20130890 Ver 1_401 Application_20130813

LETTER OF TRANSMITTAL
S &ME, Inc.
9751 Southern Pine Blvd.
Charlotte, NC 28273
704.523.4726
704.525 -3953 fax
To: NC Division of Water Quality
401 Wetlands Unit
512 North Salisbury Street
Raleigh, NC 27604
We Are Sending You: ® Attached
following items:
20130890
Date: August 20, 2013
Job No. 1357 -13 -012
High Point Lateral
Line 333 and 332
Attn: Ms. Karen Higgins
❑ Under separate cover via
❑ Shop drawings ❑ Contract ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ® Report
the
Copies
Date
No
Description
1
8/20/13
1
Line 333 and 332 High Point Lateral PCN
1
8/20/13
2
CD with PDF of above - mentioned report
These Are Transmitted As Checked Below:
® Fora approval
pp For your use
F1 As requested ❑ For Review AU6 2 C
'
❑ For Bids Due: / / El Prints Prints Returned After Loan To Us -
Remarks: Enclosed is a copy of the above - mentioned notification. ,
If you have any questions, feel free to call Joey Lawler at 704 - 523 -4726.
f
Signed:
Gloria A. Keiffer, dministra ve s istant

August 20, 2013
N.C. Division of Water Quality
401 Wetlands Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
Reference: Line 333 and 332 - High Point Lateral
Pre - Construction Notification for
Randleman Lake Watershed Riparian Buffer Impacts
Guilford and Randolph Counties, North Carolina
S &ME Project No. 1357 -13 -012
Dear Ms. Higgins:
On behalf of Piedmont Natural Gas (PNG), S &ME, Inc. (S &ME) hereby submits this
notification for riparian buffer impacts in connection with the above - referenced project,
which entails removal of aboveground vegetation within portions of PNG's existing 50-
foot wide natural gas pipeline right -of -way (ROW). The project is located in Guilford
and Randolph Counties, North Carolina, and approximately 3/4 of the route lies within the
Randleman Lake Watershed. In support of this application, please find enclosed the
following:
• Figures: Site Vicinity Map (Figure 1), USGS Topographic Map (Figure 2) and 2010
Aerial Photographs (Figures 3a-3e)
• Appendix I: Completed Pre - Construction Notification (PCN) and Authorization to
Act as Agent
• Appendix II: Site Photographs
• Appendix III: Buffer Impact Table
• Appendix IV: Impact Drawings
• Appendix V: Mitigation Acceptance Letter
This Pre - construction Notification (PCN) is being provided to the North Carolina
Division of Water Resources (NCDWRR) pursuant to the aforementioned riparian buffer
impacts. The project will not entail permanent or temporary impacts to streams or
wetlands, and as such, does not require a 401 Water Quality Certification or authorization
from the U.S. Army Corps of Engineers (USACE)
The completed PCN and Agent Authorization Forms are included in Appendix I.
S &ME, INC. /9751 Southern Pine Blvd/ Charlotte, NC 28273/p704.523.4726f704.525.3953/www.smeinc.com

Pre - Construction Notification SWE Project No. 1357 -13 -012
Line 333 and 332 - High Point Lateral August 20, 2013
GENERAL PROJECT INFORMATION AND BACKGROUND
PNG is in the process of ROW reclamation activities in the High Point area. The ROW
within which the work will be conducted is divided into two segments. The first segment
originates near the intersection of Interstate 85 and Hopewell Church Road in Archdale,
Randolph County, and extends generally northeast for approximately nine miles to a
point approximately 1,500 feet southwest of Riverdale Road. The second segment
originates at Hickory Creek Road and continues generally northeast for approximately
two miles, terminating south of the NC70/29 and I -85 Intersection, northeast of High
Point in Guilford County. The general project location is depicted on the Site Vicinity
Map (Figure 1), and in greater detail on the appropriate USGS topographic maps (Figure
2) and 2010 Aerial Photographs (Figures 3a-3e).
The existing ROW was acquired by PNG in 1982, and is 50 feet wide. While a majority
of the existing ROW has been adequately maintained through routine mowing and above-
ground vegetation, the width of some portions has steadily decreased, such that less than
the necessary 50 -foot width was discernible in places. To adequately perform their
routine maintenance and inspection of the pipeline, PNG determined that the entire width
of the ROW should be maintained in high ground areas. The reclamation work entails
above - ground removal of woody vegetation within portions of the 50 -foot ROW that
have grown up over the years. Some areas only require side - trimming or mowing brush.
The maintained width of the ROW will be reduced from 50 feet to 30 feet where it
crosses riparian buffers and the associated waterbodies.
The reclamation work has commenced in non - buffered portions of the project. The work
had been conducted so as not to create a discharge (no pipes or fill material placed at
stream crossings), although timber construction mats have been used at wetland crossings
to provide access for equipment. The mowing equipment was able to work around the
remaining stream crossings by finding alternative access routes.
The Randleman Lake Watershed buffer rules state that existing and ongoing uses, such as
utility line ROWS, are exempt. However, only portions of the riparian buffer occupied by
the footprint of the existing use (maintained portions of the ROW) are exempt, and
activities necessary to maintain the use are only allowed provided that the site remains
similarly vegetated. Based on input from NCDWR on similar projects, streams within
portions of the existing ROW where there has been no maintenance within the last 10
years are subject to the buffer rules.
PROJECT PURPOSE AND NEED
PNG considers establishment and regular maintenance of the existing ROW system an
important part of their responsibility to provide safe and reliable energy to the
communities they serve. To that end, maintaining at least 50 feet of easement in most
areas is required to support:
• Leakage surveys from ground mobile units or aerial technology.
2

Pre - Construction Notification SWE Project No. 1357 -13 -012
Line 333 and 332 - High Point Lateral August 20, 2013
• Aerial patrolling for possible encroachment activity near the pipeline.
• Aid in identification of possible repairs and maintenance.
• Promotion of damage prevention in that the easement can be more easily identified by
the public.
• Minimization of potential canopy encroachment, which creates visibility concerns.
• Minimum turn- around requirements for mechanized mowing and side - trimming
equipment.
PNG has agreed to reduce the width of the permanently- maintained ROW from 50 feet to
30 feet through buffered areas. This will minimize the permanent disturbance footprint,
and still provide PNG with a minimum ROW width deemed necessary to support the
needs identified above.
EXISTING ENVIRONMENT
The project area is located in the Piedmont physiographic province in portions of the
Upper Pee Dee (03040103) and Cape Fear (03030003) River Basins. Land use in the
vicinity of the project corridor consists primarily of a mix of woodland, open, maintained
land and scattered residential and urbanized light commercial areas.
Typical vegetation observed within the existing ROW was varied, but generally included
species such as broomsedge (Andropogon virginicus), goldenrod (Solidago sp.), sericea
lespedeza (Lespedeza cuneata), big bluestem (Andropogon gerardii), dogfennel
(Eupatorium capillifolium), blackberry (Rubus sp.), poison ivy (Toxicodendron radicans),
Virginia creeper (Parthenocissus quinquefolia), little buttercup (Ranunculus abortivus)
Japanese stilt grass (Microstegium vimineum) and various grasses (Festuca spp.).
Woody saplings observed within less - frequently maintained portions of the ROW
included sweetgum (Liquidambar styraciflua), water oak (Quercus nigra), winged sumac
(Rhus copallina), black willow (Salix nigra), red maple (Acer rubrum), tulip tree
(Liriodendron tulipifera), shortleaf (Pinus echinata) and loblolly pine (P. tadea),
sweetgum (Liriodendron tulipifera) and black cherry (Prunus serotina).
A number of other land use areas were observed along the project corridor, but occupy an
insignificant portion relative to that identified above. Such portions of the project
corridor include landscaped or maintained lawns, roadway ROWS or other developed
areas.
Photos of the typical project corridor conditions are included in Appendix II.

Pre - Construction Notification SWE Project No. 1357 -13 -012
Line 333 and 332 - High Point Lateral August 20, 2013
RIPARIAN BUFFER IMAPCTS
To determine which streams within the ROW are subject to the buffer rules, S &ME
conducted field reviews of the project corridor over a period ranging from May 09, 2013
through May 29, 2013. Those features that appeared on the most recent version of the
appropriate Natural Resources Conservation Service Soil Survey and the appropriate
1:24,000 scale (7.5 minute) quadrangle topographic maps were identified with global
positioning system (GPS) equipment. Drainage features that did not appear on one or
more of the aforementioned maps were also assessed utilizing the standardized
methodology developed by NCDWR. This assessment involved use of the NCDWR
Stream Assessment Form (Version is 4.11, effective September 1, 2010). Results of the
field assessment were provided to Regional Land Surveyors (RLS) for surveying and for
generation of impact drawings.
For purposes of calculating buffer impacts, portions of PNG's ROW that had not been
mowed or otherwise maintained for a period of longer than 10 years, as approximated by
observing existing vegetation growth, were no longer exempted as an "existing use." In
portions of the buffer where single trees were present but the area was otherwise void of
woody vegetation, impacts were calculated by approximating the area occupied by the
crown of the tree during its full canopy period.
Based on our field assessment and the subsequent mapping efforts, the project will
permanently impact 16,134 square feet of Zone 1 riparian buffer and 5,584 square feet
of Zone 2. These impacts are broken out by crossing on the Riparian Buffer Impact
Table (Appendix III), and are depicted on the attached drawings (Appendix IV).
AVOIDANCE AND MINIMIZATION
Through agency coordination, the project has implemented avoidance and minimization
procedures. Impacts will be minimized by reducing the width of the permanent
maintenance corridor to 30 feet through buffered areas. The project will also incorporate
the following best management practices (BMPs):
• Woody vegetation within the buffers shall be cleared by hand. No land grubbing or
grading will be allowed.
• Vegetative root systems within the buffer shall be left intact to maintain the integrity
of the soil. Stumps shall remain.
• No fertilizer shall be used other than a one -time application to re- establish vegetation.
• Construction activities shall minimize the removal of woody vegetation, the extent of
the disturbed area, and the time in which areas remain in a disturbed state.
• Active measures shall be taken following the reclamation and during routine
maintenance to promote diffuse flow of stormwater through the buffer.
4

Pre - Construction Notification SWE Project No. 1357 -13 -012
Line 333 and 332 - High Point Lateral August 20, 2013
With respect to preventing future impacts, PNG contractors have been provided with
maps identifying the streams subject to the protected riparian buffers. At such locations,
"no work" boundaries extending 50 feet from the top -of -bank of each subject stream are
clearly demarcated in the field. As a result, no vegetation removal will occur in these
areas until the appropriate buffer authorization has been received.
The contractors have also been provided with written Environmental Guidelines detailing
methods by which vegetation removal activities should be conducted in order to avoid
disturbance within protected riparian buffers. As described previously, S &ME has
delineated and demarcated all wetland areas within which the reclamation work will
occur. The delineation will serve to:
• Establish boundaries within which all vegetation must be removed by hand above
ground level — no grubbing, stumping or other land disturbance is allowed without
prior authorization from the USACE and NCDWR.
• Demarcate areas within which timber mats or similar measures must be employed
to accommodate heavy equipment and prevent extensive rutting and soil
disturbance.
• Establish boundaries within which application of rye grain or a native wetland
seed mix is required. PNG understands that application of fescue within wetland
areas is prohibited.
• Demarcate areas where streams should be bridged or crossed in such a manner
that prevents bank impacts.
MITIGATION
Mitigation for impacts to Zone 1 of the riparian buffer is required for: 1) non -
perpendicular crossings; 2) crossingsgreater than 401f but equal to or less than 1501f of
riparian buffer with a maintenance corridor greater than 10 feet in width, or 3) greater
than 1501f of riparian buffer. In instances where mitigation is required, the amount is
determined by multiplying the area (square feet) of impact to Zone 1 by 3. Mitigation for
Zone 2 impacts is not required, as Zone 2 is to remain grassed ROW.
The project is proposed to result in permanent impacts to 16,134 square feet of Zone 1
riparian buffer. Of these permanent impacts, mitigation is required for 14,717 square feet
(see Riparian Buffer Impact Table, Appendix III). Accordingly, PNG is required to
purchase 44,151 riparian buffer mitigation credits (14,717 sf x 3). PNG proposes to
purchase the necessary credit from the North Carolina Ecosystem Enhancement Program
( NCEEP). A copy of the NCEEP request letter is included in Appendix V. A copy of
NCEEP's acceptance letter will be provided once it is received.

Pre - Construction Notification SWE Project No. 1357 -13 -012
Line 333 and 332 - High Point Lateral August 20, 2013
CLOSING
Thank you for your review of this PCN and associated support materials. If you have
questions or need additional information, please feel free to contact us at 704.523.4726.
Sincerely,
S &ME
1''� •�
Joey awler, P.W.S. Darrin M. Peine, Q.E.P.
Senior Project Manager Natural Resources Department Manager
Senior Review by Julie Bennett - Hudel, P.G., LEED AP
Attachments
cc. Andy Clark, PLS — Regional Land Surveyors
Sue Homewood — NCDWR Winston -Salem Regional Office
Jim Kalish — PNG
11

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GAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S &ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY ADE OR ANYACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION.

Appendix I:
Completed Pre - Construction Notification (PCN)
and Authorization to Act as Agent

W R7-�R��
aNZ5� ­�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
❑ Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
FEI es
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
❑ No
2.
Project Information
2a.
Name of project:
Line 333 and 332 - High Point Lateral
2b.
County:
Guilford and Randolph
2c.
Nearest municipality/ town:
High Point
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Piedmont Natural Gas
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
4720 Piedmont Row Drive
3e.
City, state, zip:
Charlotte N.C. 28210
3f.
Telephone no.:
704.572.7985
3g.
Fax no.:
3h.
Email address:
jim.kalish @piedmontng.com
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify: Utility Company
4b.
Name:
Jim Kalish
4c.
Business name
(if applicable):
Piedmont Natural Gas
4d.
Street address:
4720 Piedmont Row Drive
4e.
City, state, zip:
Charlotte N.C. 28210
4f.
Telephone no.:
704.572.7985
4g.
Fax no.:
704.731.4098
4h.
Email address:
jim.kalish @piedmontng.com
5.
Agent /Consultant Information (if applicable)
5a.
Name:
Joey Lawler, P.W.S.
5b.
Business name
(if applicable):
S &ME, Inc.
5c.
Street address:
9751 Southern Pine Boulevard
5d.
City, state, zip:
Charlotte, N.C. 28723
5e.
Telephone no.:
704.523.4726
5f.
Fax no.:
704.525.3853
5g.
Email address:
jlawler @smeinc.com
Page 2 of 11
PCN Form —Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Project is a linear utility line
Latitude: Origin: 35.875446; Terminus: 35.982312
1 b. Site coordinates (in decimal degrees):
Longitude: - Origin: - 80.004823; Terminus: - 79.885916
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Multiple crossings
proposed project:
2b. Water Quality Classification of nearest receiving water:
Multiple classifications
2c. River basin:
Upper Pee Dee (03040103) and Cape Fear (03030003)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area is limited to PNG's existing 50 -foot wide ROW, a majority of which is mainatined. Land use in the vicinity
of the project corridor consists primarily of a mix of woodland, open, maintained land, scattered residential and light
commercial areas. A portion of the route also borders the Interstate 85 corridor, and passes through the Randleman
Lake watershed.
3b. List the total estimated acreage of all existing wetlands on the property:
Unknown
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Unknown
3d. Explain the purpose of the proposed project:
The purpose of the project is to restore PNG's existing ROW to a maintained state. The existing ROW was acquired by
PNG in 1982 and is 50 feet wide. Over the years, the width of the ROW that PNG has regularly- maintained through
mowing and above - ground vegetation removal has steadily decreased, such that not all of the 50 -foot ROW is discernible
in places. To adequately perform their routine maintenance and inspection of the pipeline, PNG determined that the
entire width of the ROW should be maintained in high ground areas.
3e. Describe the overall project in detail, including the type of equipment to be used:
The reclamation work entails above - ground removal of woody vegetation within portions of the 50 -foot ROW that have
grown up over the years. Some areas only require side - trimming or mowing brush. The width of the ROW within which
maintenance will pe performed will be reduced from 50 feet to 30 feet where it crosses the riparian buffer and the
associated waterbodies. Industry standard mowing, clearing and side - trimming equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes ❑ No F1 Unknown
Comments: A Request for Riparian Buffer Applicability was
provided to the NCDWQ. The project does not require
impacts to wetland areas.
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: S &ME, Inc.
Name (if known):.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
Page 3 of 11
PCN Form —Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑ No
6b. If yes, explain.
N/A
Page 4 of 11
PCN Form —Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary (T)
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: No wetland impacts are required.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments: No stream impacts are required.
Page 5 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments: No open -water impacts are required.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
Temporary (T) impact
131 ❑P ❑T
B2 ❑P ❑T
B3 ❑P ❑T
❑ Neuse ❑ Tar - Pamlico ❑ Other:
❑ Catawba ❑ Randleman
6e. I 6f. I 6g.
Buffer
Stream name mitigation
required?
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments: See Riparian Buffer Impact Table.
Zone 1 impact Zone 2 impact
(square feet) (square feet)
Page 6 of 11
PCN Form -Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Construction equipment operating within wetlands and buffers will be limited to that necessary for mowing and restoration
activities. Wetland vegetation within the remainder of the project will be cut at ground level, leaving existing root systems in
place to promote re- growth. Impacts will be minimized by reducing the width of the permanent maintenance corridor to 30 feet
through buffered areas.
PNG contractors have been provided with maps identifying the streams subject to the protected riparian buffers. At such
locations, "no work" boundaries extending 50 feet from the top -of -bank of each subject stream are clearly demarcated in the
field. As a result, vegetation removal will not occur in these areas until the appropriate buffer authorization has been received.
The contractors have also been provided with written Environmental Guidelines detailing methods by which vegetation
removal activities should be conducted in order to avoid disturbance within protected riparian buffers. As described
previously, S &ME has delineated and demarcated all wetland areas within which the reclamation work will occur. The
delineation will serve to: 1) Establish boundaries within which all vegetation must be removed by hand above ground level —
no grubbing, stumping or other land disturbance is allowed without prior authorization from the USACE and NCDWQ. 2)
Demarcate areas within which timber mats or similar measures must be employed to accommodate heavy equipment and
prevent extensive rutting and soil disturbance. 3) Establish boundaries within which application of rye grain or a native wetland
seed mix is required. PNG understands that application of fescue within wetland areas is prohibited. 4) Demarcate areas
where streams should be bridged or crossed in such a manner that prevents bank impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The project will also incorporate the following best management practices (BMPs): 1) Woody vegetation within the buffers
shall be cleared by hand. No land grubbing or grading will be allowed. 2) Vegetative root systems within the buffer shall be
left intact to maintain the integrity of the soil. Stumps shall remain. 3) No fertilizer shall be used other than a one -time
application to re- establish vegetation. 4) Construction activities shall minimize the removal of woody vegetation, the extent of
the disturbed area, and the time in which areas remain in a disturbed state. 5) Active measures shall be taken following the
reclamation and during routine maintenance to promote diffuse flow of stormwater through the buffer.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
❑ Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 7 of 11
PCN Form —Version 1.3 December 10, 2008 Version

3c. Comments: N/A
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
0 linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
0 square feet
4e.
Riparian wetland mitigation requested:
0 acres
4f.
Non - riparian wetland mitigation requested:
0 acres
4g.
Coastal (tidal) wetland mitigation requested:
0 acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a.
Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑ No
6b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g.
If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
See Riparian Buffer Impact Table in Appendix IV.
6h.
Comments: The riparian buffer mitigation credit will be purchased from NC EEP. See attached letter in Appendix V.
Page 8 of 11
PCN Form —Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Project is a linear utility located belowground. The ROW will remain
❑ Yes ❑ No
grassed with no imperveous surfaces.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: Project will not result in additional
imperveous surface
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
N/A
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form —Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H.1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑ No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ❑ No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): See attached
cover letter.
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ❑ No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project is not considered "growth- inducing" in that its purpose is only to restore an existing natural gas transmission
ROW to its previously- maintained state.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The project will not generate waste water.
Page 10 of 11
PCN Form —Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ❑ No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑ No
impacts?
F-1 Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
N/A - Project does not require federal permits.
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://ocean.floridamarine.org/efh_coral/ims/viewer.htm
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
N/A - Project deos not require federal permits.
8. Flood Zone Designation (Corps Requirement)
8a.
Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ❑ No
8b.
If yes, explain how project meets FEMA requirements: The project will comply with FEMA regulations.
8c.
What source(s) did you use to make the floodplain determination? Available FEMA mapping
Joey Lawler, P.W.S.
08.20.13
Applican ent' Printed Name
Date
Applican gent Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form —Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION FORM
Date: 06.10.13
Project Information
S &ME Project Name: Piedmont Natural Gas Right -of -Way Reclamation Projects
Type of Project: Right -of -Way Reclamation /Maintenance Efforts
Location: Lines 94, High Point Lateral, Fayetteville (5A), Goldsboro (5B) and
Winston Salem North Loop, as applicable
Property Owner /Representative Information
Business Name:
Mailing Address:
City, State, Zip Code
Telephone No.
Contact:
Agent Information
Business Name:
Street Address:
City, State, Zip
Code:
Telephone No.
Contact:
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
704.731.4598
Kim Kalish, Sr. Project Manager
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte, NC 28273
704.523.4726
Joey Lawler
Authorization: I, Jim Kalish of Piedmont Natural Gas
hereby authorize S &ME. Inc. to act as agent with the U.S. Army Corps of
Engineers and the N.C. Division of Water Quality pursuant to obtaining
the necessary Section 10/4041401 /Buffer permits , as applicable, related
to the above- referenced projects.
Signature: — t (' �' , _','
S &ME, INC. 19751 Southerp(Pine Blvd / Charlotte, NC 28273 1 p 704.523.4728 f 704.525.39531 www.smeinc.com

Appendix II:
Site Photographs

Photo 1. View of typical "un- reclaimed" portion of the
existing ROW.
��.- .. _. •i' Sit
a.
Photo 2: Second view of typical "un- reclaimed" portio
the existing ROW.
Photo 3: Typical view of stream located within existing Photo.4: Typical view of stream within ROW located in an
ROW. urban area. No vegetation removal is required.
Jr
�r Y"-
+r,
I•i. 1
i
1 l•L+ —
qS
Photo 5: Second view of stream located within an Photo 6: View of stream within ROW affected by local ATV
urbanized area where vegetation removal is required. traffic.
Project No.: 1357 -13 -012
Taken by: S &ME�► Q f�_�ill�' Line 32 and 33 - High Point Lateral SITE
Checked by: JBH ,:31E ,ll Guilford and Randolph Counties, North Carolina PHOTOGRAPHS
Date: 06.03.13 Photo Page 1 of 1

Appendix III:
Buffer Impact Table

RIPARIAN BUFFER IMPACT TABLE
Line 333 & 332 - High Point Lateral Reclamation
Stream
ID*
Sheet
No. of 25
Notes
Perpendicular
Crossing?
More than 40 If of
buffer affected?
Permanent Conversion
(sf)
Mitigation
Required?
Required
Mitigation
Credits **
Zone 1
Zone 2
37
2
Reddicks Creek
No
N/A
56
23
Yes
168
35
3
Perennial UT
No
N/A
303
249
Yes
909
34
4
Perennial UT
Yes
No
108
40
No
0
32
5
Perennial UT
Yes
No
129
112
No
0
31
6
Perennial UT
Yes
No
224
147
No
0
30
7
Perennial UT
Yes
No
261
282
No
0
29
8
Perennial UT
No
No
0
58
No
0
28
9
Perennial UT
No
N/A
272
188
Yes
816
27
10
Perennial UT
Yes
No
74
0
No
0
26
11
Perennial UT
No
N/A
136
21
Yes
408
25A
12
Intermittent UT
Yes
No
264
203
No
0
25
13
Perennial UT
Yes
No
273
536
No
0
23
14
Perennial UT
Yes
No
84
0
No
0
20
15
Perennial UT
No
N/A
546
53
Yes
1,638
19
16
Perennial UT
No
N/A
1,356
857
Yes
4,068

Line 333 & 332 - High Point Lateral Reclamation
* Buffer impacts have been avoided at those streams not identifieded in this table, or such streams are (coated in portions of the ROW outside of the Randelman
watershed.
* *Required mitigation = (total area of Zone 1 permanent conversion - replant area) x 3. Impacts to Zone 2 do not require mitigation, as the area will consist of a grassed
right -of -way with no aboveground structures or imperveous surface.
Permanent Conversion
Stream
Sheet
Perpendicular
More than 40 If of
(sf)
Mitigation
Required
Notes
Mitigation
ID*
No. of 25
Crossing?
buffer affected?
Required?
Credits **
Zone 1
Zone 2
18
17
Perennial UT
No
N/A
1,029
683
Yes
3,087
17A
18
Intermittent UT
No
N/A
1,028
641
Yes
3,084
17
19
Muddy Creek
No
No
0
64
No
0
14,15,15A
20-26
Stream complex with
No
N/A
9,991
1,427
Yes
29,973
and 16
overalpping buffers
Totals:
16,134
5,584
44,151
* Buffer impacts have been avoided at those streams not identifieded in this table, or such streams are (coated in portions of the ROW outside of the Randelman
watershed.
* *Required mitigation = (total area of Zone 1 permanent conversion - replant area) x 3. Impacts to Zone 2 do not require mitigation, as the area will consist of a grassed
right -of -way with no aboveground structures or imperveous surface.

Appendix IV:
Impact Drawings

STREAM 2
NON- BUFFERED
STREAM 3
NON - BUFFERED
STREAM 4
NON- BUFFERED
STREAM 5 1
NON- BUFFERED ' A
STREAM 9
- NON- HUFFERE�
STREAM 10
l NON- BUFFERED
STREAM 11
NON-BUFFERED
STREAM 12
NON- BUFFERED
STREAM 13
NON - BUFFERED
STREAM 1
NON- BUFFERED
STREAM 6
NON - BUFFERED
STREAM 7
NON- BUFFERED
STREAM 8
�-.;�,
STREAM 24
NON- BUFFERED ,
NO IMPACT yr
r
trr y
�` 1,��
STREAM 23
EE SHEET 14
STREAM 25 J�
G'4�T
w
a
EE SHEET 13 ' YI
STREAM 20
x�
SHEET 15;';'
�u�� : STREAM 25A
EE SHEET 12
a STREAM 19
EE SHEET 16
STREAM 13A
v N>]N- BUFFERED _ -
STREAM 25
SEE SHEET 11
SEAM 33
PREVIOUSLY
PERMITTED
STREAM 32
SEE SHEET 5
STREAM 14
EE SHEET 25
STREAM 14 V
EE SHEET
TREAM 14, 15 do 15A " 11 ? ='i -> y STREAM 27 ��-
SEE SHEET 23 EE SHEET 10
,-_' --•y- - [.j. -cs:. �f�L:� •� , r:F'.ti .ter'' ..
,-
STREAM 14 J =Y
EE SHEET 22 STREAM 28
STREAM 16
FS
EE SHEET 9
EE SHEET 17
STREAM 14 .;,.- STREAM 29
STREAM 21 8c 22 5EE SHEET S Ic 5EE SHEET 21 k 7 +r. STREAM 17A NO IMPACT
��, EE SHEET 1 B
STREAM 16 x \ r
EE SHEET 24 STREAM 17 1 ��
EE SHEET 19 %
i�
STREAM 37
SEE SHEET 2
STREAM 35
SEE SHEET 3
STREAM 34 f
SEE SHEET 4
�•x
RSSkTE 65
STREAM 31
SEE SHEET
STREAM 3D
SEE SHEET
JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 332
HIGH POINT LA TERAL
Rf W RECLAMATION PROJECT
IR# 0426361
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY &
RAND OLPH COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 1 OF 25
Land N.C. License No. C -IM2
GRAPHIC SCALE Re iona1 S Inc,
51000 0 2,500 5,000 ia,000 20.900 8642 WEST MARKET STREET, SUITE 100
11 1 11111111%e� 111111 GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
( IN FEET )
I inch = 5,0001t.

'~R 16.7 5p PIV Rte, It
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r —
ti � I
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r "'Co r 4 N. 809,768.435
E: 1.736,566.912
12" CROSSING
GRID N: 809748.0719
tf
►} �I► GRID E: 736 85.445
AREA OF d U i
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CONVERSION ►
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cb z r
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DAVID H. GRIFFIN
D.B. 6888 PG, 2515
U
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�k C9 MATTOCKS FAMILY FARM LLC
7s S 30, p�yG 1 I D -8. 6735 PG. 1248
10.6 GRAPHIC SCALE
r av � ❑ 15 3o sv
( IN FEET )
1 inch = 30 ft.
120
LEGEND:
-- - - - - -- EXISTING PING RIGHT OF WAY
— — — TOP OF STREAM BANK
G GAS LINE
— - - — ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
xf EDGE OF ZONE 1 BUFFER
Z2 EDGE OF ZONE 2 BUFFER
" " " " ' DISTURBANCE LIMITS
-O O FENCE LINE
® PERMANENT CONVERSION AREA
NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
15' FROM EITHER GAS LINE
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
HEREON IS FROM DIRECT FIELD DATA COLLECTED SPRING
OF 2 13-
rJ-ErFn S. 5f.4ITFI, L-4464
STREAM BUFFER IMPACT
ZONE 1 ZONE 2
PERMANENT
56 SF 23 SF
CONVERSION AREA
JURISDICTIONAL BOUNDARIES
OF
LINE 333 &- 332
HIGH POINT LATERAL
R1W RECLAMATION PROJECT
IR# 0426361
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 2 OF ,25
Regionai Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 160
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

('k 12" CROSSING
N. 807,807.234 '
E: 1,736,000.536
8" CROSSING
N. 807 593.971
E: 1.M,
Cb
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PIN: 7830579430
CHARLES ROSS HENNIS &
WANDA E. HENNIS
D.B. 7017 PG. 2185
r4.115034,1141
-- - - - - -- EXISTING PNG RIGHT OF WAY
TOP OF STREAM BANK
GAS LINE
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
�1 EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
, DISTURBANCE LIMITS
FENCE LINE
' I
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]g,5� SQ' p�G � � ►I
1 g 5 %WI
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— �-
PIN: 7830883004
DAVID H. GRIFFIN &
DONNA P. GRIFFIN
m D.B. 6324 PG. 1023
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AREA OF
PERMANENT CONVERSION
PIN: 7830670420
I► CHARLES ROSS HENNIS &
L� ►► WANDA E. HENNIS
ra ' I► D.B. 7017 PG. 2185
® PERMANENT CONVERSION AREA
c
z
STREAM BUFFER IMPACT
LONE i
ZONE 2
PERMANENT
303 SF
249 SF
CONVERSICN AREA
GRAPHIC SCALE
36 p 15 31) d0
( IN FEET )
1 inch � 3 0 ft.
123
n
NOTE: f
DISTURBANCE LIMITS NOT TO EXCEED '
15' FROM EITHER GAS LINE
/SITE
m
MA
SCAU
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVIS*N AND THAT THE STREAM BANK DATA SHOWN
HEREON FRfl1A DIRECT FIELD DATA COLLECTED SPRING �15`{�AnOr,`j�f`
R 3 sM LS L asa SEAL
L-4464
.9 -
-'k L- 446 4
Z
rff "frl,fRly IS,`,�4, ;k
JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 33,E
HIGH POINT LATERAL
R/W RECLAMATION PROJECT
IR# 0426361
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 3 OF 25
Land + N.C, License No. C -1362
' Y Reionai Surve ors, Inc.
�
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27403
TELEPHONE [phone]

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rt ¢ Sp +°NO �J E:1,735,847.421
R/W �Ir
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72 72 22 72 0 1 2 - 18" STEEL PIPES
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(� 12" CROSSING
M; 807130.077
►r. E:1 35872.712
1_
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CHARLES ROSS HENNIS &
WANDA E. HENNIS
II D.B. 7017 PG. 2165
L) +
5 - �
to
LIN
PIN; 783056OB150HARLES -9
CHARLES ROSS HENNIS & ,
WANDA E. HENNIS
D.B. 7017 PG, 2185
LEGEND:
-- - - - - -- EXISTING PING RIGHT OF WAY
TOP OF STREAM BANK
G GAS LINE
ROAD RIGHT OF WAY
HOODS LINE
PROPERTY LINE
r EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
' " """" . DISTURBANCE LIMITS
-o —a FENCE LINE
Quo r
4�15•�t 7 � �_
Ld r 7+
C) `-' C� Iy1,l71 -%1 ��1
l v r x1 �rt
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0y o. 12-
fix` 50' PNG RAW
-i 4.2 1 C7 t
t
t �
1 �
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1 ry 0 jy
PERMANENT CONVERSION AREA
30
STREAM BUFFER 1MPACT
ZONE 1
ZONE 2
PERMANENT
108 SF
40 SF
CONVERSION AREA
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 it.
120
NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
15' FROM EITHER GAS LINE
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER TAY
SUPERMS[}N AND THAT THE STREAM BANK DATA SHOWN
HEREON IS FROM DIRECT FIELD DATA COLLECTED SPRING `��� +��'lllll + +�JJrJf
OF 2:�� ` �N CA P0. �•`fr
. , C f
Y 5. PLS y 6I ��� RO�ESSjgtiq� '=
SEAL Y�
-' L -4464 `* -
JURISDICTIONAL BOUNDARIES
OF
Lr AT E 33 3 O 332
2
HIGH POINT LATERAL
R%W RECLAMATION PROJECT
IR# 0426361
PIEDMONT NATURAL GAS
COMPANY, INC,
GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 4 OF 25
Land Surveyors, N,C. deenae No. C -1362
g Re lanai Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

F
AREA OF
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JEFFERY ALAN MEREDITH &
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` D.B. 7484 PG. 15 00
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jl CARL K. ROGERS & HERMAN
it C. ROGERS
rrrrf 13 AREA OF D.B. 3056 PG. 264
rr' i PERMANENT CONVERSION
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-- - - - - -- EXISTING PNG RIGHT OF WAY
-- — — TOP OF STREAM BANK
G GAS LINE
— — — — ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
2t EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
. • . • • .. "' • ' DISTURBANCE LIMITS
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® PERMANENT CONVERSION AREA
30
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ZONE 1
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129 SF
112 SF
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GRAPHIC SCALE
15 30 60
( IN rEET )
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120
NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
15 FROM EITHER GAS LINE
SITE
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I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
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PIEDMONT NATURAL GAS
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GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 5 Of 25
Land N.C. Ll"nse No. C -1352
Re iana1 urve ors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE (336) 565 --8155

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PIN: 7729969353
VEST COMPANIES LLC
O.B. 7489 PG, 3065
PERMANENT CONVERSION AREA
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ZONE 1
ZONE P
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224 SF
147 SF
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GRAPHIC SCALE
30 0 15 30 60
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inch = 30 ft.
120
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PIEDMONT NATURAL GAS
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GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 6 OF 25
N.C. Llcenee No. C -136
2
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

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21 EDGE OF ZONE 1 BUFFER
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® PERMANENT CONVERSION AREA
30
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ZONE 1
ZONE 2
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261 SF
282 SF
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' ' 0:
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120
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PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 7 OF 25
Regionai Land Surveyors, N.C. LIcen xe N o. C -1362
Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
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PIEDMONT NATURAL GAS
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GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 6 OF 25
Land N.C. Lleenoe No. C -1362
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8842 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
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N: 793, 284.440
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D.B. 2805 PG. 375
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188 SF
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IR# 0426361
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
HIGH GH POINT, NORTH CAROLINA
SHEET 9 OF 25
a No. C -1352
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
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PIN: 7729530577
MARTHA C. MODLIN &
LAWARENCE E. MODIN
Q.B. 7084 PG. 1258
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-- -- - - -- EXISTING PNG RIGHT OF WAY
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JURISDICTIONAL BOUNDARIES
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PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
SHE, E T 10 OF 25
Land Re lonai urvc ors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

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N: 793, 451.204
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vo ' / - ROBERT L. SLATE &
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II 1 I1
® PERMANENT CONVERSION AREA
( IN I'E1;T )
I inch = 30 ft.
NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
15' FROM EITHER GAS LINE
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOYIN
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130
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L -4464: _
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LINE 333 & 33,E
HIGH POINT LATERAL
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IRS 0426361
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
SHEET r r OF 25
N.C. License No. C -1362
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

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r CHARLES A. SHACKELFORD, SR & �,
JOHN C. SHACKLEFORD, SR. `.
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53 1 0 �4 j ' IN, -- - - - - -- EXISTING PNG RIGHT OF WAY
PIN: 7729203105 I z = f — — — TOP OF STREAM BANK
ERVIN R, CECIL, SHIRLEY F. CECIL, � I `+� � PIN: 7729300139 G cAS LINE
BOBBY L. CECIL & NANCY K. CECIL I JOHN CLIFTON SHACKELFORD & _ _
ROAD RIGHT OF WAY
D.B. 3730 PG. 1990 i BETTY L. SHACKELFORD
CD
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PIEDMONT NATURAL GAS
COMPANY, INC.
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
284. SF
203 SF
CONVERSION AREA
GRAPHIC SCALE
zo 0 15 So so 120
( IN FEET )
1 inch = 30 it,
GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 12 OF 25
N,C. License No. C -13621
Regionai hand Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

1
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' PIN: 7728181881
DONALD W. CRAFTON &
l MARY L. CRAFTON
D.B. 1790 PG. 465
AREA OF
PERMANENT
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8" CROSSING
N: 788,708.030
E; 1,721,273.594
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17.7' 26.8' 11
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STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
273 SF
536 SF
CONVERSION AREA
PIN: 7728284728
FIRST CHURCH OF GOD
IN HIGH POINT
D.B. 1229 PG. 323
LEGRIVD:
NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
IV FROM EITHER GAS LINE
I HEREBY CERTIFY THAT A SURVEY WAS MADE CINDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
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PROPERTY LINE
z1 EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
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® PERMANENT CONVERSION AREA
GRAPHIC SCALE
34 0 15 30 50
( IN FEET)
1 inch = 34 ft.
120
JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 33,E
HIGH P0INT LATERAL
RIW RECLAMATION PROJECT
IR# 0426361
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD C0UNTY
HIGH POINT, NORTH CAROLINA
SHEET 13 OF 25
N.C. License Nn. C -1352
Surveyors, Re ' lanai Land Inc.
�
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

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PIN: 7728151805
RONALD MOSLEY & � f� NCTE'
SUSAN R. MOSLEM ]g 8. ► o DISTURBANCE LIMITS NOT TO EXCEED
D.B. 2204 PG. 514 !
,z 15 FROM EITHER GAS llNE
8" CROSSING
N: 785,827.075
E. 1,721,285-787 ►
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f r► C� MARC J. MIZE &
l q ► ANGIE T. MIZE
!r► (� ►r ❑.9, 1874 PG. 719
spy C.5
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PIN: 7728151705
CITY OF ARCHDALE ay -
D.B. 1748 PG. 56B
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PIN: 772B151644 I I" f rr _
THOMAS J. WELCH & 1
DIANE P. WELCH j w �► I
D.B. 1884 PG. 1864 ► f
► J 0 !
► r! PIN: 7728152529
! ,! DOLAN K. BYERLY&
►! r�1 r MELISSA T. BYERLY
►! �2. ¢� r► D.B. 1952 PG. 3448
0
So,
PIN: 7728158631
CITY OF ARCHDALE
D.B. 1956 PG. 1143
\1 12" CROSSING
N: 785, 818.407
E: 1,721,307.613
AREA OF
PERMANENT
CONVERSION
STREAM BUFFER IMPACT
ZONE 1 ZONE 2
PERMANENT
84 SF 0 SF
CONVERSION AREA
1
1
HERESY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
HEREON IS FROM DIRECT FIELD DATA COLLECTED SPRING ��1j141 Iitr!!!!f
aVEss'ro�;
JEFFE 5. SMITH, PLS L 4 4 _ q4
=* SEAL :*
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PROPERTY LINE
�1 EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
' " " "'•'. • DISTURBANCE LIMITS
-O —Q FENCE LINE
® PERMANENT CONVERSION AREA
GRAPHIC SCALE
30 0 15 30 50
( IN FEET )
I inch = 30 ft.
120
,JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 332
HIGH POINT LATERAL
R11V RECLAMATION PROTECT
IR# 0426361
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
HI CH POINT, NORTH CAROLINA
SHEET f4 OF 25
N.C. Lleense No. C -1362
Surveyors, L Re Tonal and Inc.
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8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

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DISTURBANCE LIMITS NOT TO EXCEED
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PIN: 772802OB35
J L DARR & SONS INC �-- Z2 �� xz ■`r �' z G �
Q.B. 1151 PG. 92
O � rrr . � • • frf \
"_ � - � I � � r • • —��+� rrr � ' � 1
" ^'C`'1` �� '� -rye � .. �•. �_- — �i J � �ti
-rr �•, -- 8" CROSSING
_ W 782,773.083
_ rrr S- �v,1�a`� f ,• �� - ❑ E: 1.720,551,014
r /,,•• �' ` m Go
PIN, 7728020635 G r- i -n II 2�
J L DARR & SONS INC =� xi r ~ r
Q. e. 1151 PG. 92 r , �� � ,� G � x o
I2 ~
4 yr AREA OF
rrr - -r ,4. ••��f��.+� •--F Jr� PERMANENT
CONVERSION PIN; 7728025569
r • � , . • , . • rr L. SCOTT BEAN
Q.B. 7E PG. 150
1 � �U -�' �SE� ,� • •'• %2 LEGEND:
il G i .rrr
STREAM BUFFER IMPACT
?ONE 1
ZONE 2
PERMANENT
5d6 5F
53 SF
CONVERSION AREA
''• ` r __ ___ JURISDICTIONAL BOUNDARIES
-' • • • • `r
F • • ,,i� . -� — EXISTING PNG RIGHT OF WAY
�• •• f • • • • •- �
PIN: 772$D24�}5 TOP OF STREAM BANK LINE q r�OrF� p, r� r� r�
.- `� , • • =� �.�� L. SCOTT BEAN \ — G GAS LINE LI V E �J e� �7 CAL r,7 e> �G•
r D.B. 7E PC. 150 ROAD RIGHT OF WAY
G ? � 2? _I . �-, rr r• 4 HIGH POINT lH TE I1 L PRa r rr LI NE
R/W RECLAMATION PROTECT
TI EDGE OF ZONE 1 BUFFER IR# 0426361
` G) LO \ . . •
. zz EDGE OF ZONE 2 BUFFER
rrr PIN: 7728023369 .• • • ' ' DISTURBANCE LIMITS PIEDMONT NATURAL GAS
-r RUTH AILEEN BAILEY - FENCE LINE COMPANY, INC'',
rr Q.B. 1949 PG. 1219
I HEREBY CERTIFY THAT A SURVEY WAS MADE LINGER SAY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
HEREDN IS FROM YIRFCT FIELD DATA COLLECTED SPRING 1�,�tC 1110/rff�y
5 �ti� �� •�� E551 �I� . rF
Y S. SMI R'PLS L 4 ;'q4 ('•� _
SEAL
i L- 4454 '*
rZ
y 15l lc� ���.•
® PERMANENT CONVERSION AREA
GRAPHIC SCALE
30 0 IS as E
( IN FEET )
1 inch = 30 ft.
+2n
HIGH
GUILFORD COUNTY
POINT, NORTH CAROLINA
SHEET f5 OF 25
N.C. Lleenee Na. C -1361
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
15' FROM EITHER GAS LINE
AREA OF
PERMANENT
CONVERSION
r
LA
J- W
J �
r -r f
•- G
GAG I°
� JJ
r
C1�4 ---0 r!!
J
PIN: 7718915711
HAfELE AMERICA GO Kr
D.B. 1443 PG. 132 '
I �
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OHO —bl0 �`- - -JJ -J PIN: 7718915711
HAFELE AMERICA CO
D.B. 1443 PG. 132
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
OFR� 1 FROM DIRECT FIELD DATA COLLECTED SPRING ti -\ iA CARO "',,
5 -,
S. SMI PLS fi #Q.44ar�E Slp,�gf/ r
SEAL ;*_=
L-4464 -
E, ��E� Y 15`i1`\\�,.
J
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• �� J J
11�� JJ
!r
r
.lrr 20'
ZONE 2
71�NE 1
13UFFER
t
('L 8" CROSSING
N: 751,47 8.139
E: 1, 719, 831.783
PIN: 7728003904
JAMES F. COX
D.S. 1695 PG. 930
LEGEND:
-- - - - - -- EXISTING PNG RIGHT OF WAY
— -- — TOP OF STREAM BANK
(, GAS LINE
- - — ROAD RIGHT OF WAY
WOODS LINE
- PROPERTY LINE
71 EDGE OF ZONE 1 BUFFER
T2 EflGE OF ZONE 2 BUFFER
' " """" ' DISTURBANCE LIMITS
-❑ —C— FENCE LINE
® PERMANENT CONVERSION AREA
GRAPHIC SCALE
30 0 15 30 50
( IN FEET )
1 inch = 30 ft.
120
i
4-
� SITE
I VICINITY MAP I
(NOT TO SCALEi
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT 1356 SF
857 SF
CONVERSION AREA
JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 332
HIGH POINT LATERAL
RIW RECLAMATION PROJECT
IR# 0426361
PIEDMONT NA T LIRA L OAS
COMPANY, INC.
RANDOLPH COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 16 OF 26
N License No. C -1307
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

I
f NOTE:
DISTURBANCE UMITS NOT TO EXCEED
15' FROM EITHER GAS LINE
I r
^J I8" CRoSSING `
PIN: 7716915711 ! N: 781,365.521
HAFELE AMERICA CC f E: 1,719,285.749
Q.B. 1443 PG. 132 ti t - -- - r - _ _
11 �
SUFFERS __- --------------------
-
AREA OF 20' l s
PERMANENT ZONE 2 30 _____- - ran Gr
CONVERSION ZQNE G G
L xr p
CA 0
ac [SVE fICjE}
—_0 0 --- -J—r ~ 15 _Lp A `�
r —___ � � PIN: 7718915711
�Q , HAFELE AMERICA CO
tr 1 D.B. 1443 PG. 132
I
I HEREBY CERTIFY THAT A SURVEY WAE MADE LINGER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
HEREON IS FRD)h DIRECT FIELD DATA COLLECTED SPRING -�ii1����1�!{J
r` r
t �`` off` •Q��ssra;� �� �=
r SL11 TH, E L— 84
* SEAL * =
- L -4464 -
yIS ►������`R4
J
1
foards,1101
STREAM BUFFER IMPACT
PONE 1
ZONE 2
PERMANENT 1629 SF
663 SF
CONVERSION AREA
— - - — GAS LINE
GRAPHIC SCALE
30 0 15 30 ec
(IN FEET )
1 inch = 30 ft.
120
Land N.C. Ll.n . No. fr1362
Re iona1 S Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE (336) 655 --8155
JURISDICTIONAL BOUNDARIES
— — EXISTING PNG RIGHT OF WAY
OF
LINE 333 33,E
TOP OF STREAM BANK
ck
— - - — GAS LINE
HIGH POINT LATERAL
ROAD RIGHT OF WAY
WOODS LINE
R%W RECLAMATION PROTECT
zs PROPERTY LINE
IRS# 0426361
EDGE OF ZONE 1 BUFFER
...... I • " EDGE OF ZONE 2 BUFFER
PIEDMONT NATURAL GAS
-o o DISTURBANCE LIMITS
COMPANY, INC.
FENCE LINE
RANDOLPH COUNTY
® PERMANENT CONVERSION AREA
HIGH POINT, NORTH CAROLINA
S'HE'ET 17 OF 25
GRAPHIC SCALE
30 0 15 30 ec
(IN FEET )
1 inch = 30 ft.
120
Land N.C. Ll.n . No. fr1362
Re iona1 S Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE (336) 655 --8155

4
C
r
PIN: 7718816319 {
HAFELE AMERICA CO 8" CROSSING
D.B. 1654 PG. 1322 N: 781,320.471
E: 1,718,875.123
AREA OF
PERMANENT
CONVERSION
G
�I
�i �
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Ex. BwGASG
p15TORBA „ G+
{5EE NOTE} 1. 1 1 • • �.
I
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2
PIN: 7718915711
r
HAFELE AMERICA CO
___ _ -- - 'ti�� p�� hje�, Q D.B. 1443 PG. 132
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
HHEEREON IS FROM DIRECT FIELD DATA COLLECTED SPRING
Y S. SM1 PLS t-4494
SEAL� —_
-'k L-4 64
000jiIIIII��1
NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
15' FROM EITHER GAS UNE
l
LEGLATD:
J - -- EXISTING PNG RIGHT OF WAY
J — TOP OF STREAM BANK
J, GAS LINE
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
21 EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
..... • • . .. DISTURBANCE LIMITS
-o—o— FENCE LINE
® PERMANENT CONVERSION AREA
GRAPHIC SCALE
30 0 }5 30 SO
( IN FEET )
inch = 30 ft.
120
STREAM BUFFER IMPACT
ZONE 1
1 ZONE 2
PERMANENT
1028 5F
641 5F
CONVERSION AREA
JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 332
HIGH POINT LATERAL
RIW RECLAMATION PROJECT
IR## 0426361
PIEDMONT NATURAL GAS
COMPANY, INC.
RAND OLPH COUNTY
HIGH POINT, NORTH CAROLINA
SHEET' 18 OF 25
Sarveyors, N.C. License No. C -1382
Ro ional Land In o.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

1
s" CROSSING
N: 781.261.319 _
E: 1, 718, 630.394
PIN: 7718915711
HAFELE AMERICA CO
D.B. 1443 PG. 132
� f
!J
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N Jf
F
J r C2
r
[J /I
G G cp
J +
r' {L4V
NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
15' FROM EITHER GAS LINE
AREA OF
o �� tiny PERMANENT
CONVERSION
• � �G �
I rrJ j $A GRS 7—
rr Ln
F
{
r�
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ry rrr / I/ � p rrr
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F � r
J J
I 4
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1 / I PIN• 7718915711
HAFELE AMERICA CO
Q.B. 1443 PG. 132
a 20' - 30 '
Gti ZONE 2 - ZONE 1
MQ'I BUFFER —I
r I
rF
i J '
rsJr ' I I
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER FAY
SUPERVISION AND THAT THE STREAM HANK DATA SHOWN i1ykIIIIrIF��
HERE IS FROM DIRECT FIELD DATA COLLEC1ED SPRING NNIL � CARd�I /rrff
pL
's's�oti9� JJy
Y S. SF11 PLS L-4464 {'•�
— SEAL
— * L -4464
-R
36
' J
✓✓O Jr 1
rr
�r
1
LEGEND:
-- - - - - -- EXISTING PNG RIGHT OF WAY
— TOP OF STREAM BANK
(, GAS LINE
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
iI EDGE OF ZONE 1 BUFFER
Z2 EDGE OF ZONE 2 BUFFER
' • " • • ' • " • DISTURBANCE LIMITS
-o -4 FENCE LINE
® PERMANENT CONVERSION AREA
GRAPHIC SCALE
15 30 50
( W FEET.' )
1 inch = 30 ft.
1211
STREAM BUFFER IMPACT
ZONE 1
FZONE 2
PERMANENT
0 5F
64 51
CONVERSION AREA
JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 332
HIGH POINT LATERAL
R1W RECLAMATION PROJECT
IR# 042636t
PIEDMONT NATURAL GAS
COMPANY, INC.
RANDOLPH COUNTY
HIGH POINT, NORTH CAROLINA
SHEEN' 19 OF 25
Land .Y N.C. Llewse No. C -1362
Re 1ona1 Surve ors, Inc.
g
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

LL)
z
z zs
N
LdI-
Lil
x
U)
NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
15' FROM EITHER GAS LINE
PIN. 7718717207
— ; WELLS FARGO BANK NA %~
DB 2330 PG. 138 �-
AREA OF AREA OF
r PERMANENT 8' CROSSING PERMANENT
CONVERSION N: 781,119.858 CONVERSION
E: 1,718,054, 203
57FiEAM #14
r
,�% DISTURBA _ - - -
�h3 7�iN T rte �� LI M I T5 �' E S" GAS LIG G G —
ra (SEE NOTE)
z L) I rr
............................'v '� ............. ...,........ 1....................... .............. .................�... � ............ .............,,I..�.,..,..,..,. .� a
i to
zI x zi z7 rs ZI — xi ZI — z7 x1 . �
I.
8 34.
okt_ _
LLI 20' ZONE 2 ~ 30, `'Q' BUFF ZONE �1f
ZONE
T F�
� iL'GE11'D: I � f
--- -- - - - -- EXISTING PNG RIGHT OF WAY
— ' ' — — TOP OF STREAM BANK
GAS LINE
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
EDGE OF ZONE 1 BUFFER
_2 EDGE OF ZONE 2 BUFFER
....... DISTURBANCE LIMITS
-o —o— FENCE LINE
® PERMANENT CONVERSION AREA
-�50'I BUFFER
PIN: 7718800841
' I WILLIAM A. ALDRIDGE &
1 ELIZABETH H. ALDRIDGE
DB 1095 PG. 598
STREAM BUFFER IMPACT
LONE 1
ZONE 2
PERMANENT
CONVERSION AREA
g,g91 SF
1,427 SF
NOTE:
TOTAL PERMANENT CONVERSION AREA
FOR STREAMS 14, 15, 15A, & 16 AS
SHOWN ON SHEETS 21--26
HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERV 10N AND THAT THE STREAM BANK DATA SHDwN
REG FLED f5 FROM DIRECT D DATA COLLECTED SPRING
OF ti�HICAR
Y S. SMI PLS 4464
*; 4 SEAL *=
= L- 4464
iz
i Is� �
10 kotl
30 ❑ 15 30 60
( IN FEET )
1 inch = 30 ft.
720
oH��Ne of
SITE
I
INITY MA
T TO SCALE
JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 332
HIGH POINT LATERAL
RIW .RECLAMATION PROJECT
IR# 0426361
PIEDMONT NATURAL GAS
COMPANY, INC.
RANDOLPH COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 20 OF 26
Land ��rr N.C' Y Na. C -1362
Re lonai �]urve ors, Inc.
�
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27405
TELEPHONE [phone]

U
z
NOTE:
f DISTURBANCE LIMITS NOT TO EXCEED
PIN: 7718717207 15' FROM EITHER GAS LINE
WELLS FARGO BANK NA
DB 2330 PG. 138
AREA OF P RMANENT 8> CROSSING
CONVERSION N: 78 AREA OF
E: 1,7177,,5555 7.37.37 1 PERMANENT
CONVERSION
•t �
�7
IN d
} •/ • • . ....... ...... . , .................. .....:
ai m` .' .I e ! _ STREAM 014 IT f DISTURBANCE!
G G — G ti — , —L LIMITS
f Ex. 8" GAS LINE ! (SEE NOTE}
z T�17
_
.L°n �........ ............... ...� .............................. ............. }.......................... ............................... b. W .........................
=1 � r1 a1 n ^ Zs r z1 x
f x+ �r r
60, Z r 22 ! 72 24 22 ZS - ^� Y2 ` 72 7Z 22 —Z2 Z2
LO
+ (j• �� 2 d.
r
PIN: 7718605686 w
THOMAS W. BOULOIN & N
�f BETTY T. BCULDIN
LEGEND: D.B. 2293 PG. 47
-------- EXISTING PNG RIGHT OF WAY
-- • — TOP OF STREAM BANK
G GAS LINE.
-- - - — ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE STREAM BUFFER IMPACT
Zt EDGE OF ZONE 1 BUFFER I ZONE 1 ZONE 2
EDGE OF ZONE 2 BUFFER PERMANENT SEE SHEET 21
" "" " "" DISTURBANCE LIMITS CONVERSION AREA
-O ❑— FENCE LINE
® PERMANENT CONVERSION AREA
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION ANO THAT THE STREAM DANK DATA SHOWN
HEREON 15 FROM DIRECT FIELD DATA COLLECTED SPRING 1� +�1IIIIl�111f1
OF 2413. ��� `' �+A
�! 1�1� �¢¢OFE..... f GRAPHIC SCALE
S.
SMITH. 5 L— ae4
SEAL ` — }o o 15 8D
-_ L -4464 * _
IN FEET
y IS0c? \� ;�`
1 inch = 30 fit,
I 10
120
72 —
F-
W
w
x
rn
JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 332
HIGH POINT LATERAL
RIW RECLAMATION PROJECT
IR# 0426361
PIEDMONT NATURAL CAS
COMPANY, INC.
RANDOLPH COUNTY
HICH POINT, NORTH CAROLINA
SHEET 21 OF 25
Land O. L "6" Me. C -1352
Re ionai Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
15' FROM EITHER GAS LINE
f o❑ 1
PIN: 7718518165
SALAM LEASING CORP I
D.B. 1152 PG. 887 PIN: 7718712037
n J PIEDMONT NATURAL GAS CO INC -
o I DB 1152 PG. 54
i f - -
p� o _ GAG G
[� UZ CZ z: Joy °�� �
-.22 -�_-_� ----------------- -------- ------ - ----- _
m o DISTURBANCE �a�rD -ti=r u GAG
—G G�� LIMITS G G���G� ►x -_�
la. +ate + (SEE NOTE) qqq����°°° "' .,• _
tr
m o ,n to 1 -
AREA O
�MEAM 014 _- - PERMANENT
-
-- _- °- - - - - - - -- - - - - -�- ----- --- - - - - -- __�__� -- - - - - -- - CONVERSION
---------- ' D
r \
LEGEND:
-- - - - - -- EkISTiNG PNG RIGHT OF WAY
v � - — TOP OF STREAM BANK
G GAS LINE
ROAD RIGHT OF WAY
WOODS UNE
PROPERTY LINE
z1 EDGE OF ZONE i BUFFER
EDGE OF ZONE 2 BUFFER
' " " " "" ' DISTURBANCE LIMITS
-o —o— FENCE LINE
PERMANENT CONVERSION AREA
� r
PIN: 7718605686
THOMAS W. BOULDIN &
BETTY T. BOULDIN
D.B. 2293 PG. 47
STREAM BUFFER IMPACT
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
HEREON IS FROM DIRECT FIELD DATA COLLECTED SPRING I'qR
ZONE 1 I ZONE 2
PERMANENT
SEE SHEET 21
CONVERSION AREA
RY S S , PLS L44464
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
HEREON IS FROM DIRECT FIELD DATA COLLECTED SPRING I'qR
OF 201
RY S S , PLS L44464
SEALr
*�
- L -4464 -
rJ�11r�Ry
5
r��111111111111��
GRAPHIC SCALE
m a 15 3C EO
( IN FEET )
1 inch = 34 it.
120
JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 33,E
H-'GH POINT LA TERAL
RIW RECLAMATION PROJECT
IR# 0426361
PIEDMONT NATURAL OAS
COMPANY, INC.
RANDOLPH COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 22 OF 26
11,C, Llc uo Na. C -138
2
Regionai LandSurveyors, Inc.
8642 WEST MARKET STREET. SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

R
1
f�J
NOTE:
DISTURBANCE LIMITS NOT TO EXCEED
15' FROM EITHER GAS LINE
PIN: 77186122-06
WAYNE BUILDING LIMITED
PARTNERSHIP
D.B. 1908 PC. 392
zz -� zz ilz I
1 A
i2 lY —
T-3-
�7
a
P
j
STREAM X15 — _ —� — + ry ¢
`n •C� ����� ��,
AREA
:� � �
PERMANENT
• STREAfs 1114 CONVERSION
r� __ — - -- — — -
- —___ _ PIN: 7718605665 8" CROSSING
THOMAS W. BOULDIN & N: 783,049.791
r' BETTY T BOULDIN E. 1,716,2152.790
�f en ¢
N
r w =z
STREAM BUFFER IMPACT
ZONE 1 j ZONE 2
PERMANENT
SEE SHEET 21
CONVERSION AREA
1 HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
HEREO FROM DIRECT FIELD DATA COLLECTED SPRING 1���titllllllArr' ►I�,'
OF :l tit�- � lt->1 CryRO� rlf�r'
Y S. SMITH Ls -4 6¢ -r SEAL F
L -4464
•., �R Y S ,,,
��'�frrl111111�'�
30
D.B. 2293 PC. 47
-- - - - - -- EXISTING PING RIGHT OF WAY
— ' — '' — TOP OF STREAM BANK
Ci GAS LINE
ROAD RIGHT OF WAY
WOODS UNE
PROPERTY LINE
EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
• •' • "" • • • • DISTURBANCE LIMB'S
-o —o FENCE LINE
PERMANENT CONVERSION AREA
GRAPHIC SCALE
0 15 30 6O
( i N FEET )
inch � 30 ft.
120
EK• af GAS �f1+1E
C. G%�
w �
Lji
JURISDICTIONAL BOUNDARIES
OF
LINE 333 & 332
HIGH POINT LATERAL
RIW RECLAMATION PROJ'E'CT
IR# 0426361
PIEDMONT .NATURAL GAS
COMPANY, INC.
RANDOLPH COUNTY
HIGH POINT, NORTH CAROLINA
SHEET 23 OF 25
,C, License Nn. C -1362
Regionai Land Sirveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

30
LE GE'ND:
EXISTING PING RIGHT OF WAY
— — ' ' — TOP OF STREAM BANK
G GAS LINE
- T ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
EDGE OF ZONE i BUFFER
Z2 EDGE OF ZONE 2 BUFFER
""" "" . DISTURBANCE LIMITS
-o —o— FENCE LINE
® PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE T I ZONE 2
PERMANENT
SEE SHEET 21
CONVERSION AREA
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHDWN
HEREON IS FROM DIRECT FIELD DATA COLLECTED SPRING
OF 2
gPtjRY 5. 5 TH, PLS L 4464
f
NOTE:
DISTURBANCE LIMITS NOT TD EXCEED
15' FROM EITHER GAS LINE
l PIN: 7718612206
f WAYNE BUILDING LIMITED
PARTNERSHIP f�
F l D,8. 1908 PG. 392
ry 4 z
z PIN: 7718516091 4 tf
° J L DARR & SONS INC <
— r D.B. 1137 PG, 995
T � � I
AREA OF fr
PERMANENT f'
r CONVERSION 0- �•``
� N fiti yr• � ..
8" CROSSING �► r rf +G
N: 780,985.504 G f r r
E: 1,715,997.+179 -'�n o L< rrr `}v°`- C7f
t�
'01/
f
f ffY � ' �• rl Ln C11
Ld
PIN: 7718505686 µi4 rf �, r W
Li
THOMAS W. BOULDIN & S��A. • jr Q �`' f'
BETTY T. BOULDIN ff ¢��5,�•'�.. < <"
D.B. 2293 PG. 47 , I,�]�� r f t1 �iti
fr
f
f r 22
' AREA OE
/ PERMANENT G
� �f
CONVERSION
r r •..� � 7.2 rfr
���`� r fr'r JURISDICTIONAL. BOUNDARIES
f r Q OF
�� LINE 338 &e 33+2
HIGH POINT LATERAL
�' • �' I �, rr� ,� R/W RECLAMATION PROJECT
IR# 0426361
' PIEDMONT NATURAL GAE
°yk 0. '�+� f' COMPANY, INC.
' fir RANDOLPH COUNTY
r' �� HIGH POINT, NORTH CAROLINA
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GRAPHIC SCALE
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SHEET 24 OF 25
N.C. Ll"""" No. C -1362
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

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Land Surveyors, N.C. Llkense No. C -1262
Re ional Inc.
8642 WEST MARKET STREET, SUITE. 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

Appendix V:
Mitigation Letter

Statement of Compliance with Session Law 2009 -337 An Act to Promote
the Use of Compensatory Mitigation Banks and SL 2011 -343.
(link to SL 2009 -337) (link to SL 2011 -343)
Prior to accessing the Ecosystem Enhancement Program (EEP) In -Lieu Fee Mitigation Program, all
applicants requesting wetlands, stream and/or riparian buffer mitigation are now required by law to
comply with Session Law 2009 -337 An Act to Promote the Use of Compensatory Mitigation Banks as
well as Session Law 2011 -343, which made changes to the operation of the NCEEP. All new requests
submitted on or after June 27, 2011 MUST include this form signed and dated by the permit applicant or
an authorized agent. Please refer to DENR's Implementation Polio for more detailed guidance.
Compliance Statement:
I have read and understand SL- 2009 -337 and SL- 2011 -343 and have, to the best of my
knowledge, complied with their requirements. I understand that participation in the
NCEEP is voluntary.
Please check all that apply:
Applicant is a Federal or State Government Entity or a unit of local government
meeting the requirements set forth in G.S. 143 - 214.11 (as amended by SL 2011-
343) and is not required to purchase credits from a mitigation bank.
X There are no known mitigation banks with the requested credit type located in
the hydrologic unit where this impact will take place (link to DWQ list) (see
"approved mitigation bank" link under "Options for compensatory mitigation" heading)
I have contacted the mitigation bank(s) in the hydrologic unit where the
impacts will occur and credits are not available.
The DWQ or the Corps of Engineers did not approve of the use of a mitigation
bank for the required compensatory mitigation for this project.
Note: It is the applicant's responsibility to document any inquiries made to private
mitigation banks regarding credit availability.
I have read and understand EEP's refund policies (attached)
initial here
Signature . #: plicant or Agent
08.12.13
Date
PNG Line 333 & 332 — High Point Lateral
Project Name
Joey Lawler
Printed Name
High Point, N.C.
Location

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN -LIEU FEE REQUEST FORM
Revised 8/11/2011
Print this form, fill in requested information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-
1652, fax to 919 - 715 -2219, or email to kelly.williams(a)ncdenr.gov. Attachments are acceptable for clarification purposes (location
map or lat long is required). Review meetings are held on Tuesday afternoons. Information submitted is subject to NC Public
Records Law and may be requested by third parties.
CONTACT INFORMATION
APPLICANT'S AGENT (optional)
APPLICANT
1. Business or Individual Name
S &ME, Inc.
Piedmont Natural Gas
2. Street Address or P O Box
9751 Southern Pine Boulevard
4720 Piedmont Row Drive
3. City, State, Zip
Charlotte, N.C. 28273
Charlotte, N.C. 28210
4. Contact Person
Joey Lawler, P.W.S.
Jim Kalish, P.E.
5. Telephone Number
704.523.4726
704.731.4598
6. Fax Number
704.525.3953
-
7. E -mail Address (optional)
jlawler(a�smeinc.com
jim.kalish(a�piedmontng.com
15. Non - Riparian Wetland Impact (ac.)
0
16. Coastal Marsh Impact (ac.)
PROJECT INFORMATION
8. Project Name
Line 32 and 33 — High Point Lateral
9. Project Location (nearest town, city)
See Attached Map
* *ATTACH MAP SHOWING IMPACT LOCATION **
10. Lat -Long Coordinates (optional)
11. Project County
Guilford and Randolph
12. River basin & Cataloging Unit (8- digit)
Randleman (Cape Fear — 03030003)
(see Note 1)
13. Project Type * *specify owner type and
Government X Private
write in project type (e.g. school, church, retail,
residential SD, apartments, road, utilities,
military, etc.) **
14. Riparian Wetland Impact (ac.) (e.g., 0.13)
0
15. Non - Riparian Wetland Impact (ac.)
0
16. Coastal Marsh Impact (ac.)
0
17. Stream Impact (ft.) (e.g. 1,234)
Warm
Cool
Cold
0
0
0
18. Riparian Buffer Impact (sq. ft.)
Zone 1: 16,134
Zone 2: N/A
(where applicable)
19. Regulatory Agency Staff Contacts
USACE: N/A
DWQ: Sue Homewood
(Indicate names, if known)
20. Other Regulatory ID Information
(e. g., U SAC E Action ID, if known)
IMPORTANT
Check (�) below if this request is a:
_ revision to a current acceptance, or
_ extension of unexpired acceptance
_ re- submission of an expired acceptance
By signing below, the applicant is confirming they have
read and understand EEP's refund policy posted at
nceep.net
Signature of Applicant or Authorized Agent:
Date: 08A4F.13
Note 1: For help in determining the Cataloging Unit, visit:www.nceep.net or contact EEP
Direct questions to Kelly Williams at 919 - 716 -1921 or kelly.williams(a)ncdenr.gov or to EEP's front desk at 919 - 715 -0476.