topsoil or peat moss to position the base of the tree at the same level as in the nursery.
c. If the plant is in a container, carefully remove it, taking the soil surrounding the roots
with it. This may require cutting the container. Loosen the twine and burlap at the top of
balled-and-burlapped plants, and check to make sure that no other wrapping is present
before planting.
d. Before replacing subsoil, mix it with one-third peat moss or well -rotted manure. Backfill
the hole, firming the soil as it is replaced, and leave a depression around the trunk within
Rockingham County, North Carolina
November 2019, Revised February 2020
the excavated area to hold water. Cover the base of the trunk to the same level as before it
was removed. Water thoroughly, and rewater as necessary to keep the roots moist.
e. If necessary, shelter trees to avoid predation.
f. Cleanup and remaining trash or materials and dispose of properly offsite.
VI. Maintenance
Tree Fertilizing will be completed in late fall or early spring, before leaves emerge. Using a
punchbar, crowbar, or auger, make holes 18 inches deep and about 2 ft apart around the drip line
of each tree. Distribute the fertilizer evenly among the holes to bring it in contact with tree roots,
and close.
If invasive exotic plants are noted during routine inspections, and treated if necessary utilizing
manual removal or an approved herbicide. Any use of herbicide will be used in the minimal
quantity necessary, only be applied to the invasive exotic species, and will be of low toxicity to
aquatic wildlife.
Areas within the ROW will be routinely mowed to maintain the ROW. The areas immediately
adjacent to the stream will be minimally mowed to allow the native seed mix to protect the
riparian area.
VII. Monitoring
The restored area stream restoration and buffer plantings will be monitor to ensure the restored
area is at a minimum functioning properly, no erosive conditions are occurring, no sediment is
being transported into the stream, and the planted riparian will be at a sufficient density of 320
trees per acre at maturity for a period of 3 years. The riparian buffer will be monitored for an
additional 2 years to ensure the sufficient tree density is reached.
Photodocumentation at permanent photostations will be included in the monitoring report. The
first 3 reports will be submitted to USACE and NC DEQ by October 31 st of each year after
construction is completed. The additional 2 reports specifically focused on the riparian buffer will
be only submitted to NC DEQ.
If during the monitoring any erosion along the restored stream is detected, it shall be properly
addressed to prevent sediment transport into the stream. If any changes to the design are
necessary, USACE and NC DEQ will be contacted before proceeding forward with repairs.
Hydrologic, vegetative, and soils data will be collected throughout the year. At a minimum each
report will include:
a. A map of the stream and riparian restoration area.
b. Photographs showing views of the stream area taken from permanent stations and
corresponding view directions. View direction will show the same area throughout the
monitoring period.
c. A report describing the overall conditions present at the stabilization area including:
inspection of drop structures, bank armoring, vegetation viability, slope condition, and
identification of any undesirable species of vegetation or wildlife that would compromise
the integrity of the stabilized stream bank or riparian buffer. The report will suggest
methods for removal and monitoring of undesirable species of vegetation and wildlife.
d. If during the monitoring, any erosion along the restored stream is detected, it shall be
properly addressed to prevent sediment transport into the stream. If any changes to the
design are necessary, USACE and NC DEQ will be contacted before proceeding forward
with repairs.
Prepared For:
Cardinal Operating Company, LLC
4300 NC HWY 65
Reidsville, North Carolina 27320
Sheet 7 of 7