20110855 Ver 5_Individual_20130222

LETTER OF TRANSMITTAL
S &ME, Inc.
9751 Southern Pine Blvd.
Charlotte, NC 28273
(704) 523 -4726
(704) 525 -3953 fax
N.C. Division of Water Quality
401 Wetlands Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
WE ARE SENDING YOU: ® Attached
❑ Shop drawings ❑ Prints
❑ Copy of letter ❑ Report
DATE: 02.14.13
JOB NO: 1357.10.022
ATTENTION: Ms. Karen Higgins
RE: PNG Sutton Extension Project
11- D8C"SV5
02.12.13
❑ Under separate cover via the following items:
❑ Plans ❑ Draft ❑ Specifications
COPIES
DATE
NO
DESCRIPTION
2
02.12.13
1
Copy of Addendum 2 - Permit Revision Request
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For approval
❑ As requested
❑
FORBIDS DUE:
❑ For your record
❑ For review and comment ❑
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Karen: Please let me know if you need anything else. A copy was also provided to Chad Cobrun at
Wilmington District Office. and check for processing fee was provided with original request of 12.14.12.
Please do not hesitate to call us at 704.523.4726 with questions. Thank you — Joey
SIGN:
A
k
S &ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704.523.4726 IF 704.525.3953 / www smemc.com

Zu
February 12, 2013
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, North Carolina 28403
Attention: Mr. David Bailey
N.C. Division of Water Quality
401 Wetlands Unit
1601 Mail Service Center
Raleigh, North Carolina 27699 -1601
Attention: Ms. Karen Higgins
Reference: Addendum 2 to Request for Additional Permit Revision
PNG Sutton Project
Multiple North Carolina Counties
S &ME Project No. 1357 -10 -022
USACE Action ID No. SAW- 2010 -01309
NCDWQ Project No. 20110855
Dear Mr. Bailey and Ms. Higgins:
S &ME, Inc. (S &ME) hereby submits this second Addendum (Addendum 2) to the
December 14, 2012 Request for Permit Revision provided on behalf of Piedmont Natural
Gas (PNG) for additional temporary wetland impacts in connection the Sutton Pipeline
Project. Work described in Addendum 2 will not result in a loss of waters of the U.S.
Addendum 1 was submitted to the U.S. Army Corps of Engineers ( USACE) and the
North Carolina Division of Water Quality ( NCDWQ) on January 11, 2012. The USACE
and NCDWQ subsequently authorized the work described in Addendum 1 on January 28,
2013 and February 1, 2013, respectively.
PROJECT HISTORY
The project originally received authorization under a Department of the Army Section
404 Individual Permit (IP) and NCDWQ Individual Water Quality Certification (IC) in
April 2012. Subsequent revisions that entailed inclusion of additional temporary work
space (TWS), changes in construction methods at certain wetland areas and a re- routed
egment of the pipeline were subsequently authorized by the USACE and NCDWQ from
une 2012 through October 2012.
S &ME, INC / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704 523 4726 f 704.525.3953 / www.smeinc.com

Addendum 2 to Request for Additional Permit Revision S &ME Project No. 1357 -10 -022
PNG Sutton Project February 12, 2013
The December 14, 2012 Request for Permit Revision entailed three Elements, as follows:
1. An extension of the Sutton pipeline from its original terminus to a proposed
interconnect site on adjacent property owned by New Hanover County, where
launchers, receivers, and associated gas- venting equipment is planned. The extension
will impact one wetland located on the Progress Energy property for construction of
the pipeline and to provide a temporary stringing area for pipe associated with a
horizontal directional drill (HDD) beneath an existing railroad line.
2. Placement of a culvert within a jurisdictional drainage ditch (JDD37.3A) as part of a
permanent access road to a laydown yard at the Lumberton Compressor Station site.
3. Changes to the Approved Restoration Profile of JDD 42.1 in to accommodate a
landowner request.
Addendum 1 (January 11, 2013) requested that consideration of the proposed extension
(Element 1) be placed on hold while additional information and potential alternatives
were explored. To avoid delays to the remaining Elements of the revision, Addendum 1
requested that review of the culvert placement within JDD37.3A (Element 2) and
changes to the Approved Restoration Profile of JDD42.1 (Element 3) continue as
originally proposed. Placement of the culvert in JDD37.3A (Element 2) resulted in an
additional 63 linear feet of permanent impact to a jurisdictional drainage ditch located in
an existing farm field, bringing the project -wide total permanent impacts to non - stream
tributaries (ditches) to 105 If. Changes to the Approved Restoration Profile of JDD42.1
(Element 3) did not involve additional impacts to jurisdictional features. Impacts
associated with Elements 2 and 3 were authorized by the USACE and the DWQ on
January 28, 2013 and February 1, 2012, respectively. For your convenience, a summary
of currently- authorized, project -wide impact totals is identified in Table 1.
Table 1: Summary of Currently Authorized Project -wide Impact Totals
JunShcctlonal Drainage Duch
2
Wetland Impacts
Total Disturbance (Combined
Clearing, Fill, Ground
Disturbance and Permanent
Conversion
Total Permanent Impacts (Fill
Placement)
Permanent Conversion
(Forested Wetlands to
Emergent Wetlands)
216.03 acres
0.41 acres
68.74 acres
Tributary Impacts
Pipeline Construction Activities /Crossings
Culvert Placement for Access Roads
Stream
Non - Stream Tributary`
Stream
Non - Stream Tributary*
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
51051
0
7,773
2,155
1 0
0
65
105
JunShcctlonal Drainage Duch
2

Addendum 2 to Request for Additional Permit Revision S &ME Project No. 1357 -10 -022
PNG Sutton Project February 12, 2013
PROPOSED IMPACTS — SUTTON EXTENSION
This Addendum further describes Element 1 (the Sutton Extension) associated with the
original revision request. A small portion of the extension was routed through the
wetland area (Wetland WJC) in order to avoid a large retention pond previously
constructed by Progress Energy. The remainder of the route is located in high ground,
and is depicted on the attached figures. For your convenience, we have also attached the
relevant revised impact drawings (Drawings 501 A and 501 B) that were included in the
original revision request.
Adjusted, project -wide impacts that will occur as a result of the extension are identified
in Table 2.
Table 2: Summary of Proposed Impact Totals
Wetland Impacts
Total Disturbance (Combined
Clearing, Fill, Ground
Disturbance and Permanent
Conversion
Total Permanent Impacts (Fill
Placement)
Permanent Conversion
(Forested Wetlands to
Emergent Wetlands)
217.61 acres
0.41 acres
69.08 acres
Tributary Impacts
Pipeline Construction Activities /Crossings
Culvert Relocation for Access Roads
Stream
Non - Stream Tributary*
Stream
Non - Stream Tributary*
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
t
5,051
0
7,773
2,155
0
0
65
105
* Jurisdictional Drainage Ditch ; Cells highlighted in green indicate the amended totals based on the revision.
A portion of Wetland WJC will be impacted for construction of the pipeline (WJC. 1), and
to provide a temporary stringing area (WJC.2) for pipe associated with a horizontal
directional drill (HDD) beneath an existing railroad line along the route. The extension
will affect 1.57 acre of Wetland WJC. Of these impacts, 0.34 acre will be converted
from forested wetland to herbaceous wetland, while the remaining 1.23 acre will be
temporarily affected and then allowed to return to a forested state following construction.
The extension will not result in permanent wetland fills, or in a loss of waters of the U.S.
Please refer to the original December 14, 2012 Request for Permit Revision for
information relating to the affected environment, results of the protected species and
cultural resources assessments, and additional regulatory considerations of the extension.
ADDITIONAL INFORMATION
As indicated in the December 14, 2012 Request for Permit Revision, PNG and Progress
Energy concluded that operating activities associated with construction of an in -line
inspection device (ILID) launcher and receiver station at the Sutton metering and
regulating (M &R) site may pose safety concerns. The original location of the ILID site at
the terminus of the Sutton pipeline was considered too close to a new high voltage
transmission power line and the turbines at the power plant facilities. As a result, PNG

Addendum 2 to Request for Additional Permit Revision S &ME Project No. 1357 -10 -022
PNG Sutton Project February 12, 2013
and Progress Energy agreed to relocate the proposed ILID receiver for the new Sutton
Pipeline and the existing launchers and receivers at PNG's Wilmington interconnect site
on Sutton Power Plant property to an adjacent property northeast of the power plant. Co-
locating the launchers, receivers, and associated equipment that vent gas during these
operations assures power plant operating personnel that the gas released during normal
operations is vented away from the power generating equipment at the plant, and that
PNG personnel would not have to enter the new Sutton Power Plant secure area to access
these facilities.
PNG originally considered the extension a separate project, with a project number and
funding source different from that of the Sutton pipeline. However, when notified of the
project, the USACE determined that the extension did not exhibit independent utility, and
should be considered part of the original Sutton project. Further, because PNG will now
co- locate the new ILID site with an existing 12 -inch pipeline (Line E2), the USACE
requested additional information relating to the purpose and need of the interconnect.
An immediate need for the proposed connection with Line E2 will be to "park" gas from
the Sutton pipeline that will ultimately be delivered back to the plant. The new combined
cycle plant, to which the Sutton line will deliver gas, is not scheduled to come online and
begin accepting gas until the end of 2013. In order to properly test and commission the
Wadesboro and Lumberton compressor stations before that time, PNG must first fill the
new line, and then shift and store the gas into Line E2, which currently services PNG's
Wilmington customer base. Line E2 currently brings gas for the Wilmington network
down from Virginia, and in addition to its current load, has enough capacity to
temporarily store gas from the Sutton pipeline until such time as it can be directed back to
PNG's existing customers.
Longer term, the interconnect would also give PNG the flexibility of replacing some of
the gas which would otherwise be supplied to the Wilmington network through Line E2
from PNG's Virginia source, where it is obtained at a higher cost. The recently
constructed Sutton pipeline is capable of accommodating a flow of approximately
111,000 mcf of gas per day. Of this, approximately 97,000 - 100,000 mcf of gas per day
will be required to operate the plant. Based on current demand, there is no need to shift
the excess balance of gas to Line E2 for the purpose of increasing supply. However,
PNG anticipates that demand for natural gas in the Wilmington service area will likely
increase over the next ten years. Accordingly, shifting the excess gas from the Sutton
line to Line E2 will be more cost - effective than increasing the supply from Virginia. By
so doing, the extension's capability of providing gas to Line E2 in the future can be
considered and additional project purpose. However, doing so will not increase the
project's overall "energy footprint," as the same volume of gas would otherwise be
provided to the service area from PNG's Virginia source in the absence of the extension.
ALTRENATIVES ANALYSIS
PNG explored a variety of alternatives related to construction of the proposed extension.
Alternative that involve fewer impacts to jurisdictional wetlands are described below:
4

Addendum 2 to Request for Additional Permit Revision SWE Project No. 1357 -10 -022
PNG Sutton Project February 12, 2013
Routing the extension to avoid Wetland WC entirely. This alternative would entail
continuing the Sutton pipeline east from its terminus through a high ground area, then
reconnecting with the currently- proposed route further southeast. However, this
alternative is not practicable because Progress Energy has constructed a permanent
stormwater pond just east of the original pipeline terminus. Progress Energy will not
allow PNG to install the pipe beneath the existing stormwater pond. Further, the area
adjacent to the pond was used historically by Progress Energy as an asbestos landfill.
Installation of the pipe through this area could potentially expose workers to the buried
asbestos during construction of the pipeline.
Installation of the pipe beneath Wetland WC, by trenchless methods. This alternative is
not practicable on multiple levels: First, given the alignment necessary to route the
proposed extension out of Wetland WC and back to high ground, use of trenchless pipe
installation is not feasible. While straight segments of pipe can be installed by bore, the
joints would require elbows in order to accommodate the necessary bend. Installation of
the pipe by HDD (another trenchless method) is also not feasible. The minimum length of
pipe required for an HDD is 100 feet. For a 20 -inch pipe, a 2,000 -foot radius of
curvature is required. As such, use of HDD could not accommodate the necessary bend,
and regardless of the installation method, PNG is still required to maintain a minimum
30 -foot wide corridor that is cleared of aboveground vegetation above the pipe.
Accordingly, the project could not be accomplished without at least the minimal wetland
impact proposed by this revision.
MITIGATION
As described in the original Request for Permit Revision, to offset this unavoidable
conversion of 0.34 acre of forested wetlands to herbaceous wetlands through purchase of
0.5 acre of riparian wetland credit in Lower Cape Fear River Basin (03030005) from the
North Carolina Ecosystem Enhancement Program ( NCEEP). An acceptance letter from
the NCEEP was included in the original Request for Permit Revision package.
Temporarily- affected areas will be restored in accordance with the project's approved
Restoration Plan. Wetland areas will be restored to their original grade and contour,
seeded with a native wetland seed mix, and allowed to naturally re- vegetate.
5

Addendum 2 to Request for Additional Permit Revision SWE Project No. 1357 -10 -022
PNG Sutton Project February 12, 2013
Thank you for your assistance with Addendum 2 to the Proposed December 14, 2012
Revision request. If you have questions, please feel free to contact us at 704.523.4726.
Sincerely,
S &ME, Inc.
Joey wler, PWS
Senior Project Manager
Crys Fox
Natural Resources Staff Professional
Senior Review by Julie Bennett - Hudel, PG, LEED AP
Attachments: Figures; Relevant Revised Plan Sheets
CC. Adam Long, PNG
Robb Mairs, NCDCM
Chad Coburn, NCDWQ

Figures

Relevant Revised Plan Sheets

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WETLAND FLAG TABLE
FLAG
LENGTH
BEARING
NORTHING
EASTING
WES 01
19.92'
520'12'12 "W
N 193713.76
E 2306951.49
WES 02
20.68'
S07'46'25 "W
N 193695.07
E 2306944.61
WES 03
32.57'
S15'05'10 "E
N 193674.58
E 2306941.81
WES 04
29.35'
S24'05'13 "E
N 193643.13
E 2306950.29
WES 05
19.08'
S71 *47'09"E
N 193616.34
E 2306962.27
WES 06
-
-
N 193610.38
E 2306980.39
WES 07
16.03'
S44'1 2'05 "W
N 194124.14
E 2306883.10
WES 08
14.63'
N50'38'17 "W
N 194112.65
E 2306871.92
WES 09
36.61'
S01 *45'23"W
N 194121.93
E 2306860.61
WES 10
9.53'
S52'53'38 "W
N 194085.34
E 2306859.49
WES 11
25.75'
S82'1 2'50"W
N 194079.59
E 2306851.89
WES 12
26.40'
S72'30'39 "W
N 194076.10
E 2306826.38
WES 13
28,21'
N88'13'57 "W
N 194068.17
E 2306801.20
WES 14
-
-
N 194069.04
E 2306773.00
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PERMANENT CONVERSION LIMIT
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TEMPORARY IMPACT LIMIT WES 03 Q
EAMENT WETLAND WJC.1 °
WES WORK SPACE WES os, 30' PERMANENT CONVERSION AREA.'
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NOT FOR RECO�%ONT* 70' TEMPORARY IMPACT AREA
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A , !:!NOTES: 0.94 acres WETLAND AREA
- ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES AND ARE IN FEET UNLESS OTHERWISE NOTED.
- THIS MAP DOES NOT CONFORM TO GS 47 -30, AS AMENDED. NOT INTENDED FOR RECORDATION. S1.001 STREAM DELINEATION FLAG
175 -BR -803 cPS1.001 COMPUTED POINT
- WETLANDS SURVEYED BY TRIMBLE "PATHFINDER" METHODS.
- THE SOLE PURPOSE OF THIS PLAT IS TO SHOW JURISDICTIONAL BOUNDARIES AS DELINEATED BY S &ME, INC. W1.001 WETLAND DELINEATION FLAG
- BASIS OF BEARING IS NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD 83 /NSRS2007). WETLAND /STREAM BOUNDARY
rvy EXISTING WOODS LINE
JOB NUMBER: 03139 -0110 JURISDITONAL WATERS OF THE U.S. GAS PROPOSED GAS LINE
w w m w ,•.+w m J w
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vX ice`"+ &�-"�"-"-"-� SHEET NUMBER: 501A OF 501 � 0 25 50 100 - -
PROPOSED EASEMENT
8020 TOWER POINT DRIVE PROD. SURVEYOR: JLS PIEDMONT NATURAL GAS LINE, SUTTON - EXISTING EASEMENT
CHARLOTTE, NORTH CARODNA 28227 DRAWN BY: DGS - - - - - - - - IMPACT LIMIT
TELE: (704) 841 -2588 RICHMOND, SCOTLAND, ROBESON, BLADEN, 1N FEET) _-.......__..__._ .__.- ..-- -- .._..____........_.. PROPERTY LINE
FAX: [phone] COMPUTER FILE: WJC.l.dwg COLUMBUS AND BRUNSWICK COUNTIES, NORTH CAROLINA 1 inch = 50 fL TEMPORARY WORK SPACE
F -1222 DATE: 11/27/12

WETLAND FLAG TABLE
FLAG
LENGTH
I BEARING
NORTHING
EASTING
WES 15
41.94'
S44'43'1 0 "W
N 193457.04
E 2307284.67
WES 16
37.88'
S09'23'24 "W
N 193427.24
E 2307255.16
WES 17
45.39'
S08'45'21 "W
N 193389.87
E 2307248.98
WES 18
35.12'
S17 *17'17 "E
N 193345.01
E 2307242.07
WES 19
26.79'
S36'1 1'06 "E
N 193311.48
E 2307252.51
WES 20
62.26'
S48'30'40 "E
N 193289.85
E 2307268.33
WES 21
37.81'
S09'00'1 8"E
N 193248.61
E 2307314.97
WES 22
60.55'
S03'57'50 "E
N 193211.26
E 2307320.88
WES 23
60.55'
S03'57'50 "E
N 193150.86
E 2307325.07
0
9�
DAVIS WAY r
Po ROYSTER RD
•-
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— THIS MAP DOES NOT CONFORM TO GS 47 -30, AS AMENDED. NOT INTENDED FOR RECORDATION.
— WETLANDS SURVEYED BY TRIMBLE "PATHFINDER" METHODS.
— THE SOLE PURPOSE OF THIS PLAT IS TO SHOW JURISDICTIONAL BOUNDARIES AS DELINEATED BY S &ME, INC.
— BASIS OF BEARING IS NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD 83 /NSRS2007).
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CHARLOTTE, NORTH CAROLINA 28227
TELE: (704) 841 -2588
FAX: [phone]
F-1222
JOB NUMBER:
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NOTES:
— ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES AND ARE IN FEET UNLESS OTHERWISE NOTED.
— THIS MAP DOES NOT CONFORM TO GS 47 -30, AS AMENDED. NOT INTENDED FOR RECORDATION.
— WETLANDS SURVEYED BY TRIMBLE "PATHFINDER" METHODS.
— THE SOLE PURPOSE OF THIS PLAT IS TO SHOW JURISDICTIONAL BOUNDARIES AS DELINEATED BY S &ME, INC.
— BASIS OF BEARING IS NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD 83 /NSRS2007).
�
�W&�
8020 TOWER POINT DRIVE
CHARLOTTE, NORTH CAROLINA 28227
TELE: (704) 841 -2588
FAX: [phone]
F-1222
JOB NUMBER:
03139-0110
DWG. NUMBER:
WJC.2
SHEET NUMBER:
501B OF 501
PROJ. SURVEYOR:
JLS
DRAWN BY:
DGS
COMPUTER FILE:
WJC.2.dwg
DATE:
11/27/12
175 —BR -803
JURISDICTIONAL WATERS OF THE U.S.
IMPACT PLAN
OF
PIEDMONT NATURAL CAS LINE, SUTTON
RICHMOND, SCOTLAND, ROBESON, BLADEN,
COLUMBUS AND BRUNSWICK COUNTIES, NORTH CAROLINA
GRAPHIC SCALE
0 30 60 120
( IN FEET )
1 inch = 60 ft_
LEGEND
TEMPORARY CHANNEL IMPACT
TEMPORARY IMPACT AREA
PERMANENT CONVERSION AREA
WETLAND AREA
S1.001
STREAM DEUNEATION FLAG
CPS1.001
COMPUTED POINT
W1.001
WETLAND DEUNEATION FLAG
WETLAND /STREAM BOUNDARY
EXISTING WOODS UNE
GAS
PROPOSED GAS UNE
- -- G.`s— cm
EXISTING GAS UNE
— —
PROPOSED EASEMENT
—
EXISTING EASEMENT
— — — — — — —
— IMPACT UMIT
--
- PROPERTY UNE
— —
TEMPORARY WORK SPACE