20121024 Ver 7_401 Application_20141214

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Form Version 1 3 Dec 10 2008
Page 1 of 11
PCN Form —Version 1 3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1
Processing
1a
Type(s) of approval sought from the
Corps
®Section 404 Permit ❑Section 10 Permit
lb
Specify Nationwide Permit (NWP) number 12 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authonzation
le
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record
❑ Yes
only for Corps Permit
® No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program
® Yes
❑ No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1h
below
® Yes
❑ No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
® Yes
❑ No
2.
Project Information
2a
Name of project
PNG Line 42 Replacement Project - Tar River HDD Revision
2b
County
Pitt and Beaufort
2c
Nearest municipality/ town
Greenville
2d
Subdivision name
N/A
2e
NCDOT only, T I P or state
project no
N/A
3
Owner Information
3a
Name(s) on Recorded Deed
Piedmont Natural Gas
3b
Deed Book and Page No
3c
Responsible Party (for LLC if
applicable)
3d
Street address
4720 Piedmont Row Drive
3e
City, state, zip
Charlotte N C 28210
3f
Telephone no
3g
Fax no
401 & BUFFER PERMITTING
3h
Email address
david vena @piedmontng com
Page 1 of 11
PCN Form —Version 1 3 December 10, 2008 Version

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other, specify Utility Company
4b
Name
Dave Vena, P E
4c
Business name
(if applicable)
Piedmont Natural Gas
4d
Street address
4720 Piedmont Row Drive
4e
City, state, zip
Charlotte N C 28210
4f
Telephone no
704 731 4496
4g
Fax no
704 731 4098
4h
Email address
david /vena @piedmontng com
5
Agent/Consultant Information (if applicable)
5a
Name
Joey Lawler, P W S
5b
Business name
(if applicable)
S &ME, Inc
5c
Street address
9751 Southern Pine Boulevard
5d
City, state, zip
Charlotte, N C 28723
5e
Telephone no
704 523 4726
5f
Fax no
704 525 3853
5g
Email address
jlawler @smeinc com
Page 2 of 11
PCN Form — Version 1 3 December 10, 2008 Version

B.
Project Information and Prior Project History
1
Property Identification
1a
Property identification no (tax PIN or parcel ID)
Project is a linear utility line
Latitude 35 605638 Longitude -
1 b
Site coordinates (in decimal degrees)
77 325093
(DD DDDDDD) ( -DD DDDDDD)
1 c
Property size
Approximately 90 acres
2.
Surface Waters
2a
Name of nearest body of water (stream, river, etc) to
Multiple waterbodies - inclduing Tar River and Tranters
proposed project
Creek
2b
Water Quality Classification of nearest receiving water
Varies
2c
River basin
Tar Pamlico (03020103)
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
Land use in the vicinity of the project corridor consists primarily of a mix of agricultural and residential areas, forest,
roadside, open or other disturbed and /or maintained areas The proposed right -of -way (ROW) passes through several
forested wetland areas and multiple stream channels The proposed ROW will abut an existing gasline easement for
much of its length
3b
List the total estimated acreage of all existing wetlands on the property
> 6 acres
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
> 1000
3d
Explain the purpose of the proposed project
The overall purpose of the proposed project is to replace an aging segment of existing natural gas transmission line with
a new pipeline that is compatible with current safety and inspection requirements The purpose of this revision is to
revise the location where the new pipe will cross beneath the Tar River
3e
Describe the overall project in detail, including the type of equipment to be used
Replacement of existing gas line involves installation of a new 6 -inch line, followed by abandonment of the old 4 -inch line
In upland areas, the new pipeline will be placed parallel to the existing natural gas pipeline where possible For the work
described by this revsion, the new pipe will be installed beneath the Tar River by HDD Please refer to the cover letter for
additonal information
Page 3 of 11
PCN Form — Version 1 3 December 10, 2008 Version

4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments Request for JD package was submitted to the
USACE on August 23, 2013
4b If the Corps made the jurisdictional determination, what type
® Preliminary ❑ Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company S &ME, Inc
Name (if known)
Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
S &ME conducted a pedestrian review of the proposed project corridor to delineate jurisdictional surface waters located
therein in May and June 2012 S &ME followed the procedures set forth in the 1987 US Army Corps of Engineers
Wetlands Delineation Manual and the Atlantic and Gulf Coastal Plain Region Supplemental Guidance Field conditions
were documented using USACE Routine Wetland Determination Data Forms, as appropriate The field review also
included identification of tributaries (streams or ditches) within the project corridor Drainage features identified during the
field review were assessed to determine the jurisdictional status of the tributary Drainage features were classified as
either non - jurisdictional or jurisdictional S &ME used the NCDWR Stream Classification Form to document
characteristics of identified drainage features on the day of the assessment
Field review identified multiple regulated surface waters, including the Tar River, Barber Creek, a channelized segment of
Broad Run, Gnndle Creek, Tranters Creek, Mitchell Branch, numerous unnamed natural stream channels, wetland areas
and non - stream tributaries (drainage ditches that exhibited an ordinary high water mark or otherwise extended the reach
of an adjacent water of the U S ) Limits of the jurisdictional features were delineated by S &ME and subsequently
identified with a Trimble global - positioning system (GPS) unit capable of sub -meter accuracy A Request for Preliminary
Jurisdictional Determination, including representative data forms prepared for each wetland type observed during the
delineation an relevant supporting information was provided to the USACE on August 23, 2013 The delineated
boundaries were surveyed by a registered land surveyor and mapped on Jurisdictional Boundaries drawings submitted
previously
5. Project History
5a Have permits or certifications been requested or obtained for
® Yes ❑ No ® Unknown
this project (including all prior phases) in the past?
5b If yes, explain in detail according to "help file" instructions
See cover letter
6. Future Project Plans
6a Is this a phased project?
❑ Yes ® No
6b If yes, explain
N/A
Page 4 of 11
PCN Form — Version 1 3 December 10, 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
1 a Which sections were completed below for your project (check all that apply)
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g I otal wetland impacts
2h Comments See Wetland Impact Table in Appendix III
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
31 Comments See Stream Impact Table in Appendix III
Page 5 of 11
PCN Form — Version 1 3 December 10, 2008 Version

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
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g Comments No additonal open water impacts are asspociated with this revision
5 Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
51 Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a
❑ Neuse El Tar-Pamlico F-1 Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
—Temporal T
impact
required?
B1 ❑P ❑T
El Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h Total buffer impacts
61 Comments See Riparian Buffer Impact Table in Appendix III
Page 6 of 11
PCN Form — Version 1 3 December 10, 2008 Version

D. Impact Justification and Mitigation
1 Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed impacts in designing protect
Impacts to the Tar River, along with the adjacent wetlands, will be minized by installing the pipe via HDD methods
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The width of the permanently - maintained ROW will be reduced to 30 feet to allow timbering equipment access to remove trees
from the ROW No excavation will be required, as the pipe will be installed by HDD
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
21) 11 yes mitigation is iequired by (check all that apply)
❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
E:1 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
Quantity
3c Comments Wetland mitigation has already been provided in connection with the original authorization Net wetland
imapcts are reduced as a result of this revision
4 Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b Stream mitigation requested
0 linear feet
4c If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
0 square feet
4e Riparian wetland mitigation requested
acres
4f Non- ripanan wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
0 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
N/A
Page 7 of 11
PCN Form — Version 1 3 December 10, 2008 Version

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 ❑ No
buffet 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)
See Riparian Buffer Impact Table in Appendix III
6h Comments Riparian buffer mitigation credit will be purchased from Greene Enviornmental Services Bank
Page 8 of 11
PCN Form — Version 1 3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
Comments Project is a linear utility constructed belowground The ROW will remain
❑ Yes ® No
glassed with no imperveous surfaces
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
>1 %
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why Project will not result in additional
imperveous surface
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan
N/A
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
❑ Phase II
3b
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1 3 December 10, 2008 Version

F. Supplementary Information
1 Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® No
use of public (federal /state) land?
1 b If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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
❑ Yes ❑ No
letter )
Comments N/A
2. Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit application?
❑ Yes ® No
2c If you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s) N/A
3 Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b If you answered 'yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
The project is not considered "growth- inducing" in that its purpose to replace an aging segment of existing natural gas
transmission pipeeine
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
The protect is a natural gas pipeline and will not generate waste water
Page 10 of 11
PCN Form —Version 1 3 December 10, 2008 Version

5
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a
Will this protect occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b
Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c
If yes, indicate the USFWS Field Office you have contacted
❑ Asheville
5d
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See oiiginal permit application
6.
Essential Fish Habitat (Corps Requirement)
6a Will this protect occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b
What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
http / /ocean floridamarine org /efh_coral /ims /viewer htm
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?
See ouginal permit application
8
Flood Zone Designation (Corps Requirement)
8a Will this project occur In a FEMA - designated 100 -year floodplain?
® Yes ❑ No
8b
If yes, explain how project meets FEMA requirements The protect will comply with FEMA regulations
8c
What source(s) did you use to make the floodplain determination? Available FEMA mapping
Joey LaNvlei, P W S
1209 14
Applicant/Agent's Printed Name
Date
Appllcan gents Signature
(Agent's signature is valid only i orization letter from the applicant
is provided
Page 1 1 of 11
PCN Form —Version 1 3 December 10, 2008 Version

MIMI
"
AGENT AUTHORIZATION FORM
Date N, 14-W3
Project Information
S &ME Project Name, Line 42 Gasline Replacement Project
Type of Project, Utility Line
Location, Pitt and Beaufort Counties, North Carolina
Property Owner /Representative Information
Business Name, Piedmont Natural Gas
Mailing Address, 4270 Piedmont Row Drive
City, State, Zip Code: Charlotte, NC 28210
Telephone No. 704.731.4496
Contact, Dave Vena, PE
Agent Information
Business Name
Street Address.
City, State, Zip Code
Telephone No
Contact
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte, NC 28273
704 523.4726
Joey Lawler, P.W.S
Authorization.
I 44 1� on behalf of
(Contact Signature)
PICW H T ATORAL i�' S hereby authorize
(Name of Permittee)
S &ME to act as agent with the USCAE/NCDWQ /NCDCM in securing
Section 401 /404 /CAMA permits in connection with the above - mentioned
project

December 5, 2014
N.C. Division of Water Resources
401 & Buffer Permitting Unit
512 North Salisbury Street, 9th Floor
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
Reference: Request for Additional Revision of Existing
NWP- 12/WQC 3884 Authorization
PNG Line 42 Replacement Project
Pitt and Beaufort Counties, North Carolina
SAW 2013- 02154; NCDWR Project No. 12 -1024
S &ME Project No. 1357 -12 -014
Dear Ms. Higgins:
521go
M—Y
DEC 0 S 2014
This letter is in reference to the Piedmont Natural Gas (PNG) Line 42 Replacement
Project. The proposed project involves replacement of a section of 4 -inch diameter
natural gas transmission line with a new 6 -inch natural gas line between Greenville and
Washington, North Carolina. The purpose of this letter is to request a second re-
verification of the previously authorized Nationwide Permit (NWP -12) verification to
account for relocation of the proposed new pipeline crossing beneath the Tar River.
The existing line originates at a meter station south of East 10th Street in Greenville, Pitt
County, North Carolina (35.596321N,-77.325093W). The overall route then generally
follows an existing natural gas line ROW for approximately 15 miles, terminating at an
existing meter station on the north side of U.S. Highway 264 in Washington, Beaufort
County, North Carolina (35.572551N,-77.081451W).
In support of this request, please find the following:
• Figures - Site Vicinity Map (Figure 1); USGS Topographic Map (Figure 2) and a
2013 Aerial Photograph (Figure 3)
• Appendix I — Most Recent Permit Authorization Letters
• Appendix II - Revised Impact Drawings and HDD Profile
® Appendix III - Revised Impact Tables
S &ME, INC / 9751 Southern Pine Boulevard / Charlotte, INC 28273 -5560 / p 704 523 4726 f 704 525 3953 / www smeinc corn

Request for Revision of Existing NWP- 12M/QC 3884 Authorization SWE Project No 1357 -12 -014
PNG Line 42 Replacement Proiect December 5, 2014
The project received initial authorization from the U.S Army Corps of Engineers
(USACE) in accordance with Nationwide Permit No. 12 on November 6, 2013 (SAW
Action ID No. 2013- 02154). Additional minor impacts stemming from re- configuration
of proposed easement were subsequently authorized on September 16, 2014. The project
was granted authorization by the North Carolina Division of Water Resources (NCDWR)
under General Water Quality Certification No. 3884 on October 10, 2013 (DWR Project
No. 12 -1024, Ver.2), and the revisions were approved on September 9, 2014. Copies of
the most recent authorization letters are included in Appendix I. A copy of this request
is also being provided to the USACE Section 404/10 re- verification.
PURPOSE FOR PROJECT REVISIONS
The primary purpose of this revision is to amend the location of the new gas line crossing
below the Tar River. The new gas line was originally designed to cross the river parallel
to PNG's existing gas line easement where the existing pipe is located. Since the time of
the most recent permit authorization, PNG discovered that an additional, previously
unmapped 8 -inch gas line is also located within or adjacent to their existing easement.
Efforts to locate the existing gas line in its entirety using a variety of utility locating
equipment have been unsuccessful. As such, installation of the new pipe as it was
originally proposed represents an unacceptable safety risk. Accordingly, PNG decided to
relocate the proposed new crossing in order to avoid the potential of damaging the
existing gas line while installing the new pipe by horizontal directional drilling (HDD).
REVISED IMPACTS
The new pipeline will be installed via HDD to avoid direct stream and wetland impacts.
The impacts proposed by this revision will occur as a result of above ground vegetation
removal within the new ROW. Portions of wetlands within the new ROW that are
currently forested will be converted to herbaceous wetlands within a 30 -foot wide area.
The timbering will likely occur by hand, with mechanized equipment used to haul or drag
the fallen timber to high ground. Equipment mats, timber riprap or other measures will
be employed to minimize ground disturbance. It may be necessary to remove stumps in
select locations in order to create a level work surface for equipment or accommodate
safety. Otherwise, timber will be cut flush at ground level. The potential stream impacts
identified by this revision may occur from construction of equipment crossings of the
subject stream channels located within the new ROW. These crossings will likely consist
of timber mat bridges that span the width of the channel, and will be removed upon
completion of the timbering.
Because numerous high ground ridges are located within the new ROW, revisions to the
proposed project will reduce permanent wetland conversion impacts by 1.33 acre.
However, temporary wetland impacts will increase by 0.39 acre, and temporary stream
impacts may increase by up to 150 linear feet, if equipment bridges are required at any
of the new streams identified in connection with the revised HDD crossing. The revised
stream and wetland impacts are identified in Table 1 on the following page;

Request for Revision of Existing NWP- 12/WQC 3884 Authorization S &ME Project No 1357 -12 -014
PNG Line 42 Replacement Project December 5, 2014
Table 1: Revised Project -Wide Stream and Wetland Impact Summary
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Permanent
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Temporary
Temporary
Conversion
Placement
Conversion
Placement
411
622
003
450
489
003
eq:. �� �^.�.e nz, i : f* i ��� k" i� � t'` G' .* � S
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Permanent
Temporary
Permanent
915
0
1,065
0
No additional permanent impacts from permanent fill placement are anticipated.
Drawings that depict these revisions are included in Appendix II. These revised
drawings supersede those that were part of the original application package. Please note
that the revised impacts already include construction of a temporary bridge at Moye's
Creek (information provided to the USACE and NCDWR previously), as well as a
second crossing of a jurisdictional drainage ditch (JDD12) that was unaccounted for in
the original submittal. The second crossing of JDD12 is depicted on Sheet 41, which has
been appropriately revised.
The new route will also affect additional riparian buffer, as multiple stream channels
subject to the buffer rules were identified within or adjacent to the new route on the Tar
River floodplain. The revised, project -wide and site - specific buffer impacts are identified
in the Riparian Buffer Impact Table in Appendix III. Buffered areas affected by this
revision have been high - lighted for ease of identification. Similarly, the overall Wetland
and Stream Impact Tables, revised appropriately, have been included in Appendix III.
Wetland features and stream features affected by this revision have been high - lighted for
ease of identification.
MITIGATION
The proposed revision will not result in forested wetland conversion impacts beyond
those previously authorized. Compensatory Mitigation for previously authorized impacts
was satisfied through payment to the North Carolina Ecosystem Enhancement Program
(NCEEP). The additional temporary impacts associated with non - forested portions of the
new route are not anticipated to require compensatory mitigation due to the minimal
nature of the impacts, as no forested wetland conversion of these areas are anticipated.
3

Request for Revision of Existing NWP- 12M/QC 3884 Authorization SWE Project No 1357 -12 -014
PNG Line 42 Replacement Project December 5, 2014
The additional required buffer credit will be satisfied through payment to NCEEP, or a
local private bank operated by Greene Environmental Services, should those credits
become available prior to re- issuance of this permit. An acceptance letter will be
provided to you electronically as soon as it is received.
CLOSING
By copy of this correspondence and support material, we are requesting your written
concurrence with this NWP No. 12 permit re- verification request. If you have questions
or need additional information, please feel free to contact us at 704.523.4726.
Sincerely,
S &ME
Joey Lawler, P.W.S. �Peine, Q.E.P.
Project Manager Project Manager
jlawler(ksmeinc.com dpeineAsmeinc.com
Senior Review by Jason Reeves, P.E., Senior Project Engineer
Attachments:
• Figures
• Appendix I — Most Recent Permit Authorization Letters
• Appendix II - Revised Impact Drawings and HDD Profile
• Appendix III - Revised Impact Tables
4

FIGURES

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�
PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO 2
`"• - GUARANTEES ABOUT ITS ACCURACY. SBME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER
f ` • I ` _ . �'� • BASED UPON THIS INFORMATION.

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LETTERS

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT oil
Action Id SAW 2013 -02154 County Pitt and Beaufort U S G S Quad Greenville SE / Grimesland / Wanh
3zp
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Pt operty Owner: Piedmont Natural Gas
attn. Dave Vena, P.E.
Address: 4720 Piedmont Row Drive
Chaff lotte, North Carolina 28210
104- 731 -4496
Agent: S &ME, Inc.
attn: Joey Lawler
Address: 9751 Southern Pule Boulevard
Charlotte, North Carolina 28723
704 -523 -4726
Size and location ofpiopeily (water body, road name /number, town, etc )
natural gas line rlgnt- of -way (iityw) [or approximatety,.to mues,� term manng at an existing meter station
US Highway 264 in Washington, Beaufort County, North Carolina. Latitude: 35.600873 N Longitude: -
Desci iption of projects aica and activity Piedmont Natural'Gas.is planning to replace an existing 4 -inch natural gas pipeline
with a new 6 -inch natural gas pipeline The new line will be constructed within the existing utility easement. The Dronosed
project will permanently impact 0.03 acres of a pond; temporarily impact 4 11 acres of Section 404 wetlands; convert 6 22
acres of Section 404 forested wetlands-to herbaceous wetlands; and tempoi arils impact 915 linear feet of iurisdictional
tributaries. Horizontal directional_drill (HDD) method will be used to install the gas tlnc under the Tar -River and Tranters
Creek both of which are Section 10 waters. REVISED IMPACTS. NO ADDITIONAL MITIGATION REQUIRED.
Applicable Law. ® Section 404 (Clean Water Act, 33 USC 1344)
® Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization Regional Geneial Permit Number of Nationwide Permit Number NWP 12
SEE ATTACHED NATIONWIDE AND SPECIAL CONDITIONS.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with tine attached
conditions and your submitted application and attached information dated 9/26/2013 . Any violation of the
attached conditions or deviation from your submitted plans may subject the permittee to a stop won k order, a i estoration
order and /or appropl late legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authouzation is modified,
suspended of revoked It, piioi to the expiration date identified below, the nationwide permit authorization is reissued and /or
modified, this verification will iemam valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit if the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i e , arc
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide peinut's expiration, modification of revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the author izetion
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements
For activities occurring within the twenty coastal counties subject to regulation under the Coa -tal Area Management Act (CAMA),
pi for to beginning work you must contact the N C Division of Coastal Management in Washington, NC, at (252) 946 -6481
This Depaitment of the Arrny verification does not telieve the petmittec of the responsibility to obtain any other required Federal,
State or local approvals /permits
If these are any questions rega ding this verification, any of the conditions of the Permit, or the Corps of I nguieeis regulatory
program, please contact Willian eseaJt�t 910-25114620.
Corps Regulatory Ofl icial I /1 � Y 14=, 1 / NJ CAA. tom/ _ Date. 9/16/2014
Expiation Date of Vei ification 3/18/2017

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UJIJAZI dECIMIN,

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1 ALL PROPERTY LINES AND CORNERS ESTABLISHED USING EXISTING
rJuneyors, Inc.
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CORNERS FOUND, EXISTING BOUNDARY EVIDENCE, AND DEEDS AND
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NC Firm License No C -1362
L-4649 —
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2 ALL DISTANCES ARE HORIZONTAL GROUND, IN US SURVEY FEET.
3 SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS —OF —WAY, STREETS AND
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4 NC GRID COORDINATES AS SHOWN HEREON ARE BASED UPON GPS
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NOT INTENDED FOR CONSTRUCTION
-G -G PROPOSED GAS LINE
PROPERTY LINE
GD PNG PARCEL NUMBER
6lil Piedmont
Natural Gas
AWN BY: S pa SECTION 10 APPLICATION EXHIBIT
V BY: EAM JOB NO 1265.00 REV DATE: TAR RIVER LINE 42
HDD CROSSING — INDEX SHEET
SCALE: 1' = 300' CITY OF GREENVILLE NORTH CAROLINA
300 150 0 300 IR #2738993 SHEET 1 OF 2
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GREENSBORO, NORTH CAROLINA AROLINA SUITE 27409
= SEAL —
NC Firm License No C -1362
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6lil Piedmont
Natural Gas
AWN BY: S pa SECTION 10 APPLICATION EXHIBIT
V BY: EAM JOB NO 1265.00 REV DATE: TAR RIVER LINE 42
HDD CROSSING — INDEX SHEET
SCALE: 1' = 300' CITY OF GREENVILLE NORTH CAROLINA
300 150 0 300 IR #2738993 SHEET 1 OF 2

ef
sro 0-0
�L9 +OGO
�qs T \ Ao
BOUNDARY TIE DETAIL
SCALE . 1' =200' S/
iL
[e,
-10
-20
-30
-40
-45
32 +50
101-1. N
0.
i N66'08'07 "E 2,7566' (TIP-) '' \E: 2,500,507.95
Z
WETLAND "J3" �� 5
34+00 T +00 o f
G' G_G G G -p�
�L
O.C. MONUMENT 10 cj
1 AT E 10TH ST PIN: 4697889133
676,409.63 CITY OF GREENVILE
E: 2,497,992.46 DB 1239 PG 842 \
NAD 83(NSRS2007) MB 23 PG 66 \
N: 677,490.45
\E: 2,500,553.90
>i
►.` 1p
N61'41'03 "E 323.44'
S61'41'03 "W 326.77'
\ ° PIN. 5607097151
\ TRADE OIL
°- N: 677,675.90 �\ N COMPANY
\
E: 2,500,792.68 N, DB 3117 PG 617 --}',—
N rd. L4 Ln
E' 2,500,841.57
.,i
PROPOSED 10' STEEL GAS LINEV :p
INSTALLATION BY HDD `�
\39+0 OJ 40+ 0 . 41 +00
-G LG�G -0 G -G G -G =G G -G-
30' DISTURBED NEW 50'
\ pti CORRIDOR PNG EASEMENT .ILAND "J"
�'�,\ HORIZONTAL SCALE > "=60'
\ VFT?TTrAT QrAT.F ! " —in'
33 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 37 +00
J
VICINITY MAP
r� (NOT TO SCALE)
1. ALL PROPERTY LINES AND CORNERS ESTABLISHED USING EXISTING
CORNERS FOUND, EXISTING BOUNDARY EVIDENCE, AND DEEDS AND
PLATS OF RECORD IN THE PITT COUNTY REGISTER OF DEEDS OFFICE
2. ALL DISTANCES ARE HORIZONTAL GROUND, IN US SURVEY FEET
3 SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS -OF -WAY, STREETS AND
ASSESSMENTS, AS THE SAME MAY APPEAR OF RECORD IN THE
REGISTER OF DEEDS OFFICE, CLERK OF COURT, TOWN OR COUNTY TAX
OFFICES, OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE.
4 NC GRID COORDINATES AS SHOWN HEREON ARE BASED UPON GPS
OBSERVATIONS UTILIZING NCGS' NETWORK RTK SYSTEM AND ARE
REFERENCED TO THE NAD 83(NSRS 2007) DATUM.
5 THIS DRAWING IS INTENDED FOR SECTION 10 PERMITTING ONLY. IT IS
NOT INTENDED FOR CONSTRUCTION.
IRON PIPE FOUND
0
CONCRETE MONUMENT FOUND
•
COMPUTED POINT (NOT SET)
O
PNG PARCEL NUMBER
PROPOSED PNG EASEMENT
EXISTING
o a
GROUND
a
WETLAND "J4"
WETLAND "J3"
TAR RV
ER
AREA
W
M m W
��W
C+
CO
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tie
1OO
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(6 04 aim
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+? N_ AIR
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N
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no:
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d,,.Q..��
MZ MZ
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3
Q
t¢- MZ MW
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MW �W
to Lu
N N
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W
3
N
�W
333
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W
3
p
w
n
no
N
rn
+
M
M
+
of
Ny
N
PROPOSED
10" GAS
TRANSMISSION
LINE
G
G
G
I G
I G
G
G G
G
G
G
G
( G
G
G
G
G
G
33 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 37 +00
J
VICINITY MAP
r� (NOT TO SCALE)
1. ALL PROPERTY LINES AND CORNERS ESTABLISHED USING EXISTING
CORNERS FOUND, EXISTING BOUNDARY EVIDENCE, AND DEEDS AND
PLATS OF RECORD IN THE PITT COUNTY REGISTER OF DEEDS OFFICE
2. ALL DISTANCES ARE HORIZONTAL GROUND, IN US SURVEY FEET
3 SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS -OF -WAY, STREETS AND
ASSESSMENTS, AS THE SAME MAY APPEAR OF RECORD IN THE
REGISTER OF DEEDS OFFICE, CLERK OF COURT, TOWN OR COUNTY TAX
OFFICES, OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE.
4 NC GRID COORDINATES AS SHOWN HEREON ARE BASED UPON GPS
OBSERVATIONS UTILIZING NCGS' NETWORK RTK SYSTEM AND ARE
REFERENCED TO THE NAD 83(NSRS 2007) DATUM.
5 THIS DRAWING IS INTENDED FOR SECTION 10 PERMITTING ONLY. IT IS
NOT INTENDED FOR CONSTRUCTION.
SUBJECT BOUNDARY LINE
G -G PROPOSED GAS UNE
37 +50 38 +00
\\ \WWWIIIII►►Itr����i
AS I ON
SEAL j,
L- 44.6/49
38 +50 p 39+00 39 +50 40 +00 40 +50
Land and Suveyors, InC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
NC Finn License No. C -1362
C
-10
-20
mKilm
-40
-45
41+00
'Piedmont
Natural Gas
%WN BY: SWR uric ;lu /uta /lo SECTION 10 APPLICATION EXHIBrF
JOB NO. 1265.00 REV DATE
I BY. EAM TAR RIVER LINE 42
HDD CROSSING - PLAN & PROFILE
SCALE. 1' = 60' CITY OF GREENVILLE NORTH CAROLINA
60 30 0 60 IR #2738993 SHEET 2 OF 2
IRON PIPE FOUND
0
CONCRETE MONUMENT FOUND
•
COMPUTED POINT (NOT SET)
O
PNG PARCEL NUMBER
PROPOSED PNG EASEMENT
SUBJECT BOUNDARY LINE
G -G PROPOSED GAS UNE
37 +50 38 +00
\\ \WWWIIIII►►Itr����i
AS I ON
SEAL j,
L- 44.6/49
38 +50 p 39+00 39 +50 40 +00 40 +50
Land and Suveyors, InC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
NC Finn License No. C -1362
C
-10
-20
mKilm
-40
-45
41+00
'Piedmont
Natural Gas
%WN BY: SWR uric ;lu /uta /lo SECTION 10 APPLICATION EXHIBrF
JOB NO. 1265.00 REV DATE
I BY. EAM TAR RIVER LINE 42
HDD CROSSING - PLAN & PROFILE
SCALE. 1' = 60' CITY OF GREENVILLE NORTH CAROLINA
60 30 0 60 IR #2738993 SHEET 2 OF 2

F-
W
W
V)
LEGEND:
O IRON PIPE FOUND
• COMPUTED POINT
O SANITARY SEWER MANHOLE
SS SANITARY SEWER LINE
----- - - - - -- SANITARY SEWER EASEMENT
WOODLINE
—G—G— PROPOSED GAS LINE
— — — — — JURISDICTIONAL BOUNDARY
PROPERTY LINE
— — — — — — DUKE POWER EASEMENT
PROPOSED PNG EASEMENT
— — — — TEMP WORKSPACE
EXISTING WETLAND
PERMANENT IMPACT AREA
w_
s TEMPORARY IMPACT AREA
PIN: 4697965378
CITY OF GREENVILLE
DB 1012, PG 442
MP 67, PG 64
GRAPHIC SCALE
50 0 25 50
im=6' — ,
( IN FEET )
1 Inch = 50 Feet
1
�r
VICINITY MAP (NTS)
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
REFLECTS THE DELINEATION EVIDENCE PROVIDED BY S &ME
ENVIRONMENTAL SER\b0ES ON 11 -12 -2014.
DAVID A CLARK, PLS L -4649
SEAL
L -4649
NOTES.
1 DISTURBANCE CORRIDOR IS NOT
TO EXCEED 30' IN WIDTH WITHIN
THE JURISDICTIONAL BOUNDARIES,
UNLESS OTHERWISE NOTED
JURISDICTIONAL BOUNDARIES
OF
GREENVILLE LINE 42
REPLACEMENT GAS LINE
IR# 2738993
PIEDMONT NATURAL GAS
COMPANY, INC.
PITT COUNTY
GREENVILLE, NORTH CAROLINA
SHEET 5 OF 44
N C License No. C -1362
Regional demand Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

12
U) . . . . . . . . . . . .
U-) . . . . . . . . . . . . . . . .
. . . . . . . . . .
= . . . . . . . . . .. . . . . . . . . . . . . . . . .
. . . . . ZQNE� 2 . . . . . . . .
30"
ZONE f . . . . . . . . . . . . .
—zj . . . . . .
. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . ..
g. . . . . . . . . .
. . . . . . . . . .INSTALLATION
. . . . . . . . BY HDD . . . . .
Ll
1_136 - t4 . . . .
158 . . . . . . .
/7 7 rlT
7 1
N&I
1_721
\L155 rT V,
14-
z z 6
6 . . . . . Ll 7
a: M . . . . . . . ..
p cal, TA . . . . . . .
<
Al /I 1'177/1�
PIN: 4697965378 WETLAND "J2"
CITY OF GREENVILLE
DB 1012, PG 442
LEGEND: MP 67, PG 64 \yam
O IRON PIPE FOUND
• COMPUTED POINT
SANITARY SEWER MANHOLE
SS — SANITARY SEWER LINE
----- - - - - -- SANITARY SEWER EASEMENT
ryyyyy'y� WOODLINE
—G—G— PROPOSED GAS LINE
JURISDICTIONAL BOUNDARY j
PROPERTY LINE
DUKE POWER EASEMENT
PROPOSED PNG EASEMENT
TEMP WORKSPACE
EXISTING WETLAND
PERMANENT IMPACT AREA
TEMPORARY IMPACT AREA
N,
N,
EXISTING 50'
PNG EASEMENT
(9)
PIN 4597889133
GREENVILLE CITY OF
DB 1239 PG 842
MB 23 PC 66
. . . . . . . . . . .
w w
Uj w
............•• . . . . . .
:31
- - - - - -
-NEW 50' PNG V)
EASEMENT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . WETLAND 'J2 .. . . . . . . . . . . .
. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
7_7
. . . . . . . . . . . . . . . . . . . . . . . . - . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
C17"I . . . . . . . .
1170 . • . .
. . . . . . . . . . . . . . . . . . . . . . . . 1_17 . . . .
....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . 30' DISlbk8EI)
. . . . . CORRIDOR . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . . . . .
1p
o.
GRAPHIC SCALE
100 0 25 50
1
IN FEET
1 Inch = 50 Feet
VICINITY MAP (NTS)
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
REFLECTS THE DELINEATION EVIDENCE PROVIDED BY S&ME
ENI11RONMINTAL SERVICES ON 11-12-2014.
AVID A CLARK, PLS L-:4649
SEAL
L- 46 49 E
41
SUR.-
I/1111A
1111%0\
NOTES,
1 DISTURBANCE CORRIDOR IS NOT
TO EXCEED 30' IN WIDTH WITHIN
THE JURISDICTIONAL BOUNDARIES,
UNLESS OTHERWISE NOTED
JURISDICTIONAL BOUNDARIES
OF
GREENVILLE LINE 42
REPLACEMENT GAS LINE
IR# 2738993
PIEDMONT NATURAL GAS
COMPANY, INC.
PITT COUNTY
GREENVILLE, NORTH CAROLINA
SHEET 6 OF 44
NC License No. C-1362
V%
1.0
lVegional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

L_
o ,
f
EX PING EASEMENT EX PNG EASEMENT
— — — — — — — — — — — — — — — — —' — — — — — — — — — — — — — — — — — 7
/
/
/
N,
•
0 N
'3 C
L175, L,176 � � �
J L179
D J WETLAND "J3"
a a
10
PIN- 4697889133
GREENVILLE CITY OF
DB 1239 PG 842
MB 23 PG 66
LEGEND:
O IRON PIPE FOUND
• COMPUTED POINT
Q SANITARY SEWER MANHOLE
SS SANITARY SEWER LINE
----- - - - - -- SANITARY SEWER EASEMENT
WOODLINE
—G —G— PROPOSED GAS LINE
— — — — — JURISDICTIONAL BOUNDARY
PROPERTY LINE
— — — — — — DUKE POWER EASEMENT
-- — PROPOSED PNG EASEMENT
— — — — — — TEMP WORKSPACE
TAR RIVER
TO BE BORED A0 tA
— -- (NOT IMPACTED)
L182
IG
xA
EXISTING WETLAND
PERMANENT IMPACT AREA
TEMPORARY IMPACT AREA
11
PIN: 5607097151
TRADE OIL COMPANY
DB 3117 PG 617
1
Ar
��y► -` I
����,.;��`� ;ice ���•� a�iiii;:'r•
VICINITY MAP (NTS)
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
REFLECTS THE DELINEATION EVIDENCE PROVIDED BY S&ME
ENYIRONWEbTAL_SERNIG6S ON 11 -12 -2014
W6-rgp� IZ/.
D A. CLARK, PLS L -464
SEAL
_
\r' NEW 50' PNG L -4649 _
_— _— EASEMENT \- ?y y43.
�p�, L189 / 1190 L194 _
G G G G � —G t-f� G —G ''ll/II►1111 \\`
L185 L192
w NOTES.
INSTALLATION\ � \- � \ WETLAND "J5" 30' DISTURBED J J 1. DISTURBANCE CORRIDOR IS NOT
BY
HD CORRIDOR = = TO EXCEED 30' IN WIDTH WITHIN
THE JURISDICTIONAL BOUNDARIES,
UNLESS OTHERWISE NOTED.
\ ` WETLAND "J4"
JURISDICTIONAL BOUNDARIES
GRAPHIC SCALE
100 0 50 100
60=1
( IN FEET )
1 Inch = 100 Feet
OF
GREENVILLE LINE 42
REPLACEMENT GAS LINE
IR# 2738993
PIEDMONT NATURAL GAS
COMPANY, INC.
PITT CO LINTY
GREENVILLE, NORTH CAROLINA
SHEET 7 OF 44
N.C. License No. C -1362
Regional Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

0
- -_ -- - - -_ ___ - - --
EX PNG EASEMENT
-- ---- ---- -- ------ - - - - --
w
C
11
PIN: 5607097151
TRADE OIL COMPANY
DB 3117 PG 617
f- 00
w w
WETLAND „J6°
'-1L.22'f -1-219 L7 97�_r r�
w \ �f L224
z z . . . . . . . . . . . . . , /1g��
_ = 30'• DISTURBED �• •�;�li�;�
CORRIDOR "�
< < \�
c'0 'p
F
a
LEGEND:
O IRON PIPE FOUND
• COMPUTED POINT
O SANITARY SEWER MANHOLE
SS SANITARY SEWER LINE
----- - - - - -- SANITARY SEWER EASEMENT
WOODLINE
—G—G— PROPOSED GAS LINE
— — • — — • — JURISDICTIONAL BOUNDARY
PROPERTY LINE
- — — — — - DUKE POWER EASEMENT
PROPOSED PNG EASEMENT
TEMP WORKSPACE
EXISTING WETLAND
PERMANENT IMPACT AREA
TEMPORARY IMPACT AREA
•�INSTALLATION
BY HDD:
-------------
0
i
F-
149,
PIN. 5607287799
SUSAN HOLLAND
DB 357 PG 427
MB 33 PG 78
GRAPHIC SCALE
0 50
( IN FEET )
1 Inch = 100 Feet
VICINITY MAP (NTS)
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
REFLECTS THE DELINEATION EVIDENCE PROVIDED BY S&ME
ENYIRONMENIAL SE&VICES ON 11 -12 -2014
AVID A. CLARK, PLS L -4649
\\,��11111111lt11 /f //,
_. •QED `� M,y� ,
SEAL
L -4649
SURNfy���`��
L
NOTES,
1 DISTURBANCE CORRIDOR IS NOT
TO EXCEED 30' IN WIDTH WITHIN
THE JURISDICTIONAL BOUNDARIES,
UNLESS OTHERWISE NOTED.
JURISDICTIONAL BOUNDARIES
OF
GREENVILLE LINE 42
REPLACEMENT GAS LINT
IR## 2738993
PIEDMONT NATURAL GAS
COMPANY, INC.
PITT COUNTY
GREENVILLE, NORTH CAROLINA
SHEET 8 OF 44

\ ,
I
\ , O
EXISTING 50' \\ � \\
PNG EASEMENT
------ - - - - -- \,--------- ---T-
- — — — — — — \ \
- -- \ \ \ \
\
PIN: 5607287799 \\ \ \ \ \
SUSAN HOLLAND
D8 357 PG 427 \\ \ \ \ \
MB 33 PG 78 \
\, \, \ \ \
NOIMPACTS
co po
\\ 1 i- • _..rte- . \
r \` \ \\ \l `,., ; WETLAND' B2"
i i WETLAND
. . "J6° \,.
.`ti L . . . . . . . . .
- - - -- . `
,o ^'L209
...,k.
—G _G .— c _mac - -c c _G
w w. . . . . L208_ . . . . . . . . . ., L212
z z NEW 50' . . . . . . . . . .
X m PNG EASEMENT . . . . . .� \\ INSTALLATION
30' DISTURBED \'!
_ _
r r \• BY HOD
< . . . . . • CORRIDOR \\ - - - \,\ JURISDICTIONAL DITCH
. . . \ . . . . \ NOIMPACTS
LEGEND:
O IRON PIPE FOUND
• COMPUTED POINT
SANITARY SEWER MANHOLE
S5 SANITARY SEWER LINE
----- - - - - -- SANITARY SEWER EASEMENT
WOODLINE
—G —G — PROPOSED GAS LINE
— — — — ' JURISDICTIONAL BOUNDARY
PROPERTY LINE
— — — — — — DUKE POWER EASEMENT
PROPOSED PNG EASEMENT
— — — — — — TEMP WORKSPACE
EXISTING WETLAND
PERMANENT IMPACT AREA
TEMPORARY IMPACT AREA
\
1
GRAPHIC SCALE
100 0 50 100
( IN FEET )
1 Inch = 100 Feet
1V W
VICINITY MAP (NTS)
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
REFLECTS THE DELINEATION EVIDENCE PROVIDED BY S &ME
ENMRONMEN6TAL3ERMCF6 ON 11 -12 -2014.
AVID A. CLARK, PLS L -460
e�SEAL '
L -4649
O9 .� SUR�F.•'��
NOTES,
1 DISTURBANCE CORRIDOR IS NOT
TO EXCEED 30' IN WIDTH WITHIN
THE JURISDICTIONAL BOUNDARIES,
UNLESS OTHERWISE NOTED
JURISDICTIONAL BOUNDARIES
OF
GREENVILLE LINE 42
REPLACEMENT GAS LINE
IR¢# 2738993
PIEDMONT NATURAL GAS
COMPANY, INC.
PITT COUNTY
GREENVILLE, NORTH CAROLINA
SHEET BA OF 44
N.C. License No C -1362
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 1100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

i
s
J
LINE TABLE
LINE BEARING
L1 N61'41'03 "E
L2 S621 2'55 "E
L3 S70'48'25 "E
L4 S61 *41'03"W
L5 N79'26'54 "W
L6 N56'07'31 "W
L7 N61'41'03 "E
L8 S79'30'14 "E
L9 S64'31'51 "E
L10 N68- 37 -06 "E
L11 N74'24'56 "E
L12 S88'07'48 "E
L13 S61'41'03 "W
L14 N61 *41'03"E
L7 5 S73- 34 -17 "E
L16 N70'53'02 "E
L17 N66'01'45 "E
L18 N78'10'20 "E
L19 N87'57'22 "E
L20 S68- 43.18 "E
L21 S78'34'36 "E
L22 S61'41'03 "W
L23 N61'41'03 "E
L24 N86'1O'12 "E
L25 S7424'17 "E
L26 S83'20'47 "E
L27 S61'41'03 "W
L28 N61'41'03 "E
L29 S37'57'27 "E
L30 S44'58'36 "E
L31 S36'01'43 "E
L32 S61'41'03 "W
L33 N61-41'021 "E
L34 S45'22'48 "E
L35 S40'1 1'38 "E
L36 S61 '41'03 "W
L37 N61'41'03 "E
L38 S28'31'55 "E
L39 S44'29'47 "E
L40 N40'52'52 "E
L41 N35'42'53 "E
L42 N61'41'03 "E
L43 S16- 53 -17 "E
L44 S55'35'35 "E
LINE TABLE
LINE BEARING LENGTH
L89 S08'40'06 "W 13.27'
L90 S30'07'28 "W 31.28'
L91 S61 *41'03"W 10042
L92 N61'41'03 "E 58.74'
L93 S54'55'18 "E 8.30'
L94 S44'39'36 "E 8.39'
L95 S42'26'1 7 "W 14.75'
L96 S84'59'30 "W 36.97'
L97 N61'41'03 "E 9.65'
L98 S39'1 1'29 "E 4.90'
L99 S68'35'45 "E 7.93'
L100 N32'15'40 "E 6.71'
L101 N42'26'17 "E 4.00'
L102 S6826'02 "E 7.60'
L103 N6729'26 "E 18 48'
L704 N59'26'25 "E 13 85'
L105 N51*16'30 "W 5.31'
L106 S69'21'10 "W 3.44'
L107 S49'07'46 "W 24.55'
L108 S43'26'21 "W 4.20'
L109 S61 *41'03"W 7.57'
L110 S78.21'07 "W 7.86'
L11i N71'04'46 "W 12.00'
L112 N44'39'36 "W 3.61'
L113 N61'41'03 "E 57.14'
L114 N61'41'03 "E 16.59'
L115 S07'49'00 "W 19.68'
L116 S32'44'34 "W 15 40'
L117 N09'30'22 "E 22.78'
L118 N61'41'03 "E 175 41'
L119 N55'53'23 "W 18.30'
L120 N72'26'49 "W 19.19'
L121 S61'41'03 "W 3 20'
L122 N71'03'48 "W 4.23'
L123 S71'42'57 "W 2192'
L124 S59'59'30 "W 21.22'
L125 S60'55'34 "W 35.83'
L126 S63'24'21 "W 43.46'
L127 S56'52'19 "W 50 25'
L128 S63'55'11 "W 2308
L129 s69.21'10 "W 21.26'
L130 N 61 *41 *03 "E 15.91'
L131 S1 4'30'04 "E 9.87'
L132 S71 '48'50"E 1 23.47'
LINE TABLE
LINE BEARING LENGTH
L133 N81'55'24 "E 9.80'
L134 S61'41'03 "W 17.07'
L135 N61'41'03 "E 27.09'
L136 N61'41'03 "E 18 54'
L137 S66'12'34 "E 10.11'
L138 N28'45'43 "E 14.68'
L139 N61'41'03 "E 98.55'
L140 N71'47'43 "W 26.36'
L141 N81'30'00 "W 18.14'
L142 S61 *41'03"W 37.85'
L143 S76'43'20 "E 40.39'
L144 N62'59'35 "E 27.24'
L145 N23'38'44 "E 14.21'
L146 N21'14'04 "E 3.15'
L7 47 S21 *14'04 "W 21.51'
L748 S4749'09 "W 1117'
Li 49 S61 *41'03"W 17.75'
L150 S62'13'22 "W 15.80'
L151 S70'50'04 "E 16 73'
L152 N87'00'28 "E 12.00'
L153 N51'47'41 "E 24.32'
L154 S81'00'38 "W 9 66'
L155 S621 3'22 "W 22.28'
L156 N84'01'1 0 "W 17.24'
L157 S81'00'38 "W 10.17'
L158 N61 *41'03"E 12.06'
L159 S83'40'32 "E 7.09'
L160 N82'53'03 "E 19.70'
L161 S60'06'30 "E 22.17'
L162 S61'41'03 "W 15.28'
L163 N61'41'03 "E 134.78'
L164 N21'06'21 "W 3.06'
L165 N07'29'23 "W 21.16'
L166 N27'07'20 "E 12 66'
L167 S61'41'03 "W 80.56'
L168 N61'41'03 "E 13.21'
L169 503'53'11 "E 32.95'
L170 S61'41'03 "W 17.91'
L771 N61'41'03 "E 416.00'
L172 S15'52'10 "E 10 07'
L173 S42'1 5'03 "E 20.78'
L174 S61'41'03 "W 432.45'
L175 N61'41'03 "E 68.78'
L176 N61'41'03 "E 93.94'
LINE TABLE
LINE BEARING LENGTH
L177 S37'49'13 "E 15.86'
L178 S12'22'32 "E 14.94'
L179 S61'41'03 "W 97.31'
L180 N16'52'53 "W 8 44'
L181 N19'58'59 "W 21.96'
L182 N61'41'03 "E 548 72'
L183 N61'41'03 "E 69.43'
L184 S44'21'04 "E 31.21'
L7 85 S61'41.03 "W 40.46'
L186 N68'17'15 "W 7 88'
L187 N8442'57 "W 32 04'
L18B N71 '29'56 "W 8.54'
L189 N61'41'03 "E 79.71'
L190 N61'41'03 "E 62.82'
1-191 S14'34'15 "E 30.88'
L192 S61 *41'03"W 50 45'
L193 N37'50'53 "W 30 42'
L194 N61'41'03 "E 235.93'
L195 N61'41'03 "E 435.03'
L196 S62'33'02 "E 36.29'
L197 S61 *41'03"W 352.67'
L198 N87'44'03 "W 22.20'
L199 N66'12'13 "W 23.70'
L200 N61'41'03 "E 51.50'
L201 S50'1 4'37"E 32.34'
L202 S61 *41'03"W 61.34'
L203 S32'34'29 "E 30.08'
L204 N61'41'03 "E 502.99'
L205 S45'25'02 "E 5.34'
L206 S18'49'54 "E 12 00'
L207 S06'47'55 "W 15.97'
L208 S61 *41'03"W 481.32'
L209 N61'41'03 "E 54.68'
L210 S63'55'02 "E 15 80'
L211 S20'25'52 "E 17 32'
L212 S61'41'03 "W 71.09'
L213 SBO'18'20 "W 7.69'
L214 S61 *41'03"W 58.27'
L215 N61'42'15 "W 6.50'
L216 N38'23'44 "W 19 39'
L217 N80'1 8'20 "E 0.70'
L218 N2444'01 "W 1.84'
L219 S62'00'35 "W 15.70'
L220 S40'07'33 "W 5.24'
LINE TABLE
LINE
BEARING
LINE TABLE
L221
LENGTH
LINE
BEARING
LENGTH
13.13'
L45
N83'57'04 "E
6.09'
16 64'
L46
N43'29'43 "E
4.00'
21 96'
L47
N18'24'39 "E
12 00'
13.15'
L48
N3522'01 "E
8.00'
18.47'
L49
N51'36'08 "E
8 00'
20.82'
L50
N24'40'43 "E
3.71'
59.21'
L51
N61'41'03 "E
35.84'
5.12'
L52
N61'41'03 "E
13.01'
12 96'
L53
S61 *41'03"W
61.38'
35.05'
L54
S78*15'22 "W
13.03'
29.76'
L55
S51 '34'55 "W
26.49'
11.03'
L56
S1 8'02'28 "W
8.90'
120.10'
L57
SO4'1 9'03"W
4.00'
11.58'
L58
S57'58'51 "E
4.71'
104'
L59
S61'41'03 "W
29.28'
17.60'
L60
S21'26'1 6"E
13 70'
32.25'
L61
S61'41'03 "W
462'
8.80'
L62
S46'08'44 "W
2.74'
26 01'
L63
N56'29'16 "W
7.70'
10.79'
L64
N28'12'47 "W
7 55'
2 79'
L65
N61 *41'03"E
54.31'
17 76'
L66
S6332'1 5!'E
10.46'
73.96'
L67
N69'26'48 "E
34.07'
15.92'
L68
N3952'02 "E
35.37'
28.00'
L69
N61'41'03 "E
57.97'
6.95'
L70
S30'09'13 "W
46.16'
23.14'
L71
S33'14'16 "W
12.31'
103.72'
L72
S61'41'03 "W
81.16'
13.70'
L73
N81'30.18 "W
29.91'
8.00'
L74
S46'08'44 "W
13.38'
8.91'
L75
S61 *41'03"W
33 22'
69.15'
L76
N61'41'03 "E
10.32'
9.77'
L77
N61'41'03 "E
42 26'
20.92'
L78
S62'26'30 "E
4.40'
10.22'
L79
N78'21'30 "E
16.00'
12.22'
LBO
N50'17'58 "E
12.00'
31.25'
L81
N36'54'41 "E
13.99'
14 75'
L82
N61 *41'03"E
20.04'
8.75'
L63
N61'41'03 "E
47.51'
L84
S19'13'19 "W
E25.39'
14.35'
L85
S40'54'47 "W
10.96'
L86
S49'11'48 "W
13.53'
11.01'
L87
N61 *41'03"E
67.95'
4 00'
1-88
N80'18'20" E
1 9.48'
LINE TABLE
LINE BEARING LENGTH
L89 S08'40'06 "W 13.27'
L90 S30'07'28 "W 31.28'
L91 S61 *41'03"W 10042
L92 N61'41'03 "E 58.74'
L93 S54'55'18 "E 8.30'
L94 S44'39'36 "E 8.39'
L95 S42'26'1 7 "W 14.75'
L96 S84'59'30 "W 36.97'
L97 N61'41'03 "E 9.65'
L98 S39'1 1'29 "E 4.90'
L99 S68'35'45 "E 7.93'
L100 N32'15'40 "E 6.71'
L101 N42'26'17 "E 4.00'
L102 S6826'02 "E 7.60'
L103 N6729'26 "E 18 48'
L704 N59'26'25 "E 13 85'
L105 N51*16'30 "W 5.31'
L106 S69'21'10 "W 3.44'
L107 S49'07'46 "W 24.55'
L108 S43'26'21 "W 4.20'
L109 S61 *41'03"W 7.57'
L110 S78.21'07 "W 7.86'
L11i N71'04'46 "W 12.00'
L112 N44'39'36 "W 3.61'
L113 N61'41'03 "E 57.14'
L114 N61'41'03 "E 16.59'
L115 S07'49'00 "W 19.68'
L116 S32'44'34 "W 15 40'
L117 N09'30'22 "E 22.78'
L118 N61'41'03 "E 175 41'
L119 N55'53'23 "W 18.30'
L120 N72'26'49 "W 19.19'
L121 S61'41'03 "W 3 20'
L122 N71'03'48 "W 4.23'
L123 S71'42'57 "W 2192'
L124 S59'59'30 "W 21.22'
L125 S60'55'34 "W 35.83'
L126 S63'24'21 "W 43.46'
L127 S56'52'19 "W 50 25'
L128 S63'55'11 "W 2308
L129 s69.21'10 "W 21.26'
L130 N 61 *41 *03 "E 15.91'
L131 S1 4'30'04 "E 9.87'
L132 S71 '48'50"E 1 23.47'
LINE TABLE
LINE BEARING LENGTH
L133 N81'55'24 "E 9.80'
L134 S61'41'03 "W 17.07'
L135 N61'41'03 "E 27.09'
L136 N61'41'03 "E 18 54'
L137 S66'12'34 "E 10.11'
L138 N28'45'43 "E 14.68'
L139 N61'41'03 "E 98.55'
L140 N71'47'43 "W 26.36'
L141 N81'30'00 "W 18.14'
L142 S61 *41'03"W 37.85'
L143 S76'43'20 "E 40.39'
L144 N62'59'35 "E 27.24'
L145 N23'38'44 "E 14.21'
L146 N21'14'04 "E 3.15'
L7 47 S21 *14'04 "W 21.51'
L748 S4749'09 "W 1117'
Li 49 S61 *41'03"W 17.75'
L150 S62'13'22 "W 15.80'
L151 S70'50'04 "E 16 73'
L152 N87'00'28 "E 12.00'
L153 N51'47'41 "E 24.32'
L154 S81'00'38 "W 9 66'
L155 S621 3'22 "W 22.28'
L156 N84'01'1 0 "W 17.24'
L157 S81'00'38 "W 10.17'
L158 N61 *41'03"E 12.06'
L159 S83'40'32 "E 7.09'
L160 N82'53'03 "E 19.70'
L161 S60'06'30 "E 22.17'
L162 S61'41'03 "W 15.28'
L163 N61'41'03 "E 134.78'
L164 N21'06'21 "W 3.06'
L165 N07'29'23 "W 21.16'
L166 N27'07'20 "E 12 66'
L167 S61'41'03 "W 80.56'
L168 N61'41'03 "E 13.21'
L169 503'53'11 "E 32.95'
L170 S61'41'03 "W 17.91'
L771 N61'41'03 "E 416.00'
L172 S15'52'10 "E 10 07'
L173 S42'1 5'03 "E 20.78'
L174 S61'41'03 "W 432.45'
L175 N61'41'03 "E 68.78'
L176 N61'41'03 "E 93.94'
LINE TABLE
LINE BEARING LENGTH
L177 S37'49'13 "E 15.86'
L178 S12'22'32 "E 14.94'
L179 S61'41'03 "W 97.31'
L180 N16'52'53 "W 8 44'
L181 N19'58'59 "W 21.96'
L182 N61'41'03 "E 548 72'
L183 N61'41'03 "E 69.43'
L184 S44'21'04 "E 31.21'
L7 85 S61'41.03 "W 40.46'
L186 N68'17'15 "W 7 88'
L187 N8442'57 "W 32 04'
L18B N71 '29'56 "W 8.54'
L189 N61'41'03 "E 79.71'
L190 N61'41'03 "E 62.82'
1-191 S14'34'15 "E 30.88'
L192 S61 *41'03"W 50 45'
L193 N37'50'53 "W 30 42'
L194 N61'41'03 "E 235.93'
L195 N61'41'03 "E 435.03'
L196 S62'33'02 "E 36.29'
L197 S61 *41'03"W 352.67'
L198 N87'44'03 "W 22.20'
L199 N66'12'13 "W 23.70'
L200 N61'41'03 "E 51.50'
L201 S50'1 4'37"E 32.34'
L202 S61 *41'03"W 61.34'
L203 S32'34'29 "E 30.08'
L204 N61'41'03 "E 502.99'
L205 S45'25'02 "E 5.34'
L206 S18'49'54 "E 12 00'
L207 S06'47'55 "W 15.97'
L208 S61 *41'03"W 481.32'
L209 N61'41'03 "E 54.68'
L210 S63'55'02 "E 15 80'
L211 S20'25'52 "E 17 32'
L212 S61'41'03 "W 71.09'
L213 SBO'18'20 "W 7.69'
L214 S61 *41'03"W 58.27'
L215 N61'42'15 "W 6.50'
L216 N38'23'44 "W 19 39'
L217 N80'1 8'20 "E 0.70'
L218 N2444'01 "W 1.84'
L219 S62'00'35 "W 15.70'
L220 S40'07'33 "W 5.24'
LINE TABLE
LINE
BEARING
LENGTH
L221
S61'41.03 "W
48.65'
L222
N61'41'03 "E
54.13'
L223
S64'32'33 "E
37.19'
L224
S61'41'03 "W
55.69'
L225
N61'41'03 "E
489 33'
L226
S61'41'03 "W
469.59'
WETLAND TOTAL IMPACTS
NAME
TEMPORARY
IMPACT
SF AC
PERMANENT
IMPACT
SF AC
WETLAND "Al"
2,498 / 0.057
0 / 0
WETLAND "J2"
3,532 / 0.081
24,921 / 0.572
WETLAND "J3"
0 / 0
2,915 / 0.669
WETLAND "J4"
0 / 0
1,642 / 0 038
WETLAND "J5"
0 / 0
1,699 / 0 039
WETLAND "J6"
14,856 / 0.341
29,189 / 0 670
STREAM BUFFER IMPACTS
NAME
TEMPORARY IMPACT
ZONE 1 ZONE 2
PERMANENT IMPACT
ZONE 1 ZONE 2
LENGTH
STREAM 1A
3,009
462
920
1098
98.64'
STREAM 1B AND 1C
4,764
0
5,476
3,216
113- 227'48'
1C-30.51'
STREAM 1D
0
0
2,280
971
33.11'
STREAM 1E
0
0
2,351
1,470
37 74'
STREAM 1F
1,035
646
963
602
31.20'
WEST SIDE TAR RIVER
0
0
811
675
0
EAST SIDE TAR RIVER
0
0
1,256
646
0
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
REFLECTS THE DELINEATION EVIDENCE PROVIDED BY S &ME
ENNARONMENTAL SERLICE8 ON 11 -12 -2014
iz/orf�-
AVID A CLARK, PLS L-4649
SEAL
L- 46 49
©y'tia SURE {altA - -
1 A
0/1111110\\
JURISDICTIONAL BOUNDARIES
OF
GREENVILLE LINE 42
REPLACEMENT GAS LINE
IR# 2738993
PIEDMONT NATURAL GAS
COMPANY, INC.
PITT COUNTY
GREENVILLE, NORTH CAROLINA
SHEET 8B OF 44
C License No. C -1362 I
Regional Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

127
PIN- 5666 -89 -1842
F. RAY MOORE
DB 1172 PG 597
i ~,Y!.�1 ''L ' � /a t laa .:� • i'.'•.J• �M r.�.: J r
!. �,..� `. �•� �' '� �i .�`r l .`� per- r �-� 4�1, / !
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/
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JDD "12"
TO BE OPEN CUT
50 LF
LEGEND: c`
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T1 TELEPHONE PEDESTAL
G
GMT GAS MARKER
N: 669868 25
E 256840317
PIN: 5666 -89 -4456
BEAUFORT COUNTY
COMMITTEE OF-100, LTD
N DS 1416 PG 948
PC -G S -42 -5
I NEW 20' GAS ESM'T �
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/L - -- -- 77- - - -_
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J L2
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2
O77! /
�2
Q
N
t�
Z
3S.
TO BE OPEN CUT
JDD'12'
JDD '1Y
OPEN CUT
LINE TABLE
53 LF.
LINE
LENGTH
BEARING
L1
14 49'
S72'31 35 E
L2 .
39.30
S5316'34 E
L3
16.63'
S51'31'27 W
14
32500
N45'04'22'W
L5
23 Of
N76'14'53'W
L6
16.27'
N51'31'27'E
Ltj
FIRE DEPT. CONNECTION
LENGTH
0
REBAR FOUND
/ 126`
•
`_
COMPUTED POINT (NOT SET)
.,` PIN. 56 89 -0212
WOODUNE
COUNTY
�`
®
AXLE FOUND
COMMITTEE LTD
COMMITTEE OF
Q
IRON PIPE FOUND
DB 1418 2
95
PC -G 5 -44 952 -5
SANITARY SEWER LINE
LINE
LENGTH
----- - - - - -- SANITARY SEWER EASEMENT
L7
REPLANT AREA
—E—E— OVERHEAD ELECTRICAL
L8
1 28 07-1
WOODUNE
I
s G ®G® PROPOSED GAS LINE
y
PERMANENT IMPACT AREA
.. — • — • — JURISDICTIONAL BOUNDARY
y
REPLACEMENT GAS
PROPERTY LINE
IR# 2738993
DUKE POWER EASEMENT
-
— —PROPOSED PNG EASEMENT
TEMPORARY IMPACT AREA
- — — — — - TEMP WORKSPACE
SHEET 41 OF 44
FENCEUNE
y y ♦ y a
OHU OVERHEAD UTILITIES
+ y y y
EXISTING WETLAND
NOS
1. MAINTENANCE CORRIDOR IS NOT
TO EXCEED 30' IN WDTH WITHIN
THE JURISDICTIONAL BOUNDARIES,
UNLESS OTHERWISE NOTED.
2. PIPE INSTALLATION THROUGH
JURISDICTIONAL BOUNDARY BY
OPEN CUT.
3 MAP POINTS FOR ADDTIONAL
CROSSING BASED ON S &ME GPS DATA
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I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
REFLECTS THE DELINEATION EVIDENCE PROVIDED BY S&ME
ENVIRONMENTAL SERVICES ON 02 -13 =2012
L ) 7� 8,/3
DAVID A. CLARK, PLS L -4649
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LINE TABLE
LINE
LENGTH
BEARING
L7
11.68'
S87'11'58'E
L8
1 28 07-1
S72-31 'WE
GRAPHIC SCAi.6
60 0 30 60
im
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42
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LINE
IR# 2738993
PIEDMONT NATURAL GAS
COMPANY, INC.
BEAUFORT, COUNTY
WASHINGTON, NORTH CAROLINA
SHEET 41 OF 44
N.0 License No C -1362
Regionai Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

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