20140650 Ver 1_More Info Received_20140813

LETTER OF TRANSMITTAL
S&ME, Inc
9751 Southern Pine Blvd.
Charlotte, NC 28273
[phone]
[phone] fax
NC DENR 401 Wetlands Unit
Division of Water Resources
512 North Salisbury Street
Raleigh, North Carolina 27604
Attn- Karen Hiaains
WE ARE SENDING YOU: ® Attached
❑ Shop drawings ❑ Prints
❑ Copy of letter ❑ Report
DATE 2014 08 11
JOB NO 7235 14 013, Ph 22
ATTENTION Ms Karen Higgins
RE T021 B Proposed Pipeline Project
1
2014 08 11
❑ Under separate cover via
❑ Plans ❑ Draft
the following items
❑ Specifications
COPIES
DATE
NO
DESCRIPTION
1
2014 08 11
.21
NWP 12/WQC3884 Authorization Request Revision 1
1
2014 08 11
Riparian Buffer Authorization Request Revision 1
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For approval ® For your record
® As requested ❑ For review and comment ❑
❑ FORBIDS DUE _/ / ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Karen - Please find attached a hard copy of the NWP 12/WQC 3884 and Riparian Buffer Authorization
Requests Please feel free to call me with questions or comments Thank you — Crystal
SIGN. r� 4
Copy File, USACE, Sue Homewood DWR
AUG 1 3 2014
a WA7 UAL
�� S&ME, INC / 9751 Southern Pine Boulevard / Charlotte, NC 28273-5560 / p 704 523 4726 f 704 525 3953 / www smeinc corn

August 11, 2014
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Avenue, Suite 105
Wake Forest, North Carolina 27587
Attention: Mr. Craig Brown
N.C. Division of Water Resources
401 Wetlands Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
FILE COPT
Reference: Request for Modification and Additional Justification: NWP No.
12/WQC No. 3884 and Riparian Buffer Authorization Revision 1
Line T -021B Pipeline Project
Alamance and Orange Counties, North Carolina
S &ME Project No. 7235 -14 -013 Phase 22
SAW Action ID: 2014 -00846
Dear Mr. Brown and Ms. Higgins:
On behalf of our client, Energy Management Services (EMS), S &ME, Inc. (S &ME)
hereby submits this revision request to update a currently authorized NWP 12 and a
WQC No. 3884 and Riparian Buffer authorization which is currently under review by the
Division of Water Resources (DWR). S &ME previously submitted an application to
authorize impacts to Waters of the U.S. (June 2014) in accordance with project
requirements under Section 404 and 401 of the Clean Water Act and in accordance with
Jordan Lake Riparian Buffer requirements on June 25, 2014. On July 15, 2014, the U.S.
Army Corps of Engineers authorized impacts in accordance with NWP No. 12 (SAW
Action ID: 2014 - 00846, attached).
During a July 21, 2014 telephone conversation between Ms. Sue Homewood of DWR
and our Ms. Crystal Fox, Ms. Homewood requested additional clarification and/or
justification for the proposed 50 -foot permanent maintained Right -of -Way (ROW). In
addition to the clarification, specific modifications to the original impact maps at some
project locations were necessary. The revised impact maps were provided via email to
Ms. Homewood on July 28, 2014 (see attached copy of email correspondence).
S &ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com

NWP No. 12 /DWR No. 3884 Modification /Justification S &ME Project No. 7235 -14 -013, Phase 22
Line T -021 B Pipeline Project - Alamance and Orange Counties N.C. August 11, 2014
On August 12014, Ms. Homewood issued a "Request for Information" letter placing the
project on hold pending receipt of additional justification regarding the need for a 50 -foot
wide permanent maintained ROW (Copy attached). By copy of this letter, please find the
requested clarification herein. Since the August 1, 2014 hold letter was issued,
developments in the project have necessitated re- routes. The re- routes are in response to
landowner requests and will modify impacts to riparian buffers and impacts subject to
Section 404/401 regulatory requirements.
The re- routes are proposed to shift the alignment to the existing maintained ROW. The
re- routed areas are depicted on the revised Figures 1, 2, 8, 13, 14, 15, and 25 (see
attached). Updated Stream and Wetland Impact Maps for affected streams and wetlands
are also attached.
REVISED PROJECT IMPACTS
The original submittal to the USACE included combined temporary and conversion
impacts to wetlands of 2.99 acres and temporary impacts to 2,519 linear feet of stream.
Of those total impacts, maintenance of the project ROW would result in conversion of
0.114 acres of forested wetland to herbaceous wetlands. The re- routes resulted in a net
DECREASE of forested wetland conversion from 0.114 to 0.064. New project wide
impact totals are limited to 2.87 combined temporary and conversion impacts and 2,427
linear feet of temporary impact to streams. A summary of temporary and permanent
impacts is provided in Table 1: Updated Wetland Impact Summary below. An updated
Wetland Impact Table and Stream Impact Table, listing impacts to each feature are also
attached.
Table 1: Updated Wetland and Stream Impact Summary
Feature Type Previously Approved
Permanent Temporary
Impact (ac or Impact (ac or I�
I
Currently Proposed
Permanent
Impact (ac or It]
Temporary
Impact (ac or It)
Wetlands 0.114
2.871
0.064
2.874
Streams 0
2,519
0
2,427
l Permanent impact to wefiarias FROM F6rn conversion or ores a or snTuoisr-rub WeLl@nGS to Her OWN. r4o 1111 will Se pia
With respect to the Jordan Lake Watershed riparian buffers, the original project submittal
indicated cumulative impacts to Zone 1 of 112,630 square feet (sf) of which 15,711 sf
would be permanently maintained. In Zone 2, 86,887 sf was impacted, of which 13,753
sf would be maintained. All other impacts are considered exempt from Jordan Lake
Buffers as they were shown in existing maintained ROW. One exception is area S28
where temporary workspace associated with a road bore will be cleared; however, it will
not be maintained. New permanent impact totals in Zone 1 are 11,604 sf, and in Zone 2
new permanent impacts are 11,529 sL Please note, proposed project changes have
resulted in a net DECREASE in buffer impacts. An updated Jordan Lake Riparian
Buffer Impact Table, listing impacts to each feature is attached.

NWP No. 12 /DWR No. 3884 Modification /Justification S &ME Project No. 7235 -14 -013, Phase 22
Line T -021 B Pipeline Proiect - Alamance and Orange Counties N.C. August 11, 2014
Table 2: Riparian Buffer Impact Summa
Jordan Lake
Buffer Previously Submitted Currently Proposed
Impacts Permanent Impact (s> Permanent Impact (s�
Zone 1 15,711 11,604
Zone 2 13,753 11,529
REQUESTED JUSTIFICATION
As previously mentioned, on August 1, 2014, the DWR issued a hold letter on the project
requesting the following information
1) "The Table of Uses within the Jordan Buffer Rules (15A NCAC 02B. 026 7(9))
states that "Utility, non - electric, perpendicular crossings of streams and other
surface waters subject to this Rule; [that] Disturb greater than 40 linear feet but
equal or less than 150 linear feet of riparian buffer with a maintenance corridor
greater than 10 feet in width" are categorized as "Allowable with Mitigation".
15A NCAC 02B .0267(10)(c) states that "Uses designated as allowable with
mitigation may proceed provided that there are no practical alternatives (see 15A
NCAC 02B .0267(11) to the requested use.... "
"A file review of a similar PSNC project application submitted to the Division
and subject to the Jordan Buffer Rule indicates that PSNC has previously
determined that a 10 foot maintenance corridor is practical. In addition, a file
review of similar utility project applications submitted by other corporations
subject to the same regulations has indicated that a 30 foot maintenance corridor
is practical. "
PSNC has avoided and minimized impacts to all Waters of the U.S. to the extent practical
throughout route development. The alignment, as proposed, makes use of existing
maintained ROW to the maximum extent practicable. PSNC has endeavored to limit the
clearing of "virgin" ROW. In the original submittal, PSNC requested a 50 -foot wide
permanent maintained ROW. Of the proposed 16 -miles to be constructed, approximately
1.07 miles was to be established as virgin 50 -foot ROW. Since the previous submittal,
route revisions have limited the establishment of virgin ROW to one area and limiting the
establishment of virgin ROW to approximately 0.98 miles.
PSNC has obtained "second line" rights in most areas of acquired easement. In all areas
of "virgin" ROW, a second line right has been purchased. PSNC routinely acquires
additional line rights such that a second line right would be used by PSNC Energy to lay
another pipeline in the same ROW if the demand ever increased enough to justify it, OR
if PSNC were to install another pipeline to serve other areas that is in the vicinity of the
current proposed line, and thereby be able to take advantage of easement they already
own. Specifically, the pipeline is not centered in the proposed new easement; it is offset

NWP No. 12 /DWR No. 3884 Modification /Justification S &ME Project No. 7235 -14 -013, Phase 22
Line T -021 B Pipeline Proiect - Alamance and Orange Counties, N.C. August 11.2014
at 15 -feet on one side and 35 -feet on the other in areas to facilitate installation of an
additional line in the future, should this become necessary.
Adequately sized ROW's are necessary in order to be visible from the air for routine
inspection as well as on the ground, contributing to an overall increase in safety due to
ease of patrol, and facilitating ease of access and continuity in maintenance requirements.
In reference to previous submittals in which a 10 -foot maintenance corridor was
specified, and per a July 30, 2014 email from the DWR, S &ME has reviewed files we
have regarding S &ME submittals, referenced in the aforementioned email, where 10 -feet
is being permanently maintained by PSNC and located the PSNC North Durham
Connector Project (1356 -13 -004, Phase 01; DWR # 13- 0802), a copy of the approval
letter for this project is attached. This pipeline is located almost entirely within existing
Department of Transportation (DOT) ROW. Because the pipeline is located next to
roadsides, it is more easily inspected on the ground, easier to access, and easier to
maintain. In areas where the pipeline deviated from roadside installation, 10 -feet was
adhered to for ease of permit acquisition and because other points of access are available
via roadside.
MITIGATION
Wetland conversion impacts were previously satisfied by PSNC through purchase of
credits from Restoration Systems, LLC a private mitigation bank in the Jordan Lake
Watershed. Accordingly, PSNC will be refunded the difference in credit purchase
between the two applications (0.05 acre).
PSNC plans to purchase the buffer mitigation credit from North Carolina Ecosystem
Enhancement Program (EEP) as there are no private mitigation banks within the Jordan
Lake Watershed.
CLOSING
By copy of this correspondence, we are requesting your written concurrence with this
NWP No. 12 permit modification. Additionally, we are providing the additional
requested information for the DWR. If you have questions or need additional
information, please feel free to contact us at 704.523.4726.
Sincerely,
S &ME
Crystal J. Fo
Natural Resources Staff Professional
cfox gsmeinc.com
D, -,, - i - P,,,, � -
Darrin Peine, QEP
Project Manager
[e-mail]

NWP No. 12 /DWR No. 3884 Modification /Justification S &ME Project No. 7235 -14 -013, Phase 22
Line T -021 B Pipeline Project - Alamance and Orange Counties, N.C. August 11, 2014
Senior Reviewed by Jason S. Reeves, P.E., Senior Project Engineer
Attachments
Copy of USACE Permit Authorization
Email Correspondence
NCDWR Hold Letter
Copy of DWR Approval Letter 13 -0802
Cc: Ms. Sue Homewood — NCDENR DWR

FIGURES AND UPDATED WETLAND /STREAM
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LEGEND:
1
1
STREAM S7
_ 21
\ Z1
\ V CID
WETLAND W4
G�c —G— \ STREAM S6
73 L.F.
G�c
EXISTING TREE LINE
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
G--_ G \ 1 \
—�G
7
_ GAG �
cam.
STREAM S6 TOTAL JORDAN LAKE BUFFER IMPACTS
WETLAND W4 TOTAL IMPACTS
ZONE 1
PERM.
IMPACT
0 SQ.
FT.
0.000
AC.
TEMP.
IMPACT
780 SO.
FT.
0.018
AC.
STREAM S6 TOTAL
IMPACTS
PERM.
IMPACT
0 SQ.
FT.
0.000
AC.
TEMP.
IMPACT
668 SQ.
FT.
0.015
AC.
LEGEND:
1
1
STREAM S7
_ 21
\ Z1
\ V CID
WETLAND W4
G�c —G— \ STREAM S6
73 L.F.
G�c
EXISTING TREE LINE
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
G--_ G \ 1 \
—�G
7
_ GAG �
cam.
STREAM S6 TOTAL JORDAN LAKE BUFFER IMPACTS
ZONE 1
ZONE 2
PERM. IMPACT
0 SQ. FT.
0 SQ. FT.
TEMP. IMPACT
4,297 SQ. FT.
2,713 SQ. FT.
EXISTING (MAINTAINED) 50' ROW
Z
0
co
A
m
'Z
O
Z
F
�G EXISTING 10" PSNC T -021 G G PIPELINE
G - -c —�G
PROPOSED 16" T-0-21108 PIPELINE
EXISTING G G EXIS c CAL PIPELINE
------ - -c�C;
50 25 0 50
�O
\ SCALE IN FEET
4E& P S N C ENERGY DRAWN BY: CAC 06/02/14
ENERGY MANAGEMENT DRAFTING CK: SFS 06/03/14
& SERVICES CO.
CORPORATE OFFICE: APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIINONMENTACLKCK:
109 FIELDVIEN DRIVE
P.O. BOX 1007 ALIGNMENT sHT: 58701103
4
VERSAILLES, KY 40383
TEL[phone] FAX:[phone] DRAWING NO.:
BRANCH OFFICES: @ STATION 70 +14, M.P 1.33 58703305
HOUSTON, TX DETROIT, MI
CHARLESTON, WV • TULSA, DI( ALAMANCE COUNTY NORTH CAROLINA SCALE: 1" = 50' REV. A
BAY CITY, MI
www.emseng.com ' SHEET 1 OF 1 IDATE OF PLOT: 06/20/2014

WETLAND W7 TOTAL IMPACTS
PERM. IMPACT
9 S0. FT.
0.0002 AC.
TEMP. IMPACT
0 SQ. FT.
0.000 AC.
�o
r50' BUFFER
STREAM S8
N /
N
3p.
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7
�A,
\ titi
i
NEW 50' 1.111AI
LEGEND:
EXISTING TREE LINE
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
ENERGY
& SERVICES CO.
CORPORATE OFFICE:
109 FIELDVIEW DRIVE
P.O. BOX 1007
VERSAILLES, KY 40383
TEL[phone] FAX:[phone]
BRANCH OFFICES:
HOUSTON, TX DETROIT, MI
CHARLESTON, WV TULSA, OK
BAY CITY, MI
www.emseng.com
STREAM S7
^N� WETLAND W7
NEW PERMANENT EASEMENT
PROPOSED 16" T -021 B PIPELINE
NEW PERMANENT EASEMENT
STREAM S8 TOTAL JORDAN LAKE BUFFER IMPACTS
�P
ZONE 1
ZONE 2
PERM, IMPACT
�o
1,148 SO. FT.
GP
0 SQ. FT.
0 SQ. FT.
Qs
�P
41,
P�
STREAM S8 TOTAL JORDAN LAKE BUFFER IMPACTS
ZONE 1
ZONE 2
PERM, IMPACT
0 SQ. FT.
1,148 SO. FT.
TEMP. IMPACT
0 SQ. FT.
0 SQ. FT.
50 25 0 50
SCALE IN FEET
DRAWN BY: CAC 06/02/14
P S N C ENERGY
DRAFTING CK: SFS 06/03/14
APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIRONMENTAL CK:
ENGINEERING CK:
WETLAND CROSSING W7 ALIGNMENT SHT: 58701103
DRAWING NO.:
@ STATION 80 +53, M.P 1.53 58703306
ALAMANCE COUNTY, NORTH CAROLINA SCALE: 1" = 50' 1 REV. A
SHEET 1 OF 1 IDATE OF PLOT: 06/20/2014

p, -
N
Z1 N
O
Z p
� I
Z2�22
/STREAM S9
Z1 STREAM S7
°
_ J /
WETLAND W8—
71
ti /
N
STREAM S7 TOTAL JORDAN LAKE BUFFER IMPACTS
PERM. IMPACT
ZONE 1
ZONE 2
PERM. IMPACT
1,533 SQ. FT.
2,632 SQ. FT.
TEMP. IMPACT
0 SQ. FT.
0 SQ. FT.
\ l2 WETLAND 9
iZ-
STREAM S7
c
0
U
Li
zZ � ag
Ld
z WETLAND Wl 0
co
co
a
� z
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WETLAND W8
Z
22 \21 - -z1 —z1
NEW 50' ROW
2j v f
-02
Z2�— 2
NEW PERMANENT EASEMENT N
0
PARALLEL ZONE 2
/ IMPACTS 429 SQ. FT.
NO MITIGATION REQUIRED.
LEGEND: z
EXISTING TREE LINE
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
ENERGY MANAGEMENT
& SERVICES CO.
CORPORATE OFFICE:
109 FIELDVIEW DRIVE
P.O. BOX 1007
VERSAILLES, KY 40383
TEL[phone] FAX:[phone]
BRANCH OFFICES:
HOUSTON, TX DETROIT, MI
CHARLESTON, WV TULSA, OK
BAY CITY, MI
www.emseng.com
PROPOSED 16" T -021 B PIPELINE
NEW PERMANENT EASEMENT
WETLAND W10 TOTAL IMPACTS
PERM. IMPACT
77 SQ. FT.
0.002 AC.
TEMP. IMPACT
0 SQ. FT.
0.000 AC.
Z)�FORESTED WETLAND
WITHIN ZONE 1
77 SQ. FT.
50 25 0 50
SCALE IN FEET
DRAWN BY: CAC 06/02/14
P S N C ENERGY
DRAFTING CK: SFS 06/03/14
APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIRONMENTAL CK:
ENGINEERING CK:
WETLAND CROSSING W8, W10 & STREAM S7 ALIGNMENT SHT: 58701104
DRAWING NO.:
@ STATION 87 +17, M.P 1.65 58703307
ALAMANCE COUNTY, NORTH CAROLINA SCALE: 1" = 50' 1 REV. A
SHEET 1 OF 1 IDATE OF PLOT: 06/20/2014

STREAM S49 TOTAL IMPACTS
STREAM
ZONE 1
ZONE 2
PERM. IMPACT
0 SQ. FT.
0 SQ. FT.
TEMP. IMPACT
2,170 S0. FT.
2,725 SQ. FT.
EXISTING (MAINTAINED)
50' ROW
EXISTING CULVERT
---------
G G G G
:j
Ev
LEGEND: STREAM S49 - L.F
EXISTING
TREE LINE
TEMPORARY
IMPACT AREA
PERMANENT
IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
eal
ENERGY MANAGEMENT
& SERVICES CO.
CORPORATE OFFICE:
109 FIELDVIEW DRIVE
P.O. BOX 1007
VERSAILLES, KY 40383
TEL:[phone] FAX:[phone]
BRANCH OFFICES:
HOUSTON, TX DETROIT, MI
CHARLESTON, WV TULSA, OK
BAY CITY, MI
www.emseng.com
Z2
OPEN WATER
Z2--\ EXISTING MAINTENANCE EASEMENT
G
ti
30'
ONE 1
20 20 .
NE 2
Z
O
WETLAND W56
v
�Z
m
�Z
.o
0
/ \
---WETLAND W55
G G G G G G G G
PROPOSED 16" T -021 B PIPELINE
- - - - - - - - -
I
I
EXISTING 10" PSNC T -021 PIPELINE
I
EXISTING MAINTENANCE EASEMENT
WETLAND W55 TOTAL IMPACTS
STREAM
S49
TOTAL IMPACTS
TEMP. IMPACT
PERM.
IMPACT
0
SQ.
FT.
0.000
AC.
TEMP.
IMPACT
57
S0.
FT.
0.001
AC.
WETLAND W55 TOTAL IMPACTS
PERM. IMPACT
0 SQ. FT.
0.000 AC.
TEMP. IMPACT
4,977 SQ. FT.
0.114 AC.
50 25 0 50
SCALE IN FEET
P S N C ENERGY DRAWN BY: CAC 06/02/14
DRAFTING CK: SFS 06/03/14
APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIRONMENTAL CK:
ENGINEERING CK:
WETLAND CROSSING W55 & STREAM CROSSING S49 ALIGNMENT SHT: 5801131
DRAWING NO.:
@ STATION 821 +42, M.P 15.56 58703350
ORANGE COUNTY, NORTH CAROLINA SCALE: 1" = 50'7 REV. A
SHEET 1 OF 1 DATE OF PLOT: 06/20/2014

USACE PERMIT AUTHORIZATION

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: PSNC Energy Action ID: SAW- 2014 -00846
Project Name: Line T -021B Pipeline Project County: Orange
Instructions to Permittee: The Permittee must provide a copy 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 Permittee's responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a 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 (HUC), 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 Permittee. 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 USACE 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 -digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Riparian
Riparian
Warm
Cool
Cold
Non - Riparian
Coastal
Riverine
Non - riverine
0.114
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Riparian
Riparian
Warm
Cool
Cold
Non- Riparian
Coastal
Riverine
Non-rive rine
0.12
Mitigation Site Debited: Cripple Creek Stream & Wetland Mitigation Bank (Restorations Systems, LLC)
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID 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, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE 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 1 of 2 Form Updated 2 October, 2012

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.
9 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: None
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 Manager: Craig 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: Craig.J.Brown @usace.army.miI
USACE Project Manager Signature
July 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 : / /regulatorv.usacesurvev.com/ to complete the survey online,

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW- 2014 -00846 County: Orange U.S.G.S. Quad: NC- EFLAND
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: PSNC Energy
Whitney Waldrop
Address: 800 Gaston Road
Gastonia, NC, 28056
Telephone Number: (704) 834 -6621
Size (miles) Approximately 15 miles Nearest Town Chapel Hill
Nearest Waterway Morgan Creek River Basin Haw. North Carolina.
USGS HUC 3030002 Coordinates Latitude: 36.0018269468284
Longitude: - 79.2379678507851
Location description: This natural gas pipeline will originate at PSNC's existing take -off station located west of NC Highway 54
near Graham, North Carolina (approximately 36.0453N, - 79.3656W) then run generally east /southeast, parallel to or within an
existing combination of PSNC and Cardinal gas line easements, crossing NC Highway 119, Mebane Oaks Road, Bradshaw
Ouarry Road and terminating at Old Chapel Hill Hillsborough Road near Chapel Hill, North Carolina (approximately
35.9573N, - 79.1099
Description of projects area and activity: Proposed is the construction of approximately 15 miles of 16 inch natural gas pipeline
(Line T- 02113), primarily within an existing easement and running adiacent to an existing pipeline. This Verification allows
for: 2,457 linear feet of temporary stream impacts resulting from open cuts to place pipe; 2.871 acres of temporary impacts to
wetlands from construction activities associated with the installation of pipe; and the permanent conversion of 0.114 acre of
wetland from forested wetlands to maintained emergent wetlands in order to provide a maintenance corridor. These impacts
are summarized on the two tables entitled: Line T -021B Pipeline Protect Stream Impact Table and Wetland Impact Table.
Applicant is required to restore areas of temporary impacts in accordance with the Approved Restoration Plan and pay
mitigation at a ratio of 1:1 for the 0.114 acre of permanent wetland conversion. There are special_ conditions associated with
this permit.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: NWP 12 Utility Line Activities.
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 06/25/2014. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, 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 subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at (252) 808 -2808.
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.

SAW- 2014 - 00840
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Craig Brown at 919 -554 -4884 x35 or Crais.J.Brownna,usace.army.mil.
Corps Regulatory Official: Craig Brown Date: July 15, 2014
Expiration Date of Verification: 03/18/2017

SAW- 2014 -00846
SPECIAL CONDITIONS
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.

NCDWR REQUEST FOR ADDITIONAL
INFORMATION (Hold Letter)
And DWR Approval Letter PSNC North
Durham Connector

A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
August 1, 2014
DWQ # 14 -0650
Alamance County
CERTIFIED MAIL #70111570 00018546 3924
RETURN RECEIPT REQUESTED
PSNC Energy
Attn: Whitney Waldroup
800 Gaston Rd
Gastonia NC 28056
Subject: REQUEST FOR ADDITIONAL INFORMATION
Line T -021B Pipeline Project
Dear Mr. Waldroup:
On June 25, 2014, the Division of Water Resources — Water Quality Programs (Division) received
your application dated June 24, 2014, requesting a 401 Water Quality Certification and Buffer
Authorization from the Division for your project. The Division has determined that your
application is incomplete and cannot be processed. The application is on -hold until all of the
following information is received:
The Table of Uses within the Jordan Buffer Rules (15A NCAC 02B .0267(9)) states that
"Utility, non - electric, perpendicular crossings of streams and other surface waters
subject to this Rule; [that] Disturb greater than 40 linear feet but equal or less than 150
linear feet of riparian buffer with a maintenance corridor greater than 10 feet in width"
are categorized as "Allowable with Mitigation ". 15A NCAC 02B .0267(10)(c) states that
"Uses designated as allowable with mitigation may proceed provided that there are no
practical alternatives (see 15A NCAC 02B .0267(11) to the requested use...."
A file review of a similar PSNC project application submitted to the Division and subject
to the Jordan Buffer Rule indicates that PSNC has previously determined that a 10 foot
maintenance corridor is practical. In addition, a file review of similar utility project
applications submitted by other corporations subject to the same regulations has
indicated that a 30 foot maintenance corridor is practical.
Please provide additional information which clearly justifies the necessity for a 50 foot
wide permanent maintenance corridor for this project.
Winston -Salem Regional Office
Location: 585 Waughtown St, Winston Salem NC 27107 1�TOne
Phone: 336 - 771 -50001 FAX: 336 - 771 -46301 Customer Service: 1- 877 - 623 -6748 1 V orthCaro1111a
Internet: www.ncwaterquality.org �/ y "jr']ahapall'y
An Equal Opportunity 1 Affirmative Action Employer K

PSNC Energy
DWQ# 14 -0650
Request for Additional Information
Page 2 of 2
Pursuant to Title 15A NCAC 02H .0502(e) and Title 15A NCAC 02B .0267, the applicant shall
furnish all of the above requested information for the proper consideration of the application.
If all of the requested information is not received in writing within 30 calendar days of receipt
of this letter, the Division will be unable to approve the application and it will be returned. The
return of this project will necessitate reapplication to the Division for approval, including a
complete application package and the appropriate fee.
Please respond in writing within 30 calendar days of receipt of this letter by sending three
copies of all of the above requested information to the Wetlands, Buffers, Stormwater —
Compliance and Permitting (Webscape) Unit, 1617 Mail Service Center, Raleigh, NC 27699-
1650.
Please be aware that you have no authorization under the Water Quality Certification Rules for
this activity and any work done within waters of the state may be a violation of North Carolina
General Statutes and Administrative Code.
Please contact me at 336- 771 -4964 or Sue. Homewood @ncdenr.gov if you have any questions
or concerns.
Sincerely,
Sue Homewood
Winston -Salem Regional Office
cc: Crystal Fox, S &ME (via email)
Craig Brown, USACE Raleigh Regulatory Field Office (via email)
Cherri Smith, DWR RRO 401 files
DWR WSRO 401 files
DWR Webscape Unit

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
August 15, 2013
Public Service Company of North Carolina
Attn: George Ratchford
P.O. Box 1398
Gastonia, NC 28056
D W R 4 13 -0802
Durham and Orange Counties
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE JORDAN LAKE WATER SUPPLY WATERSHED RIPARIAN
BUFFER PROTECTION RULES (15A NCAC 02B.0267) WITH ADDITIONAL CONDITIONS
Duke University Natural Gas Pipeline Extension
Dear Mr. Ratchford:
You have our approval for the impacts listed below for the purpose described in your application dated
July 31, 2013 and received by the Division of Water Resources (Division) on July 31, 2013. 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 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.
Type of Impact
Wetland
Amount Approved
(units)
Permanent
0 (acres
Amount Approved
(units)
Temporary
0.004 (acres)
One
NU C,Lrofina
atrrrrl!!�
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 OpportunilylAfBrmalive Action Employer - 50% Recycled/10% Post Consumer Paper

PSNC Duke University
DWR# 13 -0802
401 AND BUFFER APPROVAL
Page 2 of 5
Site W4
Wetland
0.026 (acres)
0.057 (acres)
Site W12
Wetland
0 (acres)
0.015 (acres)
Site WE
Stream
0 (linear feet)
7.6 (linear feet)
Site A
Stream
0 (Linear feet)
3.8 (linear feet)
Site C
Stream
0 (linear feet)
11.04 (linear feet)
Site CC
Stream
0 (linear feet)
8.75 (linear feet)
Site F
Stream
0 (linear feet)
117.24 (linear feet)
Site F1 & F2
Stream
0 (linear feet)
48.15 (linear feet)
Site M1
Stream
0 (linear feet)
15.22 (linear feet)
Site Y
Buffers —Zone 1
68 (square feet)
0 (square feet)
Site C
Buffers —Zone 2
0 (square feet)
59 (square feet)
Site C
Buffers —Zone 1
0 (square feet)
1140 (square feet)
Site CC
Buffers —Zone 2
0 (square feet)
637 (square feet)
Site CC
Buffers —Zone 1
0 (square feet)
646 (square feet)
Site F
Buffers —Zone 2
0 (square feet)
446 (square feet)
Site F
Buffers —Zone 1
639 (square feet)
1579 (square feet)
Site F1 & F2
Buffers —Zone 2
0 (square feet)
618 (square feet)
Site F1 & F2
Buffers —Zone 1
617 (square feet)
2053 (square feet)
Site Ml
Buffers —Zone 2
0 (square feet)
1744 (square feet)
Site Ml

PSNC Duke University
DWR# 13 -0502
401 AND BUFFER APPROVAL
Page 3 of 5
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.
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 sixty (60) 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:O0am and S:OOpm,
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 DEN R-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
PSNC Duke University
DWR# 13 -0802
401 AND BUFFER APPROVAL
Page 4 of 5
This letter completes the review of the Division under section 401 of the Clean Water Act and the Jordan
Riparian Buffer Rules as described in 15A NCAC 02B .0267. Please contact Cherri Smith at 919 - 791 -4251 or
cherri.smith @ncdenr.gov if you have any questions or concerns.
Sin erely,
J
Gig //�
Danny S i , Supervi r
Surfac, Water Protection — Raleigh Regional Office
Enclosures: GC 3884
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Drive, St. 105;
Wake Forest, NC 27597
Walter Cole; S &ME; 3201 Spring Forest Road; Raleigh, NC 27616

Water Quality Certification No. 3884
Water Quality Certification Number 3884 is issued in conformity with the requirements of Section
401, Public Laws 92 -500 and 95 -217 of the United States and subject to the North Carolina
Division of Water Quality (DWQ) Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B.0200
for the discharge of fill material to waters and wetland areas as described in 33 CFR 330
Appendix A (B) (12 and 47) of the Corps of Engineers regulations including any fill activity for
utility line backfill and bedding, and for the Riparian Area Protection Rules (Buffer Rules) in 15A
NCAC 02B.0200.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92 -500 and 95 -217
if conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality (the
"Division' ):
a) Permanent impacts to any wetlands and /or waters, including streams; or
b) Any stream relocation; or
c) Impacts to any wetlands and /or waters if the maintenance corridor in a wetland or at a
stream crossing is greater than 15 feet wide (except activities located in areas with
Riparian Area Protection Rules when the maintenance corridor at stream crossing must
be 10 feet wide or less). Gas pipelines may have a maintenance corridor wider than
fifteen feet if mitigation is provided for these additional wetland fills.
d) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of DWQ Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H
.1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC
02B .0200); or
e) Any impacts to streams and /or buffers in the Neuse, Tar - Pamlico, or Catawba River
Basins or in the Randleman, Jordan or Goose Creek Watersheds (or any other basin or
watershed with Riparian Area Protection Rules (Buffer Rules] in effect at the time of
application) unless the activities are listed as "EXEMPT' from these rules or a Buffer
Authorization Certificate is issued through N.C. Division of Coastal Management (DCM)
delegation for "ALLOWABLE" activities.
In accordance with North Carolina General Statute 143- 215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. If a project also requires a
CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the
two fees.
Activities included in this General Certification that do not meet one of the thresholds
listed above do not require written approval from the Division as long as they comply with
the Conditions of Certification listed below. If any of these Conditions cannot be met, then
written approval from the Division is required.
Water Quality Certification No. 3884

Water Quality Certification No. 8884
Conditions of Certification:
1. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use
of this Certification
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, as
authorized in the written approval from the Division or beyond the thresholds established for
use of this Certification without written authorization, including incidental impacts. 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. Approved plans and
specifications for this project are incorporated by reference and are enforceable parts of this
permit.
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site:
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal or exceed the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d. Sufficient materials required for stabilization and /or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs),
SA, WS -I, WS-11, High Quality (HQW), or Outstanding Resource (ORW) waters, then the
sedimentation and erosion control designs must comply with the requirements set forth
in 15A NCAC 04B.0124, Design Standards in Sensitive Watersheds.
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Division. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, then design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis- equilibrium of wetlands, stream beds, or banks,
adjacent to or upstream and downstream of the above structures. All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources (DLR) or locally delegated program has released
the specific area within the project.
Water Quality Certification No. 3884 2

Water Quality Certification No. 3884
4, Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as Stipulated in the conditions of the permit. If your project
is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, inspections and maintenance, self- monitoring, record keeping
and reporting requirements is required. A copy of the general permit (NCG010000),
inspection log sheets, and other information may be found at
htW./ /portal ncdenr.org/web/wqiws/su/nodessw#tab-w.
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit.
5. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e sea turtle nesting, fish
spawning, or bird nesting). then biological monitoring may be required at the request of other
state or federal agencies and coordinated with these activities.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marne Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval /post- larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. Exceptions to this condition require written approval by the resource agency
responsible for the given moratorium.
Work within the twenty -five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and /or DMF personnel.
6 Work in the Dry
All work in or adjacent to stream waters shall be conducted so that the flowing stream does
not come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application submittal to and written approval by the
Division
7 Riparian Area Protection (Buffer) Rule
Activities located in the protected riparian areas (whether jurisdictional wetlands or not),
within the Neuse, Tar - Pamlico, or Catawba River Basins or in the Randleman, Jordan, or
Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited
to 'uses" identified within and constructed in accordance with 15A NCAC 026 .0233, .0259,
0243, 0250, .0267 and .0605, and shall be located, designed, constructed, and maintained
to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. All buffer rule requirements, including diffuse
flow requirements must be met.
Water Quality Certification No. 3884

Water Quality Certification No. 3884
8. Compensatory Mitigation
In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required for
losses of equal to or greater than 150 linear feet of streams (intermittent and perennial)
and /or equal to or greater than one (1) acre of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for activities classified as "Allowable with Mitigation" or "Prohibited" within the
Table of Uses.
A determination of buffer, wetland, and stream mitigation requirements shall be made for any
General Water Quality Certification for this Nationwide and /or Regional General Permit.
Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington
District Stream Mitigation Guidelines (April 2003) or its subsequent updates. Compensatory
mitigation plans shall be submitted to the Division for written approval as required in those
protocols. The mitigation plan must be implemented andlor constructed before any impacts
occur on site. Alternatively, the Division will accept payment into an in -lieu fee program or a
mitigation bank. In these cases, proof of payment shall be provided to the Division before
any impacts occur on site.
Relocated stream designs should include the same dimensions, patterns, and profiles as the
existing channel (or a stable reference reach if the existing channel is unstable), to the
maximum extent practical. The new channel should be constructed in the dry and water shall
not be turned into the new channel until the banks are stabilized. Vegetation used for bank
stabilization shall be limited to native woody species, and should include establishment of a
30 -foot wide wooded and an adjacent 20 -foot wide vegetated buffer on both sides of the
relocated channel to the maximum extent practical. A transitional phase incorporating
appropriate erosion control matting materials and seedling establishment is allowable,
however matting that incorporates plastic mesh and /or plastic twine shall not be used in
wetlands, riparian buffers or floodplains as recommended by the North Carolina Sediment
and Erosion Control Manual. Rip -rap, A- Jacks, concrete, gabions or other hard structures
may be allowed if it is necessary to maintain the physical integrity of the stream; however, the
applicant must provide written justification and any calculations used to determine the extent
of rip -rap coverage. Please note that if the stream relocation is conducted as a stream
restoration as defined in the US Army Corps of Engineers Wilmington District, April 2003
Stream Mitigation Guidelines (or its subsequent updates), the restored length may be used
as compensatory mitigation for the impacts resulting from the relocation.
10. For sewer lines, when the construction corridor is parallel to a stream, then the edge of the
construction corridor shall not be closer than 10 feet from top of bank. For streams classified
as WS (except WS -IV or WS -V), B, SA, ORW, HQW, or SB from normal high water (or tide
elevation) and wetlands, the edge of the construction corridor shall not be closer than 50 feet
to a stream; or 100 feet to private or public water supply sources or waters classified as WS -1
waters or Class I or Class II impounded reservoirs used as a source of drinking water in
accordance with 15A NCAC 02T .0305(f).
Utility lines within the Riparian Buffers shall be installed in accordance with the Table of uses
in the most recent verision of the appropriate buffer rules.
Utility lines shall not cross a stream channel at other than a near- perpendicular direction (i.e.,
stream channel crossings shall not be at an angle of less than 75 degrees or more than 105
degrees to the stream bank).
11. Any wastewater line that crosses any stream shall be installed in accordance with the most
recent version of the Gravity Sewer minimum Design Criteria or the most recent version of
Water Quality Certification No. 3884 4

Water Quality Certification No. 3884
the Minimum Design Criteria for the Fast - Track Permitting of Pump Stations and Force Main
published on the Division of Water Quality's website. Exceptions to this condition require
application submittal to, and written approval by, the Division.
12. If concrete is used during the construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state
due to the potential for elevated pH and possible aquatic life/ fish kills.
13. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the the area directly impacted by approved
construction activity. All rip -rap shall be buried and /or "keyed in" such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip -rap or
other approved materials shall not result in de- stabilization of the stream bed or banks
upstream or downstream of the area
14. Annual native species suitable for wet locations shall be planted and established within
jurisdictional wetlands for soil and erosion control. Non - native perennials such as fescue are
prohibited.
15. A one -time application of fertilizer to re- establish vegetation is allowed in disturbed areas
including riparian buffers, but is restricted to no closer than 10 feet from top of bank of
streams. Any fertilizer application must comply with all other Federal, State and Local
regulations.
16. The construction corridor (including access roads, sediment and erosion control measures
and stockpiling of materials) is limited to 40 feet (12.2 meters) in width in wetlands and across
stream channels and must be minimized to the maximum extent practicable.
17. Permanent, maintained access corridors shall be restricted to the minimum width practicable
and shall not exceed 15 feet in width except at manhole locations. A 15 -foot by 15 -foot
perpendicular vehicle turnaround must be spaced at least 500 feet (152.4 meters) apart.
18. An anti -seep collar shall be placed at the downstream (utility line gradient) wetland boundary
and every 150 feet (45.7 meters) up the gradient until the utility exits the wetland for buried
utility lines. Anti -seep collars may be constructed with class B concrete, compacted clay,
PVC pipe, or metal collars. Wetland crossings that are directionally drilled, and perpendicular
wetland crossings that are open cut and less than 150 feet (45.7 meters) long do not require
anti -seep collars. The compacted clay shall have a specific infiltration of 1 X 10- 5 cm /sec or
less. A section and plan view diagram is attached for the anti -seep collars.
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c) Maximum water- cement ratio gallons per sack 6.8
d) Slump range 2" to 4"
e) Minimum strength - 28 day psi 2,500
19. The applicant shall have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical. During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will be
Water Quality Certification No. 3884 5

Water Quality Certification No. 3884
piled separately from subsoils and will be backfilled into the trench only after the subsoils
have been placed and compacted.
Along utility corridors within wetlands, grub stumps only as needed to install the utility and cut
remaining stumps off at grade level. The general stripping of topsoil within wetlands along
the utility corridor is not permitted.
20. If an environmental document is required under the National or State Environmental Policy
Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse.
21. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted
to determine if Coastal Stormwater Regulations will be required.
22. This General Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals.
23. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
24. When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699 -1650.
25. Additional site- specific conditions, including monitoring and /or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards.
26. This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours.
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide and /or Regional General Permit. The conditions in effect on the date
of issuance of Certification for a specific project shall remain in effect for the life of the project,
regardless of the expiration date of this Certification.
Non - compliance with or violation of the conditions herein set forth by a specific project may result
in revocation of this General Certification for the project and may also result in criminal and /or civil
penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity if it is determined
that the project is likely to have a significant adverse effect upon water quality, including state or
federally listed endangered or threatened aquatic species, or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Water Quality Certification No. 3884 6

Water Quality Certification No. 3884
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality
Effective date: March 19, 2012
DIVISION OF WATER QUALITY
By
7,!' , -;7� ,e" /
Charles Wakild, P.E.
Director
History Note. Water Quality Certification (WQC) Number 3884 issued March 19, 2012 replaces
WQC Number 3819 issued March 19, 2010; WQC Number 3699 issued November 1, 2007 WQC
Number 3625 issued March 19, 2007; WQC Number 3374 issued March 18, 2002; WQC Number
3288 issued June 1, 2000; WQC Number 3101 issued February 11, 1997, WQC Number 3022
issued September 6, 1995, WQC Number 2664 issued January 21, 1992 This General
Certification is rescinded when the Corps of Engineers reauthorizes any of the corresponding
Nationwide and /or Regional General Permits or when deemed appropriate by the Director of the
Division of Water Quality.
Water Quality Certification No. 3864

Water Quality Certification No. 3884
ANTI -SEEP COLLAR
- - --
I 18 I
I Inches I Utility Line
I I (Diameter Varies)
I
1 foot I_ Class B Concrete
L —I or Compacted Clay
I
t
6 inches M=ChWidth 6 Inches
Not to exceed 40 feet
SECTION
Class B Concrete
or Compacted Clay
6 inches .,u..- ��I �6 inches
PLAN
Water Quality Certification No. 3884
12
inches

EMAIL CORRESPONDENCE

Crystal Fox
From: Homewood, Sue <sue.homewood @ncdenr.gov>
Sent: Wednesday, July 30, 2014 4:15 PM
To: Crystal Fox
Subject: RE: Revisions to Line T021B Impact Maps and Buffer Impact Table
By the way, in researching what we may have permitted for PSNC in the past, I came across the project called "PSNC
Duke Energy in Chapel /Durham Counties, S &ME project 1356 -13 -004 where PSNC committed to the permanent ROW of
10' at stream crossings, through buffers and for 15' for wetlands. I will be referring to this project when I send my letter
asking for justification for 50'.
Sue Homewood
NC DENR Winston -Salem Regional Office
Division of Water Resources —Water Quality Programs
585 Waughtown Street
Winston - Salem, NC 27107
Voice: (336) 771 -4964
FAX: [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Crystal Fox [mailto:CFox @smeinc.com]
Sent: Friday, July 25, 2014 5:40 PM
To: Homewood, Sue
Cc: Brown, Craig 3 SAW
Subject: Revisions to Line T021B Impact Maps and Buffer Impact Table
Sue,
I hope this email finds you doing well. Attached are the impact maps we discussed and a couple more where I found
typos or mistakes. Thank you for going through them with me.
I went through diligently and looked for mistakes where we were indicating a permanent stream impact. I updated the
maps (in the attached, to reflect this). There will be no placement of fill or changes to pattern, profile, or dimension on
any of the streams. All streams have temporary impacts attributable to pipe placement.
Specifically for S1 —they are now showing the Cardinal Easement — so impacts have been adjusted for the change in use
and the clearing.
Specifically for 533. We have discussed this internally. The current plan is to place bridging with geo textile fabric and
sideboards over the parallel portion. Additionally, it will be pumped around during activities in the area to prevent any
inadvertent discharge attributable to bank slumping or roll off from the bridging. Our El will monitor this crossing and it
will be specifically evaluated prior to install.
I adjusted the riparian impacts to include the changes on the maps and to deduct the Forested wetland areas, as
appropriate. I further notated the table to include a superscript describing where existing maintained easement impacts
are shown for informational purposes only — and are exempt from JLBR it is additionally included in the crossing

justification note where applicable. I understand that your buffer impacts depicted in the permit will match the
Adjusted Impacts in the attached table - 22,798 sf (combined).
I have additionally requested from the client the justification /clarification you requested for the 50 -foot maintained
ROW. They stated that Cardinal installed a line in 2000 with a 50 -foot easement. I anticipate you will now issue a Hold
letter — requesting the additional justification /clarification re:50 -foot ROW.
I think that is it. Please replace your respective tables and impact maps with those attached. Sorry for any
inconvenience and I truly appreciate your time and consideration. Craig — it doesn't really change anything for your end
—just Sue's stuff— but thought you might want the most current.
Thanks—
Crystal
Crystal Fox, CE
Staff Scientist II
"WE
ENGINEERING INTEGRITY.
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte NC 28273
Ph: 704-523-4726
Fax: 704 - 525 -3953
Mobile: [phone]
cfox(cDsmeinc.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.

Brent Schaufert
From: Crystal Fox
Sent: Monday, July 28, 2014 2:57 PM
To: 'Homewood, Sue'
Subject: RE: Revisions to Line T021B Impact Maps and Buffer Impact Table
Attachments: 301.pdf; 305.pdf; 306.pdf; 307.pdf, 317.pdf, 322.pdf; 337.pdf; 339.pdf, 345.pdf; 350.pdf;
20140725 Revised BufferIm pactTables.pdf
https: / /sme. sharefile .com /d/s4fda5043b944320a
This should work — if you need to get in there again — see attached individual maps.
Thanks!
Crystal
From: Homewood, Sue [mailto:sue.homewood @ncdenr.gov]
Sent: Monday, July 28, 2014 2:53 PM
To: Crystal Fox
Subject: RE: Revisions to Line T021B Impact Maps and Buffer Impact Table
This doesn't work, it's after the .zip that is the problem. The name needs to end as xxxx.zip
I can't download them from the sharefile because it's asking me to login.
Sue Homewood
NC DENR Winston -Salem Regional Office
Division of Water Resources — Water Quality Programs
585 Waughtown Street
Winston - Salem, NC 27107
Voice: (336) 771 -4964
FAX: [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Crystal Fox [mailto:[e-mail]]
Sent: Monday, July 28, 2014 1:30 PM
To: Homewood, Sue
Subject: RE: Revisions to Line T021B Impact Maps and Buffer Impact Table
I shortened the name — sometimes antivirus doesn't like zips — I also unzipped and put up on our sharefile. Let me know
if you can't get them. Gotta love modern communications O
Thanks!
Crystal
From: Homewood, Sue [ mailto:sue.homewood @ncdenr.gov]
Sent: Monday, July 28, 2014 1:23 PM
To: Crystal Fox
Subject: RE: Revisions to Line T021B Impact Maps and Buffer Impact Table

Hey Crystal,
The zip files didn't come through. I think it's because the name is zip_renamed. Versus just zip. Can you try again
please.
Sue Homewood
NC DENR Winston -Salem Regional Office
Division of Water Resources —Water Quality Programs
585 Waughtown Street
Winston - Salem, NC 27107
Voice: (336) 771 -4964
FAX: [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Crystal Fox [mailto:CFox @smeinc.com]
Sent: Friday, July 25, 2014 5:40 PM
To: Homewood, Sue
Cc: Brown, Craig J SAW
Subject: Revisions to Line T021B Impact Maps and Buffer Impact Table
Sue,
I hope this email finds you doing well. Attached are the impact maps we discussed and a couple more where I found
typos or mistakes. Thank you for going through them with me.
I went through diligently and looked for mistakes where we were indicating a permanent stream impact. I updated the
maps (in the attached, to reflect this). There will be no placement of fill or changes to pattern, profile, or dimension on
any of the streams. All streams have temporary impacts attributable to pipe placement.
Specifically for S1— they are now showing the Cardinal Easement — so impacts have been adjusted for the change in use
and the clearing.
Specifically for 533. We have discussed this internally. The current plan is to place bridging with geo textile fabric and
sideboards over the parallel portion. Additionally, it will be pumped around during activities in the area to prevent any
inadvertent discharge attributable to bank slumping or roll off from the bridging. Our El will monitor this crossing and it
will be specifically evaluated prior to install.
I adjusted the riparian impacts to include the changes on the maps and to deduct the Forested wetland areas, as
appropriate. I further notated the table to include a superscript describing where existing maintained easement impacts
are shown for informational purposes only — and are exempt from JLBR it is additionally included in the crossing
justification note where applicable. I understand that your buffer impacts depicted in the permit will match the
Adjusted Impacts in the attached table - 22,798 sf (combined).
I have additionally requested from the client the justification /clarification you requested for the 50 -foot maintained
ROW. They stated that Cardinal installed a line in 2000 with a 50 -foot easement. I anticipate you will now issue a Hold
letter — requesting the additional justification /clarification re:50 -foot ROW.
I think that is it. Please replace your respective tables and impact maps with those attached. Sorry for any
inconvenience and I truly appreciate your time and consideration. Craig — it doesn't really change anything for your end
—just Sue's stuff— but thought you might want the most current.
2

Thanks—
Crystal
Crystal Fox, CE
Staff Scientist II
*UWE
ENGINEERING INTEGRITY
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte NC 28273
Ph: 704-523-4726
Fax: [phone]
Mobile: [phone]
cfox(cilsmeinc.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.

ACP
EXISTING MAINTENANCE EASEMENT—
—cEXISTING G1 PSNCG T PIPELINE G�G�
N
N
I
EXISTING CARDINAL EASEMENT—
c c EXISTING 24" CARDINAL PIPELINE
o -
EXISTING CARDINAL EASEMENT
NEW 50' ROW
LEGEND:
EXISTING TREE LINE
Fn X
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY HDD METHOD
� � 2
STREAM S1 EXISTING (MAINTAINED) '�A
62 L.F. 50' ROW
Z'
— — — Z2 �2
G
G cn
C' ` O 9
N— — — — — — — — — — — — — —
G—G G
—GAG G G—
�
STREAM S1 TOTAL JORDAN LAKE BUFFER IMPACTS
PERM. IMPACT
ZONE 1
ZONE 2
PERM. IMPACT
3,133 SQ. FT.
1.763 SQ. FT.
TEMP. IMPACT
2,260 SQ. FT.
2,763 SQ. FT.
NEW PERMANENT EASEMENT
PROPOSED 16" T -021 B PIPELINE
NEW PERMANENT EASEMENT
STREAM S1 TOTAL IMPACTS
PERM. IMPACT
0 SQ. FT.
0.000 AC.
TEMP. IMPACT
4,231 SQ. FT.
0.976 AC.
50 25 0 50
SCALE IN FEET
X13 PS N C ENERGY DRAWN BY: CAC 06/02/14
ENERGY DRAFTING CK: SFS 06/03/14
& SERVICES CO.
CORPORATE OFFICE: APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIINONMENTACLKCK:
109 FIELDVIEW DRIVE
P.O. BOX 1007 STREAM CROSSING S1 ALIGNMENT SHT: 58701101
VERSAILLES, KY 40383
TEL:[phone] FAX:[phone] DRAWING NO.:
BRANCH OFFICES: @ STATION 9 +37, M.P 0.18 58703301
HOUSTON, TX DETROIT, MI
CHARLESTON, WV • TULSA, OK ALAMANCE COUNTY, NORTH CAROLINA SCALE: 1" = 50' REV. A
BAY CITY, MI
www.emseng.com SHEET 1 OF 1 DATE OF PLOT: 06/20/2014

WETLAND W4 TOTAL IMPACTS
PERM. IMPACT
2,161 SQ. FT.
0.050 AC.
TEMP. IMPACT
0 SQ. FT.
0.000 AC.
TEMP. IMPACT
0 SQ. FT.
0 SQ. FT.
STREAM S6 TOTAL IMPACTS
PERM. IMPACT
0 SQ. FT.
0.000 AC.
TEMP. IMPACT
554 SQ. FT.
0.013 AC.
G
— G�c
G GAG
LEGEND:
� Ot
"�p
--�G
EXISTING TREE LINE
1
1
STREAM S7
\\ / 1-77REAM S6 /Z /21 Z ND W4 NEW 50' ROW
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
�lz
NEW PERMANENT EASEMENT
PROPOSED 16" T -021 B PIPELINE
i FORESTED WETLAND WITHIN
ZONE 1 — 1,014 SQ. FT.
FORESTED WETLAND WITHIN
ZONE 2 — 1,148 SQ. FT.
\ NEW PERMANENT EASEMENT
'G,
G �c G� G \ \
G----c \ \\
c \
STREAM S6 TOTAL JORDAN LAKE BUFFER IMPACTS
ZONE 1
ZONE 2
PERM. IMPACT
4,107 SQ. FT.
2,387 SQ. FT.
TEMP. IMPACT
0 SQ. FT.
0 SQ. FT.
t,
EXISTING (MAINTAINED) 50' ROW
G EXISTING 0" PSNC T -021 PIPELINE
t
z
0
co
A
TA
m
'z
0
Z
F
TING 24" CARDINAL PIPELINE
�G�G —G —c
50 25 0 50
SCALE IN FEET
4E& PS N C ENERGY DRAWN BY: CAC 06/02/14
ENERGY MANAGEMENT DRAFTING CK: SFS 06/03/14
& SERVICES CO.
CORPORATE OFFICE: APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIINONMENTACLKCK:
109 FIELDVIEN DRIVE
P.O. BOX 1007
4 0383 WETLAND CROSSING W4, STREAM CROSSING S6 ALIGNMENT sHT: 5801103
VERSAILLES, KY 4
TEL[phone] FAX:[phone] DRAWING NO.:
BRANCH OFFICES: @ STATION 70 +14, M.P 1.33 58703305
HOUSTON, TX DETROIT, MI
CHARLESTON, wv • TULSA, DI( ALAMANCE COUNTY NORTH CAROLINA SCALE: 1" = 50' REV. A
BAY CITY, MI
www.emseng.com ' SHEET 1 OF 1 IDATE OF PLOT: 06/20/2014

WETLAND W7 TOTAL IMPACTS
PERM. IMPACT
9 S0. FT.
0.0002 AC.
TEMP. IMPACT
0 SQ. FT.
0.000 AC.
N
\
i
STREAM S8
ti^
N
ti
O �Z
NEW 50' ROW
LEGEND:
EXISTING TREE LINE
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
STREAM S7
eti
N/
WETLAND W7
NEW PERMANENT EASEMENT
PROPOSED 16" T -021 B PIPELINE
NEW PERMANENT EASEMENT
STREAM S8 TOTAL JORDAN LAKE BUFFER IMPACTS
�P
ZONE 1
ZONE 2
PERM, IMPACT
�o
613 SQ. FT.
GP
0 SQ. FT.
0 SQ. FT.
Qs
�P
41,
P�
STREAM S8 TOTAL JORDAN LAKE BUFFER IMPACTS
ZONE 1
ZONE 2
PERM, IMPACT
0 SQ. FT.
613 SQ. FT.
TEMP. IMPACT
0 SQ. FT.
0 SQ. FT.
50 25 0 50
SCALE IN FEET
is P S N C ENERGY DRAWN BY: CAC 06/02/14
ENERGY DRAFTING CK: SFS 06/03/14
& SERVICES CO.
CORPORATE OFFICE: APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIINONMING ENTAL CK:
109 FIELDVIEW DRIVE
P.O. Box 1007 ALIGNMENT SHT: 58701103
4
VERSAILLES, KY 40383
TEL[phone] FAX:[phone] DRAWING NO.:
BRANCH OFFICES: @ STATION 80 +53, M. P 1.53 58703306
HOUSTON, TX DETROIT, MI
CHARLESTON, WV • TULSA, OK ALAMANCE COUNTY, NORTH CAROLINA SCALE: 1" = 50' REV. A
BAY CITY, MI
www.emseng.com SHEET 1 OF 1 DATE OF PLOT: 06/20/2014

p, -
N
Z1 N
O
Z p
� I
Z2�22
/STREAM S9
Z1 STREAM S7
°
_ J /
WETLAND W8—
71
ti /
N
STREAM S7 TOTAL JORDAN LAKE BUFFER IMPACTS
PERM. IMPACT
ZONE 1
ZONE 2
PERM. IMPACT
1,533 SQ. FT.
2,632 SQ. FT.
TEMP. IMPACT
0 SQ. FT.
0 SQ. FT.
\ l2 WETLAND 9
iZ-
STREAM S7
c
0
U
Li
zZ � ag
Ld
z WETLAND Wl 0
co
co
a
� z
21 � \�
WETLAND W8
Z
22 \21 - -z1 —z1
NEW 50' ROW
2j v f
-02 �
ti
72 2 �- 2
j
�\22 NEW PERMANENT EASEMENT N
O
/ PARALLEL ZONE 2
IMPACTS 429 SQ. FT.
NO MITIGATION REQUIRED.
LEGEND: /
EXISTING TREE LINE
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
ENERGY MANAGEMENT
& SERVICES CO.
CORPORATE OFFICE:
109 FIELDVIEW DRIVE
P.O. BOX 1007
VERSAILLES, KY 40383
TEL[phone] FAX:[phone]
BRANCH OFFICES:
HOUSTON, TX DETROIT, MI
CHARLESTON, WV TULSA, OK
BAY CITY, MI
www.emseng.com
PROPOSED 16" T -021 B PIPELINE
NEW PERMANENT EASEMENT
WETLAND W10 TOTAL IMPACTS
PERM. IMPACT
77 SQ. FT.
0.002 AC.
TEMP. IMPACT
0 SQ. FT.
0.000 AC.
�-- FORESTED WETLAND
WITHIN ZONE 1
7711 SQ. FT.
50 25 0 50
SCALE IN FEET
DRAWN BY: CAC 06/02/14
P S N C ENERGY
DRAFTING CK: SFS 06/03/14
APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIRONMENTAL CK:
ENGINEERING CK:
WETLAND CROSSING W8, W10 & STREAM S7 ALIGNMENT SHT: 58701104
DRAWING NO.:
@ STATION 87 +17, M.P 1.65 58703307
ALAMANCE COUNTY, NORTH CAROLINA SCALE: 1" = 50' 1 REV. A
SHEET 1 OF 1 IDATE OF PLOT: 06/20/2014

LE
WETLAND W20 TOTAL IMPACTS
PERM. IMPACT
47 SQ. FT.
0.001 AC.
TEMP. IMPACT
2,870 SQ. FT.
0.065 AC.
STREAM S21 TOTAL IMPACTS
PERM. IMPACT
0 SQ. FT.
0.000 AC.
TEMP. IMPACT
205 SQ. FT.
0.004 AC.
FORESTED WETLAND WITHIN
ZONE 1 - 47 SQ. FT.
EXISTING MAINTENANCE EASEMENT
EXISTING 10" PSNC T -021 PIPELINE
G G G G G G G G G G G G—
PROPOSED 16" T -021 B PIPELINE
o
EXISTING 24" CARDINAL PIPELINE U-)
G G G G G G G G G G G-
EXISTING MAINTENANCE EASEMENT
/— -- 7 — — -
tiry
WETLAND W20 /1
EMPORARY WORKSPACE
'END:
1 EXISTING CULVERT
N
STREAM S21
57 L.F.'
;ti ti^ a
NN
ti
EXISTING TREE LINE
F7TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO HE INSTALLED
BY OPEN CUT METHOD
ENERGY
& SERVICES CO.
CORPORATE OFFICE:
109 FIELDVIEW DRIVE
P.O. BOX 1007
VERSAILLES, KY 40383
TEL:[phone] FAX:[phone]
BRANCH OFFICES:
HOUSTON, TX DETROIT, MI
CHARLESTON, WV TULSA, OK
BAY CITY, MI
www.emseng.com
6
ti^ �FFF�
�Oti O
/ F_
WETLAND W20
I-
7
0
T,
s�
.Z
)3
O
2
v
EXISTING (MAINTAINED)
50' ROW
GIG -cn�G G G
G G G G
TEMPORARY WORKSPACE
STREAM S21 TOTAL JORDAN LAKE BUFFER IMPACTS
ZONE 1
ZONE 2
PERM. IMPACT
81 SQ. FT.
59 SQ. FT.
TEMP. IMPACT
3,353 SQ. FT.
2,222 SO. FT.
50 25 0 50
2
SCALE IN FEET
PSNC ENERGY DRAWN BY: CAC 06/02/14
DRAFTING CK: SFS 06/03/14
APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIRONMENTAL CK:
ENGINEERING CK:
WETLAND CROSSING W20 & STREAM CROSSING S21 ALIGNMENT SHT: 58701111
DRAWING NO.:
@ STATION 278 +23, M.P 5.27 58703317
ALAMANCE COUNTY, NORTH CAROLINA SCALE: 1" = 50' 1 REV. A
SHEET 1 OF 1 DATE OF PLOT: 06/20/2014

STREAM S23 TOTAL IMPACTS
PERM. IMPACT
0 SQ. FT.
0 AC.
TEMP. IMPACT
1,751 SQ. FT.
0.040 AC.
TEMPORARY WORKSPACE \ \
\\
/N G G G \
—G— G
Lc) AG
GAG \
LEGEND:
NEW 20' ROW
EXISTING TREE LINE
_ TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
ENERGY
& SERVICES CO.
CORPORATE OFFICE:
109 FIELDVIEN DRIVE
P.O. BOX 1007
VERSAILLES, KY 40383
TEL:[phone] FAX:[phone]
BRANCH OFFICES:
HOUSTON, TX DETROIT, MI
CHARLESTON, WV TULSA, OK
BAY CITY, MI
www.emseng.com
STREAM S23 TOTAL JORDAN LAKE BUFFER IMPACTS
WETLAND W26
ZONE 1
ZONE 2
PERM. IMPACT
1,108 SO. FT.
705 SO. FT.
TEMP. IMPACT
4,017 SQ. FT.
2,439 SQ. FT.
STREAM S23
92 L.F.
a
�o
`gym
_Z
ti
EXISTING (MAINTAINED)
30' ROW
\ TEMPORARY WORKSPACE
EXISTING 24" CARDINAL PIPELINE — G u-u
Z2 EXISTING MAINTENANCE EASEMENT/
Z EXISTING 10" PSNC T -021 PIPELINE
c \ c c c c c c NE
PROPOSED 16" T-0218 PIPELINE
�2 �T
\Z2
20'
ZONE 2
EXISTING MAINTENANCE EASEMENT �
NEW PERMANENT EASEMENT
FORESTED WETLAND WITHIN
ZONE 1 — 465 SQ. FT.
WETLAND W26
50 25 0 50
SCALE IN FEET
PS N C ENERGY DRAWN BY: CAC 06/02/14
DRAFTING CK: SFS 06/03/14
APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIRONMENTAL CK:
ENGINEERING CK:
WETLAND CROSSING W26 & STREAM CROSSING S23 ALIGNMENT SHT: 58701115
DRAWING NO.:
@ STATION 375 +69, M.P 7.12 58703322
ORANGE COUNTY, NORTH CAROLINA SCALE: 1" = 50' REV. A
SHEET 1 OF 1 DATE OF PLOT: 06/20/2014
WETLAND W26
TOTAL IMPACTS
PERM.
IMPACT
465
SQ.
FT.
0.011
AC.
TEMP.
IMPACT
537
` >Q.
FT.
0.012
AC.
EXISTING MAINTENANCE EASEMENT �
NEW PERMANENT EASEMENT
FORESTED WETLAND WITHIN
ZONE 1 — 465 SQ. FT.
WETLAND W26
50 25 0 50
SCALE IN FEET
PS N C ENERGY DRAWN BY: CAC 06/02/14
DRAFTING CK: SFS 06/03/14
APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIRONMENTAL CK:
ENGINEERING CK:
WETLAND CROSSING W26 & STREAM CROSSING S23 ALIGNMENT SHT: 58701115
DRAWING NO.:
@ STATION 375 +69, M.P 7.12 58703322
ORANGE COUNTY, NORTH CAROLINA SCALE: 1" = 50' REV. A
SHEET 1 OF 1 DATE OF PLOT: 06/20/2014

WETLAND W42 TOTAL IMPACTS
WETLAND W41
TOTAL IMPACTS
0.0003 AC.
PERM.
IMPACT
14
SQ. FT.
0.0003
AC.
TEMP.
IMPACT
443
SO. FT.
0.010
AC.
0.009 AC.
\N
WETLAND
W45�
WETLAND W45
TOTAL IMPACTS
PERM.
IMPACT
18
SQ. FT.
0.0004
AC.
TEMP.
IMPACT
0
SQ. FT.
0.000
AC.
WETLAND W42 TOTAL IMPACTS
PERM. IMPACT
12 SQ. FT.
0.0003 AC.
TEMP. IMPACT
0 SQ. FT.
0.000 AC.
h
STREAM S32 TOTAL IMPACTS
PERM. IMPACT
0 S0. FT.
0 AC.
TEMP. IMPACT
435 SQ. FT.
0.009 AC.
EXISTING MAINTENANCE EASEMENT
EXISTING PSNC 10" T -021 PIPELINE
G G G G G G G
PROPOSED 16" T -021 B PIPELINE
EXISTING MAINTENANCE EASEMENT_ _ _ _ _ _ —
WETLAND W43---N
LEGEND: WETLAND W43-
EXISTING TREE LINE
WETLAND W42-
TEMPORARY
IMPACT AREA STREAM S31—
PERMANENT 0 L.F.
IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
ENERGY MANAGEMENT
& SERVICES CO.
CORPORATE OFFICE:
109 FIELDVIEW DRIVE
P.O. BOX 1007
VERSAILLES, KY 40383
TEL:[phone] FAX:[phone]
BRANCH OFFICES:
HOUSTON, TX DETROIT, MI
CHARLESTON, WV TULSA, OK
BAY CITY, MI
www.emseng.com
WETLAND W44
WETLAND W41 --:,
G
WETLAND W44 TOTAL IMPACTS
PERM, IMPACT
0 SQ. FT.
0.000 AC.
TEMP. IMPACT
643 SQ. FT.
0.015 AC.
30' 20'
NE 1 ZONE NE E 2
N
N
I I
I �
G" G c-
70
01
s�
7A
q
7)3
7
EXISTING (MAINTAINED)
I
50' ROW
G G
Z'7
h
O
N
\N
WETLAND
W45�
STREAM
S31 TOTAL JORDAN LAKE
BUFFER IMPACTS
/
ZONE 1
ZONE 2
N
PERM.
IMPACT 924 SQ. FT.
1,155 SQ. FT.
/
TEMP.
IMPACT 743 SQ. FT.
1,962 SQ. FT.
STREAM
S32 TOTAL JORDAN LAKE
BUFFER IMPACTS
/
tiN
ZONE 1
ZONE 2
PERM.
IMPACT 891 SQ. FT.
636 SQ. FT.
TEMP.
IMPACT 2,147 SQ. FT:
1,387 SQ. FT.
�-- STREAM S32 50 25 0 50
51 L. F.
SCALE IN FEET
DRAWN BY: CAC 06/02/14
PS N C ENERGY
DRAFTING CK: SFS 06/03/14
APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIRONMENTAL CK:
ENGINEERING CK:
WETLAND CROSSING W47, W50, W51 & W52 & STREAM CROSSINGS S31 & S32 ALIGNMENT SHT: 58701124
DRAWING NO.:
@ STATION 636 +74, M.P 12.06 58703337
ORANGE COUNTY, NORTH CAROLINA SCALE: 1" = 50' 1 REV. A
SHEET 1 OF 1 DATE OF PLOT: 06/17/2014

STREAM S34 TOTAL IMPACTS
PERM. IMPACT
0 SQ. FT.
0.000 AC.
TEMP. IMPACT
292 SQ. FT.
0.007 AC.
STREAM S34 TOTAL JORDAN LAKE BUFFER IMPACTS
STREAM
ZONE 1
ZONE 2
PERM. IMPACT
652 SQ. FT.
377 SQ. FT.
TEMP. IMPACT
2,044 SQ. FT.
1,145 SQ. FT.
EXISTING MAINTENANCE EASEMENT
EXISTING 10" PSNC T -021 PIPELINE
G G G G G
PROPOSED 16" T -021 B PIPELINE
EXISTING MAINTENANCE EASEMENT
FORESTED WETLAND WITHIN
ZONE 2 — 377 SQ. FT.
FORESTED WETLAND WITHIN %
ZONE 1 — 539 SQ. FT. <
LEGEND: WETLAND W46 —
EXISTING TREE LINE
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
G G
STREAM S34
58 L.F.
N
N
G G
SO• „�
�a
cp
'�A
A
2
0
v
EXISTING (MAINTAINED)
50' ROW
G G G G G G
0
/ `n
STREAM S35
50 L.F.
WETLAND W46
U
NOTE: 50 25 0 50
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD SCALE IN FEET
4E& PS N C ENERGY DRAWN BY: CAC 06/02/14
ENERGY MANAGEMENT DRAFTING CK: SFS 06/03/14
& SERVICES CO.
CORPORATE OFFICE: APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIINONMENTACLKCK:
109 LES, KY DRIVE WETLAND CROSSING W46 & STREAM CROSSINGS S34 & S35 -
P.O. BOX 1007 ALIGNMENT SHT:
VERSAILLES, KY 40383
TEL[phone] FAX:[phone] DRAWING NO.:
BRANCH OFFICES: @ STATION 677 +68, M.P 12.83 58703339
HOUSTON, TX DETROIT, MI
CHARLESTON, wv • TULSA, DI( ORANGE COUNTY NORTH CAROLINA SCALE: 1" = 5G� REV. A
BAY CITY, MI
www.emseng.com ' SHEET 1 OF 1 JDATE OF PLOT: 06/20/2014
STREAM
S35 TOTAL
IMPACTS
PERM.
IMPACT
0 SQ. FT.
0.000
AC.
TEMP.
IMPACT
463 SQ.
FT.
0.011
AC.
WETLAND W46 TOTAL
IMPACTS
PERM,
IMPACT
1,161 SQ.
FT.
0.027
AC.
TEMP.
IMPACT
4,041 SQ.
FT.
0.093
AC.
U
NOTE: 50 25 0 50
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD SCALE IN FEET
4E& PS N C ENERGY DRAWN BY: CAC 06/02/14
ENERGY MANAGEMENT DRAFTING CK: SFS 06/03/14
& SERVICES CO.
CORPORATE OFFICE: APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIINONMENTACLKCK:
109 LES, KY DRIVE WETLAND CROSSING W46 & STREAM CROSSINGS S34 & S35 -
P.O. BOX 1007 ALIGNMENT SHT:
VERSAILLES, KY 40383
TEL[phone] FAX:[phone] DRAWING NO.:
BRANCH OFFICES: @ STATION 677 +68, M.P 12.83 58703339
HOUSTON, TX DETROIT, MI
CHARLESTON, wv • TULSA, DI( ORANGE COUNTY NORTH CAROLINA SCALE: 1" = 5G� REV. A
BAY CITY, MI
www.emseng.com ' SHEET 1 OF 1 JDATE OF PLOT: 06/20/2014

20
30' 50' ZONE 2 ZONE 1 BUFFER
I I
\ N
STREAM S42 N \ \
50 L.F. 1
1 1 N
N N
NG MAINTENANCE EASEMENT„';
F�XISTING 10" PSNC T -021 PIPELINE
rG G G
nononcun 1 a" T -001 R PIPFI INF
EXISTING MAINTENANCE EASEMENT
LEGEND:
G I
PERM. IMPACT
G
0.000 AC.
N
537 SQ. FT.
0.022 AC.
TEMP. IMPACT
N
2,108 SQ. FT.
I
.Z
v
�o
9
EXISTING TREE LINE
TEMPORARY IMPACT AREA
PERMANENT IMPACT AREA
NOTE:
1. PIPELINE TO BE INSTALLED
BY OPEN CUT METHOD
ENERGYY MANAGEMENT
& SERVICES CO.
CORPORATE OFFICE:
109 FIELDVIEW DRIVE
P.O. BOX 1007
VERSAILLES, KY 40383
TEL:[phone] FAX:[phone]
BRANCH OFFICES:
HOUSTON, TX DETROIT, MI
CHARLESTON, WV TULSA, OK
BAY CITY, MI
www.emseng.com
v:
N
�v
STREAM S42 TOTAL IMPACTS
PERM. IMPACT
0 SQ. FT.
0.000 AC.
TEMP. IMPACT
537 SQ. FT.
0.022 AC.
STREAM S43 TOTAL IMPACTS
PERM. IMPACT
0 SQ. FT.
0.000 AC.
TEMP. IMPACT
959 SQ. FT.
0.022 AC.
EXISTING (MAINTAINED)
50' ROW
c c c c c G
STREAM S43
142 L.F.
STREAM S42 TOTAL JORDAN LAKE BUFFER IMPACTS
ZONE 1
ZONE 2
PERM. IMPACT
0 SQ. FT.
0 SQ. FT.
TEMP. IMPACT
3,045 SO. FT.
2,108 SQ. FT.
0
Ln
c Gi
50 25 0 50
SCALE IN FEET
DRAWN BY: CAC 06/02/14
P S N C ENERGY
DRAFTING CK: SFS 06/03/14
APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIRONMENTAL CK:
ENGINEERING CK:
STREAM CROSSINGS S42 & S43 ALIGNMENT SHT: 58701129
DRAWING NO.:
@ STATION 776 +00, M.P 14.70 58703345
ORANGE COUNTY, NORTH CAROLINA SCALE: 1" = 50' REV. A
SHEET 1 OF 1 DATE OF PLOT: 06/20/2014
�o
cl
s�
v�
F
q
.Z
v
�o
9
0
Ln
c Gi
50 25 0 50
SCALE IN FEET
DRAWN BY: CAC 06/02/14
P S N C ENERGY
DRAFTING CK: SFS 06/03/14
APPROXIMATE JURISDICTIONAL BOUNDARIES OF 16" T -021 B PIPELINE ENVIRONMENTAL CK:
ENGINEERING CK:
STREAM CROSSINGS S42 & S43 ALIGNMENT SHT: 58701129
DRAWING NO.:
@ STATION 776 +00, M.P 14.70 58703345
ORANGE COUNTY, NORTH CAROLINA SCALE: 1" = 50' REV. A
SHEET 1 OF 1 DATE OF PLOT: 06/20/2014

REVISED WETLAND, STREAM AND JORDAN
LAKE RIPARIAN BUFFER IMPACT TABLES

Pre - Construction Notification: NWP No. 12 /WCQ No. 3884
Line T -021 B Pipeline Project
WETLAND IMPACT TABLE
SE Project No. 7235 -14 -013, Phase 22
August 11, 2014
Wetland ID
Sheet No.'
Classification
Impacts
Crossing Type*
Vegetative Type
Relation to
Waterbody
Temporary Impacts
Conversion
sf
ac
sf
ac
W1 (WL1)
NA
Shrub-
Scrub/Emergent
Riparian
0
0
0
0.000
Avoided
W2 (WF1)
302
Forested /Emergent
Riparian
1,516
0.035
0
0.000
Open cut
W3 (WF2)
304
Emergent
Riparian
12,565
0.288
0
0.000
Open cut
W4 (WF14)
305
Forested /Emergent
Riparian
780
0.018
0
0.000
Open cut
W5 (WF15)
NA
Forested
Riparian
0
0.000
0
0.000
Avoided
W6 (WF16)
NA
Forested
Riparian
0
0.000
0
0.000
Avoided
W7 (WS1)
306
Forested
Riparian
0
0.000
9
0.000
Conversion
W8 (WS2)
307
Forested
Riparian
0
0.000
0
0.000
Avoided
W9 (WC27)
307
Forested
Riparian
0
0.000
0
0.000
Avoided
W10 (WC28)
307
Forested
Riparian
0
0.000
77
0.002
Conversion
W11 (WC29)
NA
Forested
Riparian
0
0.000
0
0.000
Avoided
W12 (W F3)
308
Forested /Emergent
Riparian
23,006
0.528
166
0.004
Open cut
W13 (W F4)
309
Forested
Riparian
0
0.000
0
0.000
Avoided
W14 (WF5)
310
Forested /Emergent
Non - riparian
3,751
0.086
0
0.000
Open cut
W15 (WC5)
311
Forested /Emergent
Riparian
3,306
0.076
0
0.000
Open cut
W16 (WC4)
311
Forested /Emergent
Riparian
9,806
0.225
0
0.000
Open cut
W17 (WC2)
NA
Forested
Non - riparian
0
0.000
0
0.000
Avoided
W18 (WC1)
314
Forested /Emergent
Non - riparian
14,477
0.332
0
0.000
Open cut
W19 (WC25)
316
Open Water
Non - riparian
0
0.000
0
0.000
Avoided
W20 (WC26)
317
Forested /Emergent
Riparian
2,823
0.065
47
0.001
Open cut
W21 (WFA)
318
Shrub -Scrub
Non - riparian
0
0.000
0
0.000
Avoided
W22 (WC6A)
318
Open Water
Non - riparian
0
0.000
0
0.000
Avoided
W23 (WC6)
319
Forested /Shrub-
Scrub /Emergent
Non - riparian
1,612
0.037
0
0.000
Open cut
W24 (WC27)
320
Shrub -scrub
Non - riparian
0
0.000
0
0.000
Avoided
W25 (WF6)
321
Forested /Emergent
Riparian
511
0.012
218
0.005
Conversion
W26 (WP1)
322
Forested /Emergent
Riparian
537
0.012
465
0.011
Open cut
W27 (WF34)
NA
Forested
Riparian
0
0.000
0
0.000
Avoided
W28 (WF33)
324
Forested
Riparian
0
0.000
0
0.000
Avoided
W29 (WC11)
325
Forested
Riparian
0
0.000
333
0.008
Open cut
W30 (WC11A)
325
Open Water
Non - riparian
0
0.000
0
0.000
Avoided
W31 (WC9)
326
Forested /Emergent
Riparian
2,928
0.067
0
0.000
Open cut
Page 1 of 2

Pre - Construction Notification: NWP No. 12 /WCQ No. 3884
Line T -021 B Pipeline Project
WETLAND IMPACT TABLE
SE Project No. 7235 -14 -013, Phase 22
August 11, 2014
Wetland ID
Sheet No.'
Classification
Impacts
Crossing Type*
Vegetative Type
Relation to
Waterbody
Temporary Impacts
Conversion
sf
ac
sf
ac
W32 (WC10)
326
Forested
Riparian
0
0.000
0
0.000
Avoided
W33 (WC13)
327
Forested /Emergent
Non - riparian
4,476
0.103
0
0.000
Open cut
W34 (WC12)
330
Forested /Emergent
Riparian
8,048
0.185
0
0.000
Open cut
W35 (WF7)
332
Emergent
Non - riparian
435
0.010
0
0.000
Open cut
W36 (WF8)
NA
Open Water
Non - riparian
0
0.000
0
0.000
Avoided
W37 (WC14A)
NA
Open Water
Non - riparian
0
0.000
0
0.000
Avoided
W38 (WC14)
334
Emergent
Riparian
6,349
0.146
0
0.000
Open cut
W39 (WC15)
335
Forested /Emergent
Riparian
3,331
0.076
264
0.006
Open cut
W40 (WC16)
336
Emergent
Non - riparian
852
0.020
0
0.000
Open cut
W41 (WC17)
337
Forested /Emergent
Riparian
443
0.010
14
0.000
Open cut
W42 (WC18)
337
Forested /Emergent
Riparian
0
0.000
12
0.000
Open cut
W43 (WC20)
337
Forested
Riparian
0
0.000
0
0.000
Avoided
W44 (WC22)
337
Forested /Emergent
Riparian
643
0.015
0
0.000
Open cut
W45 (WC21)
337
Forested /Emergent
Riparian
0
0.000
18
0.000
Open cut
W46 (WF9)
339
Forested /Emergent
Riparian
4,041
0.093
1,161
0.027
Open cut
W47 (WF10)
340
Forested /Emergent
Riparian
1,869
0.043
0
0.000
Open cut
W48(WF11)
341
Forested
Riparian
0
0.000
0
0.000
Avoided
W49 (WF12)
342
Emergent
Riparian
685
0.016
0
0.000
Open cut
W50 (WF17)
346
Forested
Riparian
0
0.000
0
0.000
Avoided
W51 (WF20)
347
Forested /Emergent
Riparian
6,536
0.150
0
0.000
Open cut
W52 (WF19)
347
Forested
Riparian
0
0.000
0
0.000
Avoided
W53 (WF21)
348
Forested /Emergent
Non - riparian
4,473
0.103
0
0.000
Open cut
W54 (WF22)
349
Forested /Emergent
Non - riparian
406
0.009
0
0.000
Open cut
W55 (WF24)
350
Forested /Emergent
Riparian
4,977
0.114
0
0.000
Open cut
W56 (WF23)
350
Open Water
Non - riparian
0
0.000
0
1 0.000
1 Avoided
Totals:
125,182
2.874
2,784
0.064
Horizontal directional drill (HDD) that will not impact the wetland.
1 Please note, the drawing numbers depicted corespond to the last three digits of the drawing number as shown on Approximate Jurisdictional Boundaries Drawings
Indicates change attibutable to re- routing.
Page 2 of 2

Pre - Construction Notification: NWP No. 12 /WCQ No. 3884
Line T -021 B Pipeline Project
STREAM IMPACT TABLE
SE Project No. 7235 -14 -013, Phase 22
August 11, 2014
Stream ID
Drawing No.'
Classification
Temp. Impact (If)
Crossing Type*
S1 (SL1)
301
RPW Year Round
0
HDD
S2 (SL2)
NA
RPW Seasonal Flow
0
Avoided
S3 (SF1)
302
RPW Seasonal Flow
50
Open cut
S4 (SF2)
303
RPW Year Round
77
Open cut
S5 (SF3)
304
RPW Year Round
53
Open cut
S6 (SF19)
305
RPW Year Round
73
Open cut
S7 (SF20)
305 -307
RPW Year Round
0
Avoided
S8 (SS4)
306
RPW Seasonal Flow
0
Avoided
S9 (SS2)
307
RPW Year Round
0
Avoided
S10 (SC24)
NA
RPW Seasonal Flow
0
Avoided
S11 (SF6)
308
RPW Year Round
52
Open cut
S12 (SF7)
309
RPW Year Round
50
Open cut
S13 (SF8)
309
RPW Seasonal Flow
0
Avoided
S14 (SC6)
311
RPW Year Round
50
Open cut
S15 (SC8)
311
RPW Seasonal Flow
0
Avoided
S16 (SC5)
312
RPW Seasonal Flow
63
Open cut
S17 (SC4)
313
RPW Year Round
90
Open cut
S18 (SC1)
315
RPW Year Round
50
Open cut
S18A (SC1)
315
RPW Year Round
50
Open cut
S20 (SC20)
316
RPW Year round
99
Open cut
S21 (SC21)
317
RPW Year Round
57
Open cut
S22 (SF9)
321
RPW Year Round
117
Open cut
S23 (SF10)
322
RPW Year Round
92
Open cut
S24 (SC12)
323
RPW Year Round
51
Open cut
S25 (SC1 1)
324
RPW Seasonal Flow
62
Open cut
S26 (SC 10)
326
RPW Year Round
53
Open cut
S27 (SC14)
328
RPW Seasonal Flow
61
Open cut
S28 (SC 15)
329
RPW Year Round
30
Open cut
S29 (SC1 3)
330
RPW Year Round
50
Open cut
S30 (SF11)
331
RPW Year Round
105
Open cut
S31 (SC17)
337
RPW Seasonal Flow
0
Avoided
S32 (SC 18)
337
RPW Seasonal Flow
51
Open cut
S33 (SC1 9)
338
RPW Year Round
135
Open cut
S34 (SF13)
339
RPW Year Round
58
Open cut
S35 (SP1)
339
RPW Seasonal Flow
50
Open cut
Page 1 of 2

Pre - Construction Notification: NWP No. 12 /WCQ No. 3884
Line T -021 B Pipeline Project
STREAM IMPACT TABLE
SE Project No. 7235 -14 -013, Phase 22
August 11, 2014
Stream ID
Drawing No.'
Classification
Temp. Impact If
Crossing Type*
S36 (SF14)
340
RPW Year Round
56
Open cut
S37 (SF15)
341
RPW Year Round
55
Open cut
S38 (SF16)
342
RPW Year Round
52
Open cut
S39 (SF17)
342
RPW Seasonal Flow
10
Open cut
S40 (SF18)
343
RPW Year Round
58
Open cut
S41 (SM1)
344
RPW Year Round
58
Open cut
S42 (SM2)
345
RPW Year Round
50
Open cut
S43 (SM3)
345
RPW Seasonal Flow
142
Open cut
S44 (SF22)
346
RPW Seasonal Flow
54
Open cut
S45 (SF23)
346
RPW Seasonal Flow
50
Open cut
S46 (SF21)
346
RPW Year Round
0
Avoided
S47 (SF24)
347
RPW Year Round
54
Open cut
S48 (SF25)
347
RPW Year Round
0
Avoided
S49 (SF26)
350
RPW Year Round
0
Open cut
S50 (SF27)
351
RPW Year Round
59
Open cut
Total:
2,427
' Please note, the drawing numbers depicted corespond to the last three digits of the drawing number as shown on Approximate Jurisdictional Boundaries Drawings
HDD (horizontal directional drill)- will not impact the jurisdictional feature.
Indicates change attibutable to re- routing.
Page 2 of 2

Pre - Construction Notification: NW P No. 12/W CQ No. 3884
Line T -021B Pipeline Project
16' T -021 B PIPELINE RIPARIAN BUFFER IMPACT TABLE
SE Project No. 7235 -14 -013, Phase 22
August 11, 2014
Page 1 of 3
Zone 1 Impacts (sf)
Zone 2 Impacts (sf)
Forested Wetland within
Buffer Zone
Stream ID
Drawing
�
Perpendicular Crossing?
Disturbance at
z
Crossing Type
Crossing Notes /Justification
Area Within Existing
Area of Permanent
Area Within
Area of
Adjusted Total Area For
No
Crossing Greater
f
Total Area o f
Maintained
Maintenance
Total Area of
Existing
Permanent
Mitigation (Zone 1 +Zone 2)
than 401f
Disturbance
Easement s
Impact
Disturbance s
Maintained
Maintenance
(sf)- Forested Wetland
Easement s
Impact
Zone 1 sf
Zone 2 sf
Within Buffer
ROW aligned to parallel existing
maintained ROW. Portions of new
ROW within Existing maintained
S1 (SL1)
301
No
Yes
HDD
Cardinal easement.
5,393
2,260
3,133
4,526
2,763
1,763
4,896
S2 (SL2)
NA
NA
NA
Avoided
N /A. Area will not be impacted.
0
0
0
0
0
0
0
Exempt from Jordan Lake Riparian
Buffers- Existing Maintained Easement
S3 (SF1)
302
Yes
Yes
Open cut
3,062
3,062
0
2,069
2,069
0
0
Located primarily within Existing
Maintained Easement. Portions will be
cleared and maintained within the
existing maintained easement are
reflected in mitigation totals. Existing
gas lines to the north limit degree of
S4 (SF2)
303
No
Yes
Open cut
crossing.
3,780
3,491
289
2,567
2,276
291
580
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement
S5 (SF3)
304
Yes
Yes
Open cut
3,207
3,207
0
2,146
2,146
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement.
Pipeline has been realigned at property
S6 (SF19)
305
No
Yes
Open cut
owner's request.
4,297
4,297
0
2,713
2,713
0
0
Current route avoids direct impacts to
ST Parallel Zone 2 Impacts of 429 sf
not included in permaintenance totals or
S7 SF20
305 -307
NA
NA
Avoided
mitigation totals
1,533
0
1,533
2,632
0
2,632
77
4,165
S8 SS4
306
NA
NA
Avoided
Small area of Zone 2 conversion.
0
0
0
1,148
0
1,148
1,071
S9 (SC22)
307
NA
NA
Avoided
N /A. Area will not be impacted.
0
0
0
0
0
0
0
S10 (SC24)
NA
NA
NA
Avoided
N /A. Area will not be impacted.
0
0
0
0
0
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement
S11 (SF6)
308
Yes
Yes
Open cut
2,321
2,321
0
3,301
3,301
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement
S12 (SF7)
309
Yes
Yes
Open cut
3,088
3,088
0
2,095
2,095
0
0
S13 (SF8)
309
NA
NA
Avoided
N /A. Area will not be impacted.
0
0
0
0
0
0
0
Exempt from Jordan Lake Riparian
S14 (SC6)
311
Yes
Yes
Open cut
Buffers - Existing Maintained Easement
2,950
2,950
0
2,166
2,166
0
0
Current route avoids direct impacts to
S15 (SC8)
311
NA
NA
Avoided
S15.
9
9
0
1,967
1,967
0
0
Exempt from Jordan Lake Riparian
S16 (SC5)
312
Yes
Yes
Open cut
Buffers - Existing Maintained Easement
3,719
3,719
0
2,613
2,613
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement
S17 (SC4)
313
No
Yes
Open cut
3,784
3,784
0
6,447
6,447
0
0
Exempt from Jordan Lake Riparian
S18 (SC1)
315
Yes
Yes
Open cut
Buffers - Existing Maintained Easement
3,083
3,083
0
2,053
2,053
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement
S18A (SC1)
315
Yes
Yes
Open cut
3,020
3,020
0
2,012
2,012
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement.
Culvert is within Existing Maintained
S20 SC20
316
Yes
Yes
Open cut
Easement.
5,755
5,755
0
5,429
5,429
0
0
Located primarily within Existing
Maintained Easement. Portions will be
cleared and maintained within the
existing maintained easement are
S21 (SC21)
317
Yes
Yes
Open cut
reflected in mitigation totals.
3,434
3,353
81
2,281
2,222
59
47
93
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement.
Existing gas line to the north limits
S22 (SF9)
321
No
Yes
Open cut
crossing angle.
6,083
6,083
0
3,087
3,087
0
0
Page 1 of 3

Pre - Construction Notification: NW P No. 12/W CQ No. 3884
Line T -021B Pipeline Project
16' T -021B PIPELINE RIPARIAN BUFFER IMPACT TABLE
SE Project No. 7235 -14 -013, Phase 22
August 11, 2014
Page 2 of 3
Zone 1 Impacts (sf)
Zone 2 Impacts (sf)
Forested Wetland within
Buffer Zone
Stream ID
Drawing
Perpendicular Crossing?
Disturbance at
z
Crossing Type
Crossing Notes /Justification
Area Within Existing
Area of Permanent
Area Within
Area of
Adjusted Total Area For
No.'
Crossing Greater
f
Total Area of
Maintained
Maintenance
Total Area of
Existing
Permanent
Mitigation (Zone 1 +Zone 2)
than 401f
Disturbance
Easement3
Impact
Disturbance s
Maintained
Maintenance
(sf)- Forested Wetland
Easement s
Impact
Zone 1 sf
Zone 2 s
Within Buffer
Located primarily within Existing
Maintained Easement. New 20 -foot right
of way parallels existing maintained
easement. Existing gas line to the north
S23 SF10
322
No
Yes
Open cut
limits crossing angle.
5,125
4,017
1,108
3,144
2,439
705
465
1,348
Located mostlywithin Existing
Maintained Easement. ROW aligned to
parallell and south of existing
maintained ROW to avoid further impact
with Stream S24. Existing gas line to the
S24 SC12
323
No
Yes
Open cut
north limits crossing angle.
3,822
3,188
634
2,338
1,936
402
571
Exempt from Jordan Lake Riparian
S25 SC11
324
Yes
Yes
Open cut
Buffers - Existing Maintained Easement
1,953
1,953
0
1,324
1,324
0
0
Exempt from Jordan Lake Riparian
S26 SC10
326
Yes
Yes
Open cut
Buffers - Existing Maintained Easement
3,104
3,104
0
2,091
2,091
0
0
Exempt from Jordan Lake Riparian
S27 SC14
328
Yes
Yes
Open cut
Buffers - Existing Maintained Easement
3,669
3,669
0
2,515
2,515
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement.
Existing gas line north and south of
proposed line limit crossing angle.
Temporary workspace will impact
forested areas outside of the existing
maintained easement. The total are
impacted by temporary workspace is
reflected in mitigation totals. This area
S28 (SC 15 **
329
No
Yes
Open cut
will not be permanently maintained.
5,026
4,564
462
4,139
3,601
538
1,000
Exempt from Jordan Lake Riparian
S29 SC13
330
Yes
Yes
Open cut
Buffers - Existing Maintained Easement
3,095
3,095
0
2,077
2,077
0
0
Located primarily within Existing
Maintained Easement. Portions of
buffer will be cleared and permanently
maintained and are reflected in
mitigation totals. Gas line to the north
S30 SF11
331
No
Yes
Open cut
limits crossing angle.
4,633
2,874
1,897
4,355
2,532
1,823
3,720
Current alignment avoids direct impacts
to S31. The alignment is located
primarilywithin existing maintained
easement and is exempt from Jordan
Lake Buffers, however, portions of the
buffer will be cleared and maintained
S31 SC17
337
NA
Yes
Avoided
and are reflected in the mitigation totals.
1,667
743
924
3,117
1,962
1,155
2,079
Located primarily within Existing
Maintained Easement. Portions will be
cleared and are reflected in mitigation
S32 SC18
337
Yes
Yes
Open cut
totals.
3,038
2,147
891
2,023
1,387
636
1,527
Exempt from Jordan Lake Riparian
S33 SC19
338
Yes
Yes
Open cut
Buffers - Existing Maintained Easement
11,051
11,051
0
5,576
5,576
0
0
Located primarily within Existing
Maintained Easement. Portions of
buffer will be cleared and permanently
maintained and are reflected in
mitigation totals. Gas line to the north
S34 SF13
339
No
Yes
Open cut
limits crossing angle.
2,696
2,044
652
1,522
1,145
377
539
377
113
S35 SP1
339
No
Yes
Open cut
Not Subject to Jordan Lake Buffers
0
0
0
0
0
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement.
Gas line to the north limits crossing
S36 SF14
340
No
Yes
Open cut
angle.
3,409
3,409
0
2,344
2,344
0
0
Page 2 of 3

Pre - Construction Notification: NW P No. 12/W CQ No. 3884
Line T -021B Pipeline Project
16' T -021B PIPELINE RIPARIAN BUFFER IMPACT TABLE
SE Project No. 7235 -14 -013, Phase 22
August 11, 2014
Page 3 of 3
Zone 1 Impacts (sf)
Zone 2 Impacts (sf)
Forested Wetland within
Buffer Zone
Stream ID
Drawing
Perpendicular Crossing?
Disturbance at
z
Crossing Type
Crossing Notes /Justification
Area Within Existing
Area of Permanent
Area Within
Area of
Adjusted Total Area For
No.'
Crossing Greater
Total Area of
f
Maintained
Maintenance
Total Area of
Existing
Permanent
Mitigation (Zone 1 +Zone 2)
Disturbance
Disturbance s
Maintained
Maintenance
(sf)- Forested Wetland
than 401f
Easement3
Impact
Easement s
Impact
Zone 1 sf
Zone 2 (s D
Within Buffer
Exempt from Jordan Lake Riparian
S37 SF15
341
Yes
Yes
Open cut
Buffers - Existing Maintained Easement
3,436
3,436
0
2,322
2,322
0
0
Located mostlywithin Existing
Maintained Easement. ROW aligned to
parallell and south of existing
maintained ROW to avoid further impact
with Stream S38 and Wetland W49.
Portions will be cleared and are
S38 SF16
342
No
Yes
Open cut
reflected in mitigation totals.
3,456
2,755
701
2,488
2,310
178
879
Not Subject to Jordan Lake Buffers.
Small area will be included in new
S39 SF17
342
NA
NA
Avoided
maintained 15 -foot right of way.
0
0
0
0
0
0
0
Located mostly within Existing
Maintained Easement. New 15 -foot
ROW aligned to parallell and south of
existing maintained ROW. Crossing
angle limited by gas line to the north.
Potions will be cleared and are reflected
S40 SF18
343
No
Yes
Open cut
in mitigation totals.
3,419
2,266
1,153
3,245
1,957
1,288
2,441
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement.
Crossing angle at stream limited by gas
S41 (SM1)
344
No
Yes
Open cut
line to the north.
3,145
3,145
0
2,327
2,327
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement
S42 (SM2)
345
Yes
Yes
Open cut
3,045
3,045
0
2,108
2,108
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement.
Crossing angle limited by gas line to the
S43 (SM3)
345
No
Yes
Open cut
north.
0
0
0
0
0
0
0
Not subject to Jordan Lake Riparian
Buffers. Crossing located completely
S44 SF22
346
No
Yes
Open cut
within existing maintained easement.
0
0
0
0
0
0
0
Not subject to Jordan Lake Riparian
Buffers. Crossing located completely
S45 SF23
346
Yes
Yes
Open cut
within existing maintained easement.
0
0
0
0
0
0
0
Parallel Zone 2 impacts are completely
within existing maintained easement
S46 SF21
346
NA
NA
Avoided
and no change of use.
0
0
0
860
860
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement.
Crossing angle limited by gas line to the
north. Current alignement avoids
impacts to wetlands to the north and
additional buffer impacts to the south.
S47 SF24
347
No
Yes
Open cut
3,416
3,416
0
2,567
2,567
0
0
S48 SF25
347
NA
NA
Avoided
N /A. Area will not be impacted.
0
0
0
0
0
0
0
Exempt from Jordan Lake Riparian
Buffers - Existing Maintained Easement.
S49 SF26
350
Yes
Yes
Open cut
2,170
2,170
0
2,725
2,725
0
0
Not subject to Jordan Lake Riparian
Buffers. Crossing located completely
within existing maintained easement.
Crossing angle limited by gas line to the
S50 SF27
351
No
Yes
Open cut
north.
0
0
0
0
0
0
0
Totals:
114,242
11,604
90,139
11,529
21,163
Please note, the drawing numbers depicted corespond to the last three digits of the drawing number as shown on APPROXIMATE JURISDITIONAL BOUNDARIES IMPACT DRAWINGS.
2HDD (horizontal directional drill)- will not impact the jurisdictional feature.
3 Areas denoted for informational purposes only. Areas within Existing Maintained Easements, are not subject to Jordan Lake Buffer Requirements or Mitigation.
** Temporary Workspace cleared will not be permanently maintained, however temporary impacts are reflected in mitigation totals
Change previously submitted to DWR via email on July 28, 2014 and August 7, 2014.
Indicates change attibutable to re- routing.
Page 3 of 3