20110877 Ver 4_401 Application_20141114

LETTER OF TRANSMITTAL
S &ME, Inc.
9751 Southern Pine Blvd.
Charlotte, NC 28273
704.523.4726
704.525 -3953 fax
To: NC Division of Water Resources
401 and Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Fir
Date: November 3, 2014
Job No. 1357 -11 -008 Ph 01
PNG Wilson Line 40A
Attn Ms Karen Higgins
We Are Sending You ® Attached ❑ Under separate cover via
following items
❑ Shop drawings ❑ Contract ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ® Report
the
Copies
Date
No
Description
5
10/31/14
1
Revision to Existing NWP No. 12 /WQC No 3884 Authorization
1
11/3/14
2
CD with Revision
1
10/31/14
3
Check for $570 00 to NC Division of Water Quality
These Are Transmitted As Checked Below
® For approval ® For your use
❑ As requested ® For Review
❑ For Bids Due _ /_/ ❑ Prints Returned After Loan To Us
Remarks Attached are 5 copies, a CD and a check If you have any questions,
please contact Joey Lawler at 704 523 4726 Thank you,
Signed
Gloria A Keiffer
Administrative Ass
S &ME, INC / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704 523 4726 f 704 525 3953 / www smeinc com

f F'
11_7� 7M
October 31, 2014
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Attention: Mr. Craig Brown
N.C. Division of Water Resources
401 and Buffer Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Attention: Ms. Karen Higgins
Reference: Revision to Existing NWP No. 12 /WQC No. 3884 Authorization
PNG Wilson Line 40A
Wilson County, North Carolina
SAW 2011 -02239
DWR Project No. 11- 0877v2
S &ME Project No. 1357 -11 -008 Ph 01
Dear Mr. Brown and Ms. Higgins:
On behalf of Piedmont Natural Gas (PNG), S &ME, Inc. (S &ME) hereby submits this
Pre - construction Application (PCN) to authorize impacts to waters of the U.S. due to
design/routing revisions to a project previously- approved under Nationwide Permit
(NWP) No. 12 and Water Quality Certification (WQC) No. 3884. The project, identified
as PNG Wilson Line 40A, will involve replacement of approximately 2.6 miles of natural
gas pipeline in Wilson County, North Carolina, and will involve minimal loss of waters
of the T L "s_
The project was originally authorized by the U.S. Army Corps of Engineers ( USACE) on
December 1, 2011 (SAW 2011 - 02239) and by the N.C. Division of Water Resources
(NCDWR) on November 22, 2011 (Project No. 11- 0877). The project was delayed due
to engineering changes, during which time the original permit authorizations expired.
The project was re- authorized by the USACE on Aprill5, 2014, and by NCDWR on July
21, 2014. Copies of these 2014 re- authorization letters are included in Appendix I.
In support of this application, please find enclosed the following:
• Figures: Site Vicinity Map (Figure 1), USGS Topographic Map (Figure 2) and 2013
Aerial Photograph (Figures 3 -5)
S &ME, INC. / 9751 Southern Pine Blvd / Charlotte, NC 28273 / p 704.523.4726 / f 704.525.4929 / www.smeinc.com

Revision to Existing NWP -12MQC 3384 Authorization SWE Project No. 1357 -11 -008 Ph 01
PNG Wilson Line 40A October 31, 2014
• Appendix I: 2014 Permit Re- authorization Letters
• Appendix II: PCN and Authorization to Act as Agent
• Appendix III: Revised Stream, Wetland and Buffer Impact Tables
• Appendix IV: Revised Jurisdictional Boundary Drawings (Sheets Ithrough 8)
• Appendix V: Original Mitigation Credit Receipts and Requests for Additional
Mitigation
Prior to the project's anticipated construction date, it was determined that due to the age,
depth, and condition of the existing gas line, the use of heavy equipment above the
existing pipe may pose a safety risk to the personnel installing the new pipe. Gas being
transported through the existing line cannot be diverted until the new line is installed and
ready for service. In order to avoid working on top of the existing "loaded" line, PNG
determined that additional temporary workspace would be needed to accommodate the
heavy equipment that will be installing the new line. Additionally, PNG is implementing
a policy of locating transmission lines away from densely populated areas where
practicable. To that end, a segment of the proposed pipe that was previously proposed
for construction through a residential area has been relocated. Those factors, coupled
with additional minor routing adjustments, necessitate re- submission of this PCN such
that the current impacts are accurately reflected in the appropriate permit authorizations.
It should also be noted that since the time of the original delineation in 2011, natural
changes to the wetland vegetation condition have occurred, such that some areas
previously identified as "herbaceous" are now currently classified as "scrub- shrub." As
such, some previous impacts that were originally considered temporary, in that the
vegetative condition of the wetlands would not change following construction, are now
considered permanent conversion, requiring mitigation from the USAGE.
The revised design and new workspace will temporarily affect additional wetland areas.
The project revisions will also result in revisions to the Zone 1 and Zone 2 buffer
impacts, which have been submitted to the NCDWR under a separate cover. A copy of
the revised PCN and Agent Authorization Form from PNG are included in Appendix II,
and revised impact tables are included in Appendix III.
GENERAL PROJECT INFORMATION
The purpose of the project has not changed since its approval. PNG plans to replace a
segment of aging 4 -inch natural gas line in Wilson County, N.C. and construct a new
meter station. Due to the re- design efforts, the pipeline will now originate at a tie -in with
an existing line located south of Lane Street and west of Martin Luther King Parkway
(35.706822 °N, - 77.881125 °W) and extend approximately 2.6 miles south and west to its
terminus at a PNG "City Gate" station located west of Baldree Road (35.6952 °N,
77.9186 °W). The location of the project corridor is depicted on the Site Vicinity Map
(Figure 1), on portions of the appropriate USGS Topographic Map (Figure 2), and on an
aerial photograph dated 2013 (Figure 3).
Replacement of the existing gas line involves excavation of the old 4 -inch line and
replacement with new line of the same diameter. During routing review for the planned
F,

Revision to Existing NWP -12MQC 3384 Authorization SWE Project No. 1357 -11 -008 Ph 01
PNG Wilson Line 40A October 31, 2014
replacement, areas of encroachment by local municipalities were discovered, facilitating
the need to obtain new ROW (parallel to the existing ROW) and abandon those sections
where encroachment has occurred. Additionally, the new line has been routed farther
away from residential areas. In other areas, it parallels or will be installed within the
existing natural gas ROW within the project corridor.
In uplands, PNG plans to remove and replace the existing line within the existing 30 -foot
ROW. To minimize disturbance to jurisdictional Waters of the U.S., PNG plans to leave
the abandoned pipeline in place in areas of encroachment. At bore locations, PNG also
plans to abandon the existing line in place and install a new line in an additional 10 -foot
of proposed ROW adjacent to the existing 30 -foot ROW. Of the 40 -foot ROW in areas
that will be bored, only 30 feet will be permanently maintained. In areas where local
municipalities have encroached within PNG's existing easement, the old line will be
abandoned in place and a new 40 -foot ROW acquired. Of the 40 feet, only 30 feet will
be permanently maintained, while the remaining 10 feet will consist of temporary work
space (TWS). Wetland and stream crossings that will be installed via conventional
methods will be installed within the existing ROW, and no additional permanent
conversion of vegetation will occur in these areas. The combined permanent and
temporary ROW width will be limited to 40 feet at stream crossings during construction,
except as otherwise noted to provide for safe installation of the pipe.
Areas within wetlands that are disturbed will be seeded with a customized wetland seed
mix. Areas outside of the permanently maintained ROW will be allowed to re- vegetate
naturally. Stream banks temporarily affected by trenching or placement of the equipment
bridge will be stabilized with a separate native seed mix specifically designed for riparian
areas, placement of coir matting, or installation of native woody plantings (livestakes or
tubelings) where Neuse River buffer rules apply. Otherwise, stream banks will be matted
and seeded with the riparian seed mix only.
REVISED PROJECT IMPACTS
The revised, overall project impacts are identified in Tables 1 through 3, and in greater
detail in appropriate tables in Appendix III. The additional impacts will occur as a result
of equipment operating in the new TWS or routing revisions. Further, as indicated
previously, vegetation within some of the wetland areas that had been logged just prior to
the original site delineation in 2011 has since regrown to a scrub -shrub form, resulting in
additional conversion impacts.
Table 1: Wetland Impact Summary
Wetland Impacts
Temporary (ac)
Permanent (ac)
Conversion
Fill Placement
0.903
1.23
0.041

Revision to Existing NWP -12MQC 3384 Authorization SWE Project No. 1357 -11 -008 Ph 01
PNG Wilson Line 40A October 31, 2014
Table 2: Stream Impact Summary
Stream Impacts
Temporary (If) Permanent (If)
169 0
Table 3: Riparian Buffer Impact Summary
Buffer Impacts
Temporary (sf)
Permanent (sf)
Zone 1
Zone 2
Zone 1
Zone 2
5,036
3,224
11,125
12,088
Work in wetland areas and buffers will include removal of the above - ground vegetation,
temporary side - casting of material or placement of temporary crossings for the equipment
access. Although the project will result in conversion of forested wetlands to herbaceous
wetlands, the loss of waters of the U.S. is limited to 1,801 sf (0.041 acre) associated with
construction of the meter station. Temporarily- impacted wetlands, along with the TWS
used during construction, will be restored to their original grade and contour.
The revised wetland, stream, and riparian buffer impacts are identified in their respective
tables in Appendix III, and a revised set of drawings that depict the impacts currently
proposed are included in Appendix IV.
Typical stream and wetland crossings details were depicted in the original permit
application. Following construction, temporarily - disturbed wetlands within the
permanent ROW will be restored to an herbaceous state, while those within the TWS will
be restored and allowed to return to a forested condition. Affected stream banks will be
re- constructed to their pre - disturbance dimension and profile, and stabilized using coir
matting and vegetative plantings, without use of riprap or hard armoring. Please refer to
the restoration plan included with the original permit application package for additional
details.
MITIGATION
Wetlands
The original wetland impacts associated with the December 2011 permit required
purchase of 0.75 acre of credit, which was obtained from the N.C. Ecosystem
Enhancement Program (NC EEP) (see receipt in Appendix V). Based on coordination
with the USACE, the additional wetland impacts associated with this revision will require
purchase of an additional 0.5 acre of credit. PNG plans to obtain this credit from NC
EEP, who has notified S &ME that the credit is available, and is preparing a statement of
availability for their purchase.
Riparian Buffer
The original buffer impacts associated with the December 2011 permit required 20,421
credits, which were obtained from Greene Environmental Services (see receipt in
4

Revision to Existing NWP -12MQC 3384 Authorization SWE Project No. 1357 -11 -008 Ph 01
PNG Wilson Line 40A October 31, 2014
Appendix V). The additional buffer impacts associated with this revision will require
purchase of an additional 5,952 credits, as detailed in the appropriate table in Appendix
III. PNG plans to obtain these credits from EBX, who have notified S &ME that the
credits are available, and are preparing a statement of availability for their purchase.
CLOSING
By copy of this correspondence and completed PCN, we are requesting your written
concurrence with this revision to the project's NWP No. 12/WCQ 3884 authorizations. If
you have questions or need additional information, please feel free to contact us at
704.523.4726.
Sincerely,
S &ME
Crystal J. Fox, C.E. Joey Lawler, P.W.S.
Project Scientist Project Manager
cfox�smeinc.com jlawler ,smeinc.com
Senior Reviewed by Jason S. Reeves, P.E.
Attachments
5

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N '' Proposed Line 40AAlignment
I Relatively Permanent Water (RPW), Seasonal
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A Tributary Jurisdictional Ditch (JDD), Seasonal
REFERENCE: = FIGURE NO.
THE PROPOSED LINE 40 ALIGNMENT AND PREVIOUS ALIGNMENT WERE PROVIDED BY REGIONAL LAND SURVEYORS. THE BACKGROUND GIS DATA Dj '� 000 2,000- - RPW, Year -round
LAYERS WERE OBTAINED FROM ESRI ONLINE GEOGRAPHIC DATA. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT -
FOR DESIGN, LEGAL, OR ANY OTHER USES. THEREARE NO GUARANTEES ABOUT ITS ACCURACY. S &ME, INC. ASSUMES NO RESPONSIBILITY FORANY A } - �
DECISION MADE OR ANYACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. _N Feet 0 Wetlands Nty.

Appendix I:
2014 Permit Re- authorization Letters

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW- 2011 -02239
County: Wilson
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/ Authorized Agent: Mara Sikora, P.E. Piedmont Natural Gas
Address: 4720 Piedmont Row Drive
Charlotte, NC 27210
Telephone No.: 704 - 731 -4375
Size and location of property (water body, road name /number, town, etc.): The 2.4 mile linear project runs from an
existing meter station located south of the intersection of Butterfield Lane and Martin Luther Kind Parkway, and
extends approximately 2.4 miles south and west to its terminus at the PNG "city late" station, located west of
Baldree Road, Wilson County, NC.
Description of projects area and activity: This permit authorizes temporary impacts to 1.97 acres of wetland, and 204
linear feet of stream. 0.69 acres of wetland will be permanently converted from forested to emergent. 0.039 acres
of wetland are proposed to be permanently filled. SEE ATTACHED SPECIAL PERMIT CONDITIONS.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subj ect to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals /permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Thomas Brown at telephone number 919 -554 -4884 extension 22.
Corps Regulatory Official — l/ Date: April 15, 2014
Expiration Date of Verification: March 18,-20

Determination of Jurisdiction:
® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
❑ 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 date of this
notification.
❑ There are waters of the US and /or wetlands within 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.
❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued Action ID
Basis of Jurisdictional Determination:
This jurisdictional determination is only for the waters /wetlands proposed for impacts associated with this Nationwide Permit
and does not include any other waters /wetlands that may be located on the property.
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 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:
District Engineer, Wilmington Regulatory Division
Attn: Thomas Brown, Project Manager,
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
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 District 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 January 30, 2011.
**It is not necessary to submit an rm to the Dist ° ffice if you do not object to the determination in this correspondence. * *
Corps Regulatory Official:
Date April 15, 2014 Expiration Date April 15, 2019
Copy Furnished:
Joey Lawler
S &ME, Inc
9751 Southern Pine Boulevard
Charlotte, NC 28723

all
Permit Number: SAW- 2011-02239
Permit Type: NW12
Name of County: Wilson
Name of Permittee: Piedmont Natural Gas
Date of Issuance: April 15, 2014
I� rcject Manager: Thomas Brown
Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this
certification and return it to the following address:
U.S. Army Corps of Engineers
Attention: CESAW-RG-R
3331 Heritage Trade Dr. Suite 105
Wake Forest, NC 27591
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in accordance with
the terms and conditions of the said permit, and required mitigation was completed in accordance with the
permit conditions.
Signature of Permittee
Date

A.- INITIAL PROFFERED PERMIT: You may accept or object to 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
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 11 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 terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 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 11 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. I
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 11 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.

Action ID: 2011-02239
County, Wilson
In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation
Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this
form, are hereby incorporated as special conditions of this permit authorization.

U.S. ARMY CORPS OF ENGINEERS.
Wilmington District
Compgnsatory Mitigation Responsibility Transfer Form
Permittee: Piedmont Natural Gas Action ID: SAW-2011-02231_1_7
Project Name: PNG Wilson Line 40A County: Wilson
Instructions to Permkttee: The Permittee must provide acopy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permktee*s responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of signed
copy of this form before conducting authorized impacts' unless otherwise specified below. If more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur
in more than one 8-digit Hydrologic Unit Code (HUQ. multiple forms will be attached to the permit, and the separate forms
for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permbtee. Once the form is signed, the Sponsor must update the
appropriate ledger and provide a copy of the signed form to the Permittee and to the U5A[E Bank/In-Lieu Fee Program
Manager. The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digitHUCand Basin: 03020203.,Neuse River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Riparian
Riparian
Warm
Cool
Cold
Non-Riparian
Coastal
*If more than one mitigation sponsor will be used for the permit, only include impacts tobe mitigated bythis sponsor.
Compensatory Mitigation Requirements: 8-digitH�and Basin: 03020203J. Neuse River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Riparian
Riparian
Warm
Cool
Cold
Non-Riparian
Coastal
Mitigation Site Debited: NCEEP
(List the name of the bank to be debited. For umbrella banks, also list the specific site.
acceptance letter identifies a specific site, also list the specific site to be debited).
Section tmbe completed by the Mitigation Sponsor
For NCEEP., list NCEEP. If the NCEEP
Statement of Mitigation Liability Acceptance: I., the undersigned, verify that |amauthorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and | certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACEPermittee and Action
|D number shown. I also verify that released credits (and/or advance credits for NCEEP), as approved by the USACE, are
currently available at the mitigation site identified above. Further, | understand that if the Sponsor fails to provide the
required compensatory mitigation, the U5ACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor"s Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1of2 Form Updated 2Octobe�2Ol2

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation ( NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE
administrative records for both the permit and the Bank /ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager (address below) is provided with a signed copy of this form.
® If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and /or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank /ILF Instrument.
Comments /Additional Conditions:
Requiring Mitigation at a 1:1 Ratio
This form is not valid unless signed by the mitigation Sponsor and USACE Project Manager. For questions regarding this
form or any of the conditions of the permit authorization, contact the Project Manager at the address below.
USACE Project Managers Thomas Brown
USACE Field Office:
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email:
Thomas.L.Brown @usace.army.mil
USACE Project ManSignature
April 15, 2014
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http: / /ribits.usace.army.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at http : / /regulatory.usacesurvey.com/ to complete the survey online.

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 11, 2014
Piedmont Natural Gas
Attn: Roberto Cisneros
4720 Piedmont Row Drive
Charlotte, NC 28210
DWR # 11- 0877v2
Wilson County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B.0233) WITH ADDITIONAL CONDITIONS
PNG Wilson Line 40A
Dear Mr. Cisneros:
You have our approval for the impacts listed below for the purpose described in your application dated
February 24, 2014 and received by the Division of Water Resources (Division) on February 25, 2014. These
impacts are covered by the attached Water Quality General Certification Number 3884 and the conditions
listed below. This certification is associated with the use of Nationwide Permit Number 12 once it is issued to
you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local
permits before proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non - Discharge, and Water Supply Watershed regulations. This 401 Certification and Buffer
Authorization replace the 401 Certification and Buffer Authorization issued to you on November 22, 2011.
This approval requires you to follow the conditions listed in the enclosed certification and the following
additional conditions:
The following impacts are hereby approved provided that all of the other specific and general conditions of
the Certification, General Permit and /or Buffer Rules are met. No other impacts are approved, including
incidental impacts.
NorthCarolina
;Vaturallrf
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone [phone]
Internet: www.ncwaterguality.org Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity /Affirmative Action Employer-50% Recycled /10% Post Consumer Paper

PNG Wilson Line 40A
DWR #11- 0877v2
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
0 (acres)
0.336 (acres)
Site A
Wetland
0.039 (acres)
0.850 (acres)
Site B
Wetland
0 (acres)
0.306 (acres)
Site D
Wetland
0 (acres)
0.321 (acres)
Site E
_
0 (acres)
Wetland
0.114 (acres)
Site F
Stream
0 (linear feet)
89 (linear feet)
Site 1
Stream
0 (linear feet)
36 (linear feet)
Site 2
Stream
0 (linear feet)
40 (linear feet)
Site 3
Stream
0 (linear feet)
37 (linear feet)
Site 6
Stream
0 (linear feet)
2 (linear feet)
Site 7
Buffers —Zone 1
1,214 (square feet)
4,915 (square feet)
Site 1
Buffers — Zone 2
541 (square feet)
1,950 (square feet)
Site 1
Buffers — Zone 1
871 (square feet)
2,551 (square feet)
Site 2
Buffers — Zone 2
611 (square feet)
2,542 (square feet)
Site 2
Buffers —Zone 1
726 (square feet)
2,953 (square feet)
Site 6
Buffers — Zone 2
341 (square feet)
1,969 (square feet)
Site 6
Buffers —Zone 1
7,321 (square feet)
7,532 (square feet)
Site 7
Buffers — Zone 2
7,533 (square feet)
9,914 (square feet)
Site 7

PNG Wilson Line 40A
DWR #11- 0877v2
401 AND BUFFER APPROVAL
Page 3 of 4
2. No Waste. Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre - Construction Notification. All construction activities, including
the design, installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or rules
occur.
3. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing (or
similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland
or water prior to any land disturbing activities to ensure compliance with 15 NCAC 02H .0500.
4. This approval is for the purpose and design described in your application. The plans and specifications for
this project are incorporated by reference as part of the Certification and Buffer Authorization. If you
change your project, you must notify the Division and you may be required to submit a new application
package with the appropriate fee. If the property is sold, the new owner must be given a copy of this
approval letter and General Certification and is responsible for complying with all conditions.
5. This approval and its conditions are final and binding unless contested.
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of General Statute
150B by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby
known as OAH). A petition form may be obtained from the OAH at http: / /www.ncoah.com/ or by calling the
OAH Clerk's Office at (919) 431 -3000 for information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is
considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in the
OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays).
The petition may be faxed to the OAH at (919) 431 -3100, provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609 -6285
One (1) copy of the petition must also be served to DENR:

Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DENR -DWR — Webscape Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR -DWR — Webscape Unit
512 N. Salisbury Street
Raleigh, NC 27604
PNG Wilson Line 40A
DWR #11- 0877v2
401 AND BUFFER APPROVAL
Page 4 of 4
This letter completes the review of the Division under section 401 of the Clean Water Act and the Neuse
Riparian Buffer Rules as described in 15A NCAC 02B .0233 . Please contact Cherri Smith at 919 - 791 -4251 or
cherri.smith @ncdenr.gov if you have any questions or concerns.
Sincerely,`,:
Danny Smith
Supervisor, Water Quality Regional Operations Section
Enclosures: GC 3884
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Drive, St. 105;
Wake Forest, NC 27597
DWR RRO 401 Files
Joey Lawler; S &ME, Inc.; 9751 Southern Pine Blvd.; Charlotte, NC 28723

Appendix II:
PCN and Authorization to Act as Agent

0� W Q7 ,9
0lqi� -'7
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
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
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?
FEI es
® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
PNG Wilson Line 40A
2b.
County:
Wilson
2c.
Nearest municipality / town:
Wilson
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.:
704.731.4375
3g.
Fax no.:
704.731.4098
3h.
Email address:
bob.cisneros @piedmontng.com
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Utility Company
4b.
Name:
Roberto Cisneros
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.:
704.731.4370
4g.
Fax no.:
704.731.4098
4h.
Email address:
bob.cisneros @piedmontng.com
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Joey Lawler
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.:
704.604.6474
5f.
Fax no.:
704.525.3853
5g.
Email address:
jlawler @smeinc.com
Page 2 of 12
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: origin:35.706822 ; terminus: 35.6952
1 b.
Site coordinates (in decimal degrees):
Longitude: - origin:- 77.881125 ; terminus:77.9186
(DD.DDDDDD) (- DD.DDDDDD)
1c.
Property size:
Approximately 12.5 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Hominy Swamp
proposed project:
2b.
Water Quality Classification of nearest receiving water:
Varies along route. Hominy Swamp is classified as
WSIV; NSW
2c.
River basin:
Neuse 03020203
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 project will be constructed within or adjacent to existing, mainatined utility corridors, through open areas and
woodland. General land use in the vicinity of the project corridor consists of mix of light industrial, residential areas,
active farmlands, forest and clear -cut areas. Primary natural habitat types consist of maintained utility corrdiors, pine and
hardwood forests and floodplain wetlands. A variety of other land use areas are located along the project corridor, and
include landscaped or maintained lawns, roadway rights -of -way (ROWs) or lightly - developed areas.
3b.
List the total estimated acreage of all existing wetlands on the property:
Approximately 2 acres
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 400 linear feet
3d.
Explain the purpose of the proposed project:
The primary purpose of this project is to replace a seection of aging gas line within the corridor. Additionally, PNG has
discovered that some area of existing easement have been encroached upon by local municipalities. In these areas, it is
necessary to obtain new ROW for safety purposes. Finally, portions of the new line have been routed away from the
existing line to increase its distance from resindetial areas.
The project was originally authorized by the U.S. Army Corps of Engineers (USACE) on December 1, 2011 (SAW 2011-
02239) and by the N.C. Division of Water Resources (NCDWR) on November 22, 2011 (Project No. 11- 0877). The
project was delayed due to changes in the changes in the anticipated demands of the service area, which required PNG
to conduct an engineering e- evaluation the proposed replacement project. Based on that re- evaluation, PNG determined
that the size of the replacement line as previously proposed would not change, but that construction of a regulator station
and its associated earthen pad would be required. Construction of the regulator station will impact an additional 1,800
square feet (sf) of scrub -shrub wetlands north of Industrial Park Drive through placement of earthen fill and a concrete
pad to support aboveground piping associated with the station.
3e.
Describe the overall project in detail, including the type of equipment to be used:
Replacement of existing gas line involves excavation of the old 4 -inch line and replacement with new line of the same
diameter. During routing review for the planned replacement, areas of encroachment by local municipalities were
discovered, facilitating the need to obtain new ROW (parallel to the existing ROW) and abandon those sections where
encroachment has occurred. PNG has routed the new gas line such that it parallels or is installed within existing natural
gas ROW for its entire route within the project corridor where possible, but has also sought to relocate portions of the new
line away from residential areas.
In uplands, PNG plans to remove and replace the existing line within the existing 30' ROW. To minimize disturbance to
jurisdictional Waters of the U.S., PNG plans to leave the abandoned pipeline in place in areas of encroachment or areas
that will be bored. At bore locations PNG plas to install a new line in an additional 10' of proposed ROW adjacent to the
existing 30' ROW. Of the 40' ROW in areas that will be bored, only 30' will be permanently maintained. In areas where
local municipalities have encroached on PNG's existing easement, the line will be abandoned in place and a new 40'
ROW acquired. 30' of the newly- acquired ROW will be permanently maintained. Disturbance at wetland and stream
crossings will be limited to 40' in width during construction, unless otherwise depicted on the attached drawings. At
crossings that do not involve HDD /bore, a trench will be excavated to install the pipe. Within wetlands, stump removal or
light grading may occur outside of the trench line only if required for safety reasons, and toposil and subsoil excavated
from the trench will be segregated. The pipe will then be lowered into the trench, and the trench backfilled, with the
toposil replaced last. Affected wetland areas and stream crossings will then be restored to pre- disturbance contours,
stabilized and seeeded with specialized, native seed mixes. Affected portions of the TWS will be allowed to revegetate
naturally. Streambanks temporarily affected by trenching or placement of equipment bridges will be stabilized with coir
matting and native woody plantings.
The project will terminate at an existing city gate station located west of Baldree Road. Industry- standard earthmoving
and pipelining equipment, such as bulldozers, excavators, dump trucks and sidebooms will be used to conduct the work.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes E] No El Unknown
project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what type
El Preliminary El 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.
See Appendix 1
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 Appendix 1
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
[6b.
If yes, explain.
N/A
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: See attached 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
3i. Comments: See Attached Stream Impact Table in Appendix III
Page 6 of 12
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 ❑ PEI T
03 ❑ PEI T
04 ❑ PEI T
4f. Total open water impacts
4g. Comments: No open -water impacts will occur.
5. Pond or Lake Construction
If pond or lake construction proposed, then 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:
5i. Expected pond surface area (acres):
5j. 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 ❑ Tar - Pamlico ❑ 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)
Temporary T
impact
required?
B1 ❑P ❑T
F-1 Yes
❑ No
B2 ❑P ❑T
F-1 Yes
❑ No
B3 ❑P ❑T
F-1 Yes
❑ No
6h. Total buffer impacts
6i. Comments: See Riparian Buffer Impact Table in Appendix III.
Page 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project was designed to parallel existing utility ROW where practicable. Wetlands and streams were delineated within an
approximately 300 -foot wide corrdior and avoided where practicable. The combined width of the permanent ROW and TWS
will be not exceed 40 feet at stream and wetland crossings. Efforts were made to site extra TWS needed for bore or drill
setups away from wetlands and streams.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The project will make use of horizontal direction drill (HDD) and conventional bore (collectively referred to as "trenchless"
crossings).
Where streams are not bored or drilled, isolation methods (dry construction with clean water dam - and -pump or dam -and-
flume) will be used. Impacts will be minimized by stabilizing the temporarily- affected banks with coir matting and deep- rooted
vegetation rather than riprap. Wetland impacts will be minimized during construction through the use of equipment mats at
crossings and trench plugs to prevent alterations to wetland hydrology.
Additionally, construction equipment operating within the wetland will be limited to that equipment necessary for clearing,
construction and restoration activities. Wetland vegetation will be cut at ground level, leaving existing root systems in place to
promote re- growth. To the extent practicable, wetland topsoil will be segregated from the underlying subsoil in areas
disturbed by trenching, except in areas with standing water or saturated soils, or where no topsoil is evident. Within wetlands,
yearly vegetation maintenance will only be conducted within a corridor that is not greater than 30 feet wide. Remaining
portions of the proposed 40 -foot ROW will be seeded with a wetland seed mix and vegetation allowed to return to its pre -
construction growth stage.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
® Mitigation bank
2c. If yes, which mitigation option will be used for this
®Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
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:
0.5 acres
4f. Non - riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
Page 8of12
PCN Form — Version 1.3 December 10, 2008 Version

4h. Comments: Mitigation was purchased in connection with the original permit authoruzation. A receipt from NCEEP is
included in Appendix V. The additonal wetland mitigation that is required in connection with this revsion will also be
purchased through NC EEP.
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
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
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).
Mitigation was purchased in connection with the original permit authoruzation. A receipt from Greene Environmental
Services is included in Appendix V. The additonal buffer mitigation credit that is required will be purchased from EBX.
6h. Comments: See Attached Riparian Buffer Impact Table
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 ❑ 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.
Comments: Project is a linear utility constructed belowground. With the exception of
❑ Yes ® No
a concrete or gravel pad at the station site, the ROW will remain grassed 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 is a linear utility constructed
belowground. With the exception of a concrete or gravel pad at the station site, the ROW will remain grassed with no
imperveous surfaces.
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?
N/A
❑ Phase II
3b.
Which of the following locally - implemented stormwater management programs
❑ NSW
F1 USMP
apply (check all that apply):
0 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: N/A
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
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 a "growth- inducing" in that the primary purpose of the pipeline is to replace existing line with
pipeline of the same diameter.
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 project is a natural gas pipeline and will not generate waste water.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NCNHP and USFWS were provided with scoping letters and project maps on 04.25.11. The USFWS requested that
field assessments of the project corridor be conducted. S &ME conducted a pedestrian assessment of potential federally -
protected species habitat between 05.01.11 and 05.03.11. The assessment determined that the project was unlikley to
affect federally - protected species or potential habitat.
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
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?
In response to a scoping letter sent to the North Carolina State Historic Preservation Office (SHPO) on 04.25.11, the
SHPO responded that no known historic reources occur within or near the project corridor, and thus had no comment.
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 project will comply with all FEMA regulations.
8c.
What source(s) did you use to make the floodplain determination? Available FEMA mapping
Joey Lawler
10.31.14
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

1177 7-0
Date: 07.22.11
Project Information
r'&ME Project Narne: PNG V\Alson Line 40A
I ype of Project: Jurisdictional Delineation, Nationwide Permitting
.ocation: V\Alson, North Carolina
Property Owner/Repmentative Information
Agent Information
AMR& 5.7 IWITOMt
%'.....rystal Fox or Joey Lawler
. . . . . . . .

Appendix III:
Revised Stream, Wetland and Buffer Impact Tables

STREAM IMPACT TABLE
Stream ID
Sheet No.
Classification
Temporary Impact
Crossing Type*
If
sf
S1
2 of 8
Perennial RPW
40
1076
Conventional
S2
4 of 8
Perennial RPW
50
455
Conventional
S3
5 of 8
Seasonal RPW
40
160
Conventional
S4
N/A
Perennial RPW
0
0
Avoided
S5
5 of 8
Seasonal RPW
0
0
Avoided
S6
7 of 8
Perennial RPW
37
1,302
Trenchless
S7
8 of 8
Perennial RPW
2
5
Conventional
Total:
169
2,998
* Trenchless Crossings include boring or use of horizontal directional drill (HDD) that will not impact the stream.

WETLAND IMPACT TABLE
Wetland
ID
Sheet
No.
Classification
Impacts
Crossing/Impact T yp e*
Vegetative Type
Relation to
Waterbody
Temporary �
Conversion
Permanent Fill
sf
ac
sf
ac
sf
ac
A
2 of 8
Forested
Riparian
0
0.000
5,460
0.126
0
0.000
Trenchless
B
3 of 8
Forested /Scrubshrub
Riparian
1,898
0.434
33,437
0.768
0
0.000
Conventional
B
3 of 8
Scrub -shrub
Riparian
0
0.000
0
0.000
1,801
0.041
Fill placement
C
5 of 8
Forested
Riparian
0
0.000
0
0.000
0
0.000
Avoided
D
6 of 8
Emergent /Forested
Riparian
10,131
0.223
3,189
0.073
0
0.000
Conventional /Trenchless
E
7 of 8
Emergent /Forested
Riparian
9,033
0.207
7,428
0.171
0
0.000
Trenchless
F
8 of 8
Forested
Riparian
1,680
0.039
4,098
0.094
0
0.000
Conventional
Totals:
1 22,742
0.903
1 53,612
1.232
1 1,801
0.041
* Trenchless Crossings include boring or use of horizontal directional drill (HDD) that will not impact the wetland.

RIPARIAN BUFFER IMPACT TABLE
* Trenchless Crossings include boring or use of horizontal directional drill (HDD) that will not impact the jurisdictional feature.
*' Mitigation not required for Zone 2 imapcts (area to remain grasseed). Zone 1 mitigation has already been paratially satisfied during initial permit authorization process.
Credits Previously Pucrhased:1 20,421
Additonal Credits Now Required: 1 5,952
Zone 1 Impacts (sf)
Zone 2 Impacts (sf)
Post - Construction Status
Mitigation Requirement **
Stream
Sheet
Perpendicular
Crossing
Crossing
Mitigation
Total Area (Zone 1
Net
Total Area Zone 1)
(
Wetland Area
Credits
ID
No.
Crossing?
Type*
Notes /Justification
Temporary
Permanently-
Temporary
Permanently-
Required?
to be Replanted
+ Zone 2) to be
within Zone 1
Mitigatable
Required (Net
Impact
maintained
Impact
maintained
(sf)
Permanently
(sf)
Area Zone 1
Area x 3)
Maintained f
f
S1
2 of 8
No
Conventional
Relocated crossing
0
2,403
0
1,580
Yes
0
3,983
0
2,403
7,209
S2
4 of 8
Yes
Conventional
Relocated crossing
611
2,485
1,466
727
Yes
0
3,212
0
2,485
7,455
S3
5 of 8
Yes
Conventional
Not subject Per DWQ
0
0
0
0
No
0
0
0
0
0
S4
N/A
N/A
N/A
Avoided
0
0
0
0
No
0
0
0
0
0
S5
5 of 8
N/A
N/A
Not subject Per DWQ
0
0
0
0
No
0
0
0
0
0
Route parallels existing
S6
7 of 8
Yes
Trenchless
ROW; DWQ determined
1,705
1,410
1,084
885
Partial
0
2,295
550
860
2,580
that no mitigation is
required
S7
8 of 8
No
Conventional
Crosses through edge of
2,720
4,827
674
8,896
Yes
37
13,723
1,784
3,043
9,129
buffer
Totals:
5,036
11,125
3,224
12,088
37
23,213
2,334
8,791
26,373
* Trenchless Crossings include boring or use of horizontal directional drill (HDD) that will not impact the jurisdictional feature.
*' Mitigation not required for Zone 2 imapcts (area to remain grasseed). Zone 1 mitigation has already been paratially satisfied during initial permit authorization process.
Credits Previously Pucrhased:1 20,421
Additonal Credits Now Required: 1 5,952

Appendix IV:
Revised Jurisdictional Boundary Drawings
(Sheets 1 through 8)

SEAL
*
L-4649 * -
C-
0
0
tJ
STREAM S1
WETLANDS -
f I
/
!
WETLA S B
S: \CurrentPrel\ 1194 DD_ WilsanCo_ Une4o— PNG \dwg— CIv3O\J1940D— W- 1— REVI.DWG
/
,II
!
WETLANDS A
STREAM Sl
JURISDICTIONAL BOUNDARIES
WILSON LINE 40A
PROJECT# 2738933
PIEDMONT NATURAL
GAS COMPANY, INC.
WILSON COUNTY
WILSON, NORTH CAROLINA
SHEET 1 OF 8
Regionai Land Surveyors, N.C. Efcenss No. C -1362
Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
IGB :1194.00 IDRAwN BY: RC I DATE: 08 -01. -2011 1 CREW CHIEF: MP
IEMSF[k 10/15/2014 DRAWN BY: EAM
l
STREAM S2 f
f ST S4
I �
o
Ol
.
i S ET 4
X00
WETLANDS C !� f
9s�
STREAM S f
l/l
e
f/
A
40' GAS
WETLANDS E
g
EASEMENT
�04 SON
STREAM 57
!
WETLANDS F
! ` TR AM
WETLANDS p
+ //
STREAM S5
—
SHEET s
!
°¢ _,
!
SHEET 7
SHE
/
i
SH
ET 6
700
0 350 700
/J
G
1
inch = 700 ft.
S: \CurrentPrel\ 1194 DD_ WilsanCo_ Une4o— PNG \dwg— CIv3O\J1940D— W- 1— REVI.DWG
/
,II
!
WETLANDS A
STREAM Sl
JURISDICTIONAL BOUNDARIES
WILSON LINE 40A
PROJECT# 2738933
PIEDMONT NATURAL
GAS COMPANY, INC.
WILSON COUNTY
WILSON, NORTH CAROLINA
SHEET 1 OF 8
Regionai Land Surveyors, N.C. Efcenss No. C -1362
Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
IGB :1194.00 IDRAwN BY: RC I DATE: 08 -01. -2011 1 CREW CHIEF: MP
IEMSF[k 10/15/2014 DRAWN BY: EAM

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 IN SEPTEMBER
OF 2014.
yyy111I IfIlll +/l/
CARQ l,,
'�`e�(��,2iJFFSSIpN�
* : SEAL `p *"
L-4 49
SUR���ac
AI I
LEGEND
• REBAR FOUND
FOUND IRON PIPE
• COMPUTED POINT
PROPOSED PNG EASEMENT
PROPOSED GAS LINE
— c —,G —G-
BOUNDARY LINE
JURISDICTIONAL BOUNDARY
TREE LINE
.'TEMPORARY IMPACT :'.'..
PERMANENT CONVERSION
14, WETLANDS y
DAVID A. CLARK PLS L -4649
h
1
1
!
1
a
1
!
I
1
r �
I
ONE 2 r f
!
f
r
' f
r
!r f
ry !r +
y< r
\ 1 f
\
1
y !
yy P
yyl f
f
t I
! f
f r;y
f
f�
j
� 4
r4
w 4
M 4
r 9 v7
AS M NTO �+�
rcr
�r� NEW 40' GAS , r M
1 ~ice mJ I
NEUSE RIVER BUFFER IMPACT: STREAM St
PERMANENT CONVERSION
ZONE 1
1 Z
PERMANENT CONVERSION
2,403 SQ FT
1,58 0 S@ FT
TEMPORARY IMPACT
0 SQ FT
0 SQ FT
REPLANT AREA
0 SQ FT
D SO FT
40 LF OF TEMPORARY STREAM IMPACT IN
A 40' CORRIDOR. AREA - 1,076 SO FT
WETLANDS A IMPACT AREAS
PERMANENT CONVERSION
5,460 SO FT
0,126AC
TEMPORARY IMPACT
0 SQ FT
0 AC
\
1
\
\
1
t
\
\
y
1
1
IPF
N: 713,739.85
E: 2, 331, 232.35
NAD83 (NSRS 2011)
WETLANDS "A"
15B
PIN: 3731 -02 -6956 (P /O)
WILSON FARM PROPERTIES, LLC
DB 2465 PG 577
PB 38 PG 198
TRACT 2
1 IPF
N: 713,582.97
E: 2,331,278.74
NAD833 (NSRS 1011)
NOTE:
DISTURBANCE CORRIDOR IS NOT TO EXCEED 40' IN WIDTH
WITHIN THE JURISDICTIONAL BOUNDARIES, EXCEPT WHERE
NOTED.
J) 1
LINE TABLE
LINE BEARING LENGTH
L1 S06'09'29 "E 99,26'
L2 S08'08'16 "W 2,35'
L3 S07'36'28 "E 37.73'
L4 S82'51'45 "W 93,07'
L5 N0642'51 "W 8.76'
L6 N27'20'33 "E 37.90'
L7 N82'51'45 "E 71.86'
S
LS NOB'56'02 "W 22.20' I
1
L9 N1O'16'25 "W 40.06' 1
4
L10 N82'51'45 "E 59.00' i
4
L11 S17 *01'11 "W 14.96' 1y
L12 501'45'49 "E 26.46' 1yl
L13 S82'51'45 "W 48.21'
14 1 REV �►4 i+"
4 1 PIN: 3731 -14 -7055
11 II TROY S. MALPASS & SON, INC /
t 70X' y DB 1431 PG 861 / ��/
y Q�OGFtESS /
30' X14 EpSEME � 1� E
EA 1 1 WORKSPA�
SANITARY SEWER 4 t T1 M
EASEMENT 1 1
I 1 r�
1 1 4
1 40A- WiLS -B �ti if
\ 1 PIN: 3731 -13 -7572
1 n 11 JEAN FARMER
\ 7 v Z 5 BUTTERFIELD xf
WETLANDS "A`° r\ © -;a v, {A
\ m ti s'
STREAM CROSSING \ 0 0 U,ip
BY HDD \ n p \ C)
I f +I \ W pLo
I I
W PIN:43731- -113 -4437 \\
t
i + JAMES A PENDER & \r
ALFDBD38C DER
PG 29 \1
t � r
I I I t
1 4 DB 1478 PC 387 i
1 4
S 1 11 I
1 4 (
4 03 1 4
1 C) 1 1
1 LA 1 4
11 J rd iz
S G�� Q, 1
y 1 0u0
1 1M 11
1 r
14 1 y
l 4 1
� I ,
1 �
s
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
400
VICINITY MAP
(NOT TO SCALE)
JURISDICTIONAL BOUNDARIES
WILSON LINE 40A
PROJECT# 2738933
PIEDMONT NATURAL
GAS COMPANY, INC.
WILSON COUNTY
WILSON, NORTH CAROLINA
SHEET 2 OF 8
N.C. Lloense No. C -1362
Ileglonal and Ourveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
DRAWN BY:

I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPERVISION GRAPHIC SCALE
AND THAT THE WETLANDS SHOWN HEREON REFLECTS THE DELINEATION
EVIDENCE PROVIDED BY S &ME ENVIRONMENTAL SERVICES IN MAY OF 2011 100 0 50 100 200
AND SEPTEMBER OF 2014.
`'.CJ���l'��i,< DAVID A. CLARK PLS L- J4/649 ( IN FEET
Q N�( `9 1, inch 100 ft.
SEAL
~'k L_46A9 *~
FOUND REBAR
N: 713,011.11 i
Tp� }gAA
0
39 /D' - o
L14, - - PROPOSED 60'x30'
STATION SITE
{ AREA IMPACTED BY FILL JJJ
E: 2,328,240.55
4
0
��Qq .tip SU�?j'
20'
r
8f
O
. , PIN: 3731-02-6956
d''
r
as �;.
18
WILLIFORD
J. GORDON WRIGHT
DO 1891 PG 315
REVOCABLE TRUST
PB 18 PG 142
PIN: 3721 -82 -1872
s
P8 38 PG 198
H & C LANO
DEVELOPMENT LLC
f
_
� 1
DRNE
<�
WOODFIELD SUBDIVISION > °`
EAST FRAIL
5O' R f W
< ��
<<
PB 23 PG 264
P8 23 PG 264
r-r \
`
568.59'
N
9
l`I ! I ° 1 PIN: 3721 --83 -4273 --
, 11 DAVID W WINSLOW
---1---__--r-- yv I
z
;,3 .. 1
1
`
Z / PIN: 1 AND
{ x y v { m a 1
10 {� °vmN
m
m-
5dv�, 11
1 / 3721 -83 -4107 %WENDY C WINSLOW
r JEFFREY S COX 1OB 1516 PG 499 e
v 4 N N I� -, 1 �l4
�xu
Il 7i
v 1
�� /r DB 1516 1 x WER�S1 _
PG 440 264
32
JyN {mau aznMCQO`1
IC,p,„1 l
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Ate, 11
y SA1�+ PG
ca�N
4 pl 1 m °o Vj o I
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G
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to m
INDUSTRIAL
w I l
- - - - - -- 60' R/W
PS 18 PO
FOUND REBAR
N: 713,011.11 i
Tp� }gAA
0
39 /D' - o
L14, - - PROPOSED 60'x30'
STATION SITE
{ AREA IMPACTED BY FILL JJJ
E: 2,328,240.55
4
0
NA0 83 (NSRS 2011)
20'
r` "" cn
1
PIN: 3721 -82 -8979
. , PIN: 3731-02-6956
d''
r
as �;.
18
WILLIFORD
J. GORDON WRIGHT
DO 1891 PG 315
REVOCABLE TRUST
PB 18 PG 142
PIN: 3721 -82 -1872
LOT 4
P8 38 PG 198
H & C LANO
DEVELOPMENT LLC
TRACT 1
�p
L32
L31 ' ?'
D9 2462 PG 81
1
L
PB I B PC 142
L31
�7 L16
LOT 2
I
l
568.59'
N
9
S54'31'01 "W
LEGEND
m z
�l
` REBAR FOUND
a�l
f
Q FOUND IRON PIPE
$ �l
N66'49'26 "E
■ COMPUTED POINT
N
�-
PROPOSED GAS LINE y -
~ f
G
- G -G -G- y ll
PROPOSED PNG EASEMENT PARY DRIVE 1 1
INDUSTRIAL
142
144.74'
- - - - - -- 60' R/W
PS 18 PO
13.6V
EXISTING PNG EASEMENT
S54'31'01 "W
50.02'
17
PIN: 3721 -83 -4042
S. CHRISTOPHER
WILLIFORD
DO 1891 PG 315
PB 18 PG 142
LOT 3
BOUNDARY LINE
JURISDICTIONAL BOUNDARY -
TREE LINE °
CD
PIN: 3721 -83 -5765
CITY OF WILSON
DB 487 PG 430
tX, 30' GAS ESM- -r
08 709 PG 127, EX. POWER
EASEMENT
~' EXISTING -
GAS LINE
.... USED G AS LINE
8��ry1 L5z
LINE TABLE
LINE TABLE
LINE TABLE
WETLANDS B
LINE
BEARING
PIN: 3721 -82 -8979
. , PIN: 3731-02-6956
S. CHRISTOPHER
(P /O)
WILLIFORD
J. GORDON WRIGHT
DO 1891 PG 315
REVOCABLE TRUST
PB 18 PG 142
DH 2465 PG 584
LOT 4
P8 38 PG 198
291.18'
TRACT 1
8��ry1 L5z
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L1
N54.30'26 "E
291.18'
L11
S67'23'48 "W
499.67'
L21
S47'31'54 "E
36.04'
L31
S62'3416 "W
13.99'
L2
N67'24'22 "E
568.59'
L12
S54'31'01 "W
338.97'
L22
N12'23'31 "E
41.94'
L32
S62'34'16 "W
10.06'
L3
N66'49'26 "E
57.40'
L13
S33'55'57 "E
20.01'
L23
N36'20'23 "E
42.36'
L33
N33'55'57 "W
144.74'
L4
S76'07'25 "E
13.6V
L14
S54'31'01 "W
50.02'
L24
N57'20'12 "E
49.71'
L34
N33'55'57 "W
30.01'
L5
S60'40'07 "W
15.57'
L15
S33'55'57 "E
146.15'
L25
N51'15'13 "E
21.39'
L35
N5431'01 "E
60,02'
L6
S72'39'28 "W
44.06'
L16
S62'34'16 "W
24.06'
L26
N15'47'05 "E
14.76'
L36
N54'31'01 "E
339.82'
L7
S14'09'12 "W
33.64'
L17
S73 "29'34 "W
19.59'
L27
S54'32'03 "W
160.60'
L37
N67'24'22 "E
497.06'
L8
N70'58'00 "W
45.66'
L18
N29'23'58 "W
35.79'
L28
N33'39'33 "W
51.95'
L38
S33'55'57"E
10.00'
L9
S15'06'55 "W
39.75'
L19
N36'23'1 4"W
39.52'
L29
543'34'12 "E
7.09'
L39
554'31'01 "W
10.00'
L10
S43'24'04 "E
17.69'
L20
N34'31'56" W
46,61'
L30
543'17'18 "E
10.60'
..TEMPORARY,IMPACT'.'...: FILL AREA
PERMANENT CONVERSION NOTE:
DISTURBANCE CORRIDOR IS NOT TO EXCEED 40' IN WIDTH 1
%ETLANDS WITHIN THE JURISDICTIONAL BOUNDARIES, EXCEPT WHERE 1
,y y NOTED.
VICINITY MAP
(NOT TO SCALE)
WETLANDS B IMPACT AREAS
PERMANENT CONVERSION
33,437 SR FT
0.768 AC
TEMPORARY IMPACT
18,918 SO FT
0.434 AC
PERM IMPACT BY FILL
1,801 S4 FT
0.041 AC
JURISDICTIONAL BOUNDARIES
WILSON LINE 40A
PROJECT# 2738933
PIEDMONT NATURAL
GAS COMPANY, INC.
WILSON COUNTY
WILSON, NORTH CAROLINA
SHEET 3 OF 8
N.C. Lloanse No. C --1362
Regional Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
J0134 :1194.00 1 DRAWN BY: RC I DATE: 08 -01 -2011 I CREW CHIEF: MP
IRFMSED: 7 /1/14 1 DRAWN BY: RC ADDITIONAL IMPACT AREA I

I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPERVISION
AND THAT THE WETLANDS SHOWN HEREON REFLECTS THE DELINEATION
EVIDENCE PROVIDED BY S & M E
2011 AND SEPTEMBER 2014.
`ttttuHlllrfrff,�
¢SEAL =
L-4649 =
Q , 4 g,URV ••� ��
'/10111110
NOTE: V
DISTURBANCE CORRIDOR IS NOT TO EXCEED 40' IN WIDTH
WITHIN THE JURISDICTIONAL BOUNDARIES, EXCEPT WHERE
NOTED. Q� 4
DAVID A. CLARK
4P �,
w�
NEUSE RIVER BUFFER IMPACT: STREAM S2
LINE
ZONE 1
1 ZONE 2
PERMANENT CONVERSION
2,485 SO FT
1 727 SO FT
TEMPORARY IMPACT
611 SO FT
11.466 SQ FT
REPLANT AREA
0 SO FT
1 0 SO FT
N: 712,524.14 1
E: 2,327, 508.99
MAD 83 (NSRS 2011)
50 LF OF TEMPORARY STREAM IMPACT
IN A 40' CORRIDOR. AREA = 455 SO FT f /
PIN: 3721 -61 --7785
MINSHEW FARMS, INC. f /
DB 1135 PG 277
L16
L14
Q\ {
'IV
tl
/ s /
f
21
/ PIN: 3721 -71 -7573
i / / r �/ FOSS ENTERPRISES, INC.
0 41 ! f / i DB 2524 PG 412
CROSSING
BY HDD
NOTE: NO STREAM BUFFER
REQUIRED ON STREAM 4
.... ` \
STREAM S2 '.'::.:: r`;:•:.::`'.:::_:..
AREA TO BE -
','.:�
DISTURBED,- '�
LEGEND / -L,
Q REBAR FOUND
FOUND IRON PIPE T,L
COMPUTED POINT
PROPOSED GAS LINE
PROPOSED PNG EASEMENT �A \
PROPOSED TEMPORARY WORKSPACE
EXISTING PNG EASEMENT
BOUNDARY LINE
JURISDICTIONAL BOUNDARY
30' ZONE 1 BUFFER
Z1 21
50' ZONE 2 BUFFER
Z2 Z2
TREE LINE
.'.TEMPORARY_ IMPACT °.'.
PERMANENT CONVERSION
LINE TABLE
LINE
BEARING
LENGTH
L1
N52'46'43 "E
11.30'
L2
S03'38'40 "E
29.91'
L3
S05'49'21 "W
20.64'
L4
S5246'43 "W
12.56'
L5
N06`36'02 "F
31.31'
L6
NO6'50'28 "W
20.18'
L7
N52'46'43 "E
11,20'
L8
S09'02'45 "W
31.54'
L9
S1 1'33'26"E
15.44'
L10
S52'46'43 "W
8.50'
L11
N1 1'33'26 "W
4388'
L12
N20'47'59" E
1 34.65'
LINE TABLE
LINE
BEARING
LENGTH
L13
N17'37'38 "W
181.73'
L14
N20'04'50 "E
155,09'
L15
N01'59'47 "E
16.83'
L16
N19'29'16 "E
33.94'
L17
N23'31'36 "W
26.23'
L18
N20'13'17 "W
37.25'
L19
N27'55'43 "W
24.38'
L20
NO2'51'49 "W
8.36'
L21
SO4'54'32 "W
54.05'
L22
S12'51'19 "W
6.67'
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
VICINITY MAP
(NOT TO SCALE)
JURISDICTIONAL BOUNDARIES
WILSON LINE 40A
PROJECT# 2738933
PIEDMONT NATURAL
GAS COMPANY, INC.
WILSON COUNTY
WILSON, NORTH CAROLINA
SHEET 4 OF 8
N.C. Miens No. C -1362
Regional Inc.
Land Surveyors,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
JOH .1194.00 1 DRAWN BY: RC DATE: 08-01-2011 1 CREW CHIEF: MP
REMSED: B 26 11
1 DRAWN BY: RC
REVISED: 10/14/141
DRAWN BY: EAM '—

I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPERVISION
AND THAT THE WETLANDS SHOWN HEREON REFLECTS THE DELINEATION
EVIDENCE PROVIDED BY S & M E ENVIRONMENTAL SERVICES IN MAY OF
2011.
,�1't111If11lltt
CARo
t fs DAVID A. CLARK PLS L -4649
OAyg4`4-
* SEAL
L-4649 -
01 ! IA j 1 11111
NOTE:
DISTURBANCE CORRIDOR IS NOT TO EXCEED 40' IN WIDTH
WITHIN THE JURISDICTIONAL BOUNDARIES, EXCEPT WHERE
NOTED.
LEGEND
0 COMPUTED POINT
PROPOSED GAS LINE
G . G �
PROPOSED PNG EASEMENT
EXISTING PNG EASEMENT
BOUNDARY LINE
JURISDICTIONAL BOUNDARY
TREE LINE
23
PIN: 3721 -60 -0786
CARR AND CARR PROPERTIES, LLC
DB 2061 PG 613
Ct - -
EX. 30' GAS ESM'T
--- - - - - -- -I (DB 749 PG 292)
G G G. G� G� PROPOSED 4" GAS LINE
G �- G �G ®G ®G —G ®'
I i
m
ImXI
IN °I ..
14m :�`
• '� , .� STREAM S5
/ OUT SIDE OF
sT ' DISTURB LIMITS
I
I
I
S: \CURRENTPROJ\ 119400 — Wilson£ o— Line40— PNG \dwgCiv3G \119400— W- 5CIV30.dwg
� � I
I
COASTAL CAROLINA
RAIL ROAD
150' R/W
150' '
I y
I�
y
Iliw
I .1
I II
II
� !1
� II
II
I
I \ \
Nil
WETLANDS AREA C
OUT SIDE OF \
DISTURB LIMITS \
i
STREAM Na 3 LINE TABLE
LINE
LENGTH
BEARING
L1
28.61'
N38'17'5B 'W
L2
11.20'
N37'07'31 'W
L3
3.99'
N5252'23 "E
L4
10.93'
S37'07'37 "E
L5
29.02
S38'17'44 "E
L6
3.99'
S52'47'16 "W
40' LF OF TEMPORARY STREAM
IMPACT IN A 40' CORRIDOR.
AREA: 150 SF
i I EX. 30' GAS ESM'T
30 'i(DB 711 PG 65)
II
22
PIN: 3721 -61 -7785
MINSHEW FARMS, INC.
D8 1135 PG 277
------------
- - - --� II
L3
I
—
�
I
1PROPOSED
40'
GAS ESM'T
— — — —
n , G G G - G
G G
G
G E G G
m
G ® G - G
S52.47'16 "W
—
— -
-
143.1B'
� 16J
I
STREAM S3 AREA
i�
�j
TO BE DISTURBED
E: 2,326,736.61
N: 710,673.80
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
VICINITY MAP
(NOT TO SCALE)
JURISDICTIONAL BOUNDARIES
WILSON LINE 40A
PROJECT# 2738933
PIEDMONT NATURAL
GAS COMPANY, INC.
WILSON COUNTY
WILSON, NORTH CAROLINA
SHEET 5 OF S
Regionai
S N.C. Lloonee No. C -1362
Land urveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPERVISION
AND THAT THE WETLANDS SHOWN HEREON REFLECTS THE DELINEATION
EVIDENCE PROVIDED BY S & M E ENVIRONMENTAL SERVICES IN MAY OF
2011.
`,,��111Vi urlrrrrrr�
¢SEAL jr
L-4649 _
�i Q � SU4iV.• lCL ��
f�l f i 115 \\v
Ilk, m14
DAVID A. CLARK PLS L -4649
I
30
PIN; 3721 -31 -9016
/ &
MARY ELLEN JOHNSON
DB 2384 PG 379
LENGTH
PB 26 PG 101
N87'54'09 "W
ff
�Q \
z
to PROPOSED
10' GAS
`ESM'T
a
SIR
• .Y � a� F� T 3
2�a,
- _ WETLANDS E � \
LEGEND
FOUND IRON PIPE
• COMPUTED POINT
PROPOSED GAS LINE
—G —G —G —
PROPOSED PNG EASEMENT
EXISTING PNG EASEMENT
PROPOSED TEMPORARY WORKSPACE
BOUNDARY LINE
JURISDICTIONAL BOUNDARY
30' ZONE 1 BUFFER
—Z1 —Z1 —
50' ZONE 2 BUFFER
— Z2 — Z2 —
TREE LINE
:'TEMIPORARY,II�PACT: �,, :. :•,•
PERMANENT CONVERSION
- WETLANDS -
31
PIN: 3720 -39 -5115
PAULINE HOWELL WOODARD ET AL
DB 1162 PG 756
PB14PC48
LOT 3
LINE TABLE
LINE
BEARING
LENGTH
L1
N87'54'09 "W
140.32'
L2
N59'17'16 "W
46.50'
L3
N63'01'55 "E
47.33'
L4
S59'17'16 "E
10.99'
L5
S87'54'09 "E
54.27'
L6
575'06'16 "E
13.32'
L7
S55'26'57 "E
32.07'
LS
S60'35'23 "E
31.76'
L9
S53'06'36 "E
9.23'
L10
565'58'15 "W
197.44'
S: \CURREN11PR0J \119400— WilsonCo— Line4D— PNG \dwgCiv3D \119400— W- 6CIV3D.dwg
xS
_
\ \
PIN: 3720 -39 -9127
ROBERT RIGHT, ET AL
DB 2034 PG 448
LINE TABLE
LINE
BEARING
LENGTH
L12
N60'54'40 "W
50.01'
L13
N65'58'1 5"E
231.70'
L14
S32'52'00 "W
26.70'
L15
I S59-31'45 "E
31.22'
WETLANDS D IMPACT
PERMANENT CONVERSION
3,189 SQ FT
0.073 AC
TEMPORARY IMPACT
10,131 SQ FT
1 0.233 AC
29
PIN: 3721 -40 -0887
J.P. WEAVER, INC.
\ D PB525 PG 454
\ PIN: 3721 -40 -2784
j°Rp DB 01 PG 193
0
S
GAF ,,,
T
VICINITY MAP
(NOT TO SCALE)
N: 710,785.80
LLJ
r F
40 3O � } G �5 r E: 2,324,391.33
r7 `
.....,rrt.,,,.;...;.`;. : : :.' G— �C— �G1G`� ~
. \ -` �� ;;�•�:,`� :.�.'�•. Cy- o �
WETLAND AREA D 74.44'
54 19'
` N87'5409" w - "} �.
Ll
8404'09 °E o ``
• • • - _ _ + \ • + WETLAND AREA D • - + •�
r�
N: 710,687.93
E: 2,323,839.65
60
r r r r
\ \\ r` r
20' SEWER ESM'T _A
PB 25 PG 40 \
\ \
NEUSE RIVER IMPACT: STREAM 6
ZONE 1
ZONE 2
PERMANENT CONVERSION
652 SQ FT
482 SQ FT
TEMPORARY IMPACT
848 SQ FT
517 SQ FT
GRAPHIC SCALE
30 60 120
( IN FEET )
1 inch = BO ft.
240
JURISDICTIONAL BOUNDARIES
WILSON LINE 40A
PROJECT# 2738933
PIEDMONT NATURAL
GAS COMPANY, INC.
WILSON COUNTY
WILSON, NORTH CAROLINA
SHEET 6 OF 8
Surveyors, N.C. Llcanaa No. C -1362
Regional Land Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

PIN: 3721 -31 -6166
PLT UTILITIES, INC.
DS 2049 PG 377
PB 31 PG 38
LOT 3
- - - - - - ` (THIS AREA WILL BE DIRECTIONALLY DRILLED TO MINIMIZE IMPACT)
STREAM \S$ AREA
` - - PROPOSED 10' WETLANDS AREA E - J \ TO BE DISTURBED
.
L3. . GA5 ESM'T � - - � • - • - � _ � j �
- . . . L4 . �, L22
_ —r L7— . L8
- .® - PROPOSED 4° GAS LINE .
��G -•mss .•`s- � &��o -�G
L1 L
'. L•
c�
:i'
7
v
6 0'
W.'
VICINITY MAP
(NOT TO SCALE)
N: 710,838,26
E: 2,323,600.76
0.
L18
r.
i
r`
.-
N: 710,560.76 �� \ - . . ` ` L13 . ` . . . . . • . _ L12 L20 REPLANT AREA
E: 2,323,209.44 \ . . . - . . . . " A . EX. 30' GAS ESM'T - " \�, • `•
\ .(DB 747 PG 115) �, \ \\
- - WETLANDS AREA E . . . . . . ai - _ - . - . .
. `
+ PIN: 3720 -39 -5115 so'�\ p�`n PIN. 3721 -31 -9016
PAULINE HOWELL WOODARD ET AL . . 0-1, y MARY ELLEN JOHNSON
DB 1162 PG 756 �C.�' (P K, DS 2384 PG 379 -
' • • - - PB 14 PG 48 . . . ? � Gc� PS 26 PG 101
NOTE: LOT 3 BG i
DISTURBANCE CORRIDOR IS NOT TO EXCEED 40' IN WIDTH ` ` ` - - - - - - - - - -
WITHIN THE JURISDICTIONAL BOUNDARIES, EXCEPT WHERE -
NOTED. ` - -
G'
LEGEND
REBAR FOUND
FOUND IRON PIPE
• COMPUTED; POINT
PROPOSED GAS LINE
—G —G eG —
PROPOSED PNG EASEMENT
EXISTING PNG EASEMENT
BOUNDARY LINE
JUKISUIL:IIUNAL GUUNUAMT
30' ZONE 1 BUFFER
— z1 — zl
50' ZONE 2 BUFFER
• Z2 ----- 22
TREE LINE
:'TEAIPQRARY IMPACT' :' :':' ::
PERMANENT CONVERSION
LINE TABLE
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPERVISION
BEARING
AND THAT THE WETLANDS SHOWN HEREON REFLECTS THE DELINEATION
L1
EVIDENCE PROVIDED BY S & M E ENVIRONMENTAL SERVICES IN MAY OF
3.09'
2011.
N3933'43 "W
,`,�WW1itillrlll,r /�7i r- .�7C.f' ��'CN �•- ��� /�
CA1 q4 '��ii L
L3
DAVID A. CLARK PLS -4649
S I
14.54'
L4
32
_ SEAL
*'
PIN: 3720 -29 -9145
-
L- 4649
JAMES W. WOODARD. JR.
L6
DB 1162 PG
14 PG 486
LOT 2 & 2A
ifQ�q�O SUR`IC'A6����
�jir�Ij�O .A.
L7
. �\/P\``<
0
36.18'
���rrr r � I I � WWW►�
PIN: 3721 -31 -6166
PLT UTILITIES, INC.
DS 2049 PG 377
PB 31 PG 38
LOT 3
- - - - - - ` (THIS AREA WILL BE DIRECTIONALLY DRILLED TO MINIMIZE IMPACT)
STREAM \S$ AREA
` - - PROPOSED 10' WETLANDS AREA E - J \ TO BE DISTURBED
.
L3. . GA5 ESM'T � - - � • - • - � _ � j �
- . . . L4 . �, L22
_ —r L7— . L8
- .® - PROPOSED 4° GAS LINE .
��G -•mss .•`s- � &��o -�G
L1 L
'. L•
c�
:i'
7
v
6 0'
W.'
VICINITY MAP
(NOT TO SCALE)
N: 710,838,26
E: 2,323,600.76
0.
L18
r.
i
r`
.-
N: 710,560.76 �� \ - . . ` ` L13 . ` . . . . . • . _ L12 L20 REPLANT AREA
E: 2,323,209.44 \ . . . - . . . . " A . EX. 30' GAS ESM'T - " \�, • `•
\ .(DB 747 PG 115) �, \ \\
- - WETLANDS AREA E . . . . . . ai - _ - . - . .
. `
+ PIN: 3720 -39 -5115 so'�\ p�`n PIN. 3721 -31 -9016
PAULINE HOWELL WOODARD ET AL . . 0-1, y MARY ELLEN JOHNSON
DB 1162 PG 756 �C.�' (P K, DS 2384 PG 379 -
' • • - - PB 14 PG 48 . . . ? � Gc� PS 26 PG 101
NOTE: LOT 3 BG i
DISTURBANCE CORRIDOR IS NOT TO EXCEED 40' IN WIDTH ` ` ` - - - - - - - - - -
WITHIN THE JURISDICTIONAL BOUNDARIES, EXCEPT WHERE -
NOTED. ` - -
G'
LEGEND
REBAR FOUND
FOUND IRON PIPE
• COMPUTED; POINT
PROPOSED GAS LINE
—G —G eG —
PROPOSED PNG EASEMENT
EXISTING PNG EASEMENT
BOUNDARY LINE
JUKISUIL:IIUNAL GUUNUAMT
30' ZONE 1 BUFFER
— z1 — zl
50' ZONE 2 BUFFER
• Z2 ----- 22
TREE LINE
:'TEAIPQRARY IMPACT' :' :':' ::
PERMANENT CONVERSION
LINE TABLE
LINE
BEARING
LENGTH
L1
S70'39'57 "W
3.09'
L2
N3933'43 "W
16.87'
L3
N68'38'39 "E
14.54'
L4
N68'38'39 'E
276.51'
L5
S56'34'36 "E
14.38'
L6
N47'43'36 "E
32.91'
L7
N68'38'39 "E
36.18'
L8
N65'58'15 "E
4.30'
L9
S84'00'23 "E
31.56'
L10
S37'59'24 "E
20.08'
L11
S05'07'04 "W
5.41'
L12
565'58'15 "W
34.78'
L13
S68'38'39 "W
263.57'
- WETLANDS .
S: \CURRENTPROJ \119400— WllsonCo —Line40— PNG \dwgClv3d \119400— WI- 700DAwg
LINE TABLE
LINE
BEARING
LENGTH
L14
N62'35'06 "W
3.10'
L15
576'18'22 "W
29.32'
L16
N83'49'49 "W
35.66'
L17
S70'39'57 "W
32.55'
L18
N65 "58'15 "E
15.44'
L19
S6O'54'40 "E
50.01'
L20
S65'58'1 5"W
45,10'
L21
N58'20'33 "W
48.43'
L22
N65'58'1 5"E
26.95'
L23
N35'43'08 "E
19.90'
L24
N59'23'12 "W
53.65'
L25
NOO'23'27 "W
24.71'
43' LF OF TEMPORARY STREAM
IMPACT IN A 40' CORRIDOR.
AREA: 1,750 SF
WETLANDS E IMPACT
PERMANENT CONVERSION 7,428 SQ FT
0.171 AC
TEMPORARY IMPACT 9,033 SQ FT
1 0.207 AC
NEUSE RIVER BUFFER IMPACT: STREAM S6
ZONE 1
1 ZONE 2
PERMANENT CONVERSION
1 1,410 SQ FT
I BB5 SQ FT
TEMPORARY IMPACT
1 1,705 SO FT
1 1,084 SO FT
GRAPHIC SCALE
20 40 80
IN FEET )
1 inch = 40 ft.
160
JURISDICTIONAL BOUNDARIES ,
WILSON LIFE 40A
PROJECT# 2738933
PIEDMONT NATURAL
GAS COMPANY, INC.
WILSON COUNTY
WILSON, NORTH CAROLINA
SHEET 7 OF 8

GRAPHIC SCALE
20 40 80
( IN FEET )
\ 1 inch = 40 ft.
160
/t2` 11 \z? p�o•R•
PIN' 3721 -10 -9409 w
~\ L
LEGEND
Q FOUND IRON PIPE
COMPUTED POINT
PROPOSED GAS LINE
PROPOSED PNG EASEMENT
EXISTING PNG EASEMENT
BOUNDARY LINE
JURISDICTIONAL BOUNDARY
30' ZONE i BUFFER
21 — zi —
50' ZONE 2 BUFFER
z2 —z2-
TREE LINE
:•TEIAPORARY•IMPACT'
PERMANENTtMPACT
WETLANDS W
P X FWAI
STREAM S7 AREA
TO BE DISTURBED
`C � � " � •5.._ r rl�
NATHAN L NEWSOME, JR. LLC
DB 1819 PG 182 %
a / f �✓
LIP
TIP
TIt 'z\ zr PG
WETLANDS AREA F _ OACfi �'rfS �o pR ".': ,'.. _ \ %f
LINE TABLE
LINE
BEARING
LENGTH
L1
S27'10'41 "W
9.09'
L2
N60'44'1 6"W
37.82'
L3
S74'01'24 "W
30,53'
L4
S49'26'18 "W
12.56'
L5
S14'25'05 "E
5.17'
L6
S14'25'05 "E
12.67'
L7
N66'33'11 "W
173.68'
LB
N72'32'17 "E
15.27'
L9
N7232'17 "E
21.32'
1-11
S73'47'09 "E
25.75'
L12
N78'38'21 "E
21.92'
L13
N75'24'58 "E
11.21'
L14
S66'33'1 2"E
11.75'
L15
S14'17'39 "E
2.78'
L16
N71'01'47 "E
3.26'
L17
S66'33'1 2"E
111.58'
L18
S66'33'11 11E
154.37'
r VICINITY MAP
(NOT TO SCALE)
LA
^
/
35 � � '\,,.z \ \zr ':`'• °•'• °.'. , . `312' �-' ,r� /
ALLIANCE E ONEOINTERNATIONAL :�-' ';•,T,rO o/ or'�
DB 1394 PG 562 �5
°'mac
if
Z2 �, 72
``3pq pf'QkS t/ / FOUND IRON PIPE
N: 710,105 °23
ETLANQS AREA F IMPACT E: 2,322,252.92
RSION 4,098 S{] FT 0.094 AC
ACT 1,680 SC1 F7' 0.039 AC � f
1 HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPERVISION
E RIVER IMPACT. STREAM S7 AND THAT THE WETLANDS SHOWN HEREON REFLECTS THE DELINEATION
ZONE 1 ZONE 2 EVIDENCE PROVIDED BY S &ME ENVIRONMENTAL SERVICES IN MAY OF
2011.
WETLANDS
PERMANENT CONVE
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TEMPORARY IMP
4,8274 SO FT
8,896 SO FT
NEUS
Land
Regional Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
PERMANENT CONVERSION
4,8274 SO FT
8,896 SO FT
TEMPORARY IMPACT
2,720 SO FT
674 SO FT
REPLANT AREA
0 Std FT
37 SO FT
2' LF OF TEMPORARY STREAM
IMPACT IN A 40' CORRIDOR.
AREA: 5 SF
CAR0
i
l / j1 rc� e-7 >�rr
�"; Q1' ON1('' DAVID A. CLARK PLS L -4649
SEAL
- *
L-4649 `
���ifQ 9lyp SUR'... � "F
��iriill +G0
/
/
/
r
/
33
PIN: 3720 -29 -4104
EDWARD WOODARD FAMILY TRUST
DB 1745 PG 359
PB 14 PG 48
LOT 1
JURISDICTIONAL BOUNDARIES
WILSON LINE 40A
PROJECT# 2738933
PIEDMONT NATURAL
GAS COMPANY, INC.
WILSON COUNTY
WILSON, NORTH CAROLINA
SHEET 8 OF 8
N.C. Llcwse No. C -1362
Land
Regional Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE (336) 665 --8155
JOB .1194.00 DRAWN BY: RC DATE: 08 -01 -2011 CREW CHIEF: MP
REVISED: 8/26/11
DRAWN BY: RC
REVISED: 7/1/14
DRAWN BY: RC ADDITIONAL IMPACT AREA
RENSEO: 7/7/
DRAWN BY: RC ADDITIONAL IMPACT AREA
REVISED: 10 23 14
DRAWN BY: EAM ADJUST IMPACT AREAS

Appendix V:
Original Mitigation Credit Receipts and Requests for
Additional Mitigation

Joey Lawler
From: Matt Fisher <mattfisher @ebxusa.com>
Sent: Wednesday, October 29, 2014 4:38 PM
To: Joey Lawler
Subject: RE: Neuse Buffer and Riparain Wetland Credit - 03020203
Joey
I just need the name of the applicant and the project name.
I will produce a Statement of Availability (SOA) that can be provide to the DWR with your permit application.
Matt Fisher
Environmental Banc & Exchange, LLC
919 - 829 -9909 Ext 26 (Office)
239 - 872 -1678 (Cell)
From: Joey Lawler [mailto:JLawler @smeinc.com]
Sent: Wednesday, October 29, 2014 1:34 PM
To: Matt Fisher
Subject: RE: Neuse Buffer and Riparain Wetland Credit - 03020203
Hey Matt — I will need 5,952 buffer credits in 03020203 if available. Please send me whatever request form I need to fill
out. Thanks!
Joey Lawler, P.W.S.
Project Manager
*"ME
ENGINEERING INTEGRITY
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte NC 28273 Map
Ph: 704.523.4726
Fax: [phone]
Mobile: [phone]
ilawler(c�smeinc.com
www.smeinc.com
This electronic message is subject to the terms of use set forth at www.smeinc.com /email. If you received this message in error please advise the sender by reply
and delete this electronic message and any attachments. Please consider the environment before printing this email.
From: Matt Fisher [mai Ito: mattfisher @ ebxusa.com]
Sent: Tuesday, October 28, 2014 11:46 AM
To: Joey Lawler
Subject: RE: Neuse Buffer and Riparain Wetland Credit - 03020203
NO, not in 03020203
Matt Fisher

Environmental Banc & Exchange, LLC
919 - 829 -9909 Ext 26 (Office)
239 - 872 -1678 (Cell)
From: Joey Lawler [mailto:JLawler @smeinc.com]
Sent: Tuesday, October 28, 2014 11:34 AM
To: Matt Fisher
Subject: Re: Neuse Buffer and Riparain Wetland Credit - 03020203
Okay thanks Matt. Do y'all have any Amount of wetland available?
Sent from my iPhone
On Oct 28, 2014, at 10:17 AM, Matt Fisher <mattfisher @ebxusa.com> wrote:
Joey: We do have the riparian buffer available, but do not have the % acre of wetland available.
Let me know and I can send you an SOA for the buffer.
Thanks
Matt Fisher
Environmental Banc & Exchange, LLC
919 - 829 -9909 Ext 26 (Office)
239 - 872 -1678 (Cell)
From: Joey Lawler [mailto:JLawler @smeinc.com]
Sent: Monday, October 27, 2014 5:54 PM
To: Matt Fisher
Subject: Neuse Buffer and Riparain Wetland Credit - 03020203
Good afternoon Matt — do you guys have any riparian buffer and wetland credit available in this
watershed? I'm looking for around % acre of wetland and 6000 sq of buffer. Thanks - j
Joey Lawler, P.W.S.
Project Manager
<image001.jpg>
ENGINEERING INTEGRITY
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte NC 28273 Map
Ph: 704.523.4726
Fax: [phone]
Mobile: [phone]
ilawler @smeinc.com
www.smeinc.com
This electronic message is subject to the terms of use set forth at www.smeinc.com /email. If you received this message in error please
advise the sender by reply and delete this electronic message and any attachments. Please consider the environment before printing this
email.
2

Joey Lawler
From: Williams, Kelly <kelly.williams @ncdenr.gov>
Sent: Thursday, October 30, 2014 8:54 AM
To: Joey Lawler
Subject: RE: PNG Wilson 40A
We'll accept the half acre- I will send a letter Tuesday.
From: Joey Lawler [mailto:JLawler(absmeinc.com]
Sent: Wednesday, October 29, 2014 1:38 PM
To: Williams, Kelly
Subject: PNG Wilson 40A
Kelly — please see attached. This is a revision to a request sent in July. Thanks! j
Joey Lawler, P.W.S.
Project Manager
ENGINEERING INTEGRITY
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte NC 28273 Map
Ph: 704.523.4726
Fax: [phone]
Mobile: [phone]
jlawler(c�smeinc.com
www.smeinc.com
This electronic message is subject to the terms of use set forth at www.smeinc.com /email. If you received this message in error please advise the sender by reply
and delete this electronic message and any attachments. Please consider the environment before printing this email.

Y
Ecowstem
PROGRAM
RECEIPT
December 30, 2011
Mara Sikora
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
Project:
PNG Wilson L -40A
County:
Wilson
DWQ#
2011 -0877
COE #:
2011 -02239
EEP #:
20650
Amount Paid:
$27,171.00
Check Number:
1102540
The North Carolina Ecosystem Enhancement Program ( NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 /CAMA Permit(s) issued for the
above referenced project. This receipt serves as notification that your compensatory mitigation requirements assigned to
NCEEP associated with the authorized activity as specified below have been satisfied. You must also comply with all other
conditions of this certification and any other state, federal or local government permits or authorization associated with this
activity including SL 2009 -337, An Act to Promote the Use of Compensatory Mitigation Banks, as amended by
S.L. 2011 -343.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements indicated below associated with the project permit and agrees to provide the compensatory mitigation as
specified in the permit. Mitigation responsibility assigned to the NCEEP is nontransferable. The mitigation will be
performed in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement
Program In -Lieu Fee Instrument dated July 28, 2010.
River Basin
Stream Credits
Wetland Credits
Buffer I& II
HUC
(linear feet)
(acres)
(Sq. Ft.)
Cold
Cool
Warm
Riparian
Non - Riparian
Coastal Marsh
Neuse
0
0
0
0.69
0
0
0
03020203
Refunds of payments made to NCEEP are only approved under certain conditions. All refund requests must be submitted in
accordance with EEP's refund policy at www.nceep.net. If you have any questions or need additional information, please
contact Kelly Williams at (919) 716 -1921.
Sincerely,
Michael Ellison
Deputy Director
cc: Karen Higgins, NCDWQ Wetlands /401 Unit
Thomas Brown, USACE - Raleigh; Todd Tugwell, USACE - Raleigh
NCDWQ Wetlands /401 Unit
Joey Lawler, agent
File
R_Utoriptg... & ... Prot�.C.,�2� Oar Rate,
WrIWA
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919 - 715 -0476 / www.nceep.net

Greene Environmental Services. LLC
94 Ham Produce Rd.
Snow Hill. NC 28584
RECEIPT
RIPARAN BUFFER CREDITS
DATE
Project Name: Wilson County L40A (Pipeline)
Project Owner: Piedmont Natural Gas
Project Location: Wilson, NC
DWQ Number (if known):
Greene Environmental Services, LLC has received payment for 20421 Riparian Buffer Credits
for Wilson County L40A (Pipeline). This receipt serves as notification that Greene
Environmental Services, LLC has debited the Riparian Buffer Credits for this project from the
Neuse River Riparian Buffer and Nutrient Offset Umbrella Mitigation Bank in accordance with
the Mitigation Banking Instrument approved by the North Carolina Division of Water Quality on
0110312012
Jeffrey Becker, Project Manager
Greene Environmental Services, LLC