20180192 Ver 1_401 Application_20180218

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February 8, 2018
Ms. Karen Higgins
Central Office
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury St
Raleigh, NC 27604
1408 Roseneath Road, Suite B
Richmond, VA 23230
Corporate Headquarters
5020 Montrose Blvd. Suite 650
Houston, TX 77006
Main: 713.520.5400
PAID
,�Z,/ SOl qa
Re: Pre -Construction Notification (PCN) Form and Supporting Documentation
Clubhouse to Carolina (TL 130)
Northampton and Halifax Counties, North Carolina
Dear Ms. Higgins,
Attached to this correspondence are a completed Pre -Construction Notification (PCN) Form and
Supporting Documentation for the above -referenced project. Based on anticipated jurisdictional
impacts, this project will qualify for Section 404 authorization under the U.S. Army Corps of
Engineers' (Corps) Nationwide Permit 12 and written authorization from the Department of
Environmental Quality (DEQ) for 401 certification. Copies of the JPA and all Supporting
Documentation have also been submitted to the Corps.
Please feel free to contact me if you have any questions or need additional information
regarding this project.
Sincerely,
c
Brianne Eberline�\ 1\0
Environmental Specialist
CC: Gary Beecher, USACE
John A. Mulligan, Dominion Energy North Carolina
1408 B Roseneath Rd. Richmond VA, 23230
P: 804-729-8984 1 res.us

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- id
PC C )'A 1F
Orps
Pre -Construction Notification and Permit Support Documentation
For
CLUBHOUSE TO CAROLINA 115 KV TRANSMISSION
(VA/NC BORDER TO ROANOKE RAPIDS)
LINE 130
NORTHAMPTON AND HALIFAX COUNTY, NORTH CAROLINA
Applicable Permits
USACE Nationwide Permit 12
NC DEQ 401 Water Quality Certification
Prospective Permittee
Dominion Energy North Carolina
ATTN: John Mulligan
701 East Cary Street, 12t" Floor
Richmond, VA 23219
Authorized Aqent
RES
1408 B Roseneath Rd.
Richmond, Virginia 23230
February 2018

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TABLE OF CONTENTS
PART
1 Pre -Construction Notification (PCN)
2 Permit Support Document (PSD)
Appendices and Attachments
Appendix A — Project Location, Vicinity, and Aerial Imagery Maps
Appendix B — Roanoke River Aerial Crossing and FEMA Floodplain
Appendix C — Erosion and Sediment Control Maps
Appendix D — Preliminary Jurisdictional Determination and Waters of the U.S. Delineation Map
Appendix E — Threatened and Endangered Species Research Information
Appendix F — Cultural and Historic Resources Research Information
Appendix G — Typical Construction Details for Timber Mats

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 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 NX No
For the record only for Corps Permit:
❑ Yes ❑X 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 ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes Q No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes 0 No
2.
Project Information
2a.
Name of project:
Clubhouse to Carolina
2b. County:
Northampton and Halifax
2c.
Nearest municipality / town:
Roanoke Rapids, Gaston
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Virginia Electric and Power Co. dba: Dominion Energy North Carolina (easements)
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
John Mulligan
3d.
Street address:
701 East Cary St. OJRP-12
3e.
City, state, zip:
Richmond, VA 23219
3f.
Telephone no.:
804.771.6937
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

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PRE -CONSTRUCTION NOTIFICATION (PCN)

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February 8, 2018
Ms. Karen Higgins
Central Office
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury St
Raleigh, NC 27604
1408 Roseneath Road, Suite B
Richmond, VA 23230
Corporate Headquarters
5020 Montrose Blvd. Suite 650
Houston, TX 77006
Main: 713.520.5400
Re: Pre -Construction Notification (PCN) Form and Supporting Documentation
Clubhouse to Carolina (TL 130)
Northampton and Halifax Counties, North Carolina
Dear Ms. Higgins,
Attached to this correspondence are a completed Pre -Construction Notification (PCN) Form and
Supporting Documentation for the above -referenced project. Based on anticipated jurisdictional
impacts, this project will qualify for Section 404 authorization under the U.S. Army Corps of
Engineers' (Corps) Nationwide Permit 12 and written authorization from the Department of
Environmental Quality (DEQ) for 401 certification. Copies of the JPA and all Supporting
Documentation have also been submitted to the Corps.
Please feel free to contact me if you have any questions or need additional information
regarding this project.
Sincerely,
Brianne Eberline
Environmental Specialist
CC: Gary Beecher, USACE
John A. Mulligan, Dominion Energy North Carolina
1408 B Roseneath Rd. Richmond VA, 23230
P: 804-729-8984 1 res.us

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
See mapping in Appendix A
1 b. Site coordinates (in decimal degrees):
ILatitude: 36.548835 Longitude: -77.616418
1 c. Property size:
113.72 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Lees Creek, Roanoke River
2b. Water Quality Classification of nearest receiving water:
WS -IV; CA
2c. River basin:
Tar -Pamlico, Roanoke
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 drainage networks on-site are primarily associated with the Roanoke River basin. Tributaries include Lees Creek and Roanoke River. Potentially
jurisdictional features can generally be found along floodplains, toe slopes, and drainage swales. The project corridor occurs within an existing,
maintained overhead electrical utility easement.
3b. List the total estimated acreage of all existing wetlands on the property: 27.63
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3,248
3d. Explain the purpose of the proposed project:
Rebuild an existing 115 kV power line, including the towers and transmission line.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Permit Support Document.
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 priorphases) in thepast?
❑X Yes ❑ No ❑ Unknown
Comments:
4b. If the C rps made the jurisdictional determination, what type
of determination was made?
❑X reliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Jeremy Schmid, PWS
Agency/Consultant Company: RES
Other:
4d. If yes, li9t the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
June 8, 2017.' I
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El 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 0 No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Thad Loucks
5b. Business name
(if applicable):
RES
5c. Street address:
1408 B Roseneath Rd.
5d. City, state, zip:
Richmond, VA 23230
5e. Telephone no.:
804-729-8992
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands Q 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 T
Timber mat crossing
Pine Flat
No
Corps
1.52
W2 P
Fill
Pine Flat
No
Corps
0.005
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
1.525
2h. Comments:
* Due to the length of the project, we have combined the impacts by type. Please see full impacts tables in the Permit Support Document, Section ll,
E.
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
f
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Aver
streajn
widt}t
(feet)
3g.
Impact
length
(linear
feet)
S1
Choose one
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

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
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments: N/A
5. Pond or Lake Construction
If pond or lake construction proposed, the 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
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i.
'Expected pond surface area (acres):
5j. iSize of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If p oject will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
bel w. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments: N/A
Existing utility line is exempt.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Access for construction was designed to minimize temporary impacts and the number of stream and wetland crossings. Permanent impacts from
tower footings are very minimal.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Temporary access through wetlands will use timber mats. There are no permanent stream impacts associated with this project. Permanent impacts
from tower footings are very minimal.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes © No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee p ogram is attached.
ElYes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
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:
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.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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
Yes Q No
buffer mitigation?
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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
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).
N/A
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes Q 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.
According to the Riparian Buffer requirements there is an exemption when existing uses are present and
❑ Yes Q NO
ongoing. Due to the project being an existing utility line with the ongoing same use, a diffuse flow plan is
not needed.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
NA %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This project does not require a Stormwater Management Plan because there is no change in land cover characteristics and no increase of
impervious area. All areas where temporary disturbance is occurring will be restored to its original condition once the project is completed.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
2e. Who will be responsible for the review of the Stormwater Management Plan?
NA
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Washington Regional Office
❑ Phase II
© NSW
3b. Which of the followingocally-implemented stormwater management programs
❑X USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑ No N/A
attached?
4. DWQ Stormwater Pro ram 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
❑ Yes ❑ No N/A
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No N/A
5b. Have all of the 401 Unit submittal requirements been met?
© Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

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 Q 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)?
1c.
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
E] 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 Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes ❑X 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 reasonabl anticipated future impacts) result in
❑Yes Q N
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.
I
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.
N/A
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑X Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑X Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Fish and Wildlife Service (FWS) - Information for Planning and Consultation System (IPAC), Natural Heritage Program (NHP)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat (EFH) Mapper (http://www.habitat.noaa.gov/protection/efh/efhmapper�
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 Q 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?
RES coordinated with the NC state archaeologist, Susan Myers, and reviewed the NC State Historic Preservation Office (SHPO) databases
8. Flood Zone Designation (Corps Requirement)
8a. Will this proje occur in a FEMA -designated 100 -year floodplain?
Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
There will be no fill in the 100 -year floodplain
I
8c. What source(s) did you use to make the floodplain determination?
https://msc.fema.gov/portal/search#searchresultsanchor
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 10 of 10

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PART 2
PERMIT SUPPORT DOCUMENT (PSD)

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
Q Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Fish and Wildlife Service (FWS) - Information for Planning and Consultation System (IPAC), Natural Heritage Program (NHP)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes [X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAH Essential Fish Habitat (EFH) Mapper (http:/Mnaw.habitat.noaa.gov/protection/efnlefhmapper4
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?
RES coordinated with the NC state archaeologist, Susan Myers, and reviewed the NC State Historic Preservation Office (SHPO) databases
B. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
QX Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
There will be no fill in the 100 -year floodplain
8c. What source(s) did you use to make the floodplain determination?
https://msc.fema.gov/portal/Search#searchresultsanchor
John A. Mulligan
1 �'
N� ^
2/1/2018
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is rovided.
Page 10 of 10

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Permit Support Documentation
For
CLUBHOUSE TO CAROLINA 115 KV TRANSMISSION
(VA/NC BORDER TO ROANOKE RAPIDS)
LINE 130
NORTHAMPTON AND HALIFAX COUNTY, NORTH CAROLINA
Applicable Permits
USACE Nationwide Permit 12
NC DEQ 401 Water Quality Certification
Prospective Permittee
Dominion Energy North Carolina
ATTN: John Mulligan
701 East Cary Street, 12th Floor.
Richmond, VA 23219
Authorized Agent
RES
1408 B Roseneath Rd.
Richmond, Virginia 23230
February 2018

TABLE OF CONTENTS
SECTION
PAGE
I. General Project Information................................................................................................ 2
A.
Summary of Proposed Work........................................................................................ 2
B.
Project Components.................................................................................................... 2
C.
Project Location........................................................................................................... 2
D.
Waterway.................................................................................................................... 2
E.
Jurisdictional Impacts.................................................................................................. 2
11. Environmental Effects of the Project................................................................................... 3
A.
General Site Conditions............................................................................................... 3
B.
Existing Waters of the U.S........................................................................................... 3
C.
Threatened/ Endangered Species............................................................................... 3
D.
Cultural/ Historic Resources........................................................................................ 5
E.
Proposed Impacts to Waters of the U.S....................................................................... 5
111. General Conditions............................................................................................................. 7
A.
Avoidance and Minimization........................................................................................ 7
B.
Compensation............................................................................................................. 7
C.
General Conditions...................................................................................................... 7
D.
2017 Regional Conditions Specific to NWP #12.........................................................11
E.
Section 401
Water Quality Certification.............................................I.........................14
1

(.GENERAL PROJECT INFORMATION
A. Summary of Proposed Work
This report provides Pre -Construction Notification (PCN) documentation in accordance
with General Condition #32 of the 2017 Nationwide Permits (82 FR 1860), regarding the
permitting of the "Clubhouse to Carolina" project under the Clean Water Act (CWA)
Section 404 permitting requirements. The applicant is requesting verification that the
project qualifies for verification under Nationwide Permit (NWP) #12 (Utility Line Activities)
as outlined in 82 FR 1860, since the project area contains waters of the U.S. and the
project will temporarily impact approximately 66,094.15 square feet (1.52 acres) and
permanently impact 198.87 square feet (0.005 acre) of wetlands for the purpose of
rebuilding a 6.64 mile long section of Line #130 (a 115kV transmission line) within an
existing right-of-way (ROW) in North Carolina. Furthermore, the project meets all
conditions set forth for the North Carolina Department of Environmental Quality's (DEQ's)
Section 401 Water Quality Certification. The remainder of this document presents the
rationale and justification for this permitting scenario.
B. Project Components
One (1) existing 115kV transmission line is located within the existing ROW, Line #130.
The applicant is proposing to rebuild approximately 6.64 miles of Line #130 in North
Carolina. The project involves replacing 65 existing towers (a mix of wood, concrete,
weathering steel, aluminum, galvanized steel, painted steel, and painted galvanized steel)
with 65 proposed steel monopole structures. Three (3) wires/circuit and one (1) fiber optic
wire will be hung on the new monopoles.
C. Project Location
The 113.72 +/- acre project area (site) originates approximately 10.95 miles south of the
Metcalf Substation, at the Virginia -North Carolina border. The easement continues
southwest for approximately 4.64 miles, then turns west and continues for approximately
2.0 miles where it crosses the Roanoke River and terminates at the existing substation in
Roanoke Rapids, NC. The project area crosses a variety of land use areas including
managed ROW, pasture and agricultural land, as well as family residences (see Vicinity
Map in Appendix A). Access to the property is granted via River View Road, Wiggins Road
(Route 619), Brink Road (Route 627), Pleasant Hill Road (Route 48), Gaston Road (Route
48), and via private entrances.
D. Waterway
Receiving waters for this project include Lees Creek and Roanoke River. All streams are
within the Lower Roanoke watershed. An aerial crossing of the Roanoke River is proposed
for this project. A detail of this crossing is provided in Appendix B.
E. Jurisdictional Impacts
Temporary Impacts
66,094.15 square feet (1.52 acres) of Palustrine Emergent Wetlands (PEM).
Permanent Impacts
198.87 square feet (0.004 acre) of PEM.
Erosion and Sediment Control Maps, which identify the scope of the project as well as all
impacts, are included in Appendix C.
E

ILENVIRONMENTAL EFFECTS OF THE PROJECT
A. General Site Conditions
As observed on the Roanoke Rapids, Skippers, and Weldon USGS Quadrangle Maps
(Appendix A), the drainage network on-site is primarily associated with the drainage area
and headwaters of both named and unnamed tributaries to the Roanoke River. Potential
jurisdictional features can generally be found along toe slopes and drainage swales. The
vegetative community for the study site is primarily maintained ROW and agricultural land.
B. Existing Waters of the U.S.
RES conducted a wetland delineation of the project area in October and November 2016
in accordance with the Corps of Engineers' Wetlands Delineation Manual (Environmental
Laboratory, 1987), as well as the Regional Supplement to the Corps of Engineers Wetland
Delineation Manual: Eastern Mountain and Piedmont Region (Version 2.0) to identify
those areas that are most likely within the regulatory purview of the U.S. Army Corps of
Engineers (USAGE).
Predominate features on-site consisted of headwaters of tributaries to the Roanoke River.
Potentially jurisdictional features can generally be found along floodplains, toe slopes, and
drainage swales. Jurisdictional features identified within the project limits during RES's
on-site investigation included 533,025.49 square feet (12.24 acres) of PEM, 670,383.61
square feet (15.39 acres) of Palustrine Open Water (POW), and 3,248 linear feet
(124,835.52 square feet, 2.87 acres) of stream.
Limits of on-site wetlands and streams are depicted in the Waters of the U.S. (WOUS)
Delineation Report, Jurisdictional Waters Determination Request Form and associated
mapping in Appendix D.
C. Threatened/ Endangered Species
As part of this permit authorization request, RES queried the U.S. Fish and Wildlife
Service's (USFWS) Information for Planning and Consultation (IPaC) system and the
USFWS North Carolina County database concerning federally threatened and/or
endangered species that may exist within the project area. to identify any concerns about
potential federal threatened and/or endangered species that may exist within the limits of
the project.
The IPAC database listed the following federal species listed as having potential habitat
within the project area: Red -cockaded woodpecker (Picoides borealis), Dwarf
Wedgemussel (Alasmidonta heterodon), Tar River spinymussel (Elliptio steinstansana),
Atlantic Sturgeon (Acipenser oxycrinchus oxyrinchus), and the Yellow Lance (Elliptio
lanceolata).
Red -Cockaded Woodpecker (Pinus Palustris)
The red -cockaded woodpecker excavates nesting cavities in mature living southern pine
species, especially longleaf pine (Pinus palustris). For nesting, the bird typically requires
at least sixty -year-old trees, and prefers forest stands with a regular fire regime. For
foraging, the understory must be clear, and the presence of a hardwood understory
signifies that there is not suitable foraging habitat for this species. The majority of the
project area is maintained ROW and work within the existing corridor will not affect this
species. Finally, the nearest sightings of this species recorded on the eBird website are
3

approximately 25 miles away. Based on these findings, the project is not anticipated to
adversely affect the red-cockaded woodpecker.
Dwarf Wedgemussel (Alasmidonta heterodon)
The federally-endangered dwarf wedgemussel was identified on both the IPaC and the
Halifax County databases. The dwarf wedgemussel is known to occur from Connecticut
to North Carolina, and is documented within the Neuse and Tar River Basins in Halifax
County. However, these basins do not include the project area. No sightings of the dwarf
wedgemussel are recorded for the project area in the North Carolina Natural Heritage
Program database, and no in-stream work is proposed. This project is not anticipated
to adversely affect the dwarf wedgemussel.
Tar River spinymussel (Elliptio steinstansana)
The Tar River spinymussel has been identified as occurring within Halifax County. This
species lives in relatively silt-free, non-compacted gravel, and/or course sand in fast-
flowing, well oxygenated stream reaches. It is endemic only to the Tar and Neuse Rivers,
and these basins do not include the project area. No sightings of the Tar River spinymussel
are recorded for the project area in the North Carolina Natural Heritage Program database,
and no in-stream work is proposed. This project is not anticipated to adversely affect
the Tar River spinymussel.
Atlantic Sturgeon (Acipenser oxycrinchus)
The Atlantic Sturgeon occurs in major river systems in moderately flowing, deep water.
The Roanoke River runs through the lowest limit of the project area; however, no work is
being proposed that would cause an impact to the river, which will be spanned completely
under this rebuild project. Additionally, no sightings of the species are recorded in the
North Carolina Natural Heritage P ogram database and no in-stream work is proposed.
This project is not anticipated to adversely affect the Atlantic sturgeon.
Yellow Lance (Elliptio lanceolate)
The Yellow Lance typically inhabits small streams and medium sized rivers where it
burrows into coarse or medium sands. Yellow Lance require high dissolved oxygen levels,
typically associated with moderately flowing water. Primary drainage features within the
project area consist of several named systems including: Lees Creek and the Roanoke
River, as well as several unnamed tributaries; however, no in-stream work is proposed.
Therefore, the project is not anticipated to adversely affect the Yellow lance.
Additionally, several species were identified within the Roanoke River with state
threatened and rare statuses. The species identified using the USFWS North Carolina
County database include coppery emerald (Somatochlora georgiana), alewife floater
(Anodonta implicata), eastern lampmussel (Lampsilis radiata), triangle floater
(Alasmidonta undulata), norther lance (Elliptio fisheriana), and tidewater mucket
(Leptodea ochracea). The Roanoke River will be spanned in this project, so no impacts
will occur to these species.
Results of the online project review are included in Appendix E.
4

D. Cultural/ Historic Resources
To address potential impacts to cultural and historical resources for this project, RES
reviewed the online database of the North Carolina Historic Preservation Office on
November 15, 2016 for known resources. Based on RES's review of databases, there are
no known cultural or historic resources within the proposed development. Several
structures were located within one half mile of the project limits that have been surveyed,
but none of the structures are listed on the National Register of Historic Places (Table 1).
Table 1. Listing of Cultural Resources within 0.5 -mile of the Project Limits. Data source: NCSHPO
Site Name
Status
Site ID
County
Description
Notes
1957 prestressed
Bridge
DOE
HX----
Halifax
concrete
See 2005 Historic
stringer/multi-beam
Bridge Inventory
DOT 410051
Lebanon
c. 1907 Gothic Revival
Methodist
SO
NP0434
Northampton
frame 1 -story
Church
Roanoke Mills
Company Plant
SD
HX1080
Halifax
Gone before 1993
#1 Gone
(former) United
1893, 1909 2 -story flat
Became the Roanoke
Industrial
SD
HX1081
Halifax
roof brick building
Fiber Board Company
Company
designed by Stanford
in 1909 / Gone
Gone
White
between 2004-2010
Virginia Electric
Power
SO
HX1559
Halifax
Company
Roanoke
Rapids Paper
SO
HX1082
Halifax
Company
(former)
Two of the structures, the former United Industrial Company, and the Roanoke Mills
Company Plant #1, are no longer present. As the powerline is already existing and the
work proposed is limited to replacing towers and lines, no impacts will occur to the
viewshed of any of these features. i
Copies of the Natural Heritage Program mapping are provided in Appendix F.
E. Proposed Impacts to Waters of the U.S.
The proposed temporary impacts include 66,094.15 square feet (1.52 acres) of PEM. The
locations of these temporary impacts are depicted in Appendix C and Table 1 below.
5

Table 1: Proposed Temporary Wetland Impacts
Impact Number
Wetland Type
Reference Sheet
Temporary Impact
Square Feet
Acres
1
PEM
25
2,458.25
0.06
2
PEM
37
5,711.72
0.13
4
PEM
38
4,382.30
0.10
6
PEM
42
9,158.59
0.21
8
PEM
64
29,512.67
0.68
11
PEM
70
10,504.31
0.24
13
PEM
79
3,672.76
0.08
14
PEM
79
693.55
0.02
Totals
66,094.15
1.52
The proposed permanent impacts include 198.87 square feet (0.005 acre) of PEM.
Additionally, the project includes one (1) aerial crossing of a jurisdictional stream with
a drainage area greater than 5 square miles (no in -stream work is required). The
locations of these permanent impacts and aerial stream crossings are depicted in
Appendix C and Tables 2 and 3 below.
Table 2: Proposed Permanent Wetland Impacts
Impact Number
Wetland Type
Reference Sheet
Permanent Impact
Square Feet
Acres
3
PEM
37
33.15
0.001
5
PEM
38
33.14
0.001
7
PEM
42
33.15
0.001
9
PEM
65
33.14
0.001
10
PEM
65
33.15
0.001
12
PEM
70
33.14
0.001
Totals
198.87
0.005
Table 3: Proposed Aerial Crossings of Jurisdictional Streams
I
Crossing Length
Average
Contributing
Stream
Reference Sheet
(Linear Feet)
Stream Flow
Drainage Area
Roanoke River
821
>5 CFS
10 square miles
91
I

III.GENERAL CONDITIONS
A. Avoidance and Minimization
Throughout the project's planning and design process, the applicant has evaluated
alternative construction options in the attempt to avoid and minimize impacts to Waters of
the U.S. and other natural resources to the greatest extent practicable. The result of that
planning has minimized impacts to WOUS. Temporary impacts are 66,094.15 square feet
(1.52 acres) of PEM wetlands due to timber mat crossings. Permanent impacts are 198.87
square feet (0.005 acre) of PEM wetlands due to transmission pole structures. Erosion
and Sediment Control Maps, which identify the scope of the project as well as all impacts,
are included in Appendix C.
B. Compensation
Based on the mitigation threshold for permanent impacts associated with Nationwide
Permit 12, compensatory mitigation is not required for the project.
C. General Conditions
NWP #12 authorizes activities in waters of the U.S. associated with utility line activities.
This section details the applicable NWP General Conditions as related to the proposed
project.
1. Navigation
Not applicable to this project.
2. Aquatic Life Movements
Not applicable to this project, no disruption to any necessary life -cycle movements of
aquatic life is anticipated to result from the project. Please see NWP #12 Virginia Special
Conditions.
3. Spawning Areas
Not applicable to this project. Please see Virginia NWP #12 regional conditions.
4. Migratory Bird Breeding Areas
Activities in waters of the United States that serve as breeding areas for migratory birds
must be avoided to the maximum extent practicable.
This project will comply with this condition.
5. Shellfish Beds
Not applicable to this project.
6. Suitable Material
This project will comply with this condition.
7. Water Supply Intakes
Not applicable to this project.
8. Adverse Effects from Impoundments
Not applicable to this project.
7

9. Management of Water Flows
To the maximum extent practicable, the pre -construction course, condition, capacity, and
location of open waters must be maintained for each activity, including stream
channelization and storm water management activities, except as provided below. The
activity must be constructed to withstand expected high flows. The activity must not restrict
or impede the passage of normal or high flows, unless the primary purpose of the activity
is to impound water or manage high flows. The activity may alter the pre -construction
course, condition, capacity, and location of open waters if it benefits the aquatic
environment (e.g., stream restoration or relocation activities).
Not applicable to this project, there will be no in -stream work.
10. Fills Within 100 -Year Floodplains.
The activity must comply with applicable FEMA -approved state or local floodplain
management requirements.
According to FEMA Flood Insurance Rate Maps (FIRMs) #3720399900K and
#3720490900K, dated February 4, 2009, portions of the project area in close proximity to
the Roanoke River are located in Zone AE, which is designated as an area within the 100 -
year flood zone. However, no fill associated with the project is proposed. The remainder
of the project area is in Zone X, designated as an area of minimal flood hazard. FIRMs
associated with this project can be found in Appendix B.
11. Equipment
No heavy equipment associated with this project is anticipated to be working in preserved
jurisdictional areas on the property. However, if this is required during construction,
appropriate measures will be taken to minimize soil disturbance in these areas.
12. Soil Erosion and Sediment Controls
All appropriate soil erosion and sediment controls will be used during construction, in
accordance with North Carolina DEQ requirements, and an approved erosion and
sediment control plan.
13. Removal of Temporary Fills
All temporary fills in jurisdictional areas will be removed following construction activities.
14. Proper Maintenance
This project, to be authorized by NWP #12, will be maintained in accordance with all
applicable federal, state, and or local construction requirements to ensure public safety.
This project will comply with this condition.
15. Single and Complete Project
The activity must be a single and complete project. The same NWP cannot be used more
than once for the same single and complete project.
This project will comply with this condition.
16. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and
Scenic River System, or in a river officially designated by Congress as a "study river' for
possible inclusion in the system while the river is in an official study status, unless the
appropriate Federal agency with direct management responsibility for such river, has
determined in writing that the proposed activity will not adversely affect the Wild and
Scenic River designation or study status. Information on Wild and Scenic Rivers may be
obtained from the appropriate Federal land management agency responsible for the
H

designated Wild and Scenic River or study river (e.g., National Park Service, U.S. Forest
Service, Bureau of Land Management, U.S. Fish and Wildlife Service).
No Wild and Scenic Rivers are located within Halifax and Northampton Counties, North
Carolina.
17. Tribal Rights
No activity or its operation may impair reserved tribal rights, including, but not limited to,
reserved water rights and treaty fishing and hunting rights.
This project will comply with this condition.
18. Endangered Species
See Section ll. C above. Results of the online project review are included in Appendix E.
19. Migratory Birds and Bald and Golden Eagles
The permittee is responsible for obtaining any "take" permits required under the U.S. Fish
and Wildlife Service's regulations governing compliance with the Migratory Bird Treaty Act
or the Bald and Golden Eagle Protection Act. The permittee should contact the appropriate
local office of the U.S. Fish and Wildlife Service to determine if such "take" permits are
required for a particular activity.
This proposed project is not within 660 feet of a bald eagle nest and it is not located in a
bald eagle concentration zone.
20. Historic Properties
See Section ILD above. Mapping is included in Appendix F.
21. Discovery of Previously Unknown Remains and Artifacts
If you discover any previously unknown historic, cultural or archeological remains and
artifacts while accomplishing the activity authorized by this permit, you must immediately
notify the district engineer of what you have found, and to the maximum extent practicable,
avoid construction activities that mayffect the remains and artifacts until the required
coordination has been completed. The tistrict engineer will initiate the Federal, Tribal and
state coordination required to determine if the items or remains warrant a recovery effort
or if the site is eligible for listing in the National Register of Historic Places.
This project will comply with this condition.
22. Designated Critical Resource Water
Critical resource waters include NOAA-managed marine sanctuaries and marine
monuments, and National Estuarine Research Reserves. The district engineer may
designate, after notice and opportunity for public comment, additional waters officially
designated by a state as having particular environmental or ecological significance, such
as outstanding national resource waters or state natural heritage sites. The district
engineer may also designate additional critical resource waters after notice and
opportunity for public comment.
a) Discharges of dredged or fill material into waters of the United States are not
authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51,
and 52 for any activity within, or directly affecting, critical resource waters, including
wetlands adjacent to such waters.
b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38,
notification is required in accordance with general condition 31, for any activity
proposed in the designated critical resource waters including wetlands adjacent to
those waters. The district engineer may authorize activities under these NWPs only
M

after it is determined that the impacts to the critical resource waters will be no more
than minimal.
Not applicable to this project.
23. Mitigation
Based on the mitigation threshold for permanent impacts associated with Nationwide
Permit 12, compensatory mitigation is not required for the project.
24. Safety of Impoundment Structures
To ensure that all impoundment structures are safely designed, the district engineer may
require non -Federal applicants to demonstrate that the structures comply with established
state dam safety criteria or have been designed by qualified persons. The district engineer
may also require documentation that the design has been independently reviewed by
similarly qualified persons, and appropriate modifications made to ensure safety.
Not applicable to this project.
25. Water Quality
This project will comply with all required local and State water quality regulations, including
erosion and sediment control measures to ensure that the project will not cause more than
minimal degradation of downstream water quality.
26. Coastal Zone Management
In coastal states where an NWP has not previously received a state coastal zone
management consistency concurrence, an individual state coastal zone management
consistency concurrence must be obtained, or a presumption of concurrence must occur
(see 33 CFR 330.4(d)). The district engineer or a State may require additional measures
to ensure that the authorized activity is consistent with state coastal zone management
requirements.
This project will comply with this condition.
27. Regional and Case -By -Case Conditions
The activity must comply with any regional conditions that may have been added by the
Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by
the Corps or by the state, Indian Tribe, or U.S. EPA in its section 401 Water Quality
Certification, or by the state in its Coastal Zone Management Act consistency
determination.
This project will comply with this condition.
28. Use of Multiple Nationwide Permits
Not applicable to this project.
29. Transfer of Nationwide Permit Verifications
If the permittee sells the property associated with a nationwide permit verification, they will
submit a letter to the appropriate Corps district office to validate the transfer.
30. Compliance Certification
The permit applicant will submit a signed certification following completion of the
authorized work, in accordance with this NWP General Condition.
10

31. Activities Affecting Structures/Works Built by the US
Not applicable to this project.
32. Pre -Construction Notification
This PCN document has been prepared in accordance with the notification requirements
of NWP General Condition #32.
D. 2017 Regional Conditions Specific to NWP #12
1.0 Excluded Waters
The Corps has identified waters that will be excluded from the use of all NWP's during
certain timeframes. These waters are:
1.1 Anadromous Fish Spawning Areas
1.2 Trout Waters Moratorium
1.3 Sturgeon Spawning Areas as Designated by the NMFS
There are no Excluded Waters within the limits of the project.
2.0 Waters Requiring Additional Notification
The Corps has identified waters that will be subject to additional notification requirements
for activities authorized by all NWP's. These waters are:
2.1 Western NC Counties that Drain to Designated Critical Habitat
Not applicable for this project.
2.2 Special Designation Waters
Prior to the use of any NWP in any of the following identified waters and contiguos
wetlands in North Carolina, applicants must comply with Nationwide Permit Gene;
Condition 32 (PCN).
This project will comply with this condition.
2.3 Coastal Area Management Act (CAMA) Areas of Environmental Concern
Not applicable for this project.
2.4 Barrier Islands
Not applicable for this project.
2.5 Mountain or Piedmont Bogs
Not applicable for this project.
2.6 Animal Waste Facilities
Not applicable for this project.
2.7 Trout Waters
There are no Waters identified in Sections 2.3-2.7 within the limits of this project.
3.0 List of Corps Regional Conditions for All Nationwide Permits
The following conditions apply to all Nationwide Permits in the Wilmington District:
11

3.1 Limitation of Loss of Perennial Stream Bed
NWPs may not be used for activities that may result in the loss or degradation of greater
than 300 total linear feet of perennial, intermittent or ephemeral stream.
Not applicable for this project.
3.2 Mitigation for Loss of Stream Bed
For any NWP that results in a loss of more than
ephemeral/intermittent stream, the applicant shall
compensate for more than minimal individual and
aquatic environment.
Not applicable for this project.
150 linear feet of perennial and/or
provide a mitigation proposal to
cumulative adverse impacts to the
3.3 Pre -construction Notification for Loss of Streambed Exceeding 150 Feet.
Prior to use of any NWP for any activity which impacts more than 150 total linear feet of
perennial stream or ephemeral/intermittent stream, the applicant must comply with
Nationwide Permit General Condition 31 (PCN).
Not applicable for this project.
3.4 Restriction on Use of Live Concrete
For all NWPs which allow the use of concrete as a building material, live or fresh concrete,
including bags of uncured concrete, may not come in contact with the water in or entering
into waters of the US. Water inside coffer dams or casings that has been in contact with
wet concrete shall only be returned to waters of the US when it is no longer poses a threat
to aquatic organisms.
Not applicable for this project.
3.5 Requirements for Using Riprap for Bank Stabilization
Not applicable for this project.
3.6 Safe Passage Requirements for Culvert Placement
Not applicable for this project.
3.7 Notification to NCDENR Shellfish Sanitation Section
Not applicable for this project.
3.8 Preservation of Submerged Aquatic Vegetation
Not applicable for this project.
3.9 Sedimentation and Erosion Control Structures and Measures
All PCNs will identify and describe sedimentation and erosion control
measures proposed for placement in waters of the US. The structures
should be depicted on maps, surveys or drawings showing location
jurisdictional wetlands and streams.
Please see Appendix B.
4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP #12 -Utility Line Activities
12
structures and
and measures
and impacts to

4.1.1. Pipeline/utility line construction through jurisdictional waters and wetlands will be
accomplished utilizing directional drilling/boring methods to the maximum extent
practicable.
Not applicable for this project.
4.1.2. Temporary discharge of excavated or fill material into wetlands and waters of the
United States will be for the absolute minimum period of time necessary to accomplish the
work. Temporary discharges will be fully contained with appropriate erosion control or
containment methods or otherwise such fills will consist of non -erodible materials.
This project will comply with this condition.
4.1.3. The work area authorized by this permit, including temporary and/or permanent fills,
will be minimized to the greatest extent practicable.
This project will comply with this condition.
4.1.4. In areas where a sub -aqueous utility line is to cross a federally -maintained channel,
(i.e., the Atlantic Intracoastal Waterway [AIWW]), the line will be buried at least six (6) feet
below the allowable overdepth of the authorized channel, including all side slopes. For
area outside federally -maintained channels, sub -aqueous lines must be installed at a
minimum depth of two (2) feet below the substrate when such lines might interfere with
navigation.
Not applicable for this project.
4.1.5. The minimum clearance*(see NOTE in 4.3.6.) for aerial communication lines, or any
lines not transmitting electrical power, will be ten (10) feet above the clearance required
for nearby stationary bridges as established by the U.S. Coast Guard.
Not applicable for this project.
4.1.6. The minimum clearance* for an aerial line, transmitting electrical power, is based
on the low point of the line under conditions that produce the greatest sag, taking into
consideration temperature, load, wind, length or span and the type of supports.
Not applicable for this project.
4.1.7. On navigable waters of the US, including all federal navigation projects, where there
is no bridge for reference for minimum clearance, the proposed project will need to be
reviewed by the US Army Corps of Engineers to determine the minimum clearance
between the line and MHW necessary to protect navigational interests.
Not applicable for this project.
4.1.8. A plan to restore and re -vegetate wetland areas cleared for construction must be
submitted with the required PCN. Cleared wetland areas shall be re -vegetated to the
maximum extent practicable with native species of canopy, shrub, and herbaceous
species. Fescue grass shall not be used.
This project will comply with this condition.
4.1.9. For the purposes of this NWP, any permanently maintained corridor along the utility
ROW within forested wetlands shall be considered a permanent impact and a
compensatory mitigation plan will be required for all such impacts associated with the
requested activity.
This project will comply with this condition.
13

4.1.10. Use of rip -rap or any other engineered structures to stabilize a stream bed should
be avoided to the maximum extent practicable. If riprap stabilization is needed, it should
be placed only on the stream banks, or, if it is necessary to be placed in the stream bed,
the finished top elevation of the riprap should not exceed that of the original stream bed.
This project will comply with this condition.
4.1.11. When directional boring or horizontal directional drilling (HDD) under waters of the
U.S., including wetlands, permittees shall closely monitor the project for hydraulic
fracturing or "fracking." Any discharge from hydraulic fracturing or "fracking" into waters of
the U.S., including wetlands, shall be reported to the appropriate Corps Regulatory Field
Office within 48 hours. Restoration and/or mitigation may be required as a result from any
unintended discharges.
Not applicable for this project.
E. Section 401 Water Quality Certification
Activities meeting any one of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality:
a) Permanent impacts to any wetlands and/or waters, including streams; or
b) Any stream relocation; or
c) Impacts to any wetlands and/or waters if the maintenance corridor in a wetland or at a
stream crossing is greater than 15 feet wide (except activities located in areas with
Riparian Area Protection Rules when the maintenance corridor at stream crossing
must be 10 feet wide or less). Gas pipelines may have a maintenance corridor wider
than fifteen feet if mitigation is provided for these additional wetland fills.
d) Any impact associated with a Notice of Violation or an enforcement action for
violation(s) of 4WQ Wetland Rules (15A NCAC 02H .0500), Isolatedtarian
tland Rules
(15A NCAC 02H. 1300), DWQ Surface Water or Wetland Standards, or Buffer
Rules (15A NCACO2B .0200); or
e) Any impacts to streams and/or buffers in the Neuse, Tar -Pamlico, or Catawba River
Basins or in th Randleman, Jordan or Goose Creek Watersheds (ora y other basin
or watershed ith Riparian Area Protection Rules [Buffer Rules] in effedtat the time of
application) un ess the activities are listed as "EXEMPT" from these rules or a Buffer
Authorization Certificate is issued through N.C. Division of Coastal Management
(DCM) delegation for "ALLOWABLE" activities.
The project appears to qualify for written approval since it meets one of the thresholds
listed above.
Activities included in this General Certification that do not meet one of the thresholds listed
above do not require written approval from the Division if they comply with the Conditions
of Certification listed below. If any of these Conditions cannot be met, then written approval
from the Division is required.
14

Conditions of Certification
1. No impacts beyond those authorized in the written approval or beyond the
threshold of use of this certification.
2. Standard erosion and sediment control practices must be in full compliance with
all specifications.
3. No sediment and erosion control measures in wetlands or waters.
4. An NPDES Construction Stormwater Permit is required for construction projects
that disturb one or more acres of land.
5. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities.
6. Work in the Dry
All work in or adjacent to stream waters shall be conducted so that the flowing stream
does not come in contact with the disturbed area.
7. Riparian Area Protection (Buffer) Rule
Activities located in the protected riparian areas (whether jurisdictional wetlands or not),
within the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan, or
Goose Creek Watersheds.
8. Compensatory Mitigation
In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required
for losses of equal to or greater than 150 linear feet of streams (intermittent and perennial)
and/or equal to or greater than one (1) acre of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for activities classified as "Allowable with Mitigation" or "Prohibited" within the
Table of Uses.
9. Relocated stream designs should include the same dimensions, patterns, and
profiles as the existing channel (or a stable reference reach if the existing channel
is unstable), to the maximum extent practical.
10. Utility lines within the Riparian Buffers shall be installed in accordance with the
Table of uses in the most recent version of the appropriate buffer rules. Utility lines
shall not cross a stream channel at other than a near -perpendicular direction (i.e.
stream channel crossings shall not be at an angle of less than 75 degrees or more
than 105 degrees to the stream bank).
11. Any wastewater line that crosses any stream shall be installed in accordance with
the most recent version of the Gravity Sewer Minimum Design Criteria.
15

12. If concrete is used during the construction, then all necessary measures shall be
taken to prevent direct contact between uncured or curing concrete and waters of
the state.
13. Any rip -rap required for proper culvert placement, stream stabilization, or
restoration of temporarily disturbed areas shall be restricted to the area directly
impacted by approved construction activity.
14. Annual native species suitable for wet locations shall be planted and established
within jurisdictional wetlands for soil and erosion control. Non-native perennials
such as fescue are prohibited.
15. A one-time application of fertilizer to re-establish vegetation is allowed in disturbed
areas including riparian buffers, but is restricted to no closer than 10 feet from top
of bank of streams.
16. The construction corridor (including access roads, sediment and erosion control
measures and stockpiling of materials) is limited to 40 feet (12 .2 meters) in width
in wetlands and across stream channels and must be minimized to the maximum
extent practicable.
17. Permanent, maintained access corridors shall be restricted to the minimum width
practicable and shall not exceed 15 feet in width except at manhole locations.
18. An anti -seep collar shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet (45. 7 meters) up the gradient until the utility exits the
wetland for buried utility lines.
19. The applicant shall have a specific plan for restoring wetland contours. Any excess
material w�ll be removed to a high ground disposal area.
20. If an environmental document is required under the National or State Environmental
Policy Act (NEPA or SEPA), then this General Certification is not valid until a
Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by
the State clearinghouse.
21. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be
contacted to determine if Coastal Stormwater Regulations will be required.
22. This General Certification does not relieve the applicant of the responsibility to
obtain all other required Federal, State, or Local approvals.
23. The applicant/permittee and their authorized agents shall conduct all activities in a
manner consistent with State water quality standards (including any requirements
resulting from compliance with §303(d) of the Clean Water Act), and any other
appropriate requirements of State and Federal Law.
24. When written authorization is required for use of this certification, upon completion
of all permitted impacts included within the approval and any subsequent
modifications, the applicant shall be required to return the certificate of
completion attached to the approval.
16

25. Additional site-specific conditions, including monitoring and/or modeling
requirements, may be added to the written approval letter for projects proposed
under this Water Quality Certification to ensure compliance with all applicable water
quality and effluent standards.
26. This certification grants permission to the director, an authorized representative of
the Director, or DENR staff, upon the presentation of proper credentials, to enter
the property during normal business hours.
This project will comply with the conditions listed above, if applicable.
17

D -- Path: Y:\G15\GI5_WorkWctve_Jobe\5G4149_Clubhowe to_CarolmaMape\564149 Pmlect L—t,on NC.mrd - Date 5aed: I y4/2017

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1'UNY/IR.UT: 4111I01TR011:R1.\'0.,11 UTE 1511101ST0S,T]11" CLUBHOUSE TO CAROLINA
P: 713.530.5.1W
NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA I inch = 5.000 feet
Document Path:

fires
APPENDIX B
ROANOKE RIVER AERIAL CROSSING AND FEMA FLOODPLAIN

1,179.63'
emA ANGLER
vab."'r►' ENVIRONMCNTAI.
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Roanoke River
821' TDB
TO TOB
PLAN AND PROFILE
*Not to scale
FIGURE 1
I PREPARED FOR
CLUBHOUSE TO CAROLINA DOMINION ENERGY
I "—A",tk,en.imnnnrxlcam I NORTHAMPTON AND HALIFAX COUNTY I I
NORTH CAROLINA
Document Path: G\GIS_Work\Acfive_Jobs\564149_Clubhouse_to_Carolina\maps1564149_RoanokeRiver_Profile2.mad - Date Saved: 12/19/2017

11/13/2017 ArcGIS - FEMA's National Flood Hazard Layer (Official)
FEMA's National Flood Hazard Layer (Official)
Data from Flood Insurance Rate Maps (FIRMS) where available digitally. New NFHL FIRMette Print app available: 1km
i
http://tinyuri.com/j4xwp5e
USGS The National Map: Orthoimagery I National Geospatial-Intelligence Agency (NGA); Delta State University; Esri I Print here instead:
http://tinyurl.com/j4xwp5e Support: [e-mail] I USGS The National Map: Orthoimagery
http://www.arcgis.com/home/webmap/print.htmi 1/1

11/13/2017 ArcGIS - FEMA's National Flood Hazard Layer (Official)
FEMA's National Flood Hazard Layer (Official)
Data from Flood Insurance Rate Maps (FIRMS) where available digitally. New NFHL FIRMette Print app available: 1km
http://tinyuri.com/j4xwp5e
USGS The National Map: Orthoimagery I National Geospatial-Intelligence Agency (NGA); Delta State University; Esri I Print here instead:
http://tinyurl.com/j4xwp5e Support: [e-mail] I USGS The National Map: Orthoimagery
http://www.arcgis.com/home/webmap/print.htmi 1/1

11/13/2017
ArcGIS - FEMA's National Flood Hazard Layer (Official)
Data from Flood Insurance Rate Maps (FIRMs) where available digitally. New NFHL FIRMette Print app available: ikm
http://tinyurl.com/j4xwp5e
USGS The National Map: Orthoimagery I National Geospatial-Intelligence Agency (NGA); Delta State University; Esri I Print here instead:
http://tinyurl.com/j4xwp5e Support: [e-mail] I USGS The National Map: Orthoimagery
http://www.arcgis.com/home/webmap/print.htmi 1 /1

11/13/2017 ArcGIS - FEMA's National Flood Hazard Layer (Official)
FEMA's National Flood Hazard Layer (Official)
Data from Flood Insurance Rate Maps (FIRMs) where available digitally. New NFHL FIRMette Print app available: 1km
http://tinyuri.com/j4xwp5e
USGS The National Map: Orthoimagery I National Geospatial-Intelligence Agency (NGA); Delta State University; Esri I Print here instead:
http://tinyurl.com/j4xwp5e Support: [e-mail] I USGS The National Map: Orthoimagery
http:/Iwww.aregis.com/home/webmap/print.htmi 1/1

Or s
APPENDIX C
EROSION AND SEDIMENT CONTROL MAPS

Section
Page
Standard Notes* Details
Sheet 2
Site Specific Seeding Mixtures
Sheet 3
Sheet Index
Sheet 4
Legend
Sheet 5
Soils Descriptions
Sheet 6
Aerial and Soils Overviews
Sheet 7 — 14
ESS Plans
Sheet 15 — 93
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71A }Jw
INDEX
CLUBHOUSE TO CAROLINA
NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINAI SII EET
)ocume 4 Path: v\G15\G15_Work\Act,e_Job5\564149_Clubhouse to_Caroli nalmaps\En5_NC1564 149 Inde.—J - Date 5aved: 1 2115/2017

EROSION AND SEDIMENT CONTROL NOTES:
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY INVERTS AND LOCATIONS OF THE
EXISTING STORM SEWER SYSTEM AND CULVERTS PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND
CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY DISCREPANCY IN INVERTS AND LOCATIONS EXIST.
2. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL CONSTRUCTION MATERIAL, METHODS, AND
TESTING ARE TO CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARD SPECIFICATIONS
AND PROVISIONS, ITS CURRENT SUPPLEMENTS AND STANDARDS DRAWING INDEX, AND DOMINION
REQUIREMENTS AND SPECIFICATIONS, AS APPLICABLE.
3. THE CONTRACTOR SHALL CONFIRM THAT ALL NECESSARY PERMITS ARE OBTAINED AND COMPLY
WITH LOCAL REGULATIONS.
4. SURFACE DRAINAGE SHALL BE DIVERTED FROM EXCAVATIONS (IF ANY), AND STOCKPILE AREAS (IF
ANY) SUCH THAT PROPER 51TE CONDITIONS ARE MAINTAINED AND EROSION DUE TO 5TORMWATER
RUNOFF, OR SEEPAGE 15 PREVENTED OR MINIMIZED.
5. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY ALL PERMIT CONDITIONS,
INSPECTIONS, SCHEDULES AND OTHER RELEVANT REGULATORY AGENCY RULES AND REGULATIONS.
G. BMPS: MATTING, WATER BARS, CON5TRUCITON ENTRANCE, ROLLED ER0510N CONTROL PRODUCTS,
TEMPORARY BRIDGE CR0551NG (STREAM CK0551NG), STABILIZATION AND SILT FENCE.
7. TEMPORARY SLOPE STABILIZATION: CONTRACTOR SHALL PROVIDE FOR THE SAFETY OF TEMPORARY
501L EMBANKMENT AND SHORING REQUIREMENTS AT NO ADDITIONAL C05T TO THE OWNER.
8. POTENTIAL POLLUTANTS DURING CON5TRUCTION: DELETERIOUS, TOXIC, OR CONTAMINATED
MATERIAL, IF ENCOUNTERED, 15 TO BE STOCKPILED OR REMOVED FROM THE 51TE AS DIRECTED BY
THE OWNER AND DISPOSED OF IN AN APPROVED LANDFILL. CONTACT LOCAL EMERGENCY OFFICIAL
REPRESENTATIVES IN CASE OF ANY SPILLS OR CONTAMINATION OF A CHEMICAL NATURE PRIOR TO
ANY OTHER ACTION.
9. INSPECTIONS: CONTRACTOR TO INSPECT CONSTRUCTION SITE FOR EROSION PROBLEMS ONCE A
WEEK AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. CONTRACTOR TO PROVIDE AND
MONITOR A RAIN GUAGE ON 51TE AND RECORD DAILY RAINFALL AMOUNTS.
10. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT UNTIL THE COMPLETION OF ALL
CONSTRUCTION OPERATIONS. EROSION CONTROLS AT ALL INLET DRAINAGE STRUCTURES DURING
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DE51GN MANUAL.
1 1. IF NECESSARY, CONTRACTOR SHALL INSTALL TURBIDITY BARRIER, AND USE STREET SWEEPER TO
CLEAN ANY OFF-SITE TRACKING OF SOIL. CONTRACTOR 15 RESPONSIBLE FOR INSTALLING ANY
ADDITIONAL EROSION CONTROLS IF IT BECOMES NECESSARY TO MEET STATE AND LOCAL
STANDARDS AND TO COMPLY WITH THI5 PLAN.
12. WASTE DISPOSAL: ALL WASTE SUCH AS DISCARDED BUILDING MATERIALS, CHEMICAL, LITTER, AND
SANITARY WASTE SHALL BE PROPERLY CONTROLLED IN ACCORDANCE WITH ALL APPLICABLE STATE,
LOCAL, AND FEDERAL REGULATIONS. THERE SHOULD BE NO DISCHARGE OF SOLID MATERIALS,
INCLUDING BUILDING MATERIALS, TO SURFACE WATERS OF THE STATE OR AN M54.
Details I Ix I7.=d -
13. CONSTRUCTION ENTRANCES WILL BE PROVIDED AT EACH LOCATION WHERE CONSTRUCTION TRAFFIC
WILL EXIT THE SITE ONTO PUBLIC ROADS OR OTHER OFF-SITE PAVED AREAS. THE CONSTRUCTION
ENTRANCE SHALL CONSIST OF G. INCHES OF 2 TO 3 INCH NORMAL BALLAST WASHED STONE AND
SHALL BE A MINIMUM OF 50 FEET IN LENGTH (70 FEET - DOMINION STANDARDS). THE SURFACE OF
THE CONSTRUCTION ENTRANCE WILL BE PERIODICALLY CLEANED AND TOP -DRESSED AS NEEDED TO
PREVENT OFF-SITE MUD AND SEDIMENT TRANSPORT. THE CONSTRUCTION ENTRANCE DETAIL MAY BE
MODIFIED FOR PRIVATE DRIVES. SMALL STONE (#57) MAY BE USED. ACCESS ROADS NOTED ON THE
PIAN WILL BE FIELD VERIFIED BY THE CONTRACTOR. ANY CHANGES WILL BE NOTED ON "A5-13UILT"
DRAWING.
14. INLET PROTECTION AT ALL EXISTING INLETS THAT RECEIVE FLOWS FROM THE DISTURBED AREAS.
15. GRASSING REQUIREMENT WILL BE TAILORED TO SITE SPECIFIC CONDITIONS, STEEPNESS OF
SLOPES, CLIMATE, LOCATION, AND ELEVATION. SEEDING REQUIREMENTS MAY CHANGE IN CERTAIN
AREAS DUE TO PROPERTY OWNER REQUEST.
I G. ALL CONSTRUCTION ACCESS SHALL FOLLOW THE TYPICAL DETAILS NOTED IN THESE DETAILS
SHEETS.
17. ALL ROAD BEDS, SLOPED, AND DISTURBED AREAS SHALL BE STABILIZED AND SEEDED IN
ACCORDANCE WITH THE NEW `STABILIZATION TIMEFRAMES TABLE" BELOW.
NPDES Stormwater Discharge Permit for Construction Aclivsies (NC401) NCDENRIDivison of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
)ERactivs Aug. 3, 2011)
SITE AREA DESCRIPTION
STABIUZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
'!] High Quality Water (HOW) Zones
7 days
None
Slopss stepper than 3:1
Slopes 3:1 or flatter
7 days
If
If slopes are 10' or less in length and are
steeper than 2:1, 14 days are allowed.
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
NpMr except for perimeters and 14QW Zwws.
18. MINOR FIELD ADJUSTMENTS TO THE PROPOSED SEDIMENT AND EROSION CONTROL MEASURES
(SUCH AS SHIFTING THE POSITION OR SLIGHTLY RE -DIRECTING A SILT FENCE) WILL BE NECESSARY
TO ACCOUNT FOR REAL TERRAIN AND GROUND CONDITIONS. ALSO, ADDITIONAL SEDIMENT AND
EROSION CONTROL MEASURES COULD BE NECESSARY TO HELP PREVENT OFF-SITE SEDIMENTATION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR AT ALL TIMES TO HELP PREVENT EROSIVE
CONDITIONS AND OFF-SITE SEDIMENTATION FROM DEVELOPING ON THE CONSTRUCTION SITE.
SHOULD QUESTIONS, CONCERNS OR PROBLEMS ARISE CONCERNING THE I NSTALLATION OF THE
E4 -SC PLAN, PLEASE CONSULT THE ENGINEER FOR ASSISTANCE. MAJOR DEVIATIONS TO THE
APPROVED E45C PLAN MUST BE REPORTED TO THE ENGINEER OR PROJECT MANAGER.
19. SEDIMENT AND EROSION CONTROL MEASURES MUST BE MAINTAINED ON A DAILY BASIS DURING ALL
LINE CONSTRUCTION OPERATIONS.
20. WATERBARS SHALL BE USED TO DIVERT STORMWATER RUNOFF FROM ALL ACCESS ROADS. THE
INSTALLATION FREQUENCY OF THE WATERBARS SHALL BE DETERMINED PER THE APPROXIMATE
SLOPE OF THE ROAD AND THE PROVIDED TABLE IN DETAIL 5, SHEET 28. WHERE A SILT FENCE IS
SHOWN CROSSING AN ACCESS ROAD ON THE E45C PLAN, THE SILT FENCE SHALL BE BROKEN FOR
THE ACCESS ROAD AND A WATERBAR INSTALLED TO DIVERT RUNOFF TO THE SIDE SLOPES OF THE
TOAD AND ASSOCIATED SILT FENCING.
21. INSTALLATION AND REPAIR OF ACCESS ROADS SHALL USE SILT FENCE ON THE DOWN GRADIENT
SIDE OF THE ROAD AND WATERBARS TO DIVERT DRAINAGE BACK TO EXISTING CONTOURS.
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RECOMMENDED TEMPORARY SEED MIXES WITHIN FORESTED UPLANDS
LATE WINTER AND EARLY SPRING (DEC. I — APR. 1 5)
RYE (GRAIN)........................................................... 120 LB/ACRE
SUMMER (APR. 15 —AUG. 1 5)
GERMAN MILLET......................................................40 LB/ACRE
FALL (AUG. 15 — DEC. 30)
RYE (GRAIN)........................................................... 120 LB/ACRE
RECOMMENDED TEMPORARY SEED MIXES WITHIN WETLANDS
LATE WINTER AND EARLY SPRING (DEC. I — APR. 1 5)
RYE (GRAIN)...........................................................30 LB/ACRE
WHEAT..................................................................30 LB/ACRE
SUMMER (APR. 15 —AUG, 1 5)
GERMAN MILLET ...................................................... 10 LB/ACRE
BROWNTOP MILLET .................................................. 10 LB/ACRE
FALL (AUG. 15 —DEC. 30)
RYE (GRAIN)...........................................................30 LB/ACRE
WHEAT...................................................................30 LB/ACRE
RECOMMENDED TEMPORARY SEED MIXES WITHIN WETLANDS
SPECIES
COMMON NAME
PERCENT
ELYMUS RIPARIU5
RIVERBANK WILD RYE
20
AGK05T15 STOLONIFERA
CREEPING BENTGRA55
15
CAREX VULPINOIDEA
FOX SEDGE
12
PANICUM VIRGATUM
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15
POA PALUSTRIS
FOWL BLUEGRASS
15
DICHANTHELIUM CLANDE5TINUM
DEER TONGUE
8
BIDENS AR15TOSA
BIDEN5
7
JUNCU5 EFFUSU5, NC ECOTYPE
SOFT RUSH
4
5AGITTAKIA LATIFOLA
DUCK POTATO
2
SAURURUS CERNUUS
LIZARD TAIL
2
NURSE CROPS (SMALL GRAIN PR PEARL MILLET) SHALL BE ADDED TO AID THE ESTABLISHMENT OF
PERMANENET VEGETATION.
Document Path: Y:AG15V05 WorkVActve
149 North Carolina Notes and Details I I x 1 7 Seed
501L AMENDMENTS:
LIME AND FERTILIZER WILL BE APPLIED TO ALL SEEDED AREAS IN THE ABSENCE OF SPECIFIC
RECOMMENDATION FROM SOIL TESTS REPORTS AS RECOMMENDED BY THE HALIFAX COUNTY 501L
AND WATER CONSERVATION FOR CRITICAL AREAS. SOIL AMENDMENTS WILL GENERALLY BE APPLIED
AT THE FOLLOWING RATES:
TEMPORARY SEEDING APPLICATION
GROUND AGRICULTURAL LIMESTONE................................................2,000 LB/ACRE
10- 10- 10 FERTILIZER....................................................................750 LB/ACRE
PERMANENT SEEDING APPLICATION
GROUND AGRICULTURAL LIMESTONE................................................4,000 LB/ACRE
10- 10- 10 FERTILIZER.................................................................... 1,000 LB/ACRE
1, NO FERTILIZERS, HERBICIDES, OR PESTICIDES ARE TO BE USED ON-SITE WITHOUT PRIOR
APPROVAL OF THE PROPERTY OWNER AND NCDNER.
2. NO FERTILIZERS, LIME, OR MULCH WILL BE APPLIED TO WETLAND AREAS.
3. WEED -FREE MULCH WILL TYPICALLY BE APPLIED TO ALL SEEDED AREAS OR, IF APPLICABLE, TO
ALL COMPLETED AREAS REQUIRING PERMANENT SEEDING IN THE INTERIM BETWEEN ALLOWABLE
SEEDING PERIODS.
4. MULCH WILL TYPICALLY BE DRY UNCHOPPED STRAW APPLIED AT 4,000 LBS/ACRE.
5. MULCH MAY BE SPREAD BY HAND OR MULCH BLOWER AND WILL BE ANCHORED BY A MULCH
ANCHORING TOOL OR EMULSIFIED ASPHALT APPLIED AT A TYPICAL RATE OF 20 GAL/ 1,000
SQUARE FEET. MULCH MAY BE APPLIED BY HYDROMULCHING AT A TYPICAL RATE OF 4,000
LBS/ACRE OF WOOD CELLULOSE FIBER AND TRACKIFIER.
G. TWO STEP HYDROMULCH APPLICATION PROCESS — LIME BEFORE
STEP I — 1/3 MULCH, ALL SEED, ALL INOCULATES, ALL FERTILIZER
STEP 2 — 2/3 MULCH (IF FROM TOWER, PERFORM IN OPPOSING DIRECTION
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BA5E DATA
EXISTING STRUCTURE
® NEW STRUCTURE
0 FLOW ARROW
CONTOUR
APPROXIMATE ROADS
APPROXIMATE PROJECT LIMITS
STREAM LIMITS
PALUSTRINE EMERGENT (PEM) WETLAND LIMITS
® PALUSTRINE FORESTED (PFO) WETLAND LIMITS
:.;`• PALUSTRINE OPEN WATER (POW) WETLAND LIMITS
PALUSTRINE SCRUB SHRUB (PSS) WETLAND LIMITS
SOILS LIMITS
APPROXIMATE PARCEL LIMITS
0 COUNTY LINE
E*5 MEASURES
►-a- PREFERRED ACCESS - NO EXISTING ACCESS
PREFERRED ACCESS - EXISTING
EXISTING ENTRANCE
0 TEMPORARY GRAVEL ENTRANCE
TM TIMBER MAT
APPROXIMATE LIMITS OF DISTURBANCE
sF SILT FENCE
IMPACTS
TEMPORARY WETLAND IMPACT
® PERMANENT WETLAND IMPACT
FC-,FNn
CLUBHOUSE TO CAROLINA
NORTHAMFTON AND HALIFAX COLJNTIES, NORTH CAROLINAI SHEET 5
D——t Path. Y.\GIS\GIS_\& rkWctive_Job5\5G4149Clubhou5c_to_Carolina\m aps\En5_NC15G4 149_Lege d_mJ - Date Saved: 121J 8/2017

Northampton County
Hydric 50115:
5o115 with Hydric Inclu51on5:
GoA - Gold5boro sandy loam
GxC - Grltney sandy loam
BoB - Bonneau loamy sand
BoC - Bonneau loamy sand
CrB - Craven fine sandy loam
Ly - Lynchburg fine sandy loam
Le - Lenoir 511t loam
Be - Bethera 511t loam
Wh - Wehadkee loam
Ra - Ra1n5 fine sandy loam
Non -hydric 5od5:
Cas - Caroline sandy loam
Cc - Congaree 511t loam
GxB - Grltney sandy loam
LtD - L1Ili ncgton-Turbev1Ile complex
NoA - Norfolk sandy loam
Nos - Norfolk sandy loam
P6jE2 - Pacolet gravelly sandy clay loam
T55 - Turbevllle sandy loam
Tu5 - Turbev111e gravelly sandy loam
Ud - Udorthent5
ME - Winton fine sandy loam
Unknow Soil Type:
W - Water
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I'IRPORATE 5020 MONTROSERIVD_ SUITE 6% HOUSTON, TX 77006
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Hydric 50115:
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50115 with Hydric Inclu51on5:
NONE
Non -hydric 5o115:
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Unknow Soil Type:
NONE
SOILS DE5CKI PTION PAGE
CLUBHOUSE TO CAROLINA
NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
Date 5—d: 1 1/2 J
SHEET G

INCH
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256: 3999-87-7985 - KAPSTONE KRAFT PAPER CORP
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251:
4909-68-0989
- GASTON COOPERATIVE INC
252:
4909-78-0763
- PUTNEY FREDDIE HEIRS
253:
4909-58-9364
- POWELL ROBERT LEE HEIRS AND POWELL LILLIE
254:
4909-58-9296
- PUTNEY MARGARET
255:
4909-68-0069
- PUTNEY FREDDIE HEIRS
258:
4909-57-7656
- LONG HENRY BOURNE TRUSTEE
259:
4909-57-8282
- LONG HENRY BOURNE TRUSTEE
260:
4909-56-6771
- FLOYD DAVID HEIRS
261:
4909-56-6617
- LASHLEY JOHNNIE
262:
4909-56-5644
- FLOYD DAVID HEIRS
263:
4909-56-4576
- MATHIS MAYOLA VINCENT AND VINCENT PAUL CEPHUS
264:
4909-56-5401
- VINCENT DANTONIO L
265:
4909-56-8202
- LEE ESTHER B
266:
4909-55-1764
- LEE BENITA
267:
4909-55-1579
- MOORE J H HEIRS
268:
4909-45-5428
- LEE NORMAN TODD JR
269:
4909-23-6862
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241: 4000-96-6504 - HARGRAVE J T
243: 4000-84-8682 - NORTHAMPTON COUNTY
245: 4000-62-8734 - THOMAS C A ESTATE
247: 4000-61-7416 - THOMAS CLARA S
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242: 4000-75-4062 - ENVIVA PELLETS NORTHAMPTON LLC
244: 4000-83-6121 - 510 REPP ONE LLC
246: 4000-82-4234 - ROBINSON FARMS LLC
248: 4000-70-7911 - GRANT DAVID MARSHALL AND GRANT CAROL B
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245: 4000-62-8734 - THOMAS C A ESTATE
247: 4000-61-7416 - THOMAS CLARA S
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227: 4011-02-9362 MALLOY KARLA AND BECKFORD LAUREN
229: 4011-01-5989 TURNER RONALD
231: 4011-01-0550 - ROOK JENNIE
233: 4011-00-4911 MOORE JAMES AND MOORE MITTIE
235: 4011-00-0257 SLEDGE DAVID KEITH
237: 4010-09-3785 - JOHNSON DIANNA AND GARNER HEIRS
239: 4010-09-2336 - GARNER DONALD C AND GARNER JANET
241: 4000-96-6504 - HARGRAVE J T
228: 4011-02-7193 - TURNER BYRON AND TURNER KIMBERLY
230: 4011-01-3853 - PHILPOTT HEATHER AND FUNDERBURK PATRICIA
232: 4011-01-2019 - MOORE EDWARDS AND EDWARDS
234: 4011-00-7745 - DANIEL ROSA M
236: 4011-00-3124 - GASTON VOLUNTEER FIRE DEPARTMENT
238: 4000-99-7730 - WALLACE GEORGE WARREN AND WALLACE CHERYL A
240: 4000-98-8334 - WELLS J S JR
242: 4000-75-4062 - ENVIVA PELLETS NORTHAMPTON LLC
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50 100
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SHEET 22

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NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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CLUBHOUSE TO CAROLINA
NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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NORTHAMPTON AND HALIFAX COUNTIES. NORTH CAROLINA
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NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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P: 713.520.5400
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NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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NORTHAMP ON AND HALIFAX COUNTIES. NORTH CAROLINA 51-1EET 38
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OVERHEAD STRUCTURE
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NORTHAMPTON AND HALIFAX COUNTIE5. NORTH CAROLINA
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SHEET 39

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COMPLETED WORK/ FINAL GRADING
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50 100
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SHEET 40

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PERMANENT SEED MIX UPON COMPLETION OF WORK.
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NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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INCH = 50 FEET
50 100
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SHEET 4 1

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COMPLETED WORK/ FINAL GRADING
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CERTIFIED RESPONSIBLE LAND D15TRUBER
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P: 713.5705400
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NORTHAMPTON AND HALIFAX COUNTIE5. NORTH CAROLINA
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INCH = 50 FEET
50 100
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(D
SHEET 42

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I INCH = 50 FEET
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I INCH = 50 FEET
50 100
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SHEET 44

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SHEET 46
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INSTALLED E$5 CONTROL STRUCTURAL MEASURES
COMPLETED WORK/ FINAL GRADING
51TE REHABILITATION COMPLETE
IN5PECTION AFTER HEAVY RAIN (SEE INSPECTION LOGS)
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I INCH = 50 FEET
50 100
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5H EET 47
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INSTALLED E$5 CONTROL STRUCTURAL MEASURES
COMPLETED WORK/ FINAL GRADING
51TE REHABILITATION COMPLETE
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INSTALLED E45 CONTROL STRUCTURAL MEASURES
COMPLETED WORK/ FINAL GRADING
SITE REHABILITATION COMPLETE
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2 -;'Dom n1
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NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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INSTALLED E*5 CONTROL 5TRUCTURAL MEASURES
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517E REHABILITATION COMPLETE
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50 100
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SHEET 52

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CERTIFIED RESPONSIBLE LAND D15TRUBEK
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CERTIFIED RE5PON551-E LAND D15TRUEEK
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INCH = 50 FEET
50 100
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SHEET 55

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PERMANENT SEED MIX UPON COMPLETION OF WORK.
-/ss—_--
1
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NOKTHAMFJON AND HALIFAX COUN11E5. NORT CARO[ INA
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50 100
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SHEET 56

ALL DISTURBED AREAS TO BE STABILIZED WITH
PERMANENT SEED MIX UPON COMPLETION OF WORK.
INSTALLED E*5 CONTROL STRUCTURAL MEA5URE5
COMPLETED WORK / FIN AL GRADING
51TE REHABILITATION COMPLETE
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CERTIFIED RESPONSIBLE LAND D15TRUBER
res
5070 MONTROSE BLVD., SUITE 650 HOUSTON. TX 77006
P: 7135705400
2i --Dominion
TYPICAL E*S PLAN
OVERHEAD STRUCTURE
CLUBHOU5E TO CAROLINA
NORTHAMPTON AND HALIFAX COUNTIES. NORTH CAROLINA
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I INCH = 50 FEET
50 100
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SHEET 57

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PERMANENT SEED MIX UPON COMPLETION OF WORK.
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CERTIFIED RESPONSIBLE LAND DISTRUBER
res
CORPORATE 5020 MONTROSE BLVD.. SUITE 651 HOUSTON. T% 77006
P: 713.520.5400
2----',�ominion
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OVERHEAD STRUCTURE 1p
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NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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COMPLETED WORK/ FINAL GRADING
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CERTIFIED RESPONSIBLE LAND DISTRUBER
res
CORPORATE 5020 MONTROSE BLVD.. SUITE 651 HOUSTON. T% 77006
P: 713.520.5400
2----',�ominion
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OVERHEAD STRUCTURE 1p
CLUBHOUSE TO CAROLINA
NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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50 100
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SHEET 58

ALL DISTURBED AREAS TO BE 5TA13ILIZED WITH
PERMANENT SEED MIX UPON COMPLETION OF WORK.
INSTALLED E45 CONTROL 5TRUCTURAL MEASURES
COMPLETED WORK/ FIN AL GRADING
51TE REHABILITATION COMPLETE
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CERTIFIED RE5PON51BLE LAND D15TRUBER
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11 713 52h 14N1
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a
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130/170
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50 100
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SHEET 59

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PERMANENT SEED MIX UPON COMPLETION Of WORK.
-----------------------
130/1,71
----- 130/171 •
130/171
1-4
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COMPLETED WORK/ FINAL GRADING
51TE REMABILITATION COMPLETE
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CERTIFIED RE5PON51BLE LAND D15TRUBER
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5020 MONTROSE BLVD.. SUITE 650 HOUSTON. TX 77W6
2;.-Vominion
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OVERHEAD STRUCTURE
CLUBHOUSE TO CAROLINA
NORTHAMPTON AND r1ALIFAX COUNTIL5. NORTH CAROLINA
Document Path: Y:\G15\GI5WorMgct— Jobe\5G41490Wbh—e_to_Carohna\map,\En5 NC\564149_En5_Overhead_5tm,:Wre_New.mxd - Date Saved: 1 2/15/2017
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SHEET 60

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INSTALLED E*S CONTROL STRUCTURAL MEASURES
COMPLETED WORK/ FINAL GRADING
SITE REHABILITATION COMPLETE
INSPECTION AFTER HEAVY RAIN (SEE INSPECTION LOGS)
CERTIFIED RESPONSIBLE LAND DISTRUEER
0
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TYPICAL E*5 PLAN
OVERHEAD STRUCTURE
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NORTHAMPTON AND HALIFAX COUNTIES. NORTH CAROLINA
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NORTHAMPTON AND HALIFAX COUNTIES. NORTH CAROLINA
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5H EET 6 I

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1
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CERTIFIED RESPONSIBLE LAND DISTRUBER
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NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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INCH = 50 FEET
50 100
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5HEET 62

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PERMANENT SEED MIX UPON COMPLETION OF WORK.
H
IN5TALLED E$5 CONTROL STRUCTURAL MEASURES
COMPLETED WORK / FIN AL GRADING
5ITE REHABILITATION COMPLETE
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P: 713.510.W
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OVERHEAD STRUCTURE
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NORTHAMPTON AND HALIFAX COUNTIES. NORTH CAROLINA
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INCH = 50 FEET
50 100
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SHEET 63

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PERMANENT SEED MIX UPON COMPLETION OF WORK.
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TYPICAL E*S PLAN
OVERHEAD STRUCTURE
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CLUBHOUSE TO CAROLINA
NORTHAMPTON AND HALIFAX COUNTIES. NORTH CAROLINA
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NORTHAMPTON AND HALIFAX COUNTIES. NORTH CAROLINA
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CERTIFIED RE5PON51BLE LAND D15TRUBER
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OVERHEAD STRUCTURE
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NORTHAMPTON AND HALIFAX COUNTIES. NORTH CAROLINA
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TYPICAL ESS PLAN
OVERHEAD STRUCTURE
CLUBHOU5E TO CAROLINA
NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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CERTIFIED RE5PON515LE LAND D15TRUBER
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NOKThIAMFTON AND tIALIFAX COUNTIES. NORTH CAROLINA
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OVERHEAD STRUCTURE
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NORTHAMPTON AND HALIFAX COUNTIES, NORTH CAROLINA
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F-MONXINI-91
PRELIMINARY JURISDICTIONAL DETERMINATION AND WATERS OF THE U.S.
DELINEATION MAP

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2017-01199 County: Northamnton U.S.G.S. Quad: NC-ROANOKE RAPIDS
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Dominion Virginia Power
John Mulligan
Address: 701 E Cary Street
Richmond, VA. 23219
Telephone Number: [phone]
Size (acres) 355.78 acres (combined NC & VA) Nearest Town Roanoke Rapids
Nearest Waterway Roanoke Rfver River Basin Lower Roanoke
USGS HUC 03010107 Coordinates Latitude:63 483828
Longitude: -77.645625
Location description: This is a linear transmission Use that will run from Roanoke Rapids, NC up into Virginia. The
NC portion starts in Roanoke Rapids and ends at the border with Virginia. The line will to throueh a utility easement
that crosses over the Roanoke River in Northampton County, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area
. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the ate of
this notification.
There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
Page 1 of 2

There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Gary Beecher at [phone] or
Gary.H.BeecherQusace.armv.mil.
C. Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland
Delineation Manual and the Atlantic and Gulf Coastal Plain Regional Supplement.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. if you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date written: JUNE 8, 2017 Expiration Date: PJD's do not expire

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://regulatoU.Lisacestirvey.com/.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: John Mulligan
Dominion Vir iris Power
File Number: SAW -2017-01199 Date: NNE 8,201 7
_
Attached is: See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace,army.mil/Missions/CivilWorks/Re utt latoryProgramandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: if you received a Standard Permit, you may sign the pen -nit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the pen -nit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain teens and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

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

PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): December
2016 USACE PTD completion date Tune 8, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Michael Molnar 3751 Westerre
Parkway, Richmond, VA 23233 & Tohn Mulligan (Dominion ViWnia Power), 701 E Cary St. Richmond, VA 23219
C. DISTRICT OFFICE FILE NAME, AND NUMBER: Raleigh Office(Ori�n'nal office)
Washington Field Oj'` (Z Clubhouse to Carolinas Transmission Line, SAW -2017-01199
D. PROJECT LOCATIONS) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES)
State: NC County/parish/borough: Northampton and Halifax City: Roanoke Rapids
Center coordinates of site (lat(Iong in degree decimal format): Lat. 36.5488 N, Long. 77.5889"W.
Universal Transverse Mercator. (36.483828) (-77.6456257) (NC project coordinates)
Name of nearest water body: Roanoke River
Identify (estimate) amount of waters in the review area:
Non -wetland waters: 2,935 linear ft.
Cowardin Class: R3
Stream Flow: Perennial
Wetlands: 46.70 acres
Cowandin Class: 46.41 PEM; 0.29 PSS
Name of any water bodies on the site that have been identified as Section 10 waters:
Tidal:
Non -Tidal: Roanoke River 110 linear ft.
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLIES):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): October -November 2016 (USAGE field verifed on March 7, 2017)
1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit
applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an
approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time.
2. In any circumstance where a permit applicant obtaini an individual permit, or a Nationwide General Permit (NWP) or other
general permit verification requiring "pre -constriction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby
made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which
does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD
before accepting the terms and conditions of the permit uthorization, and that basing a permit authorization on an approved JD
could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the
right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit
authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that
undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the
applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable;
(6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any
form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on
the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal
court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as
is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or
individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal,
jurisdictional issues can be raised (see 33 C.F.R. 331.5(ax2)). If, during that administrative appeal, it becomes necessary to make
an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters
on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be " waters of the United States on the subject project site, and identifies all aquatic
features on the site that could be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for preliminary 3D (check all that apply - checked items should be included in case
file and, where checked and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
® Data sheets prepared/submitted by or on behalf of the applicant/consultant.
❑x Office concurs with data sheets/delineation report. GHB June 8, 2017
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name: 1:24000.
❑ USDA Natural Resources Conservation Service Soil Survey. Citation: NRCS Soil Survey - Wake County 1970.
❑ National wetlands inventory map(s). Cite name: USFWS - NWI.
❑ State/Local wetland inventory map(s):
❑ FEMA/[TRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): 2013.
or ® Other (Name & Date): Data 10/17-10/21; 10/31-11/4; 11/7
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should
not be relied upon for later jurisdictional determinations.
✓NLD ZJi7
Signatuk Ad date of
Regulatory Project Manager
(REQUIRED)
12/08/16
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining the signature is
Impracticable)

SAW -2017-01191 USACE Washington Field Office Action ID
-4A-W-9fl"-fi fl"5 - Aquatic Resource Inventory - 3/21/16
Estimated
Site number
Latitude
Longitude
Cowardin Class
amount of
Class of aquatic
aquatic resource
resource
in review area
WA/WB
36.5488
-77.5889
PEM
0.35764
Non -section 10
wetland
WC
36.5488
-77.5889
PEM
0.0171
Non -section 10
wetland
WD/WE
36.5488
-77.5889
PEM
0.3452
Non4ection 10
wetland
WF/WG
36.5488
-77.5889
PEM
0.5999
Non -section 10
wetland
WH/WI/WJ
36.5488
-77.5889
PEM
1.6644
Non -section 10
wetland
WK/WL
36.5488
-77.5889
PEM
1.4931
Non -section 10
wetland
WM/WN
36.5488
-77.5889
PEM
1.2895
Non -section 10
wetland
WO/WP
36.5488
-77.5889
PEM
0.3740
Non -section l0
wetland
WQ
36.5488
-77.5889
POW
0.5352
Non -section 10
non -wetland
WR/WS
36.5488
-77.5889
PEM
0.2121
Non -section 10
wetland
WT/WU
36.5488
-77.5889
PEM
3.2891
Non -section 10
wetland
WV/WW
36.5488
-77.5889
PEM
1.2267
Non -section' 10
wetland •
WX/WY/WZ
36.5488
-77.5889
PEM
1.3257
Non -section 10
wetland
WCA
36.5488
-77.5889
POW
4.2278
Non -section 10
non -wetland
WZ/WBA
36.5488
-77.5889
POW
4.5688
Non -section 10
non-wedand
WHA
36.5488
-77.5889
POW
0.1895
Non -sectio 10
non-wedadd
SA
36.5488
-77.5889
R3
154.31 LF
Non -section 10
non -wetland
SB
36.5488
-77.5889
R3
128.58 LF
Non -section 10
non -wetland
WDA/WEA
36.5488
1 -77.5889
R3
200.4 LF
Non -sectio 10
non- d
WFA/WGA
36.5488
-77.5889
R3 (Roanoke
110 LF
Section 10 n n -
River
wetland

S ITE DATA: NOTES: I A
TOTAL PROJECT AREA = 355.78 +/- AC 1, BASE MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL. �`t �'' `' L ` ��\ > • `, a
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GP5 LOCATED AND DELINEATED BY ANGLER` . I— V j
STREAMS ENVIRONMENTAL.Z z
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF) + ` ' W 1/I 0 E
LU
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF I •e _ _ m'�<<� w
OPEN WATER 2016, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE r ` �'
TOTAL POW = 19.96 +/- AC U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
WETLANDS ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:d ff� ' f A f p
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) / r ��jt — e w
TOTAL PEM = 46.4 I +/- AC f i Z'": d
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS r
TOTAL PFO = 0.00 +/- AC OF THE U.S. ARE DELINEATED BA5ED ON THE PRESENCE OF AN t =" c
TOTAL PSS = 0.29 +/- AC ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY `e -1k� A+- W w o
TOTAL WETLANDS = 4G.70 +/- AC J
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
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WETLAND FLAG
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WETLAND DATA POINT PROJECT MANAGER:
APPROXIMATE PROJECT LIMITS DRAWN:
zr. - STREAM LIMITS Joe NUMBER: MD
04 °- - ; - v PALUSTRINE EMERGENT (PEM) WETLAND LIMITS 5641.49
d ® PALUSTRINE FORESTED (PFO) WETLAND LIMITS DATE: 11121120IG
PALUSTRINE SCRUB SHRUB (PSS) WETLAND LIMITS REv1sloNs:
®PALUSTRINE OPEN WATER (POW) WETLAND LIMITS
NONE
• D a 501L5
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SITE DATA:
TOTAL PROJECT AREA = 355.78 +/- AC
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
STREAMS
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF)
OPEN WATER
TOTAL POW = 15.9G +/- AC
WETLANDS
TOTAL PEM = 4G.4 1 +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL P55 = 0.29 +/- AC
TOTAL WETLANDS = 4G.70 +/- AC
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Document Path: Y:\G15\GI5Work\Active Jo
NOTES:
1. BASE MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GPS LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
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® PALUSTRINE FORESTED (PFO) WETLAND LIMITS
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JOB NUMBER:
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DATE:
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REV15ION5:
NONE

SITE DATA:
TOTAL PROJECT AREA = 355.78 +/- AC
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
STREAMS
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF)
OPEN WATER
TOTAL POW = 19.9G +/- AC
WETLANDS
TOTAL PEM = 4G.41 +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL PSS = 0.29 +/- AC
TOTAL WETLANDS = 46.70 +/- AC
NOTES:
I . BASE MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GPS LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
2016, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
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JOB NUMBER:
5G41.49
DATE:
11/21/2016
REVISIONS:
NONE
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PROJECT MANAGER:
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DRAWN:
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JOB NUMBER:
5G41.49
DATE:
11/21/2016
REVISIONS:
NONE

SITE DATA:
TOTAL PROJECT AREA = 355.78 +/- AC
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
STREAMS
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF)
OPEN WATER
TOTAL POW = 19.9G +/- AC
WETLANDS
TOTAL PEM = 4G.4 I +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL PSS = 0.29 +/- AC
TOTAL WETLANDS = 4G.70 +/- AC
NOTES:
I . BASE MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GPS LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
A-
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PROJECT MANAGER:
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JOB NUMBER:
5G41.49
DATE:
I 112 1/20 J G
REV151ONS:
NONE

SITE DATA:
TOTAL PROJECT AREA = 355.78 +/- AC
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
STREAMS
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF)
OPEN WATER
TOTAL POW = 19.9G +/- AC
WETLANDS
TOTAL PEM = 4G.4 I +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL P55 = 0.29 +/- AC
TOTAL WETLANDS = 4G.70 +/- AC
s
w
Path: Y:\GIS\GI:
NOTES:
I . BASE MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GPS LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF -
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE i;`�`-----
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION ----__
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL: —
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS --,_
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S. 1
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DRAWN:
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JOU NUMBER:
564 1.43
DATE:
11/21/2016
REVISION5:
NONE
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PROJECT MANAGER:
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DRAWN:
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JOU NUMBER:
564 1.43
DATE:
11/21/2016
REVISION5:
NONE

S ITE DATA:
TOTAL PROJECT AREA = 355.78 +/- AC
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
STREAMS
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF)
OPEN WATER
TOTAL POW = 19.9G +/- AC
WETLANDS
TOTAL PEM = 4G.41 +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL PSS = 0.29 +/- AC
TOTAL WETLANDS = 4G.70 +/- AC
� - s
NOTES:
I . BASE MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GPS LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
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SHEET 42
PROJECT MANAGER:
J hi
DRAWN:
MD
JOB NUMBFR:
5C41.49
DATE:
1 112 1120 1 G
REV1510N5:
NONE

SITE DATA:
TOTAL PROJECT AREA = 355.78 +/- AC
TOTAL WATERS OF THE U.S. = 7 1.32 +/- AC
STREAMS
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF)
OPEN WATER
TOTAL POW = 19.9G +/- AC
WETLANDS
TOTAL PEM = 4G.4 I +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL P55 = 0.29 +/- AC
TOTAL WETLAND5 = 4G.70 +/- AC
NOTES:
I . BASE MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON TM15 MAP
WERE GPS LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORP5 OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
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DRAWN:
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JOB NUMBER:
5G41.43
DATE:
1 1 /21/201 G
REVISION5:
NONE

SITE DATA:
TOTAL PROJECT AREA = 355.78 +/- AC
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
STREAMS
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF)
OPEN WATER
TOTAL POW = 19.9G +/- AC
WETLANDS
TOTAL PEM = 4G.4 I +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL PSS = 0.29 +/- AC
TOTAL WETLANDS = 4G.70 +/- AC
I Moll MOW,
NOTES:
1. 13A5E MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GPS LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
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SHEET 40
PROJFC,T MANAGER:
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DRAwN:
MD
5G41.49
1 1/21/2016
NONE

SITE DATA:
NOTES:
TOTAL PROJECT AREA = 355.78 +/- AC
I . BA5E MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
7
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP-
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WERE GPS LOCATED AND DELINEATED BY ANGLER
STREAMS
ENVIRONMENTAL.
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF)
WETLAND FLAG
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
UPLAND DATA POINT
OPEN WATER
2016, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
TOTAL POW = 19.9G +/- AC
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
WETLANDS
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
WETLAND DATA POINT
TOTAL PEM = 4G.4 I +/- AC
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
APPROXIMATE PROJECT LIMITS
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
TOTAL PFO = 0.00 +/- AC
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
TOTAL P55 = 0.29 +/- AC
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
PALU5TRINE EMERGENT (PEM) WETLAND LIMITS
TOTAL WETLANDS = 4G.70 +/- AC
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
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DRAWN:
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JOB NUMBER:
5G41.49
DATE:
11/21/2016
REVISION5:
NONE
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SHEET 39
PROJECT MANAGER:
Jrl
DRAWN:
MD
JOB NUMBER:
5G41.49
DATE:
11/21/2016
REVISION5:
NONE

5ITE DATA:
TOTAL PROJECT AREA = 355.78 +/- AC
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
STREAMS
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF)
OPEN WATER
TOTAL POW = 19.9G +/- AC
WETLANDS
TOTAL PEM = 4G.4 I +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL P55 = 0.29 +/- AC
TOTAL WETLANDS = 4G.70 +/- AC
NOTES:
I . BA5E MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GP5 LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL,
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
i r ®I INCH = 200 FEET
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! - ® PALUSTRINE OPEN WATER (POW) WETLAND LIMITS
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SHEET 38
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Jrl
DRAWN:
MD
JOB NUMBER:
5G41.49
DATE:
1 1/21/2016
REVISION5:
NONE
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SHEET 38
PROJECT MANAGER:
Jrl
DRAWN:
MD
JOB NUMBER:
5G41.49
DATE:
1 1/21/2016
REVISION5:
NONE

SITE DATA:
TOTAL PROJECT AREA = 355.78 +/— AC
TOTAL WATERS OF THE U.S. = 71.32 +/— AC
STREAMS
TOTAL STREAMS = 4.GG +/— AC (2,935 +/— LF)
OPEN WATER
TOTAL POW = 19.9G +/— AC
WETLANDS
TOTAL PEM = 4G.41 +/— AC
TOTAL PFO = 0.00 +/— AC
TOTAL PSS = 0.29 +/— AC
TOTAL WETLANDS = 4G.70 +/— AC
NOTES:
I . BASE MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GPS LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
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7 APPROXIMATE PROJECT LIMITS
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PROJECT MANAGER:
JFl
DRAWN:
MD
JOB NUMBER:
5G41.49
I 1 /21 /201 G
15ION5:
NONE

SITE DATA:
TOTAL PROJECT AREA = 355.78 +/- AC
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
STREAMS
TOTAL STREAMS = 4.66 +/- AC (2,935 +/- LF)
OPEN WATER
TOTAL POW = 19.96 +/- AC
WETLANDS
TOTAL PEM = 4G.4 I +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL PSS = 0.29 +/- AC
TOTAL WETLANDS = 40.70 +/- AC
NOTES
I . BASE MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GPS LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATER5
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
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O 200 400
LEGEND
WETLAND FLAG
OUPLAND DATA POINT
WETLAND DATA POINT
APPROXIMATE PROJECT LIMITS
- STREAM LIMITS
® PALUSTRINE EMERGENT (PEM) WETLAND LIMITS
® PALUSTRINE FORESTED (PFO) WETLAND LIMITS
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PROJECT MANAGER:
J-,
DRAWN:
MD
JOB NUMBER:
5G41.49
DATE:
1 11211201 G
REVISION5:
NONE

SITE DATA:
TOTAL PROJECT AREA = 355.78 +/- AC
TOTAL WATERS OF THE U.S. = 7 1.32 +/- AC
STREAMS
TOTAL STREAMS = 4.GG +/- AC (2,035 +/- LF)
OPEN WATER
TOTAL POW = 19.OG +/- AC
WETLANDS
TOTAL PEM = 4G.4 I +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL PSS = 0.20 +/- AC
TOTAL WETLANDS = 44.70 +/- AC
NOTES:
1. BASE MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THIS MAP
WERE GP5 LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.5. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
OF THE U.S. ARE DELINEATED BASED ON THE PRESENCE OF AN
ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.
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SHEET 34
PROJECT MANACFR:
JFl
DRAWN:
MD
JOB NUMBFR:
564 I .49
DATE:
1 1/2 11201 6
REVISIONS:
NONE

SITE DATA:
TOTAL PROJECT AREA = 355.75 +/- AC
TOTAL WATERS OF THE U.S. = 71.32 +/- AC
STREAMS
TOTAL STREAMS = 4.GG +/- AC (2,935 +/- LF)
OPEN WATER
TOTAL POW = 19.9G +/- AC
WET-LAN03
TOTAL PEM = 4G.41 +/- AC
TOTAL PFO = 0.00 +/- AC
TOTAL PSS = 0.29 +/- AC
TOTAL WETLANDS 46.70 +/- AC
NOTES:
I. 13A5E MAPPING OBTAINED FROM ANGLER ENVIRONMENTAL.
2. LIMITS OF WETLANDS AND STREAMS DEPICTED ON THI5 MAP
WERE GPS LOCATED AND DELINEATED BY ANGLER
ENVIRONMENTAL.
3. WETLANDS WERE DELINEATED IN OCTOVER AND NOVEMBER OF
201 G, IN ACCORDANCE WITH PROCEDURES OUTLINED IN THE
U.S. ARMY CORPS OF ENGINEERS WETLAND DELINEATION
MANUAL, AS WELL AS THE REGIONAL SUPPLEMENT TO THE U.S.
ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL:
ATLANTIC AND GULF COASTAL PLAIN REGION (VERSION 2.0) /
EASTERN MOUNTAINS AND PIEDMONT REGION. OTHER WATERS
OF THE U.S. ARE DELINEATED 13A5ED ON THE PRESENCE OF AN
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ORDINARY HIGH WATER MARK, AS DEFINED BY THE U.S. ARMY _ 4
CORPS OF ENGINEERS DEFINITION OF A WATER OF THE U.S.IF
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SHEET 32
PROJECT MANAGER:
Jr,
DRAWN:
MD
JOB NUMBER:
5G41.49
DATE:
11/21/2016
REV151ON5:
NONE

s
APPENDIX E
THREATENED AND ENDANGERED SPECIES RESEARCH INFORMATION

f;.,,
ffW dN'ILIHIfE
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: November 13, 2017
Consultation Code: 04EN2000-2018-SLI-0129
Event Code: 04EN2000-2018-E-00277
Project Name: Clubhouse to Carolina
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the

11/13/2017 Event Code: 04EN2000-2018-E-00277
species' life histories and habitats and information on completing a biological assessment or
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan
(http://www.fws.gov/windenergy/eagle_guidance.html). Additionally, wind energy projects
should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing
impacts to migratory birds and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at:
http://www. fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm;
http://www.towerkill.com; and
h!W://www fws gov/migratoiybirds/CurrentBirdlssues/Hazards/towers/comtow html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.mnfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

11/13/2017 Event Code: 04EN2000-2018-E-00277
Attachment(s):
■ Official Species List

11/13/2017 Event Code: 04EN2000-2018-E-00277 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

11/13/2017 Event Code: 04EN2000-2018-E-00277 2
Project Summary
Consultation Code: 04EN2000-2018-SLI-0129
Event Code: 04EN2000-2018-E-00277
Project Name: Clubhouse to Carolina
Project Type: LAND - EASEMENT / RIGHT-OF-WAY
Project Description: Replacement of transmission lines from the Clubhouse substation to the
Roanoke Rapids substation.
Project Location:
Approximate location of the project can be viewed in Google Maps:
his: //www. google. com/maps/place/3 6.5113 3 3 795 67726N77 , 6069 7 84240113 7 W
Jok
-AR'�L�NA
South 1.
Rose MJ ry
Counties: Halifax, NC I Northampton, NC

11/13/2017
Event Code: 04EN2000-2018-E-00277
Endangered Species Act Species
There is a total of 4 threatened, endangered, or candidate species on this species list. Species on
this list should be considered in an effects analysis for your project and could include species
that exist in another geographic area. For example, certain fish may appear on the species list
because a project could affect downstream species. See the "Critical habitats" section below for
those critical habitats that lie wholly or partially within your project area under this office's
jurisdiction. Please contact the designated FWS office if you have questions.
Birds
NAME STATUS
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile: haps*Hecos.fws.gov/ecp/species/7614
Clams
NAME STATUS
Dwarf Wedgemussel Alasmidonta heterodon Endangered
No critical habitat has been designated for this species.
Species profile: hnps:Hecos.fws gov/ecp/snecies/784
Tar River Spinymussel Elliptio steinstansana Endangered
No critical habitat has been designated for this species.
Species profile: hhitps://ecos.fws.gov/ec}/species/1392
Yellow Lance Elliptio lanceolata Proposed Threatened
No critical habitat has been designated for this species.
Species profile: hnps:Hecos.fws.gov/ccp/species/4511
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

10/24/2017 Halifax County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Endangered Species, Threatened Species,Federal Species of Concern,
and Candidate Species,
Halifax County, North Carolina
Note:Marine Threatened and Endangered Species information can be found at the National Marine Fiseries
Service (NMFS) Endangered and Threatened Species website
Updated: 3-25-2015
Common Name Scientific name Federal Record Status
Status
Vertebrate:
American eel
Anguilla rostrata
FSC
Current
Bachman's sparrow
Aimophila aestivalis
FSC
Historic
Bald eagle
Haliaeetus leucocephalus
BGPA
Current
Carolina madtom
Noturus furiosus
FSC
Current
Cerulean warbler
Dendroica cerulea
FSC
Current
Red -cockaded woodpecker
Picoides borealis
E
Historic
Roanoke bass
Ambloplites cavifrons
FSC
Current
Southeastern myotis
Myotis austroriparius
FSC
Current
Invertebrate:
Atlantic pigtoe
Fusconaia masoni
FSC
Current
Chowanoke crayfish
Orconectes virginiensis
FSC
Current
Dwarf wedgemussel
Alasmidonta heterodon
E
Current
Green floater
Lasmigona subviridis
FSC
Current
Tar River spinymussel
Elliptio steinstansana
E
Current
Yellow lampmussel
Lampsilis cariosa
FSC
Current
Yellow lance
Elliptio lanceolata
FSC
Current
Vascular Plant:
Bog St. John's -wort
Hypericum adpressum
FSC
Historic
Virginia least trillium
Trillium pusillum var. virginianum
FSC
Current
Nonvascular Plant:
Lichen:
file:///Y:/JobFiles/5641.49%20-%20Clubhouse%20to%20Carolina/Regulatory/NC%20WOUS%20PermittingfTE%20-%20Cultural/Halifax%20County%2... 1/2

10/24/2017 Halifax County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to support
listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered Species
Act. In North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service)
define Federal Species of Concern as those species that appear to be in decline or otherwise in need of
conservation and are under consideration for listing or for which there is insufficient information to support
listing at this time.Subsumed under the term "FSC" are all species petitioned by outside parties and other
selected focal species identified in Service strategic plans, State Wildlife Action Plans, or Natural Heritage
Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land,
for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA):
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007.
After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the
primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit http://www.fws. ogrator,Ybirds/baldeagle.htm
Threatened due to similarity of appearance(T(S/A))1
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part of
the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.
file:///Y:/JobFiles/5641.49%20-%20Clubhouse%20to%20Carolina/Regulatory/NC%20WOUS%20Permitti nglTE%20-%20CulturaVHalifax%20County%2... 2/2

10/24/2017 Northampton County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Endangered Species, Threatened Species,Federal Species of Concern,
and Candidate Species,
Northampton County, North Carolina
Note:Marine Threatened and Endangered Species information can be found at the National Marine Fiseries
Service (NMFS) Endangered and Threatened Species website
Updated: 03-09-2015
Common Name
Vertebrate:
American eel
Bald eagle
Cerulean warbler
Rafinesque's big -eared bat
Red -cockaded woodpecker
Invertebrate:
Atlantic pigtoe
Chowanoke crayfish
Green floater
Vascular Plant:
Bog St. John's -wort
Reclining bulrush
Sandhills bog lily
Nonvascular Plant:
Lichen:
Scientific name
Federal
Record Status
Status
Anguilla rostrata
FSC
Current
Haliaeetus leucocephalus
BGPA
Current
Dendroica cerulea
FSC
Current
Corynorhinus rafinesquii
FSC
Current
Picoides borealis
E
Historic
Fusconaia masoni
FSC
Historic
Orconectes virginiensis
FSC
Current
Lasmigona subviridis
FSC
Current
Hypericum adpressum
FSC
Historic
Scirpus flaccidifolius
FSC
Current
Lilium pyrophilum
FSC
Historic
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to support
listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered Species
file://N:/JobFiles/5641.49%20-%20CIubhouse°/a20to%2OCarolina/Regulatory/NC%20WOUS%2OPermitting/fE°/a20-%2OCultural/Northampton%2OCou... 1/2

10/24/2017 Northampton County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Act. In North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service)
define Federal Species of Concern as those species that appear to be in decline or otherwise in need of
conservation and are under consideration for listing or for which there is insufficient information to support
listing at this time.Subsumed under the term "FSC" are all species petitioned by outside parties and other
selected focal species identified in Service strategic plans, State Wildlife Action Plans, or Natural Heritage
Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land,
for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA):
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007.
After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the
primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit hlW://www.fws.gov/migratoiybirds/baldea lg e.htm
Threatened due to similarity of appearance(T(S/A))
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part of
the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.
file:///Y:/JobFiles/5641.49%20-%20Clubhouse%20to%20Carolina/Regulatory/NC%20WOUS%20Permitting/TE%20-%20Cultural/Northampton%20Cou... 2/2

fires
APPENDIX F
CULTURAL AND HISTORIC RESOURCES RESEARCH INFORMATION

November 21, 2016
NR Points
0 NR Individual Listing
NR Listing, Gone
NRHD Center Point
NR Boundaries
National Register Boundary
❑ Boundary of Destroyed/Removed NR Listing
SL Points
*
SLDOEHD Center Point
■
SL Individual Entry
SL Boundaries
SL and DOE entry
❑
Study List Boundary
E
Study List Entry, Gone
F-1
Both SL and Determined Eligible Boundary
A
SL and DOE, Gone
DOE Points
A
Determined Eligible
* SLHD Center Point
A DOE. Gone
A SL and DOE
SL and DOE, Gone
* DOEHD Center Point
* SLDOEHD Center Point
DOE Boundaries
Determined Eligible Boundary
0.5 mile buffer
Both DOE and Study List Boundary
1:22,570
0 0.275 0.55 1.1 mi
�i i' Tr=r--ice
0 0.425 0.85 1.7 km
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,
CNES/Airbus DS, USDA, USGS,AeroGRID, IGN, and the GIS User
Community

November 21, 2016
NR Points
0 NR Individual Listing
0 NR Listing, Gone
* NRHD Center Point
NR Boundaries
National Register Boundary
aBoundary of Destroyed/Removed NR Listing
SL Points
*
SLDOEH D Center Point
■
SL Individual Entry
SL Boundaries
A
SL and DOE entry
❑
Study List Boundary
■
Study List Entry, Gone
Both Stand Determined Eligible Boundary
A
SL and DOE, Gone
DOE Points
A
Determined Eligible
SLHD Center Point
A DOE, Gone
A SL and DOE
L SL and DOE, Gone
DOEHD Center Point
* SL DO EH D Center Point
DOE Boundaries
Determined Eligible Boundary
Both DOE and Study List Boundary
1:22,570
0 0.275 0.55
0 0.425 0.85
1.7 km
Source: Esri, Digital Globe, GeoEye, Earthstar Geographics,
CNES/Airbus DS, USDA, USGS,AeroGRID, IGN, and the GIS User
Community

November 21, 2016
NR Points
0 NR Individual Listing
0 NR Listing, Gone
* NRHD Center Point
NR Boundaries
National Register Boundary
❑ Boundary of Destroyed/Removed NR Listing
SL Points
*
SLDOEH D Center Point
■
SL Individual Entry
SL Boundaries
A
SL and DOE entry
❑
Study List Boundary
■
Study List Entry, Gone
Both SLand Determined Eligible Boundary
♦
SL and DOE, Gone
DOE Points
A
Determined Eligible
SLHD Center Point
A DOE, Gone
Ak SL and DOE
J SL and DOE, Gone
*" DOEHD Center Point
`ti` SLDOEH D Center Point
DOE Boundaries
F1Determined Eligible Boundary
Both DOE and Study List Boundary
1:22,570
0 0.275 0.55 1.1 mi
�I II� I IT7-T
0 0.425 0.85 1.7 km
Source: Esri, Digital Globe, GeoEye, Earthstar Geographics,
CNES/Airbus DS, USDA, USGS,AeroGRID, IGN, and the GIS User
Community

1/30/2018
Clubhouse to Carolina NC TL 130
Clubhouse to Carolina
Limits
kh
NC HPO Historic Property
and Districts
National Register
NR Points
ArcGIS - Clubhouse to Carolina NC TL 130
I wuuy �.p
ti
i tto�je�
Point ^"
SLDOEHD Center
Point - y
Surveyed Only
G astIFNP1.128 Gasion SdooW
X012 tees Crate`
tzk
x
r,
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m
c
4*-"inoke
R aplds
IP
16411
BtytM R6
VIRGIRI.
•
Jacks Swamp
►recon Pr" Rd
2km
I
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, NGA, EPA, USDA
http://www.arcgis.com/home/webmap/print.html 1/1
NR Individual
Listing
•
NR Listing, Gone
*
NRHD Center Point
ree,
Determined
Eligible
DOE
Points
Determined
A
Eligible
A
DOE, Gone
A
SL and DOE
A
SL and DOE, Gone
DOEHD Center
ti
i tto�je�
Point ^"
SLDOEHD Center
Point - y
Surveyed Only
G astIFNP1.128 Gasion SdooW
X012 tees Crate`
tzk
x
r,
� � t
m
c
4*-"inoke
R aplds
IP
16411
BtytM R6
VIRGIRI.
•
Jacks Swamp
►recon Pr" Rd
2km
I
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, NGA, EPA, USDA
http://www.arcgis.com/home/webmap/print.html 1/1

1/30/2018
Clubhouse to Carolina NC TL 130
ArcGIS - Clubhouse to Carolina NC TL 130
-�.
Clubhouse to Carolina
Limits NORTHCAROLINA
11
NC HPO Historic Property
and Districts
National Register
45
NR Points
c
NR Individual Lor
e,%
,% i-
rr.
• NR Listing, Gone
NRHD Center Point
Determined Eligible
DOE Points
Determined
Eligible
DOE, Gone
A SL and DOE
SL and DOE, Gone
* DOEHD Center
Point
SLDOEHD Center
Point
Surveyed Only
r
o�
gyea-
t
0.6km
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA
http:/Iwww.arcgis.com/home/webmap/print.htmi 1/1

1/30/2018
Clubhouse to Carolina NC TL 130
Clubhouse to Carolina
Limits
kh
NC HPO Historic Property
and Districts
National Register
NR Points
0 NR Individual
Listing
• NR Listing, Gone
* NRHD Center Point
Determined Eligible
DOE Points
A Determined
Eligible
A DOE, Gone
A� SL and DOE
A, SL and DOE, Gone
* DOEHD Center
Point
SLDOEHD Center
Point
Surveyed Only
ArcGIS - Clubhouse to Carolina NC TL 130
460
16
9w
s
Mato n . Pace Rd
41
a�
G�
F
0
z
tea!
178
NP0434 Lebanon Methodist
Church
IF
0.6km
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA
http://www.arogis.com/home/webmap/print.html 1 /1

1/30/2018
Clubhouse to Carolina NC TL 130
Clubhouse to Carolina
Limits
ArcGIS - Clubhouse to Carolina NC TL 130
NC HPO Historic Property
and Districts
:r.
National Register a
s
NR Points S
0 NR Individual
Listing
• NR Listing, Gone
* NRHD Center Point
NP0218 Lee43rent House
Determined Eligible •
DOE Points
A Determined
Eligible 45
DOE, Gone
♦ SL and DOE
* SL and DOE, Gone
# DOEHD Center
Point
SLDOEHD Center A
Point
Surveyed Only
M Rd
4a
169 ft
cs awhe Ro
c
0.6km
I I
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA
http://www.arcgis.com/home/webmap/print.html 1/1

1/30/2018
Clubhouse to Carolina NC TL 130
Clubhouse to Carolina
Limits
kk
NC HPO Historic Property
and Districts
National Register
NR Points
0 NR Individual
Listing
NR Listing, Gone
* NRHD Center Point
Determined Eligible
DOE Points
Determined
Eligible
DOE, Gone
SL and DOE
• SL and DOE, Gone
* DOEHD Center
Point
# SLDOEHD Center
Point
Surveyed Only
A 1 rr
a •,
oke
'd5
ArcGIS - Clubhouse to Carolina NC TL 130
18 Ute Grant
0.6km
I I
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA
hftp:/ANww.arcgis.com/home/webmap/print.html 1/1

1/30/2018
Clubhouse to Carolina NC TL 130
Clubhouse to Carolina
Limits
ArcGIS - Clubhouse to Carolina NC TL 130
NC HPO Historic Property "HX1559 Virginia Electric
and Districts \Power Company
f mx--. eridga_2005
National Register
c
NR Points a
NR Individual HX1081 (termer) United
Listing * Industrial Company (Gone)
e
• NR Listing, Gone
l
* NRHD Center Point
Determined Eligible
y
DOE Points
Determined 9R ° HX1080 RoanckieMis
A Eli i b l e • Company Plant 1111 (Gc ne)
9
A DOE, Gone
A. SL and DOE48,
`
• SL and DOE, Gone HX1082 (inrmer),ROenote
Rapids Paper Company
DOEHD Center
Point
SLDOEHD Center
Point
l
Surveyed Only
200m
i r
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, EPA, USDA
hftp://www.arcgis.com/home/webmap/print.htmi 1/1

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Soil Map—Halifax County, North Carolina, and Northampton County, North Carolina
(Clubhouse–NC–Limits)
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
M Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
V
Blowout
H
Borrow Pit
X
Clay Spot
Closed Depression
Gravel Pit
measurements.
Gravelly Spot
0
Landfill
A.
Lava Flow
Web Soil Survey URL:
Marsh or swamp
chi
Mine or Quarry
0
Miscellaneous Water
0
Perennial Water
a,er
Rock Outcrop
+
Saline Spot
Sandy Spot
.®
Severely Eroded Spot
Sinkhole
Transportation
Slide or Slip
++4
Sodic Spot
MAP INFORMATION
jA
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
�j
Stony Spot
Please rely on the bar scale on each map sheet for map
Very Stony Spot
measurements.
Wet Spot
Source of Map: Natural Resources Conservation Service
Oar
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
.�
Special Line Features
Maps from the Web Soil Survey are based on the Web Mercator
Water Features
projection, which preserves direction and shape but distorts
Streams and Canals
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
Transportation
accurate calculations of distance or area are required.
++4
Rails
This product is generated from the USDA-NRCS certified data as
.y
Interstate Highways
of the version date(s) listed below.
.-
US Routes
Soil Survey Area: Halifax County, North Carolina
Major Roads
Survey Area Data: Version 20, Sep 26, 2017
Local Roads
Soil Survey Area: Northampton County, North Carolina
Survey Area Data: Version 16, Oct 2, 2017
Background
.
Aerial Photography
Your area of interest (AOI) includes more than one soil survey
area. These survey areas may have been mapped at different
scales, with a different land use in mind, at different times, or at
different levels of detail. This may result in map unit symbols, soil
properties, and interpretations that do not completely agree
across soil survey area boundaries.
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 11, 2015—Feb
25, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
usDA Natural Resources Web Soil Survey 2/5/2018
Conservation Service National Cooperative Soil Survey Page 2 of 4

Soil Map -Halifax County, North Carolina, and Northampton County, North Carolina
Map Unit Legend
Clubhouse -NC -Limits
Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI
ErB Emporia -Urban land complex, 3.8 3.3%
0 to 6 percent slopes
Subtotals for Soil Survey Area 3.8 3.3%
Totals for Area of Interest 113.7 100.0%
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Be
Bethera silt loam, 0 to 1
2.5
2.2%
percent slopes
BoB
Bonneau loamy sand, 0 to 6
22.1
19.4%
percent slopes
BoC
Bonneau loamy sand, 6 to 12
0.7
0.6%
percent slopes
CaA
Caroline sandy loam, 0 to 2
5.2
4.5%
percent slopes
CaB
Caroline sandy loam, 2 to 6
12.8
11.3%
percent slopes
Cc
Congaree silt loam, 0 to 4
3.0
2.6%
percent slopes, occasionally
flooded
CrB
Craven fine sandy loam, 1 to 4
0.1
0.1%
percent slopes
GoA
Goldsboro sandy loam, 0 to 2
5.31
4.7%
percent slopes
GxB
Gritney sandy loam, 2 to 6
0.3
0.3%
percent slopes
GxC
Gritney sandy loam, 6 to 10
1.5
1.4%
percent slopes
Le
Lenoir silt loam, 0 to 2 percent
0.2
0.2%'
slopes
LtD
Lillington-TurbeviIle complex, 8
2.4
2.1%
to 15 percent slopes
Ly
Lynchburg fine sandy loam, 0
0.7
0.6%
to 2 percent slopes
NoA
Norfolk sandy loam, 0 to 2
3.1
2.7%
percent slopes
NoB
Norfolk sandy loam, 2 to 6
12.5
11.0%
percent slopes
PgE2
Pacolet gravelly sandy clay
2.4
2.1%
loam, 15 to 30 percent
slopes, moderately eroded
RaA
Rains fine sandy loam, 0 to 2
2.1
1.9%
percent slopes, Southern
Coastal Plain
USDA_ Natural Resources Web Soil Survey 2/5/2018
d Conservation Service National Cooperative Soil Survey Page 3 of 4

Soil Map—Halifax County, North Carolina, and Northampton County, North Carolina
Clubhouse—NC—Limits
Natural Resources Web Soil Survey 2/5/2018
Conservation Service National Cooperative Soil Survey Page 4 of 4
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
TsB
TUB
Turbeville sandy loam, 2 to 6 5.1 4.5%
percent slopes
Turbeville gravelly sandy loam, 1.4 1.2%
2 to 8 percent slopes
Udorthents, loamy 1.0 0.9%
Water 23.4 20.6%
Wehadkee loam, 0 to 2 percent 1.4 1.2%
slopes, frequently flooded
Winton fine sandy loam, 10 to 0.6 0.5%
25 percent slopes
Ud
W
Wh
WE
Subtotals for Soil Survey Area
109.9
96.7%
Totals for Area of Interest
113.7
100.0%
Natural Resources Web Soil Survey 2/5/2018
Conservation Service National Cooperative Soil Survey Page 4 of 4