20130512 Ver 1_401 Application_20130513

LETTER OF TRANSMITTAL
S &ME, Inc.
9751 Southern Pine Blvd.
Charlotte, NC 28273
[phone]
(704) 5253953 tax
N.C. Division of Water Quality
401 Wetlands Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
WE ARE SENDING YOU: ® Attached
❑ Shop drawings ❑ Prints
❑ Copy of letter ❑ Report
OF
•
DATE: 05.13.13
JOB NO: 1357.13.001
ATTENTION: Ms. Karen Higgins
RE: PNG Greensboro Reclamation Project
5
2013051
❑ Under separate cover via
❑ Plans ❑ Draft
the following items:
❑ Specifications 1915-
COPIES
DATE
NO
DESCRIPTION
5
05.13.13
1
Copies of PCN
1
2
CD with electronic copy of PCN
1
3
Check for $570
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For approval
❑ As requested
❑ FOR BIDS DUE:
® For your record
❑ For review and comment ❑
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Karen: Please find the attached PCN. Please let me know if you need anything else Thank you — Joey
SIGN:
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S &ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704 523.4726 f 704 525 3953 / www.smeinc.com

20130512 #S&ME
May 13, 2013
N.C. Division of Water Quality
401 Wetlands Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Attention: Mr. Andrew Williams
!�PAF
U� -FIVE
Reference: PNG Greensboro Reclamation Project
"After- the - Fact" Pre- Construction Notification for
Wetland, Stream and Jordan Lake Riparian Buffer Impacts
Guilford and Alamance Counties, North Carolina
DWQ Project No. NOV- 2013 -OP -006
USACE Action ID No. SAW- 2013 -00618
S &ME Project No. 1357 -13 -001
Dear Ms. Higgins and Mr. Williams:
MAY 1 4 2013
On behalf of Piedmont Natural Gas (PNG), S &ME, Inc. (S &ME) hereby submits this
"after -the- fact" notification for wetland, stream and riparian buffer impacts in connection
with the above- referenced project, which entails removal of aboveground vegetation and
construction of several permanent stream and wetland crossings within PNG's existing
50 -foot wide natural gas pipeline right -of -way (ROW). The project is located in Guilford
and Alamance Counties, North Carolina, and is subject to the B. Everett Jordan Reservoir
riparian buffer rules. In support of this application, please find enclosed the following:
• Figures: Site Vicinity Map (Figure 1), USGS Topographic Map (Figures 2A -7A) and
2010 Aerial Photographs (Figures 2B -7B)
• Appendix I: Completed Pre - Construction Notification (PCN) and Authorization to
Act as Agent
• Appendix II: Site Photographs
• Appendix III: Stream, Wetland and Buffer Impact Tables
• Appendix IV: Impact Drawings
• Appendix V: Wetland Data Sheets and Preliminary JD Form
• Appendix VI: Restoration Plan and Mitigation Acceptance Letter
0
T
S &ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com

May 13, 2013
N.C. Division of Water Quality
401 Wetlands Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Attention: Mr. Andrew Williams
Reference: PNG Greensboro Reclamation Project
"After- the - Fact" Pre - Construction Notification for
Wetland, Stream and Jordan Lake Riparian Buffer Impacts
Guilford and Alamance Counties, North Carolina
DWQ Project No. NOV- 2013 -OP -006
USACE Action ID No. SAW- 2013 -00618
S &ME Project No. 1357 -13 -001
Dear Ms. Higgins and Mr. Williams:
On behalf of Piedmont Natural Gas (PNG), S &ME, Inc. (S &ME) hereby submits this
"after- the - fact" notification for wetland, stream and riparian buffer impacts in connection
with the above - referenced project, which entails removal of aboveground vegetation and
construction of several permanent stream and wetland crossings within PNG's existing
50 -foot wide natural gas pipeline right -of -way (ROW). The project is located in Guilford
and Alamance Counties, North Carolina, and is subject to the B. Everett Jordan Reservoir
riparian buffer rules. In support of this application, please find enclosed the following:
• Figures: Site Vicinity Map (Figure 1), USGS Topographic Map (Figures 2A -7A) and
2010 Aerial Photographs (Figures 213-713)
• Appendix I: Completed Pre - Construction Notification (PCN) and Authorization to
Act as Agent
• Appendix II: Site Photographs
• Appendix III: Stream, Wetland and Buffer Impact Tables
• Appendix IV: Impact Drawings
• Appendix V: Wetland Data Sheets and Preliminary JD Form
• Appendix VI: Restoration Plan and Mitigation Acceptance Letter
S &ME, INC. / 9751 Southern Pine Blvd / Charlotte, NC 28273 / p 704.523.4726 f 704.525.3953 / www.smeinc.com

Pre - Construction Notification S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Protect May 13, 2013
This Pre - construction Notification (PCN) is being provided to the North Carolina
Division of Water Quality ( NCDWQ) pursuant to the stream, wetland and riparian buffer
impacts, portions of which were inadvertently incurred prior to notification. A copy is
also being provided to the U.S. Army Corps of Engineers ( USACE) pursuant to
Nationwide Permit (NWP) No. 12 (Utility Line Activities) to account for the stream and
wetland impacts, which were originally intended as temporary. However, PNG later
determined that the aforementioned stream and wetland crossings should remain in place
to provide access to otherwise inaccessible high ground areas, and as such, written
approval from the USACE is now required.
The completed PCN and Agent Authorization Form are included in Appendix I.
GENERAL PROJECT INFORMATION AND BACKGROUND
PNG is in the process of ROW reclamation activities in the Greensboro - Burlington area.
The ROW within which the work is being conducted originates on the south side of N.C.
Highway 150 in the community of Oak Ridge, Guilford County, and extends generally
east - southeast for approximately 40 miles, terminating at a station of the west side of
N.C. Highway 54, south of Burlington in Alamance County. The general project location
is depicted on the Site Vicinity Map (Figure 1), and in greater detail on the appropriate
USGS topographic maps (Figures 2A -7A) and 2010 Aerial Photographs (Figures 3B -7B).
The existing ROW was acquired by PNG in 1954, 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 only 30 to 40 feet of the 50-
foot ROW 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 the riparian buffer and
the associated waterbodies.
When the work commenced in fall 2012, PNG was unaware that the reclamation
activities, specifically those related to riparian buffer encroachments, may be subject to
pre - construction notification requirements. PNG instructed S &ME contact the
appropriate USACE and NCDWQ personnel, inform them of the project, and determine
whether or not permits would be required for the work. Prior to agency notification,
PNG estimated that approximately ten miles of the roughly 40 -mile ROW had been
reclaimed in this manner. Since that time, the reclamation work has continued, but has
been limited to high ground portions of the ROW. Stream crossings and obvious wetland
areas have been avoided. Other than those areas noted by this PCN, the work had been
conducted so as not to create a discharge (no additional 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.
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Pre - Construction Notification S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Protect May 13, 2013
When informed of the project on November 14, 2012, the USACE (Mr. Andy Williams)
indicated that so long as the work was not creating a discharge to wetlands or stream, pre -
construction authorization under a Nationwide Permit (NWP) should not be required.
Further, mitigation for wetland conversion (so long as there are no associated fills) is not
required by NCDWQ, and should not be required by the USACE, as the work does not
require a PCN.
The Jordan lake 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. On December 5, 2012, NCDWQ (Ms. Sue Homewood) informed S &ME and
PNG that if there has been no maintenance within the existing ROW within the last 10
years, buffer rules associated with the watershed would apply to affected streams.
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.
• 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 the Cape Fear
River Basin (03030002) and Haw Sub - basin. Land use in the vicinity of the project
corridor consists primarily of a mix of woodland, open, maintained land and scattered
3

Pre - Construction Notification S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Protect May 13, 2013
residential and urbanized light commercial areas. The route also passes through more
urbanized portions of Greensboro and Burlington.
Although vegetation within the existing ROW varied, general species observed included
blackberry (Rubus sp.), wineberry (R. phoenicolasius), sericea lespedeza (Lespedeza
cuneata), winged sumac (Rhus copallina), poison ivy (Toxicodendron radicans),
dandelion (Taraxacum officinale), Queen Anne's lace (Daucus carota), big bluestem
(Andropogon gerardii), dogfennel (Eupatorium capillifolium), broomsedge (Andropogon
virginicus), goldenrod (Solidago sp.), muscadine grape (Vitis rotundifolia), Deptford pink
(Dianthus armeria ssp. armeria) and various grasses (Festuca spp.). Woody saplings
observed within less - frequently maintained portions of the ROW included sweetgum
(Liquidambar styracifZua), tulip tree (Liriodendron tulipifera), black cherry (Prunus
serotina), red maple (Acer rubrum) and sugar maple (A. saccharum).
Wooded areas adjoining the existing easement were typically vegetated with species such
as shortleaf pine (Pious echinata), loblolly pine (P. tadea), American beech (Fagus
grandifolia), sweetgum, shagbark hickory (Carya ovata), red maple, ironwood (Carpinus
carohniana), various oaks (Quercus spp.), Virginia creeper (Parthenocissus
quinquefolia), ebony spleenwort (Asplenium platyneuron) and Christmas fern
(Polystichum acrostichoides).
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.
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 January 21,
2013 through February 6, 2013. Features that appeared on the most recent version of the
appropriate Natural Resources Conservation Service Soil Survey or 1:24,000 scale (7.5
minute) quadrangle topographic maps were identified with global positioning system
(GPS) equipment. Where the specific origination point of a regulated stream was in
question, or the sources identified above appeared inaccurate, S &ME performed an on-
site determination utilizing using the standardized methodology developed by NCDWQ.
This assessment involved use of the NCDWQ 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
4

Pre - Construction Notification S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Protect May 13, 2013
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 14,430 square feet of Zone 1 riparian buffer and 16,361 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).
WETLAND AND STREAM IMPACTS
To identify and quantify stream and wetlands impacts that resulted from placement of the
culverts and associated fill material, S &ME conducted a jurisdictional delineation of the
affected areas on March 4, 2013. S &ME followed the procedures set forth in the 1987
US Army Corps of Engineers Wetlands Delineation Manual (Eastern Mountains and
Piedmont Regional Supplement Guide). Field conditions were documented using
USACE Routine Wetland Determination Data Forms, as appropriate. The field review
also included identification of tributaries (streams or ditches) within the project corridor.
Drainage features identified during the field review were assessed to determine the
jurisdictional status of the tributary. Drainage features were classified as either non -
jurisdictional or jurisdictional. S &ME used the NCDWQ Stream Classification Form, as
previously described, to document characteristics of identified drainage features on the
day of the assessment. Limits of the jurisdictional features were demarcated by S &ME
and subsequently identified and mapped by Regional Land Surveyors (RLS).
Wetland areas A and B, although denoted separately on the attached drawings, are
separate portions of the same wetland feature, and exhibited similar characteristics with
respect to existing vegetation, soils and hydrologic indicators. Accordingly, one set of
Wetland Determination Data Sheets reflects typical conditions associated with both
wetlands, and is included in Appendix V. The wetland areas are classified as Headwater
Forest wetland types in accordance with N.C. Wetland Assessment Method (NCWAM).
Affected portions of both wetlands were located within PNG's existing ROW, and as
such, contain no overstory vegetation.
Because equipment mats were not employed, Wetlands A and B were impacted by heavy
equipment moving through the area to remove brush and felled vegetation. Wetland B
was also impacted by placement of a pipe within a drainage feature. The drainage feature
within Wetland B did not exhibit a continuous bed and bank or other morphological
features to a degree sufficient for classification as a stream. The work resulted in 0.15
acre (ac) of impact to Wetland A and 0.32 ac of impact to Wetland B.
Three streams were impacted by the activities prior to submission of this PCN. Pipes
were placed in Streams 22 and 23 in order to access high - ground portions of the ROW.
Approximately 50 linear feet (If) of Stream 22 and 791f of Stream 23 were impacted.
Additionally, a separate PNG contractor replaced old rip -rap material that had lined the
banks of Stream 23, resulting in 661f of temporary impact. PNG proposes to replace the
existing pipes located within Streams 22 and 23 with shorter pipes, cumulatively
resulting in 421f of permanent impact. PNG proposes to leave the rip -rap that was placed
5

Pre - Construction Notification S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Protect May 13, 2013
in Stream 24, and identify its placement as a temporary impact, given that the stream was
rip- rapped prior to the work PNG recently conducted there.
ADDITIONAL REGULATORY CONSIDERATIONS
Because the project has resulted in impacts to jurisdictional features located in the
vicinity of Frieden Church Road, consideration of conditions related to "after- the - fact"
authorization under NWP No. 12 must be taken into account.
Protected Species
To comply with General Condition Nos. 18 (Protected Species) and 19 (Migratory Birds
and Bald and Golden Eagles), S &ME conducted a review of existing records obtained
from federal and state sources. The U.S. Fish & Wildlife Service ( USFWS) list of
federally protected species was consulted for a listing of protected species documented
within Guilford County, North Carolina. This review identified only one federally -
protected species (a plant); small whorled pogonia (Isotria medeoloides).
Small whorled pogonia is a member of the orchid family. According to the USFWS
species description, it usually has a single grayish -green stem that grows about 10 inches
tall when in flower and about 14 inches when bearing fruit. The leaves are arranged in a
whorl near the top of the stem and beneath the flower. The leaves are grayish - green,
somewhat oblong and 1 to 3.5 inches long. The greenish - yellow flowers are about 0.5 to
1 inch long and appear in May or June. The fruit, an upright ellipsoid capsule, appears
later in the year. This species grows in older hardwood stands of beech, birch, maple,
oak, and hickory that have an open understory. Sometimes it grows in stands of
softwoods such as hemlock. It prefers acidic soils with a thick layer of dead leaves, often
on slopes near small streams.
Although potentially - suitable habitat for small whorled pogonia exists in the vicinity,
work associated with the culvert placements occurred within an existing ROW where gas
and overhead electric utilities are co- located. Habitat in this area is not suitable for small
whorled pogonia, and no plants resembling small whorled pogonia were observed in the
adjacent wooded area during an April 4, 2013 site visit by S &ME.
Review of the North Carolina Natural Heritage Program (NCNHP) Geographic
Information Systems (GIS) files of Element Occurrence (EO) and Natural Heritage Areas
available from NC OneMap identified no records of protected species within a two -mile
radius of the area subject to the wetland and stream impacts identified in this PCN.
Historic Properties
To comply with General Condition No. 20 (Historic Properties), S &ME conducted a
review of the Historic Preservation Office GIS Web Service, which indicated that the
closed site listed on the National Register of Historic Places is identified as the Boone
House (GF0377), located approximately 2,000 feet south of the existing ROW on Frieden
Church Road. There were no other properties currently listed or determined eligible for
listing in the National Register of Historic Places within a one mile radius of the project.
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Pre - Construction Notification S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Protect May 13, 2013
Although unlikely, in the event previously unknown historic, cultural or archeological
remains and artifacts are encountered while performing the work, the USACE will be
notified, and to the maximum extent practicable, reclamation activities that may affect the
remains and artifacts will be avoided until the required coordination has been completed.
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.
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, PNG anticipates that no additional 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 NCDWQ.
Demarcate areas within which timber mats or similar measures must be employed
to accommodate heavy equipment and prevent extensive rutting and soil
disturbance.
7

Pre - Construction Notification S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Protect May 13, 2013
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.
Implementation of these measures should serve to prevent similar inadvertent impacts
associated with similar reclamation projects PNG is planning to undertake throughout the
state.
RESTORATION OF PREVIOUSLY AFFECTED AREAS
Details of PNG's plans to restore the streams and wetlands located west of Frieden
Church Road that were affected by placement of pipes are detailed in the Restoration
Plan in Appendix VL At these locations, the existing pipes will be removed and replaced
with shorter, 20 -foot pipes. Downstream of the new pipes, the stream channels will be
restored to their original grade and contour, the banks seeded with a native seed mix and
lined with erosion control fabric. Use of hard - armoring will be avoided. In the adjacent
wetland areas, excess fill material fill will be removed and the underlying area retuned to
pre- disturbance contours such that only a 20 -foot wide access road remains.
PNG also plans to maintain 30 feet of their 50 -foot wide ROW through the riparian
buffer. In those areas where the entire 50 feet was reclaimed prior to agency notification,
PNG will restore 20 feet of the ROW by replanting native woody vegetation. The
proposed composition of the plantings is detailed in the aforementioned Restoration Plan
(Appendix VI).
MITIGATION
Mitigation for impacts to Zone 1 of the riparian buffer is required for: 1) non -
perpendicular crossings; 2) greater than 401f but equal to or less than 150 If of riparian
buffer with a maintenance corridor greater than 10 feet in width, or 3) greater than 150 If
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 14,430 square feet of Zone 1
riparian buffer. Of these permanent impacts, mitigation is required for 9,426 square feet
(see Riparian Buffer Impact Table, Appendix III). Accordingly, PNG is required to
purchase 28,278 riparian buffer mitigation credits (9,426 sf x 3). PNG proposes to
purchase the necessary credit from the North Carolina Ecosystem Enhancement Program
(NCEEP). A copy of an acceptance letter from NCEEP, based on a preliminary estimate
of buffer impacts provided in anticipation of this PCN, is included in Appendix VI.
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Pre - Construction Notification S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Protect May 13, 2013
CLOSING
Thank you for your review of this PCN, and the help you have already provided. If you
have questions or need additional information, please feel free to contact us at
704.523.4726.
Sincerely,
S &ME
Do, A 4'e_�
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
Jim Kalish — PNG
Andrew Williams — USACE Raleigh Regulatory Field Office
0

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REFERENCE: FOR ADDITIONAL MAPPING OF FEATURES NOTED ON THIS MAP, PLEASE SEE JURISDICTIONAL BOUNDARIES OF LINE 386 GREENSBORO NORTH LOOP BY REGIONAL LAND SURVEYORS Eastgate D
THE GAS LINE LAYER WAS OBTAINED FROM REGIONAL LAND SURVEYORS, INC. THE ABOVE BACKGROUND GIS DATA WAS OBTAINED FROM THE ESRI STREETMAP USA DATASET (2000) AND NATIONAL `�� /j p-5 Her' w
GEOGRAPHIC SOCIETY US 2D TOPOGRAPHIC MAPS 2013. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO 0 2!1000 4;000 /"r000
� ( ) i � °.�1 y o ✓ ��,:_ �2 Br�c Walk
'!fir GUARANTEES ABOUT ITS ACCURACY. S &ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. ^ Gf ��� �s���('t 6A

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

QaeWAr,R7
� r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer 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 In
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
PNG Greensboro Reclamation Project
2b.
County:
Guilford, Alamance
2c.
Nearest municipality / town:
Greensboro
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 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Utility Company
4b.
Name:
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 12
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1 a.
Property identification no. (tax PIN or parcel ID):
Project is a linear utility line
Latitude: Origin: 36.179618; Terminus: 36.045594
1 b.
Site coordinates (in decimal degrees):
Longitude: - Origin: 79.976295; Terminus: - 79.365256
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
— 242 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:
Cape Fear - Haw Sub -basin (03030002)
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 wode 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 and scattered residential and
light commercial areas. The route also passes through more urbanized portions of Greensboro and Burlington.
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 1954, 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 only 30 -40 feet of the 50 -foot ROW 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.
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 maintained width of the ROW 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.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
®Yes El No ❑ Unknown
Comments: A Preliminary JD Request for areas affected by
construction of permanent stream crossings is included with
this PCN.
4b. If the Corps made the jurisdictional determination, what type
®Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: S &ME, Inc.
Name (if known):.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
To identify and quantify stream and wetlands impacts that resulted from placement of the culverts and associated fill
material, S &ME conducted a jurisdictional delineation of the affected areas on March 4, 2013. S &ME followed the
procedures set forth in the 1987 US Army Corps of Engineers Wetlands Delineation Manual (Eastern Mountains and
Piedmont Regional Supplement Guide).
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ❑ No ® Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
N/A
Page 4 of 12
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 F-1 T
Disturbance /Fill
placement
Headwater Forest
El Yes
® No
® Corps
® DWQ
0.15
W2 ®P F-1 T
Disturbance /Fill
placement
Headwater Fores
El Yes
® No
® Corps
® DWQ
0.32
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
0.47
2h. Comments: Of the 0.47 acre of impact, 0.41 acre will be restored to its original conditon, while fill material will be placed in
the remaining 0.06 acre in connection with the access crossings.
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
Pipe Placement
S22
® PER
❑ INT
® Corps
® DWQ
4
50
S2 ® P ❑ T
Pipe Placement
S23
® PER
❑ INT
® Corps
® DWQ
4
79
S3 ® P ❑ T
Riparap
S24
❑ PER
® Corps
3
66
Replacement
® 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
195
3i. Comments: Of the 195 If of impact, 153 If are temporary and 42 If are permanent.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments: No open -water impacts will occur.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary (T)
impact
required?
B1 ❑P ❑T
El Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments: See Riparian Buffer Impact Table in Appendix IV.
Page 6 of 12
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, PNG anticipates that no additional 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: 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.
Implementation of these measures should serve to prevent similar inadvertent impacts associated with similar reclamation
projects PNG is planning to undertake throughout the state.
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
El 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 12
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 credit acceptance letter in
Appendix VI.
Page 8of12
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 12
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
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 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
E: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?
To comply with General Condition Nos. 18 (Protected Species) and 19 (Migratory Birds and Bald and Golden Eagles),
S &ME conducted a review of existing records obtained from federal and state sources. The U.S. Fish & Wildlife Service
( USFWS) list of federally protected species was consulted for a listing of protected species documented within Guilford
County, North Carolina. This review identified only one federally - protected plant species, small whorled pogonia (Isotria
medeoloides).
Small whorled pogonia is a member of the orchid family. According to the USFWS species description, it usually has a
single grayish -green stem that grows about 10 inches tall when in flower and about 14 inches when bearing fruit. The
leaves are arranged in a whorl near the top of the stem and beneath the flower. The leaves are grayish - green, somewhat
oblong and 1 to 3.5 inches long. The greenish - yellow flowers are about 0.5 to 1 inch long and appear in May or June. The
fruit, an upright ellipsoid capsule, appears later in the year. This species grows in older hardwood stands of beech, birch,
maple, oak, and hickory that have an open understory. Sometimes it grows in stands of softwoods such as hemlock. It
prefers acidic soils with a thick layer of dead leaves, often on slopes near small streams.
Although potentially - suitable habitat for small whorled pogonia exists in the vicinity, work associated with the culvert
placements occurred within an existing ROW where gas and overhead electric utilities are co- located. Habitat in this area
is not suitable for small whorled pogonia, and no plants resembling small whorled pogonia were observed in the adjacent
wooded area during an April 4, 2013 site visit by S &ME.
Review of the North Carolina Natural Heritage Program (NCNHP) Geographic Information Systems (GIS) files of Element
Occurrence (EO) and Natural Heritage Areas available from NC OneMap identified no records of protected species within
a two -mile radius of the area subject to the wetland and stream impacts identified in this PCN.
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?
hftp://ocean.floridamarine.org/efh_coral/ims/viewer.htm
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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
status (e.g., National Historic Trust designation or properties significant in
❑ Yes ® No
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
To comply with General Condition No. 20 (Historic Properties), S &ME conducted a review of the HPOWEB GIS Web
Service, which indicated that the closed site listed on the National Register of Historic Places is identified as the Boone
House (GF0377), located approximately 2,000 feet south of the existing ROW on Frieden Church Road. There were no
other properties currently listed or determined eligible for listing in the National Register of Historic Places within a one
mile radius of the project.
Although unlikely, in the event previously unknown historic, cultural or archeological remains and artifacts are
encountered while performing the work, the USACE will be notified, and to the maximum extent practicable, reclamation
activities that may affect the remains and artifacts will be avoided until the required coordination has been completed.
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.��
-�
05.10.13
Applicant /Agent's Printed Name
Date
Applicant gen Signature
(Agent's signature is valid only if a orization letter from the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION FORM
Date: 12.19.12
Project Information
S &ME Project Name: Greensboro Reclamation Project
Type of Project: ROW Reclamation - Riparian Buffer Impacts
Location: Greensboro to Burlington, North Carolina
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 I
Charlotte, NC 28210
704.731.4598
Mr. Jim Kalish, P.E.
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte, N.C. 28273
704.523.4728
Joey Lawler, P.W.S.
Authorization: l- i, on behalf of
(Contact Signature)
�
.. . .. ... . .. ...... ......
-- _ hereby b
y authonze
(Project Sponsor)
S &ME, Inc. to act as agent with the USACE 1 NCDWQ in
securing Section 40114041Riparian Buffer Authorization
permits for the above - referenced project.

Appendix II:
Site Photographs

Photo 1. View of typical stream in undisturbed portion of
existing ROW. Line denotes approximate limits of ROW to
De "reclaimea- oy aoovegrouna vegetation removal
Photo 3: Second typical view of stream in existing ROW.
Line denotes approximate limits of area to be "reclaimed"
by mowing.
r
F
t�
" wM' V
3
_ t
f
Photo 2: Typical view of existing ROW. Note wetland area.
Line denotes approximate limits of ROW to be "reclaimed"
by mowing.
l T', }.�` lei, C9 If
i.
4
Photo 4: Typical view of "reclaimed" area in high ground
portion of existing ROW.
rnoio n: 1 ypicai view of sueam cnannei. ivote reciamation
Photo 5: Typical view of area that was "reclaimed" adjacent activities were halted 50 feet from TOB while buffer
to stream, and subject to "after- the - fact" authorization. authorization is obtained.
SITE
PHOTOGRAPHS
Photo Page 1 of 2

k 4
� gs
Photo 7. View of Stream 23, which was piped for access. vnoio is: view or rill maienai ana pipe ai ine aownsiream
The existing pipe will be replaced with a shorter one and the end of Stream 23.
area restored.
Photo 9: View of pipe that was placed through Wetland B
for access. This area is to be restored.
Photo 11: View of fill material placed in the vicinity of
Wetland B, and subject to removal and restoration.
Photo 10: View of stream 22, which was piped for
access. The existing pipe will be replaced with a shorter
one and the area restored.
fF _ .- .�.
Photo 12: View of stream 24, which was lined with rip -rap
following cathodic protection work in the area.
;boro Reclamation Project SITE
mance Counties, North Carolina PHOTOGRAPHS
Photo Page 2 of 2
s�
Photo 11: View of fill material placed in the vicinity of
Wetland B, and subject to removal and restoration.
Photo 10: View of stream 22, which was piped for
access. The existing pipe will be replaced with a shorter
one and the area restored.
fF _ .- .�.
Photo 12: View of stream 24, which was lined with rip -rap
following cathodic protection work in the area.
;boro Reclamation Project SITE
mance Counties, North Carolina PHOTOGRAPHS
Photo Page 2 of 2

Appendix III:
Stream, Wetland and Buffer Impact Tables

STREAM IMPACT TABLE
Greesnboro Reclamation Project
Stream
Sheet No.
Average Width
Temporary
Permanent
Classification
Justification
ID
of 38
ft
Impact If
Ima ct (if)
Provide permanent access to
22
22
Perennial RPW
4
35
15
high ground area.
Provide permanent access to
23
22
Perennial RPW
4
52
27
high ground area.
Replaced existing rip -rap to
24
23
Intermittent RPW
3
66
0
return stream to its prior
condition.
Totals:
153
42

WETLAND IMPACT TABLE
Greensboro Reclamation Project
Wetland
ID
Sheet
No. oft
Classification
Impacts
Vegetative Type
Relation to Waterbody
Temporary Impacts
Permanent Impact
sf
ac
sf
ac
WA
22A
Herbaceous
Riparian
5,850
0.13
900
0.02
WB
22A
Herbaceous
Riparian
12,079
0.28
1,873
0.04
Totals:
17,929
0.41
2,773
0.06

RIPARIAN BUFFER IMPACT TABLE
Greensboro Reclamation Project
Stream ID
Sheet No.
of 38
Notes
Perpendicular
Crossing?
More than 40 If of
buffer affected?
After -the-
Fact?
Zone 1 Impacts (sf)
Zone 2 Impacts (sf)
Mitigation
Required?
Area of Zone 1 to
be Replanted (sf)
Required
Mitigation Credits*
Temp.
Perm.
Temp.
Perm.
1 and 2
3
Stream complex
Yes
No
Yes
462
462
No
945
0
3
4
Reedy Fork Creek
Yes
No
Yes
488
0
350
350
No
488
0
4 and 5
5
Stream complex
No
No
Yes
977
207
434
434
Yes
770
621
6
6
Moore's Creek
No
Yes
Yes
1,065
338
687
687
Yes
727
1,014
7
7
UT
No
No
Yes
740
0
896
896
No
740
0
8
8
Richland Creek
No
Yes
Yes
805
805
0
0
No
0
2,415
9
9
Richland Creek - 2nd crossing
No
Yes
Yes
122
115
140
140
Yes
7
345
10
10
UT
No
Yes
Yes
1,014
521
733
733
Yes
493
1,563
11
11
UT
No
Yes
1,361
765
922
922
No
596
0
12
12
UT
No
Yes
226
226
194
194
Yes
0
678
13
13
UT that parallels existing ROW
Yes
Yes
717
717
1,523
1,523
Yes
0
2,151
14
14
UT
No
No
No
73
73
203
203
Yes
0
219
15
15
Muddy Creek
No
Yes
No
0
422
0
762
Yes
0
1,266
16
16
Jordan Branch
No
Yes
No
0
544
0
129
Yes
0
1,632
17
17
UT
No
No
No
0
46
0
49
Yes
0
138
18
18
UT that adjoins in -line pond
Yes
Yes
No
0
1,335
0
382
Yes
0
4,005
19
19
UT
No
Yes
No
0
256
0
160
Yes
0
768
20
20
South Buffalo Creek
No
Yes
No
0
98
0
114
Yes
0
294
21
21
UT that parallels existing ROW
No
Yes
No
0
1,068
0
220
Yes
0
3,204
22
22A
Impacted by culvert placement
Y__
Yes
553
0
359
359
Yes
533
0
23
22A
Impacted by culvert placement
Yes
No
Yes
1,677
523
742
742
No
1,154
0
24
23
UT impacted by riprap replacement
No
No
Yes
0
313
0
192
Yes
0
939

Greensboro Reclamation Project
Stream ID
Sheet No.
of 38
Notes
Perpendicular
Crossing?
More than 40 If of
buffer affected?
After -the-
Fact?
Zone 1 Impacts (sf)
Zone 2 Impacts (sf)
Mitigation
Required?
Area of Zone 1 to
be Replanted (sf)
Required
Mitigation Credits*
Temp.
Perm.
Temp.
Perm.
25
24
UT
Yes
No
No
0
313
0
192
No
0
0
26
25
UT
Yes
No
No
0
489
0
300
No
0
0
27
26
UT
No
No
No
0
75
0
111
No
0
225
28
27
UT
No
Yes
No
0
581
0
308
Yes
0
1,743
29
28
UT
No
Yes
No
0
469
0
68
Yes
0
1,407
30
29
UT
Yes
No
No
0
305
0
159
No
0
0
31
30
UT
Yes
No
No
0
57
0
56
No
0
0
32
31
UT
Yes
No
No
0
1,327
0
920
No
0
0
33
32
UT
Yes
No
No
0
83
0
3
No
0
0
34
33
UT
No
Yes
No
0
103
0
524
Yes
0
309
35
34
UT
No
Yes
No
0
446
0
40
Yes
0
1,338
36
35
UT
No
Yes
No
0
318
0
143
Yes
0
954
37
36
UT
No
Yes
No
0
252
0
2,181
Yes
0
756
38
37
UT
No
Yes
No
0
98
0
771
Yes
0
294
39
38
UT
Yes
No
No
0
1,142
0
932
No
0
0
Totals:
10,763
14,430
7,645
16,361
6,453
28,278
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

S
it
SH
SUBJECT y 1 Qc
STREAM I NOT A' �\
ST 6) UBJECT
EESIiEET6 STREAM _� r
I 7 7:
/- e�.• NOT
SUBJECT
STREAM .
STREAM 7
ECT
I
BJECT
Fl
Kv
� • •,, �' � • -`i _ �� � � ``qtr. ��� -��
+ `''' 3:��� � s~. • � �� �f X111, � :i=�� — _
— o —o —a— EXISTING PIEDMONT NATURAL GAS ROUTE
N
M
17
-
17-
- P"I 4 J V I� 1 _' -SEE SHEET 16!
JURISDICTIONAL BOUNDARIES
OF
Gssio 4 R
1T LINE 386
'
GREENSBORO NORTH LOOP
• a SEAL = R/V RECLAMAT -TO N- - PROJECT - - -
L -4649 a•
'.< o• IR# 0230183
%,��a •SUR`� N PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD & ALAMANCE COUNTY
NORTH CAROLINA
SHEET 1 OF 38
S N.Q Llcense No. C -1362
GRAPHIC SCALE Re Tonal Land Urve ors, Inc.
g y
5000 0 2500 5000 10.000 2x000 8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
( IN FEET )
1 inch = 5000 ft.

\
\
\
\
\
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12A
PIN: 7818545556
CRAIG B. WESTERGAARD
D.B. 6234 PG. 194
20` 30' I
ZONE 2 ZONE 1
ii
~5a� BUFFER
ry
D
30' I
ZONE 1
13A
PIN: 7818548748
CRAIG B. WESTERGAARD
D.B. 4379 PG. 1744
\ray ao, I AN
Ily
P4 '
�, \ • (L CROSSING F,
N: 884204
' \E: 1715783.13 0\
144 I \ \Q
h
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PIN: 7818546150 V`
MARK A. MEYER &
CYNTHIA L. MEYER \ \
D.B. 4354 PG. 300 lip'
LEGEND:
XX PNG TRACT NUMBER D TEMPORARY IMPACT AREA
EXISTING PNG RIGHT OF WAY
TOP OF STREAM BANK ® PERMANENT CONVERSION AREA
—c —G— GAS LINE
ROAD RIGHT OF WAY ® REPLANT AREA
r-m Yw,"r,• WOODS LINE
PROPERTY LINE
EDGE OF ZONE 1 BUFFER
Z EDGE OF ZONE 2 BUFFER
• • • • .. .... • DISTURBED AREA
30
AREA OF
PERMANENT CONVERSION
\
\
\
\
\
\
\
a\c \ \
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
TEMPORARY IMPACT
945 SF
462 SF
AREA
PERMANENT
p SF
462 5F
CONVERSION AREA
REPLANT AREA
945 SF
0 SF
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
NOTE:
TREED AREAS ON THIS SHEET WERE
DISTURBED PRIOR TO NOTIFICATION OF
PERMIT REQUIREMENT.
ow ao
SITE �yny
a
o•
y�o
=y"
ti
Rp P,
VICINITY K
(NOT TO SC,
+1
1ko
I HEREBY CERnFY THAT A SURVEY WAS MADE UNDER MY ``\1,1111111l1rrrr� /',/
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
HEREON IS FROY DIRECT FIELD DATA COLLECTED FALL OF
5c' 3 z SEAL `•9*?
DA D . CLARK, PLS L -464 = * ' L-4649
S U R�
��rrr rr n 11111��V,
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR## 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
OAK RIDGE, NORTH CAROLINA
SHEET 3. OF 38
N.C. License No. C -136
2
Regionai L an d Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

\
\
\
21
PIN: 7818830005
MELVIN S. KRIEGSMAN
D.B. 2724 PG. 525
110 p.
fia
S0 �0 �0.
AREA OF
� G4w
4g'� CROSSING PERMANENT CONVERSION
\ N 880588.13
�} \\ E 1723214.61
QRF
\ \
?0...
LEGEND:
XX PNG TRACT NUMBER
EXISTING PNG RIGHT OF WAY
— — — TOP OF STREAM BANK
-- -a —o— GAS UNE
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
21 EDGE OF ZONE 1 BUFFER
Z2 EDGE OF ZONE 2 BUFFER
......•... DISTURBED AREA
DTEMPORARY IMPACT AREA
PERMANENT CONVERSION AREA
® REPLANT AREA
30
STREAM BUFFER
IMPACT
ZONE 1
ZONE 2
TEMPORARY IMPACT
488 SF
350 SF
AREA
PERMANENT
0 SF
350 SF
CONVERSION AREA
REPLANT AREA
488 SF
0 SF
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 it.
120
NOTE:
TREED AREAS ON THIS SHEET WERE
DISTURBED PRIOR TO NOTIFICATION OF
PERMIT REQUIREMENT.
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN CAR
HEREON IS �FROM DIRECT FIELD DATA COLLECTED FALL OF `����OQ�,•; gjQ�` � ����
DAVID A. CLARK, PLS L-049 SEAL
* L -4649
S UR..{
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR## 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
OAK RIDGE, NORTH CAROLINA
SHEET 4 OF 38
N.C. License No. C -1382
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

1 PIN: 7828303779
0 20 � 30 1� � ' GEORGE G. LOCKHART &
' ZONE 1 � l JUDY G. LOCKHART
�ZON� 2 m D.B. 4343 PG. 258
BUFFER. ul
CROSSING
aka } N 880588.13 r 31
E 1723214.61
PIN: 7828304663
40 ,40� 0`� R. THOMPSON WRIGHT &
4, a: _ �O SARAH H. WRIGHT
/' ' • . , , �� _ D.B. 5076 PG. 247
Rem
etiF RSA
ti 0-"94S
\ a
� •� CROSSING,
' N 880554,5A'-
\ E 1723314.05
PIN: 7828303471{
1 JOEL LEE DEATON
D.B. 4 214 PG. 10961
1
1
1 1
1
1
/
LEGEND: 1
XX PNG TRACT NUMBER
EXISTING PNG RIGHT OF WAY
— — — TOP OF STREAM BANK
—C —C— GAS LINE
ROAD RIGHT OF WAY
I -YY-YY rr rr, WOODS LINE
PROPERTY LINE
Z1 EDGE OF ZONE 1 BUFFER
Z EDGE OF ZONE 2 BUFFER
"' • "" "' DISTURBED AREA
! ?w:
U!
1 0 I
i
DTEMPORARY IMPACT AREA
® PERMANENT CONVERSION AREA
® REPLANT AREA
�a
�•4. _a
4•
30
/
AREA OF
PERMANENT CONVERSION
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
TEMPORARY IMPACT
977 SF
434 SF
AREA
PERMANENT
207 SF
434 SF
CONVERSION AREA
REPLANT AREA
770 SF
0 SF
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
120
NOTE:
TREED AREAS ON THIS SHEET WERE
DISTURBED PRIOR TO NOTIFICATION OF
PERMIT REQUIREMENT.
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY 0\ 1y11IjI fill/
��,
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN ���```�N CAROC
HEREON IS F OM DIRECT FIELD DATA COLLECTED FALL OF ��
0 = �p Q-
2 ���sCS
D A. CLARK, PLS L -4 49 * , SEAL
i L-4649: :
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR # 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
SUMMERFIELD, NORTH CAROLINA
SHEET 5 OF 38
N.C. License No. C -1362
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

-a
2
LEGEND:
XX PNG TRACT NUMBER
— — — — EXISTING PNG RIGHT OF WAY
— TOP OF STREAM BANK
—� —a— GAS LINE
ROAD RIGHT OF WAY
r r "YYYti. WOODS LINE
PROPERTY LINE
n EDGE OF ZONE 1 BUFFER
Z2 EDGE OF ZONE 2 BUFFER
' • • • • " • • ' • DISTURBED AREA
PIN: 7827695834
CITY OF GREENSBORO
D.B. 4269 PG. 754
iraw-0
►ill001 •
�fax10 '30, MA '` C
/ llyS! RgFO
A`i Of SO,,' S
tea,
TEMPORARY IMPACT AREA
PERMANENT CONVERSION AREA
REPLANT AREA
30
JO
h `
So
/ ,tr
AREA OF
PERMANENT CONVERSION
• , ' •/ aka
-7 �a
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
TEMPORARY IMPACT
1,065 SF
687 SF
AREA
PERMANENT
338 SF
687 SF
CONVERSION AREA
REPLANT AREA
727 SF
0 SF
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
120
NOTE:
TREED AREAS ON THIS SHEET WERE
DISTURBED PRIOR TO NOTIFICATION OF
PERMIT REQUIREMENT.
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY `\`1�111111111l1l/ .//,,
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN \���� �N CAR94 / �1,��
HEREON IS FROM DIRECT Fl LD DATA COLLECTED FALL OF
20]�.Z _:.4f' kR� ' ; Y ��
SEAL
0 w❑ A. CLARK, PLS L -4 4s -_ * L-4649
H 111110►
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH L 0 OP
R/W RECLAMATION PROJECT
IR## 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
SUMMERFIELD, NORTH CAROLINA
SHEET 6 OF 38
N.C. Ucense No, C -1362
Regionai Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

1
s _
�\ 1 -5o` 1_�zoN� 77
p �1• `�ZOta p : 37893 92
CITY
70N� 1 1 1 LAKE HIGGINS
D.B. 1652 PG. 139
d
I
q CROSSING G
N: 876725.691 1
'� a= GAS q E: 1734216.21
ry �u °der=
AREA OF
PERMANENT CONVERSION
\ 1 N51 DC- RB flAAR 1 �
C� BUFF.RSA�a
• ��/
INV. 772.13 �
� a
\
0
10 \ INV. 771.58
7d 1 '
a_
PIN: 7837366620 �
DANIEL LEE CRAIG AND WIFE
TONYA MECHELLE CRAIG \ °�
D.B. 6132 PG. 1440
t 1
1 G
LEGEND:
XX PNG TRACT NUMBER
EXISTING PNG RIGHT OF WAY
— — — TOP OF STREAM BANK
° —G— GAS LINE
ROAD RIGHT OF WAY
"YYYri. WOODS LINE
PROPERTY LINE
Z1 EDGE OF ZONE 1 BUFFER
Z2 EDGE OF ZONE 2 BUFFER
.. • • ' • .... • • DISTURBED AREA
DTEMPORARY IMPACT AREA
PERMANENT CONVERSION AREA
® REPLANT AREA
30
STREAM BUFFER
IMPACT
ZONE 1
ZONE 2
TEMPORARY IMPACT
AREA
740 SF
896 SF
PERMANENT
0 SF
896 SF
CONVERSION AREA
REPLANT AREA
740 SF
0 SF
GRAPHIC SCALE
16 30 60
( IN FEET )
1 inch = 30 ft.
NOTE:
TREED AREAS ON THIS SHEET WERE
DISTURBED PRIOR TO NOTIFICATION OF
PERMIT REQUIREMENT.
��ylllllll111 //
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN �� ��t COQ
HEREON IS FR9M DIRECT FIELD DATA COLLECTED FALL OF
SEAL
DAVID A. CLARK, PLS L- 4049
L-4649 ::
0
�i SUR`'�{ ���•
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSB OR 0 NOR TH L 0 OP
R/W RECLAMATION PROJECT
IRS# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
S UMMERFIELD, NORTH CAROLINA
SHEET 7 OF 38
Land
S y N.C. License No. C -1362
Re tonal d Urve ors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

' ' 1
' PIN: 7857119114 PIN: 7857210103 '
GLEN D. HUNT & I DANIEL ACEVEDO &
' DOROTHY C. HUNT DESIREE ACEVEDO
D.B. 6756 PG. 1012 / D.B. 6760 PG. 975 '
� ' 1
ac zt ,�`•�, ..r +<�p CA � I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
0 -0 0 . • — SUPERVISION AND THAT THE STREAM BANK DATA SHOWN ,�,\ 10A C *O/
HEREON IS FRR 01 ECT FIELD DATA COLLECTED FALL OF �� ¢giO'•.
_Chu _ 0_ / 2012 �� _O
�Qyv SEAL *�
_qyU DAND L-4649
CHU R"
g34;EA SUR.E..''�� `�•
/ CHI ADD CR��K �Wu_��� �.� ,` = • . o w 1--�o
01 • S4 <11
TV z, • • . , c
PIN: 7657109989 z1 4ru a , o
MICHAEL R. DEBARTOLO & u �Q� —Z2 —72
WIFE JANET A. DEBARTOLO
D.B. 3472 PG. 1042
NUE
pLD AVR
VA xEs
T s w
i
I
I
I
I
I
fi.
to 121A
1 '
PIN. 7857210190
� � � �� � � T � 'Z? _ VICTOR A. GARDNER
D.B. 5299 PG. 561
p O� CROSSING '
' O N: 871032.43 '
_Z2 1-. °- Ln E: 1752018.35
3 0 0
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Regionai LandSurveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
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IR# 0230 183
PIEDMONT NATURAL GAS
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SHEET 8 OF 38
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GUILFORD COUNTY
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SHEET 9 OF 38
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XX PNG TRACT NUMBER
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PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
SHEET 10 OF 38
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8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
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NOTE:
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COMPANY, INC.
GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
SHEET 11 OF 38
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

PIN: 7866184211 /
OLIVERA LIVING TRUST /
D.B. 6651 PG. 2099
I PIN: 7866183240
DABNEY G. KETROW 1, / I
I JOHN W. KETROW, II \ /
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GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
SHEET 12 OF 38
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8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
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JURISDICTIONAL BOUNDARIES
OF
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GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
SHEET 13 OF 38
Land
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XX PNG TRACT NUMBER
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PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
SHEET 14 OF 38
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8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
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CITY OF GREENSBORO
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LEGEND:
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
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TOP OF STREAM BANK
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OHU
OVERHEAD UTILITY
ROAD RIGHT OF WAY
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EDGE OF ZONE 2 BUFFER
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1996
\PIN: 7885081402
CITY OF GREENSBORO
/ 199A \D.B. 2334 PG. 663
FIN: FREE NSBOSBO
CITY OF GREENSBORO
\ /
RO
D.B. 2335 PG. 661
199C PIN: 7885082467
CITY OF GREENSBORO
PIN: 7885081486 D.B. 2334 PG. 663
CITY OF GREENSBORO
`D.B. 2334 PG.
663
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240
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
SHEET 15 OF 38
N.C. License No. C -1362
Regionai Surveyors, Land Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

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LEGEND:
XX PNG TRACT NUMBER
EXISTING PNG RIGHT OF WAY
TOP OF STREAM BANK
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OHU OVERHEAD UTILITY
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R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
SHEET 16 OF 38
Land N.C. License No. C -1362
g Re Zonal S Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

206 �
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CITY OF GREENSBORO
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2
LEGEND:
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
— — —
TOP OF STREAM BANK
—G —G ---
GAS LINE
oHU
OVERHEAD UTILITY
ROAD RIGHT OF WAY
.rrm^r -rn n.
WOODS LINE
PROPERTY LINE
z1
EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
............
DISTURBED AREA
PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
46
49 SF
CONVERSION AREA
_SF
30
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
120
1 HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN \��� CAR94
HER5zm DATA COLLECTED FALL OF �� Q- 5i0
201 SEAL
DAVID A. CLARK, PLS L -4649 •�
L -4649
SURIJ F..•'��\•
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
SHEET 17 OF 38
Surveyors, N.C. License No. C -1362
R e 1 on al L an d In g
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE (336) 665 --8155

l�
A'
R
� 1
� 1
A
AREA OF \ 4'
PERMANENT CONVERSION INV. 739.49
/
2i1 /
PIN: 7895104147 /
CITY OF GREENSBORO
D.B. 2720 PG. 187 /
CROSSING
N: 859474.13
—E: 1790060.34
1 +_
� Goo
+ + + + +
D �a /
"4 3 A —0-7 0 A
o m lG�D1STURBED ARE
INSID BUFFERS • , .... .
� 1 1%� n zt 47'
T ( 4 , y .
�0� 1G�Ol a Z 47
��X }0 "OGAS LINE ` y ... .l•l ... I $�� 1wu —oRu-
+ °- �1` 1 INV. 739.15 li E' or+ulotsu u
f 1 _ — — — -� — u —OHU 10KU 10HU
- OHUrOHU-� --OHU -�
tr
oHU
�oHU�orlu
u- �
Il I !
OHUr0HU- o"
OHU r
YOHU�oHulowU �oHUrOHUroHUr #" 20' 5° BUFFER II I
I ZON, 2 z
'VIE so, UFF 1
T _�' ; � �l
�
Nj 2�
LEGEND:
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
— — —
TOP OF STREAM BANK
—0 -0—
GAS LINE
0Hu
OVERHEAD UTILITY
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
— Z1
EDGE OF ZONE 1 BUFFER
Z2
EDGE OF ZONE 2 BUFFER
.•..........
DISTURBED AREA
PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
1,335 SF
382 SF
CONVERSION AREA
30
GRAPHIC SCALE
1S 30 60
( IN FEET )
1 inch = 30 ft.
120
HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN �� �1 �'�O
HEREON IS FROM DIRECT FIELD DATA COLLECTED FALL OF
201 yam'' �� � =V�.QQ,� N,g� •� �i
i
/aP✓i3 SEAL
D MD A. CLARK, PLS L-4649 �_ * L-4649 -
S U RV
�AniG�
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSB OR 0 NOR TH L 0 OP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD
COUNTY
GREENSBORO, NORTH CAROLINA
SHEET 18 OF 38
Regionai Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

213
2i1
PIN: 7896305965
GREENSBORO N.C. PRISON DEPARTMENT
CITY OF GREEN
PIN: 7 (NO DEED LISTED)
II
D.B. 2720 PG. 187 f
I
CROSSING
N: 859828.51 ri \
AREA OF
E: 1793040.48 �?
�
PERMANENT CONVERSION
r r r r
\ � ram r r r\ N J✓`�^. TT1
r r
r r r `• N
Z2 Z2
r r r r�r lir • `/ �° °� :1�0r °`
30 1 °mac
AREA FF� `1� l
��rc,(DI5TUR6 BUFFERS l 0 �JF 'IO�� • • • ' 1
EX. 10" GAS iINE 4NS1D� 1
r r r
r0`OJC�Gr4 \ .. . , t •, • ...... ` r r r �� OKU 0HU-
�(:10 .. =+. •;1. .. / �4 \ 21 r1~ rOHUrCHUlUI
UU OIyU�OHUICHU OHU )HU
J� O
aKUfo0 `0 ��
rrrrrrr r UrOF4U-OHU
r ±ICHU�OHUr01iUrOFSU DHU
�r
LEGEND: Z2 Z2
XX PNG TRACT NUMBER
— — EXISTING PNG RIGHT OF WAY
— , ' — , , — TOP OF STREAM BANK
—C —O— GAS LINE
aiu OVERHEAD UTILITY
ROAD RIGHT OF WAY
Y-.- WOODS LINE
PROPERTY LINE
zl EDGE OF ZONE 1 BUFFER
Z2 EDGE OF ZONE 2 BUFFER
............ DISTURBED AREA
PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
256 SF
160 SF
CONVERSION AREA
30
GRAPHIC S C ALE
30
( IN FEET )
1 inch = 30 ft.
120
111111111!///
1 HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN
HEREON IS FROM DIRECT DATA COLLECTED FALL OF
2012 _���0 QeSlO%ygC
--5/—C 92 f- SEAL
DAVID--A. CLARK, PLS L -4849
L-4649
�Q,
SUFt v ..'.•4�``�
/!/!!l111111111�
JURISDICTIONAL
OF
LINE
BOUNDARIES
'wi:le'l
GREENSBORO NORTH LOOP
RTW RECLAMATION PROJECT
IRS# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
McLEANSVILLE, NORTH CAROLINA
SHEET 19 OF 38
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

AREA OF
PERMANENT CONVERSION
r r
r r
1 -
1
1
/ / 1
A'
jo
SARANLOMAN 8806116413
NEWSOME , zolw', O� '
O
D_B. 3187 PG. 928
/ J �0�0• UFFR
F F
,! ' —
V — • / Cn
r r p
pg— Grzif
�� r r r r / • ' � / �G1G G"l
r
r r
�yG
GfG GrG�G�G�G/ '
E
O�G1G �
30' REA''�� G�G� >L
_ A � _I
o�D4STURBED /
arG� INS4DE BUFFER i 4
�wU�OH
. J ................ r r rru�',u
r
EX. 10" GAS Q" GrRl�� r �� — u 7Z 01W
K '/.. .
•• — r�— rrGlyU��U��
+�rrr— r��U1rOHU�
r r r r N U ��t
Otti
—rrrr � .
fo++u f oxu �
`! q CROSSING
/ i I N: 860877.18
E: 1801736.65
1
LEGEND:
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
PERMANENT
TOP OF STREAM BANK
—G —o—
GAS LINE
—OHS
OVERHEAD UTILITY
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
Z1
EDGE OF ZONE 1 BUFFER
Z2
EDGE OF ZONE 2 BUFFER
DISTURBED AREA
PERMANENT CONVERSION AREA
�giU4�rp►{u�
_ oHU � °KU fiY
•� '� / 231
PIN: 8806311374
BENJAMIN J. MILES
NO DEED ON FILE
A'
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
98 SF
114 SF
CONVERSION AREA
30
GRAPHIC SCALE
15 30 60
( W FEET )
1 inch = 30 ft.
120
,`1y1141lIf!! /�
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY ���� 11
SUPERVISION AND THAT THE STREAM SANK DATA SHOWN `',S CARD(
HEREON IS FROM DIRECT FIELD DATA COLLECTED FALL OF �� F- . g.l..
2012. �; Qit NBC Y
SEAL
DAYI A. CLARK, PLS L -484
L-464
1-i, 10 '..'D SUR146bC��\��
lA14iG► 0��
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSB OR 0 NOR TH L 0 OP
R/W RECLAMATION PROJECT
IR## 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
McLEANSVILLE, NORTH CAROLINA
SHEET 20 OF 38
Surveyors, N.C. License No. C -1362
Rc tonal Land Inc.
�
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

r� CROSSING 231
N: 861048,88
E: 1802788.77
PIN: 8806311374
\� BENJAMIN J. MILES
NO DEED ON FILE
r 22
��' l � /2'' Z2 -�,_'2— Z2 --_ Z2 Z2 �z2-72��
N z Uzi �
1 Uzi -, ry =ter I--,' ��tt zt �n �T' xi 12 _���r
ti m N J AREA OF Z zi
r ^ Zi p �� `z, PERMANENT CONVERSION
�cc O � '!�'•` _ .i'• err .• _ gf �� ��,, .• •" r�
�OOJ N 30 AREA,
o =� ` 1 = I `''������ !,Y '. •.•rk f0 —Q�
1r_ yYl " 15, r qtr r r
��G2YD
� 11454DE SUFFERS • • � zi
asp 0gu
• "r ��"r r
� \u
zi
I2 71
� 7 u cou
~X. i\ 0"U 72 --- O =
Z2 -� L2 I2�� i r r � u
d rok+u
IdIC�O � ju ONU
Ja4LJ H
r +u J wu
UTILITY TOWER
104100,M)l
XX PNG TRACT NUMBER
EXISTING PNG RIGHT OF WAY
— • • — ' ' — TOP OF STREAM BANK
—0 -0— GAS LINE
oHU OVERHEAD UTILITY
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
zi EDGE OF ZONE 1 BUFFER
Z2 EDGE OF ZONE 2 BUFFER
•••••••••••• DISTURBED AREA
PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
11068 SF
222 SF
CONVERSION AREA
50
GRAPHIC SCALE
25 50 100
( IN FEET )
1 inch = 50 ft.
200
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER FAY ``1�1111111Ifr►r���
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN ��� CARDS
HEREON IS FR DIRECT FIELD DATA COLLECTED FALL OF �� QL
2012.
�s ce SEAL
DA D A. CLARK. PLS L -4649
L-4649 . -
�,.
SUR,.{ e�,
70 .A .. Gip .
����rr i u I l 1 +►��'�
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSB OR 0 NORTH LOOP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
McLEANSVILLE, NORTH CAROLINA
SHEET 21 OF 38
Surveyors, N.C. License No. C -1362
Ro Tonal Land Inc.
g
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

„yy111i1
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY \� 1111r1 11”
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN ,\\ `Q1 � C�O4
HEREON IS FROM DIRECT FIELD DATA COLLECTED FALL OF � �¢
2012. = .QR R�
SEAL
DAVID A. CLARK, PLS L-4049 * : L- 46 49 _
EX. 10° GAS LINE f _ 50, BUFFER — °TI
0_G�G j--�'— � 1
20' 3D'
ZONE_ 2 ZONE 1
WETLAND "A "� • • .
v`
_oHU —oHU �� `
REMOVE 15 LF
EX. 8" CPP
REPLACE W/ 2
15 LF 18" CPP
RESTORE 35 LF
j
LEGEND:
XX
I
l
ILIMITS
OF DISTURBANCE=
EXISTING PNG RIGHT OF WAY
— — —
TOP OF STREAM BANK
NEW WOODS LINE
243
j CL CROSSING
OVERHEAD UTILITY
PERMANENTIMPACT
N:
861721.85
N
PIN: 8816012870
E:
1810$07.42
4
CLYDE A. HENLEY &
1
............
DISTURBED AREA
NANCY W. HENLEY
A
,
a
w
Q.B. 4445 PG. 2184
f5
r
rn
EX. 10° GAS LINE f _ 50, BUFFER — °TI
0_G�G j--�'— � 1
20' 3D'
ZONE_ 2 ZONE 1
WETLAND "A "� • • .
v`
_oHU —oHU �� `
REMOVE 15 LF
EX. 8" CPP
REPLACE W/ 2
15 LF 18" CPP
RESTORE 35 LF
j
LEGEND:
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
— — —
TOP OF STREAM BANK
—0-0—
GAS LINE
—0Hu
OVERHEAD UTILITY
PERMANENTIMPACT
ROAD RIGHT OF WAY
359 SF
WOODS LINE
PROPERTY LINE
zt
EDGE OF ZONE 1 BUFFER
Z2
EDGE OF ZONE 2 BUFFER
............
DISTURBED AREA
— . — ' —
EDGE OF WETLANDS
EX. SILT FENCE
TO BE REMOVED
(TYP•)
OLD WOODS LINE
STREAM #22 BUFFER IMPACT
PIPE NO.
ZONE 1
ZONE 2
TEMPORARY IMPACT
553 SF
359 SF
AREA
15
PERMANENTIMPACT
0 SF
359 SF
AREA
REPLANT AREA
553 SF
0 SF
244
PIN: 8816118233
JOHN J. OAKS
& SARA G. OAKES
D.B. 3817 PG. 1557
WETLAND "B"
STREAM #23 BUFFER IMPACT
PIPE NO.
ZONE 1
ZONE 2
TEMPORARY IMPACT
1,677 SF
742 SF
AREA
15
PERMANENTIMPACT
523 SF
742 SF
AREA
REPLANT AREA
1,154 SF
0 SF
LF IN STREAM PERMANENTLY
IMPACTED BY PIPE
PIPE NO.
LF
1
17
2
27
3
15
REMOVE 47 LF
EX, 8" CPP
REPLACE W/ 2 CROSSING
17 LF 18" CPP N: 861736.19
RESTORE 30 LF E: 1811088.48
EX. DRAINAGE
FEATURE
\'N/ \
G
0�
J/ 2pNo' 9�j�fR G�cG \ c
� � \
15'
2 ?0 ro O,yz.2 t (A
O "?�
011U � 0H
oHU—FA -oHU _joHU�oHU�OHU— oHU,00U 00U 0HU �aHU�oHU�—
U FILL AREA
FILL AREA
PIPE #3
N. 861696.67
E. 1810805.05
SEE SHEET 228
FOR CROSS SECTIONS
REMOVE 79 LF
EX. 8" CPP
REPLACE W/ 2
27 LF 18" CPP
RESTORE 50 LF
EX. CHANNEL
STREAM #23
WETLAND IMPACTS
WETLAND AREA
A
B
TEMPORARY IMPACT
5,850 SF
12,079 SF
AREA
PERMANENTIMPACT
900 SF
1,873 SF
BY FILL
REPLANT
AREA (TYP)
LIMITS OF DISTURBANCE=
NEW WOODS LINE
OLD WOODS LINE
PERMANENT
IMPACT AREA
(TYP•)
—��
_7 _7 _7 r-
\ GAG ~a'2s�G ~G� °�O�G G•
G�°� \
.... Ilk ......... ...... I
15 o
z, 50 2 z
° 4' oHU u 0HU— - O� -OHU oHUfor
1 zz �u �or+u `o�HU� 0� CHU �OZ +u �Nti
��oHU \ 4i ~ O
t? v zi SNIP 861717.75 ' PIPE #1 ryo 4i E: 1811214.18 11
N: 861711.68 O= SEE SHEET 22B
E. 1811076.82 FOR CROSS FILL AREA
SEE SHEET 22B zi --- SECTIONS
FOR CROSS SECTIONS
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
NOTE: R/W RECLAMATION PROJECT
1. SOME TREED AREAS ON THIS SHEET WERE DISTURBED PRIOR IRS 0230183
TO NOTIFICATION of PERMIT REQUIREMENT. PIEDMONT NATURAL GAS
TEMPORARY IMPACT AREA 2. DISTURBANCE CORRIDOR IS NOT TO EXCEED 30' IN WIDTH COMPANY, INC.
WITHIN THE BUFFERS.
® PERMANENT IMPACT AREA 3. BANKS OF RESTORED CHANNELS TO BE STABILIZED WITH GUILFORD COUNTY
VEGETATION. COIR MATTING TO EXTEND PAST TOP OF BANK. MCLEANSVILLE, NORTH CAROLINA
REPLANT AREA 4. SEE SHEET 22B FOR IMPACT TABLES AND CROSS SECTIONS. SHEET 22A OF 38
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
N.C. License No. C -1362
Regionai Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
MODIFIED BY S &ME FOR PCN

i ■'i'�n
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CARO� /�,
SUPERVIION AND THAT THE STREAM BANK DATA SHOWN
HEREON SS FROM DIRECT FIELD DATA COLLECTED FALL OF
����\ �N
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DAVID A. CLARK, PLS L-4649
QR
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SUR E,•' �'`�:
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SUPERVIION AND THAT THE STREAM BANK DATA SHOWN
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I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
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CARO� /�,
SUPERVIION AND THAT THE STREAM BANK DATA SHOWN
HEREON SS FROM DIRECT FIELD DATA COLLECTED FALL OF
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DAVID A. CLARK, PLS L-4649
QR
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- L-4649
SUR E,•' �'`�:
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SUPERVIION AND THAT THE STREAM BANK DATA SHOWN
HEREON SS FROM DIRECT FIELD DATA COLLECTED FALL OF
����\ �N
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DAVID A. CLARK, PLS L-4649
QR
SEAL
- L-4649
SUR E,•' �'`�:
�ffff11111ik%0
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR## 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
McLEANSVILLE, NORTH CAROLINA
SHEET 22B OF 38
Land
S N.C. License No. C -1362
Re Yonal d Urve ors, Inc,
y
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

245
PIN: 8816313928
WAYNE P. SAVILLE &
KELLY SAVILLE
D.B. 6842 PG. 1951
P.B. 148 PG. 133 cn I
RIP RAP REPLACED IN CHANNEL rl
TO PREV10US CONDITION N
A
/ � /• X71 + r
X
1 —,Or ?0 ?p' S0- ,�
�
+ +rrr +rr rrj / R �arafp Jy� r
N 2Olo•
r0
rG
GAS LI
EX. 10 �GlG
1 �c�oJp�p�Q / CROSSING 2030,
a ,�y N: 861937.73 '1'F Fip � r r�or+u ror
L4 / E: 1813364.22 + f� 1 r ra�ufa+U
+ r �OHU roHU � 1
/ r �OHU 1 OHU ! l 1
4HUrOHU-04iu— NFL
!
2OHU U
— OHU
0H U —+ U
�UlOH U— OHu1
oU
u—U1 r! 1
, !
!
/
6 � 0i ' ! P
UBL
IC RIW
QUARRY ROAD
R OC
! !
! !
r !
1 !
!
! !
! !
LEGEND:
X X
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
66
TOP OF STREAM BANK
—p —o—
GAS LINE
OHU
OVERHEAD UTILITY
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
Z1
EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
" " " " " "
DISTURBED AREA
PERMANENT CONVERSION AREA
LF IN STREAM TEMPORARILY
IMPACTED BY RIP RAP
STREAM NO.
LF
24
66
DTEMPORARY IMPACT AREA
PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
TEMPORARY IMPACT
1 22 SF
25 SF
AREA
30
GRAPHIC SCALE
15 30 60
( IN FEET )
I inch = 30 ft.
120
`,yyllll1111! //
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY �\��
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN �� ��1 CAR94
2EEREON IS FR PM DIRECT FIELD DATA COLLECTED FALL OF`�
DAVID A. CLARK, PLS L -4646 = * : SEAL . *`
L -4649
'•.� ti v
70 .A .GAP\ \
/ / /�11lIIII1{y���
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH L 0 OP
R/W RECLAMATION PROJECT
IR## 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GIBSONVILLE, NORTH CAROLINA
SHEET 23 OF 38
Land ��++ N.C. License No. C -1362
Re Zonal iJurve ors, Inc.
g y
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

\\ �� T2 _
266
\\ \ PIN: 8826811524
\ ` zy ALMA PATRICK WINDLEY
D.B. 4274 PG. 391
LEGEND:
XX PNG TRACT NUMBER
— — — — EXISTING PNG RIGHT OF WAY
— — — TOP OF STREAM BANK
—o —o— GAS LINE
OHU OVERHEAD UTILITY
ROAD RIGHT OF WAY
.^^'y-e-y-� WOODS LINE
PROPERTY LINE
n EDGE OF ZONE 1 BUFFER
Z2 EDGE OF ZONE 2 BUFFER
• • ' • ' ' ' • • DISTURBED AREA
PERMANENT CONVERSION AREA
�0 2
,a 1
1
Il
11
4. 1 V.
1
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
313 SF
192 SF
CONVERSION AREA
30
GRAPHIC SCALE
60
( IN FEET )
1 inch = 30 ft.
120
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY \� \1�11111IIlfrrr,��,
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN ,.•` ��+ CAROB '���
HEREON IS FR PM DIRECT FIELD DATA COLLECTED FALL OF �•
2D12
�L�+'�. � e��
�i SEAL
DAVID A. CLARK, PLS L -4649
L -4649
= v Q.' .
��rrr11l I I II +���
JURISDICTIONAL
OF
LINE
BOUNDARIES
:.
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GIBSONVILLE, NORTH CAROLINA
SHEET 24 OF 38
Land Surveyors, N.C. L)cense No. C -1362
Re Tonal Inc.
�
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

j
268G 268H 2681 1
PIN: 8836417839 I
PIN: 8836410482 ROBERT S. DOWD PIN: 6836417839
PEGGY M. LITTEN, D.B. 5721 PG. 232 RONALD WAYNE KIDD
HOPE M. NEESE D.B. 6237 PG. 199
D.B. 5333 PG. 811 + 269
1 f PIN: 8836418239
RYAN MILES GERNER
1 ! � Q.B. 6358 PG. 1416
50' BUFFER
ZONE 1 20'
oNE-? �CI�R I f _ E 1 r ZONE 2-9
1f jjj
s AREA OF
�OHU 0" 0111 'OHU�0�}jfu ~ ~ ~ ~ �s / ?OE'' PERMANENT CONVERSION
~ ~ ~ -N� �3�OHU. OHU`OHU + �~
EX. 10" GAS LINE oNU�aHU
F4 / 301 f � � , OHU
�a�a� s oNU OHU
DISTURBED A
/ ONU—OHU�OHU�
EO / INSIDE SUFFERS
A -a _
w 15 �U INV. 696.22
s 1 � o`'�• , .... ..... / POWER
AD
S R- #2763 6D, ROAD
/ �` INV. 696.45 , I �y PUBLIC R W
CROSSING / /
��+U-0HU— N: 861196.06
oHU��+u– –qNu u �' E: 1834555.72 s .
/ � oHU�oHU�_oHU� � A'
/ � ~OHU-0HU ��OHU
U —L OHU`OHU—OHU—oHu
—0HU—pNU-0 HU— OHU`0NU_0HU_0FfU�OHU�
ti\ 10,
LEGEND:
XX
PNG TRACT NUMBER
— — — — EXISTING PNG RIGHT OF WAY
— — —
TOP OF STREAM BANK
—a —a—
GAS LINE
oHU
OVERHEAD UTILITY
ROAD RIGHT OF WAY
'm.
WOODS LINE
PROPERTY LINE
zt EDGE OF ZONE 1 BUFFER
Z2 EDGE OF ZONE 2 BUFFER
' ' . ' • ' . • . ' .. DISTURBED AREA
PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
489 SF
300 SF
CONVERSION AREA
30
GRAPHIC SCALE
( IN FEET )
1 inch = 30 it.
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY \ \�j1y111111�r1 / ///
SUPERVISION AND THAT THE STREAK BANK DATA SHOWN `��\ \ \��1 C�O�
HEREON IS FROM DIRECT FIELD DATA COLLECTED FALL OF �� QL gj� •.
2012. Q�� NAC `q
/3 SEAL
DAVID A. CLARK, PLS L -4649
L-4649
Q
�i SUft .."
JURISDICTIONAL
OF
LINE
BOUNDARIES
i
GREENSB OR 0 NOR TH L 0 OP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GIBSONVILLE, NORTH CAROLINA
SHEET 25 OF 38
Land N.C. License No. C -1362
ReZonal S Inc,
�
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

271
PIN: 8836514213
JOHN T LEE &
LOIS M LEE
D.B. 2654 PG 100
ytio0- /
AREA OF r
PERMANENT CONVERSION
Y O
274 C14
n
Co
—0 �� STE
\ PIN: 8836620381 a POM LINE RD_ra
JOHN B. WAGONER & HELEN Z cWMCH RD
B. WAGONER 0104�(
\ \ D.B. 3715 PG. 380
CHIf
AN
�
P�
o
/ O 0�K �Oa� \�+ z (NOT T SCALE)
)
5
N Z2
ti0
Z2
30 AREA a�ara r� �'•��r
1
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EX. 10" GAS L1�l�D �� v�G�O��Jaf 15 �`. .� .. j, \� III
a�4 • • �" �,• • • • • �\ • •� ' •r.a� \?j fOL1U OkiU� SUPERVISIONCERTIFY
AND THAT THE STREAM BANK DATA SHOWN `��� C'� �,'��
_rj"'J U�OHU HEREON IS FROM DIRECT FIELD DATA COLLECTED FALL OF i�� `¢ 0
In oHU"� 2012. //� .
/ 1 r CHU � OHU r C►iu � ?/ \ _ ��C/`� �' � SEAL `
roL1U�0HU��U �� SJ� DAVID A. CLARK. PLS L -4646 = * L-4649 ' * —
/�
CIA
f_0RUrOHU�OFLU ' '. \\.9M I 9 �•
�Y s
�o
OKU —r
�UrOH4lrOHV��'U�OHU�OkSU��� CROSSING
N: 861208.60
E: 1835714.64
272
PIN: 8836504863
WILLIAM RAYMOND WALKER
D.B. 5638 PG. 949
LEGEND;
XX
PNG TRACT NUMBER
— — —
EXISTING PNG RIGHT OF WAY
— — —
TOP OF STREAM BANK
—D —D—
GAS LINE
oHU
OVERHEAD UTILITY
ROAD RIGHT OF WAY
'n
WOODS LINE
PROPERTY LINE
z1
EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
......••••••
DISTURBED AREA
PERMANENT CONVERSION AREA
fpHU� . \\ 2� i�i'O .ti� SUR`;�r.•,• �`�Z
IN �zr'�ZI �ly \ 273 IAIIIG�P��``.
1 z1
PIN: 8836612262
DUKE POWER COMPANY
\� �� � Z2 � Z2 � \r� NO PEED ON FILE
72 — 72
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
75 SF
111 SF
CONVERSION AREA
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSB OR 0 NORTH LOOP
R/W RECLAMATION PROJECT
IR## 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GIBSONVILLE, NORTH CAROLINA
SHEET 26 OF 38
Regionai Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

rV
ti
� fir► � �� �
�zz
o Z2
^ °2`" h \t� PIN: 8836620381
.L o JOHN B. WAGONER &
AREA OF HELEN B. WAGONER
_ PERMANENT CONVERSION D.B. 3715 PG. 380
rte~ rrr
? _ r r _rrr N
Ul
l; JOrO�d�
x x �c1c
TT �rr• 2f r Z1 ' 21 , G� c
ri
rV jZ _ \ r r r r �� r /J /y / / /y / / //y " • ' Oro~ CT
ftBED AREA 1 g Cn �12�
c� �aDW DE BUFFERS Z2 Z2 Z2 Z2 �7�- r•
r r
rrrrrr y.i•lfY' ` 1Q�4 15 �••• rrrr ��I•lll✓r
r \ rCl¢ G . 11 . •• rr rZr 121 `21 u�b4i
EX. i0" GAS ONE�c ••1 �rOHU�aHU �oH
�O�D�B �/,. '. -'•''` •rrr \ 0HU"HIJ�
r0�6 j? �. tir ` r • • r .. � � U1011
_a1a r r r0HUror+
�i CROSSING \ —
4 1atU 0HUroHUrN: 861335.70
Oyur ' U ! r E: 1836811.27 V.
DKO OHU 10HU'OVU r0HU 10H/ r -'l �_ - 21 r 21 zy \ .. �... —
1� 1 —z1 rr
273
PIN: 8836612262 /
DUKE POWER COMPANY
NO DEED ON FILE
r �
r 1
1
LEGEND:
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
-- ' -- ' —
TOP OF STREAM BANK
—o a—
GAS LINE
OHU
OVERHEAD UTILITY
ROAD RIGHT OF WAY
ter,.
WOODS UNE
PROPERTY LINE
ZI
EDGE OF ZONE 1 BUFFER
Z2
EDGE OF ZONE 2 BUFFER
' .. • "' .....
DISTURBED AREA
PERMANENT CONVERSION AREA
r22 n —z1 �z
IZ1 �Z4 _21 �Z2 —Z2 —72 122 —Z2
A�
�Z2 z2 z2
,y PIN: 8836711224
NC -IX LLC
D.B. 7449 PG. 1100
1 �
_ T
� 1
II
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
581 SF
CONVERSION AREA
308 SF
50
GRAPHIC SCALE
25 50 100
( W FEET )
1 inch = 50 ft.
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY \`�� \�ltilllllll►����,'/
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN \���
HEREON IS FROM DIRECT FIELD DATA COLLECTED FALL OF �� �- . Sl1'6 ;•.�/jj
2012. R< "Y
SEAL
DAVID A. CLARK, PI S L-4649'
L -4649
' P
JURISDICTIONAL BOUNDARIES
OF
LINE 380
GREENSB OR 0 NORTH LOOP
R/W RECLAMATION PROJECT
IR## 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
G UILFORD COUNTY
GIBSONVILLE, NORTH CAROLINA
SHEET 27 OF 38
Regionai Land Surveyors, Ine.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

274 a/ z
PIN: 8836620381
JOHN B. WAGONER & AREA OF
HELEN B. WAGONER PERMANENT CONVERSION Z2
Q.B. 3715 PG. 380
rr�rr /� •� 4 rrr� EX. 1D
1 / 30' r R/W
r DSSNRBED AREA'p CROSSING 17 PN G ,v
INSIDE BUFFERS N: 861465.14 '
E: 1837663.49
GAS UI`4E r-
0 ' �' r' O U, i1 9 / / � OHUIOHUiOHU �pliU
r� � CHU
p41U
I2 >� � 0. 21 � � rpHU ��u ly
rr i2 i %1+G� U�ow wu 1 V / PIN: 8836717443
�1 u R, �� / DUKE POWER COMPANY
Z o J / NO DEED ON FILE
QHU i
t,
z1 1�
� / N n z,
UTILITY TOWER r
r �y
- -`�r�� $ d �°- 1, 1 12 276 r
T%�r�r Zt / Z
• r r / Z,
PIN: 8836716291
JERRY LANCE SUMMERS
D.B. 3785 PG. 285
r
i � mafx, zi ZZ
'
N
z, fz, 72 Z2 72 � N °'
72 f 22 22/—
1
1 '12
/ 1
i
LEGEND:
XX PNG TRACT NUMBER
EXISTING PNG RIGHT OF WAY
— — — TOP OF STREAM BANK
—p — p— GAS LINE
O+U OVERHEAD UTILITY
ROAD RIGHT OF WAY
ry^ WOODS LINE
PROPERTY LINE
z1 EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
• • ' • " • "' • ' DISTURBED AREA
PERMANENT CONVERSION AREA
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN ; �\\1 CAR94
HEREON IS FROM DIRECT FlELD DATA COLLECTED FALL OF
2012.
DAVID A. CLARK, PLS L -4fi�3 _ SEAL
* L-4649 -
�:
4.9ya SUF0 -
1 JURISDICTIONAL
OF
LINE
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
469 SF
68 SF
CONVERSION AREA
GRAPHIC SCALE
25 50 100
( IN FEET )
1 inch = 50 ft.
200
BOUNDARIES
111:1.1
GREENSB OR 0 NOR TH L 0 OP
R/W RECLAMATION PROJECT
IR## 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNT Y
GIBSONVILLE, NORTH CAROLINA
SHEET 28 OF 38
N.C. License No. C -13
62
Regionai Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

w
L� 50
30'
ZONE
' BUF IER
p 20'
1 ZONE 2�
CA
1
AREA OF
PERMANENT CONVERSION
-------- ----
EX. 10" GAS LINE
° a -a 3,
a`a DISTURBED AREA -a
A � ! 1 INSIDE BUFFERS c� ° ~0`c a c c =0 c�
c =a
c�v w ,�
/ a�
� .......... .............. j................1 ..........
�
oHV —0HU —OHU _OHU _OHU �OHU O,,U z "
oHU
oHU —EIIiU
ki +C f �U~OHU- �q��OFfU,OHU�
f f 0HU � OHU — oHU —
CROSSING 1
rl N: 861616.70 + 1 I
284 ! E: 1840470.90 ; 11 1:
PIN: 8846012533 I f
JEFFREY D. MACKENZIE
D.B. 6230 PG. 270
LEGEND:
XX
PNG TRACT NUMBER
— — — —
rn
285
f�
—a— °—
rn
oHU
50�
BUFFER
}' o
PIN: 8846026040
WOODS LINE
30
STEVEN WALLACE LITTEN
ZONE 1
`
& PEGGY M. LITTEN
ZONE 2~
D.B. 2741 PG. 544
N
\
1
�i
ry
............ ...r .........
L� 50
30'
ZONE
' BUF IER
p 20'
1 ZONE 2�
CA
1
AREA OF
PERMANENT CONVERSION
-------- ----
EX. 10" GAS LINE
° a -a 3,
a`a DISTURBED AREA -a
A � ! 1 INSIDE BUFFERS c� ° ~0`c a c c =0 c�
c =a
c�v w ,�
/ a�
� .......... .............. j................1 ..........
�
oHV —0HU —OHU _OHU _OHU �OHU O,,U z "
oHU
oHU —EIIiU
ki +C f �U~OHU- �q��OFfU,OHU�
f f 0HU � OHU — oHU —
CROSSING 1
rl N: 861616.70 + 1 I
284 ! E: 1840470.90 ; 11 1:
PIN: 8846012533 I f
JEFFREY D. MACKENZIE
D.B. 6230 PG. 270
LEGEND:
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
—
TOP OF STREAM BANK
—a— °—
GAS LINE
oHU
OVERHEAD UTILITY
ROAD RIGHT OF WAY
.rrrrrrrrr�,
WOODS LINE
PROPERTY LINE
21 EDGE OF ZONE 1 BUFFER
z2 EDGE OF ZONE 2 BUFFER
• .... , ..... ' DISTURBED AREA
PERMANENT CONVERSION AREA
PIN: 8846016394
JOHNSON INVESTMENT
GROUP, LLC
D.B. 5290 PG. 558
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
305 SF
159 SF
CONVERSION AREA
30
GRAPHIC SCALE
15 30
( IN FEET )
1 inch = 30 ft.
120
��►11111 111 rrr�r
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN ���`\\•�1� �ARO�
HEREON IS DIRECT DATA COLLECTED FALL OF �� �
2012 : .=",.Q'4i� ONR� • ;-Y
/ SEAL
DAVID A. CLARK, PLS L-4649
L -4649
SURF
CAI
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSB OR 0 NOR TH L 0 OP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
GUILFORD COUNTY
GIBSONVILLE, NORTH CAROLINA
SHEET 29 OF 38
Land ��~rr N.C. Llonse No. C -1362
Re Tonal �Jurve ors, Inc,
g y
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

CD ` % \ \
PIN: 8856013397 ` \
JUDITH ANN CARTER,
ET AL &
D.B. 1748 PG. 707
A'
30 S0' eUF I I
_ 2C); Al z-� ---- - - - - -- i
b AREA OF
- - - - - --
ni % " " " " " • • y PERMANENT CONVERSION
� � • } .. I , ._ ' f � /, f
EX. 10" GAS LINE
4_6 0 —� •c�c�c a o�o�o� / 30' Fl
DISTURBED AREA -0-0 0 -0- 0 a'a INSIDE BUFFERS
N w r
_L_j �.........� ................. ............ ..........�
- �- -- r3 _\ _
oHU — OHU -� oHU _ oHU _ OHU _ oHU
_NU _ 0ku — — .� �.
04U- 0HUA_ OHU OHU 1i
�1 f �y'� oHU z pHU OHU — OH
f / \ ~0HU ~°HU —OHU —m
CL CROSSING ! L
N: 861166.84 1
E: 1850606.79 \
r1 \ 1 UTILITY TOWER
1
1 �.\
1
\. \ / �r
LEGEND:
XX
PNG TRACT NUMBER
ZONE 1
EXISTING PNG RIGHT OF WAY
PERMANENT
TOP OF STREAM BANK
—o —a—
GAS LINE
0HU
OVERHEAD UTILITY
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
Z1
EDGE OF ZONE 1 BUFFER
Z2 EDGE OF ZONE 2 BUFFER
" • "' • • ' • " DISTURBED AREA
PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
57 SF
56 SF
CONVERSION AREA
30
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
120
``�►►1lnurrrr��
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN `��� �� C'^'TO�
HEREON IS FROM DIRECT FIELD DATA COLLECTED FALL OF
2012. ��.��. � � =0�•.'Q�Slpgq( .; Y ��
DAVID A. CLARK, PLS L-4649-
' * SEAL
�q -4649
JURISDICTIONAL
OF
LINE
BOUNDARIES
:m
GREENSB OR 0 NOR TH L 0 OP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
ALAMANCE COUNTY
ELON, NORTH CAROLINA
SHEET 30 OF 38
Land SUrveyors, N.C. Llcenee No. C -1362
Re Zonal Inc.
�
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

\� \
\r. \ 19
\ \ PIN: 8856419316
1 MARGARET CHANDLER
SALINGER
D.B. 453 PG. 82
50' 9UFR �_l
AREA OF *3 vFF 1
PERMANENT CONVERSION 5� Z NE, 30' ZONE 2
\ 0 ZONE 1 I
- - - - -- —
EX. 10" GAS LINE 30'
DISTURBED AREA CD
INSIDE BUFFERS z
z
/ 0 0`
.......... ....... LO
........... x
-- - - - - - - - - - - - - - - - - - - - - -
I rL CROSSING
--
N: 860971.84
E: 1855316.&8 \
iU- OHU- 0"U-OHU-OHU- OHU-OHU "OHU-OHU-OHU _N}� \. 4 4.
I OHU� JU � OHU-OHU \ \
a•I���H�,.�, w0HU —OHS *OHU —OHU—
ri
LEGEND:
XX PNG TRACT NUMBER
— — — EXISTING PNG RIGHT OF WAY
— — '• — TOP OF STREAM BANK
—0 -0— GAS LINE
aiU OVERHEAD UTILITY
ROAD RIGHT OF WAY
r^ ^ WOODS LINE
PROPERTY LINE
Z1 EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
' """"" ' DISTURBED AREA
PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE 1 ZONE 2
PERMANENT
1,327 SF 920 SF
CONVERSION AREA
30
GRAPHIC SCALE
1.9 30 60
( IN FEET )
1 inch = 30 ft.
120
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN CAR
HEREON IS FRO DIRECT FIELD DATA COLLECTED FALL OF �N SIOo`�,' /iii
2012.
S 0 113 SEAL
DAVID A. CLARK. PLS L -4649 * L -4649
.41 off.
JURISDICTIONAL
OF
LINE
BOUNDARIES
MIDI
GREENSB OR 0 NOR TH L 0 OP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
ALAMANCE COUNTY
EL ON, NORTH CAROLINA
SHEET 31 OF 38
Land Surveyors, N.C. License No. C -1362
Re Tonal Inc.
g
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

I \
l
En
LEGEND:
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
CONVERSION AREA
TOP OF STREAM BANK
—o —a—
GAS LINE
OHU—
OVERHEAD UTILITY
ROAD RIGHT OF WAY
.rv-r- r-r-rr-r-,'%,
WOODS UNE
PROPERTY LINE
z1
EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
• • • • • • • • • • • •
DISTURBED AREA
PERMANENT CONVERSION AREA
� � y
� O
i \ AREA OF
I PERMANENT CONVERSION
\ o \ (TYP) I
\ o /� � O
0 \ N � PIN: 8855978754 /
Szi CHARLES W. COCKMAN
D.B. 1123 PG. 746
�\ °' q CROSSING
\ N: 857695.47 /
1 N ` E: 1859831.89
Ln
/ I to �&Cl o.
zi
4- �\ \
'Y P
�� •` // N \ Own \ �\
I
zo
f 1 �
PIN: 8855978654 N \ \ I
MICHAEL W BOYD &
I
PAMELA A. BOYS
D.B. 2310 PG. 874
\a f
o
STREAM BUFFER IMPACT
ZONE 1 ZONE 2
PERMANENT
1 83 5F 3 5F
CONVERSION AREA
GRAPHIC SCALE
0 15 30 BO
( IN FEET )
1 inch = 30 ft.
120
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY �� \�,11111111111/��
SUPERVISION AND THAT THE STREAM BANK DATA SHOWS+! � /
HEREON IS FRO DIRECT LD DATA COLLECTED FALL OF ` �
2012.
s y SEAL
DAVID A. CLARK, PLS L- 46 49 - 7� L_4649 * -
O 'H� SUfl�',.•
lA
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
ALAMANCE COUNTY
BURLINGTON, NORTH CAROLINA
SHEET 32 OF 38
Regionai Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

f=
PIN: 8865150879 I
! ; MARK NEWTON &
L
\ \q o \ EX. HOUSE MICHELLE J. NEWTON J
D.B. 1365 PG. 840
2. `
I 4 \ I
Ln �� \
cl
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CIV 22
y EX. 24° / \ \ o Z2 1
SQUARE CULVERT f .. _ \ Q� `� r.1 Z2
i F ao. \� zr _ I
p f EX. 24" CPP m zr zi
l ~mow \ \ :. _Gc�'�F .••'� o \C) N: 85581158 ~
I
\ F-
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4� a � V
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,
SS
4e \ i
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ez
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q�
I\
LEGEND:
XX
66
PIN: 8865150679
RONALD W. JONES &
JENNIFER GAIL JONES
D.B. 929 PG. 991
\�� a
�7l
STREAM BUFFER IMPACT
PING TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
— — ' —
TOP OF STREAM BANK
—0 -0—
GAS LINE
ofiu
OVERHEAD UTILITY
ss
SANITARY SEWER
STORM SEWER
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
zt
EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
• • ' ' • ' . ' ' ' ' '
DISTURBED AREA
PERMANENT CONVERSION AREA
66
PIN: 8865150679
RONALD W. JONES &
JENNIFER GAIL JONES
D.B. 929 PG. 991
\�� a
�7l
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
103 SF
524 SF
CONVERSION AREA
30
c
1�SS
AREA OF
PERMANENT CONVERSION
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
120
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY `�� \11' "' I If fill,,
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN `��♦ ,�N CARo4
HEREON IS FROM DIRECT FIELD DATA COLLECTED FALL OF
2012. s!� � �� i��S81 NR� • y
SEAL
DAVID A. CLARK, PLS L- 49
i ..� L-4649
SUR..'
.A .. GAP
1r11 r 1111110��
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH L 0 OP
R/W RECLAMATION PROJECT
IR## 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
ALAMANCE COUNTY
BURLINGTON, NORTH CAROLINA
SHEET 33 OF 38
N.C. License No. C --1362
Regionai Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

i 25, e r
r X25,1, .
EX. 50' PNG R/W
PIN: 8865141981
JAMES LEON PORTER 1
ELLEN T. PORTER
D.B. 508 PG. 26 =• "' m
! w
�;• I a ? / AREA OF
PERMANENT CONVERSION
0"o /` !
v 2
ll 4 �so � ' � uo ! I• A' W
/ ! ! �. • r. CROSSING / �+
111 /
N. 854793.92
E. 1861191.84 h
141 g
�O1 V � �/ D•9 '��p� 0• 'f!' I�
/ u ! ! AREA OF
00&-// PERMANENT CONVERSION
72 !�
PIN: 8865141981
/ JAMES LEON PORTER !
ELLEN T. PORTER
/ D.B. 508 PG. 26
LEGEND.
XX PNG TRACT NUMBER
EXISTING PNG RIGHT OF WAY
TOP OF STREAM BANK
—a —a— GAS LINE
4HU OVERHEAD UTILITY
SD STORM SEWER
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
zt EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
' • .... "' ' DISTURBED AREA
PERMANENT CONVERSION AREA
sum
cllu
!I
!k7 72A ~
PIN: 8865141981
C3 JAMES LEON PORTER
P 7 ELLEN T. PORTER
�' D.B. 508 PG. 26 '
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
446 SF
40 SF
CONVERSION AREA
W
GRAPHIC SCALE
20 40
( W FEET )
1 inch = 40 ft.
160
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN `1� C�TO4
HEREON IS FROM DATA COLLECTED FALL OF `�� Q- S! 0'' •. ����
/j SEAL
DAVID A. CLARK, PLS L -4643 * L-4649 '
SUR�.
CAI
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
ALAMANCE COUNTY
BURLINGTON, NORTH CAROLINA
SHEET 34 OF 38
Regionai Land Surveyors, Inc,
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

/ /
PIN: 8865141981 / G / 17
JAMES LEON PORTER
1G a/ /
n x ELLEN T. PORTER / 0.* F'G // / / 1i
> 1 D.B. 508 PG. 26 / p/• 11` /
LA
/ /
1 •
Ole
PER NENT /// /.: /,.• / fl/fl /
PIN: 8865140387 CONVERSION / / 'Y
DONNA REYNOLDS & / ..; o 0
JEFFREY LD
\ / D.& 1386 PG. 0370 / / / � //' /� / / / ►� /
a
/
/
GARAGE
AN
73A
CULVERT END / PIN: 8865142510
N: 854263.01 / / / / o/ �G �, / /�py��, /� \ LATOSHA &YCOL BYR
\ E: 1861123.46 / / t°`,P / \ CURTIS BOYCE
// 6 �'•.•• j // �y D.B. 2504 PG. 727
e ��'Q5 /. /•' fl/ �� /� \ PIN: 88651424DO \
60 f LEO M. BOLICK & \
/ ELIZABETH B. BOLICK
�` •�. o/fl '4` / / \ D.B. 444 PG. 812
61 40,
o\ / \ / PIN: 8865142301
a a� ANTHONY KUKIELKA & \ /
ow \ BRANDY V. KUKIELKA
,� u� D.B. 1290 PG. 984 /
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
— — —
TOP OF STREAM BANK
—0 -0—
GAS LINE
oHU
OVERHEAD UTILITY
SANITARY SEWER
STORM SEWER
ROAD RIGHT OF WAY
WOODS LINE
PROPERTY LINE
Z1
EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
• ' . ' • ' ' ' ' ' ' '
DISTURBED AREA
=
PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
318 SF
143 SF
CONVERSION AREA
72A CHURC 70
\ PIN. 8865141981 VICINITY MAP
JAMES LEON PORTER NOT TO SCALE
\ ELLEN T. PORTER
D.B. 508 PG. 26
D �
HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN \�� CAROZ
HEREON IS FROM DIRECT FIELD DATA COLLECTED FALL OF ��i, i
2012.
SEAL
DAVID A. CLARK, PLS L-049
_ L-4649
Q 9ti0 S Uft'4,z :1
A
,//'III
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
ALAMANCE COUNTY
BURLINGTON, NORTH CAROLINA
SHEET 35 OF 38
Land Surveyors, N.C. License No. C -1362
GRAPHIC SCALE Re Tonal Inc,
�
30 0 1s 30 60 120 8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]
( IN FEET )
1 inch = 30 ft.

I 1
1 �, 0
453 201ti / / � 1
a1 q aNP / � r
NG GR5O '���i / / CULVERT END
E: 861131.0,
1 E: 1861131.0;
I HEADWALL -
IWOOD SHED
1
mu-
/ WOOD BRIDGE
! / ,•• '
\ / .00 '
/
/ AREA OF 1/ ° 4 / a
✓ 1 PERMANENT /
/ \ CONVERSION / • • o, • • 4 by
/ / TR.
rol z,
0 ,
/ '. '00 / gyp, ti�A ' • / x5 4/ - \ CARPORT
/ / •� ��` O/� `4y11111rr!!
� / / ��'•tyrs / ` I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY ������
000, / �,'��' C� N' / ✓ \ ` SUPERVISION AND THAT THE STREAM BANK DATA SHOWN ��� �1 CARD
� ��t�' O 7 j HEREON IS FRO D ELECT FI DATA COLLECTED FALL OF ��� ¢�•• "'gI� (�
5�, / / / p CARPORT \ 2072 i - N4 .�
AREA OF ! 4' _ •'Q <
PERMANENT / . 1% • 4/ / \ PIN: 8865142004 s aB SEAL
/ CONVERSION / / / ! ROBERT B. CLARK JR & -
/� / . • , •�� / �p PEES / / O \ MARTHA Z. CLARK DAVID A. CLARK, PL5 L- a9 * L-4649
R�FO E�FCZi' / \ 76 D.B. 506 PG. 599 .'e 4A'
/ . •�z' 4.��SSO� 0v / PIN: 8865131974 /i'Q .syo SUR`!�i' ¢�:�:
/i • • • / ��� / \ ROBERT D. ALLEN &
/�/ .•'•� /° / BEVERLY M. ALLEN �ii�0 A
/ /�'i ,•,j•it� a/ ��i // D.B. 786 PG. 68
a GP �i
.00
/ / � , . • ` 1 /d 4/ / 1 PIN: 8865132815
/ •. • • iZ cy/ / / CARROLL DEAN FORTUNE &`
/ 000 ' • / 1 BETTY H. FORTUNE \ / �(
D.B. 432 PG. 214 Y JURISDICTIONAL BOUNDARIES
OF
a/ LITED? PLWDV IM C LINE 386
j Z2 D.B. 2272 PG. 879 / GREENSB OR 0 NORTH LOOP
/o R/W RECLAMATION PROJECT
LEGEND: IR# 0230183
xx PNG TRACT NUMBER PIEDMONT NATURAL GAS
— — — — EXISTING PNG RIGHT OF WAY STREAM BUFFER IMPACT COMPANY, INC.
TOP OF STREAM BANK ZONE 1 ZONE 2 ALAMANCE COUNTY
—0 -0— GAS LINE PERMANENT 252 SF 2,181 SF BURLINGTON, NORTH CAROLINA
aiu OVERHEAD UTILITY CONVERSION AREA
-O O FENCE LINE SHEET 36 OF 38
STORM SEWER SU
N.C. License No. C -1362
ROAD RIGHT OF WAY GRAPHIC SCALE Regionai Land
WOODS LINE= rve ors, Inc,
PROPERTY LINE
Z1 EDGE OF ZONE 1 BUFFER 50 0 25 50 100 2DO 8642 WEST MARKET STREET, SUITE 100
Z2 EDGE OF ZONE 2 BUFFER GREENSBORO, NORTH CAROLINA 27409
• • • • • • • • • • • • DISTURBED AREA TELEPHONE [phone]
PERMANENT CONVERSION AREA ( IN FEET) JOB .1227.90 1 DRAWN BY: TLM I DATE: 04/09/2013 1 CREW CHIEF: --
1 inch = 50 it.

l ► >N I
! ► A0 25
► '2� , 1:
ptAGRIW,`
I'
30'
zoNE
.1
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► o ER �:
1 50�'g, FF `
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CROSSING
N: 852265.11
E: 1861639.09
�b PREP
AREA OF �V\NS��E
I PERMANENT
PIN: 8865124290 CONVERSION \
PIEDMONT NATURAL GAS
COMPANY, INC. I o
D.B. 1659 PG. 718 81 '•\
PIN: 8865126219 '\
PIEDMONT NATURAL
GAS COMPANY, INC.
D B 514 PG 464
LEGEND:
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
— — —
TOP OF STREAM BANK
—o —o—
GAS LINE
0HU
OVERHEAD UTILITY
-00
FENCE LINE
STORM SEWER
ROAD RIGHT OF WAY
WOODS UNE
PROPERTY LINE
Z1
EDGE OF ZONE 1 BUFFER
Z2
EDGE OF ZONE 2 BUFFER
............
DISTURBED AREA
PERMANENT CONVERSION AREA
J�
7s
PIN: 8865125911
ALAMANCE EXTENDED
CARE, INC.
D.B. 1274 PG. 159
r
r N
lx
1'.
EX. RIPRAP
1
foe
dz�
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
98 SF
771 SF
CONVERSION AREA
w
GRAPHIC SCALE
15 a0 80
( IN FEET )
1 inch = 30 ft.
� /
I HEREBY CERTIFY THAT A SURVEY WAS `,��►�lui�lrr,�r
SUPERVISION AND THAT THE STREAM BA KADATA SHOWN ���\�N CAR9z
HEREON IS FRECT FIELD DATA COLLECTED FALL OF
2012. � ��� =C¢E�CSSfO�y��• Y ��
_
S I3 SEAL
DAVID A. CLARK, PLS L -4849
L-4649 -
SUR --'
120
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
ALAMANCE
COUNTY
BURLINGTON, NORTH CAROLINA
SHEET 37 OF 38
Land Surveyors, NX. ucen9B NO. G -1362 Re Tonal Inc,
g
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

G
PIN: 8865107572 1 z PIN: GANT,
ROBERT D. KERNODLE & '� 1 G ROGER GANT, III &
SUSAN GANT
CHRISTANA KERNODLE ss� 1 D.B. 2482 PG. 247
D.B. 2230 PG. 270 ��d -•ss _ V —Z2
AREA OF 1 0 1 1 l
\ PERMANENT CONVERSION
-21 �Zi �
Z2 - Z2 � Z2 l y` - 21
\ G �
1 \ Q
\
to Z
NJ
1~ '. �, 1 et
STREAM # 39
\� ?Q Lw
L71 1 , G / 1 �ZS J21 �Zt J
\ tT o � CROSSING 1 �1 r z
Co N: 850396.00 1 i
c
\ ~ zt zt m E: 1861914.381 ` / —
zl �. n zl —m zl � zt �� � � � �
'Nl-� o !� r7 Z2 f
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Z2 Z2 22 Z2 { Z2 - I?
Z2 �
r
X. 50'
92 o NG R/K' PIN: 8865200240
25, / LUZETTE C. BROWN
PIN: 8865107269 /
D.B. 368 PG. 363
BETSY LILES GANT a 25,
D.B. 683 PG. 754
LEGEND:
XX
PNG TRACT NUMBER
— — — —
EXISTING PNG RIGHT OF WAY
1,142 SF
TOP OF STREAM BANK
—0 0—
GAS LINE
oHU
OVERHEAD UTILITY
ROAD RIGHT OF WAY
WOODS UNE
PROPERTY LINE
Zl
EDGE OF ZONE 1 BUFFER
EDGE OF ZONE 2 BUFFER
• "' , , •
DISTURBED AREA
PERMANENT CONVERSION AREA
STREAM BUFFER IMPACT
ZONE 1
ZONE 2
PERMANENT
1,142 SF
932 SF
CONVERSION AREA
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
2
Ckf
U
21
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY \\ \\ \\,�1�11111�1��� /,/
SUPERVISION AND THAT THE STREAM BANK DATA SHOWN �,\ �� CAR94
HEREON IS FROM DIRECT FIELD DATA COLLECTED FALL OF `�� OC4t . gl"k,
��SEAL r
DAIAD A. CLARK, PLS L-4649 * '
i ti -4649
SURV.•',
JURISDICTIONAL BOUNDARIES
OF
LINE 386
GREENSBORO NORTH LOOP
R/W RECLAMATION PROJECT
IR# 0230183
PIEDMONT NATURAL GAS
COMPANY, INC.
ALAMANCE COUNTY
BURLINGTON, NORTH CAROLINA
SHEET 38 OF 38
T Surveyors, N.C. LIccnsc No. C -1362
R e g Ton al L a d In c.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

Appendix V:
Wetland Data Sheets and Preliminary JD Form

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: %77 V `pity /County: /�1 �fP'c�i'L.i? Sampling Date:0� �
Applicant/Owner. iP ( %-r State: Sampling Point:
Investigator(s):
Applicant/Owner..
1 a��,. Section, Township, Range:
Landform (hilislope, terrace, etc.y A4 Local relief (concave, convex, none): 6(--J-1LE 5 (tom slope ( %): �—
Subregion (LRR or MLRA): Lat: . �r .�q Long: � �� L Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year.? Yes No (if no, explain in Remarks.)
Are Vegetation —he, Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes V No
Wetland Hydrology Present? Yes No
Remarks: * 4! l �� '_ ��
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required;
check all that apply)
_ Surface Soil Cracks (136)
_ Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (68)
H�i h Water Table (A2)
Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (1310)
_V Saturation (A3)
i/Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ D Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (132)
InyAdation Visible on Aerial Imagery (67)
_ Shallow Aquitard (D3)
_Water- Stained Leaves (B9)
_ Microtopographic Relief (134)
_ Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes Io,�No
Depth (inches):
Saturation Present? Yes _o
Depth (inches):
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Tree Stratum (Plot size: )
1.
2.
3.
4.
5.
Sampling Point:
Absolute Dominant Indicator DominanceTestworksheet:
% Cover Species? Status Number of Dominant Species %
That Are OBL, FACW, or FAC: (O (A)
= Total Cover
50% of total cover: 20% of total cover:
Sapling Stratum (Plot size: 1;�o I )
1.
6.
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC: _ ja(::7
(B)
(A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x2=
FAC species x 3 =
FACU species x4=
UPL species x5=
Column Totals: (A)
(B)
Prevalence Index = B/A =
= Total Cover Hydrophytic Vegetation Indicators:
50% of total cover. _� 20% of total cover: 1 Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 2 - Dominance Test is >50%
1 5Pd V K) V,(7� j (� _ 3 -Prevalence Index is :53.01
2 /� _ 4 - Morphological Adaptations' (Provide supporting
3. data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
5
6.
= Total Cover
50% of total cover: 20% of total cover:
Herb Stratum (Plot size: )
1. &aAjI .' 7111 ]�(1� —% f G��
2.
3.KAV �T j TKA jf,, (ftjM
7.
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb —All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
it (1 m) in height.
Woody vine — All woody vines, regardless of height.
11.
�= Total Cover
50% of total cover: 20% of total cover: Z_
Woody Vine Stratum (Plot size: )
1. ZA Q0 Aj� Akw,
2.
3.
Hydrophytic
40 = Total Cover Vegetation
50% of total cover._ 20% of total cover: Present? Yes VI No
rs here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

SOIL
Sampling Point:
(Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color moist % Color (moist) % Type Loc Texture Remarks
lot � _(�C rzm —AA yi W C, S�4
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
_ Hydrogen Sulfide (A4)
_ Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (S6)
Type:
Depth (inches):
Sand
Dark Surface (S7)
Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Thin Dark Surface (S9) (MLRA 147, 148)
L y Gleyed Matrix (F2)
epleted Matrix (F3)
Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
Iron- Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147)
Indicators for Problematic Hydric Sc
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
_ Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
_ Other (Explain in Remarks)
'Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No,
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: City /County: Sampling Date: L 1 r5
Applicant/Owner: ��� �� State: 1 Sampling Point: --�- -.
Investigator(s): J ��� —�. Section, Township, Range:
Landform (hillslope, terrace, etc.): `�< <� Local relief (concave, convex, none): G Slope ( %): _7,
Subregion (LRR or MLRA): Lat: Long: Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.)
Are Vegetation —AZ,-Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No bo
Are Vegetation , Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present. Yes No I✓ within a Wetland. Yes No V
Wetland Hydrology Present? Yes No —�
Remarks: .
TZDVJ
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required;
check all that apply)
_ Surface Soil Cracks (136)
_ Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (1310)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
_ Water- Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations:
/
Surface Water Present? Yes No
Uepth (inches):
Water Table Present? Yes No
/Depth (inches):
Saturation Present? Yes No
V Depth (inches):
Wetland
Hydrology Present? Yes No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Tree Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
50% �o.�f total cover:
,
Sapling Stratum (Plot size: 7 / )
Sampling Point: WA
A
Absolute Dominant Indicator Dominance Test worksheet:
% Cover Species? Status Number of Dominant Species
That Are OBL, FACW, or FAC:
= Total Cover
20% of total cover:
= Total Cover
50% of total cover: 20% of total cover.
Shrub Stratum (Plot size: ) i—
2.
3.
4.
Total
of • . • ver: 20% of total
Herb (Plot a
7
8.
9.
11
= Total Cover
50% of �totver: 20% of total cover: Woody Vine Stratum (Plot size: ) —�
2.
4.
Total Cover
50% of total cover: 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers
Total Number of Dominant
Species Across All Strata:
_ (A)
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x2=
FAC species x3=
FACU species x4=
UPL species x5=
Column Totals: (A) (B)
Prevalence Index = B/A =
_ 1 - id Test for Hydrophytic Vegetation
Dominance Test is >50%
_ 3 -Prevalence Index is _53.01
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub —Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb —All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine — All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes No
Eastern Mountains and Piedmont —Version 2.0

SOIL
Sampling Point: W v
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color moist % Color (moist) % Tvae Loc Texture Remarks
(�2- 1 0\1 I� �
-2. =����� It o it
it (,
'Type: C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. `Location: PL =Pore Lining,_M= Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (1712) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
TVDe:
Depth (inches):
Remarks:
Hydric Soil Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): 05.10.13
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
JOEY LAWLER, PWS
S &ME, INC.
9751 SOUTHERN PINE BOULEVARD
CHARLOTTE, N.C. 28273
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: PNG GREENSBORO
RECLAMATION PROJECT
C. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
THE REVIEW AREA IS LOCATED WITHIN PNG'S EXISTING 50 -FOOT
WIDE RIGHT -OF -WAY (ROW) WEST OF THE JUNCTION OF FRIEDEN
CHURCH ROAD AND ROCK QUARY ROAD (36.11599,- 79.63952),
MCLEANSVILLE, GUILFORD COUNTY, N.C.
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: NORTH CAROLINA County /parish /borough: GUILFORD
City: MCLENASVILLE
Center coordinates of site (lat /long in degree decimal format):
SEE TABLE
Universal Transverse Mercator: 17N, NAD83 NC STATE PLANE
Name of nearest waterbody: UT TO BALCKWOOD CREEK AND UT TO
ROCK CREEK
Identify (estimate) amount of waters in the review area:
Non - wetland waters: SEE TABLE
Cowardin Class: SEE TABLE
Stream Flow: SEE TABLE
Wetlands: SEE TABLE
Cowardin Class: SEE TABLE
Name of any water bodies on the site that have been identified as Section 10
waters: NONE
Tidal: N/A
1

Non - Tidal: N/A
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s)
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre- construction notification" (PCN), or requests verification for a non - reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,

and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that
apply) - checked items should be included in case file and, where checked
and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant /consultant: SEEE ATTACHED FIGURES.
® Data sheets prepared /submitted by or on behalf of the
applicant /consultant.
❑ Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name:
MCLEANSVILLE, NC.
® USDA Natural Resources Conservation Service Soil Survey. Citation:
GUILFORD COUNTY.
❑ National wetlands inventory map(s). Cite name:
❑ State /Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of
1929)
® Photographs: ® Aerial (Name & Date): 2010 ARIAL PHOTOGRAPHS.
or ® Other (Name & Date): S &ME REPRESENTATIVE SITE
PHOTOGRAPHS
❑ Previous determination(s). File no. and date of response letter:.
® Other information (please specify): SEE ATTACHED WATERS UPLOAD
SHEET AND REPRESENTATIVE USACE ROUTINE WETLAND
DETERMINATION FORM.
3

IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
See attached Agent Authorization
Signature and date of Signature and date of
Regulatory Project Manager person requesting preliminary JD
(REQUIRED) (REQUIRED, unless obtaining the
signature is impracticable)

USACE Waters Upload Sheet
PNG Greensboro Reclamation Project
Project No. 1357 -13 -001
05.13
Waters Name
Cowardin_
Code
HGM Code
—
Area
(acres)
Linear (ft)
Waters Types
Latitude
(dd nad83)
Longitude
(dd nad83)
Local—Waterway
S22
R3UB
RIVERINE
-
50
RPW
36.1160
79.6396
UT to Blackwood Creek
S23
R3UB
RIVERINE
-
79
RPW
36.1160
79.6392
UT to Blackwood Creek
S24
R4SB2
RIVERINE
-
66
RPW
36.1165
79.6319
UT to Rock Creek
WA
PEM
RIVERINE
0.15
RPWWD
36.1160
79.6391
UT to Blackwood Creek
WB
PEM
RIVERINE
0.32
RPWWD
36.1160
79.6395
UT to Blackwood Creek

Appendix VI:
Restoration Plan and Mitigation Acceptance
Letter

RESTORATION PLAN
PNG Greensboro Reclamation Project
Guilford and Alamance Counties, North Carolina
BACKGROUND
The following restoration plan shall be implemented in order to: 1) restore wetland and
jurisdictional stream channels within the existing Piedmont Natural Gas (PNG) right -of-
way (ROW) that were temporarily disturbed during construction of an access route, and
2) re- vegetate portions of the existing ROW that are located within streamside areas
subject to riparian buffer rules.
A primary focus of the restoration efforts will occur at an impacted area located west of
Freiden Church Road near McLeansville, North Carolina. At this location, PNG placed
culverts and associated fill material within two jurisdictional stream channels in order to
provide vehicular access to an otherwise isolated high ground portion of their ROW. The
streams are identified as Streams 22 and 23, and each is adjoined by a riparian wetland
area, identified as Wetlands A and B, respectively. Because equipment mats were not
employed when the work was performed, Wetlands A and B were impacted by heavy
equipment moving through the area to install the pipes and to remove brush and felled
vegetation. Wetland B was also impacted by placement of a pipe within a drainage
feature. The drainage feature within Wetland B did not exhibit a continuous bed and bank
or other morphological features to a degree sufficient for classification as a stream.
The culverts placed within the jurisdictional areas consisted of 8 -inch, corrugated plastic
pipes that spanned the width of the 50 -foot ROW.
Following review of the area by U.S. Army Corps of Engineers (USACE) and the N.C.
Division of Water Quality (NCDWQ) personnel on March 12, 2013, it was determined
that the existing pipes should be removed and replaced with pipes of a smaller length.
Agency personnel also determined that the diameter of the new pipes should be sufficient
to accommodate normal flow and circulation patterns associated with the streams and
wetland area.
RESTORATION ACTIVITIES
Stream 22 and Wetland A
Restoration activities associated with Stream 22 will entail removal of the existing, 8 -inch
diameter pipe that spans approximately 15 if of the ROW and replacement with a 18 -inch
diameter pipe of the same length. The remaining length of the stream within the existing
ROW had not been piped, but had been impacted by sedimentation and equipment traffic.
The length of channel located downstream of the new pipe will be restored to its
approximate original grade and contour, seeded and stabilized with matting. Use of hard -
armoring will be avoided.
Stream 23 and Wetland B
The existing 79 -foot long, 8 -inch diameter pipe located within Stream 23 will be replaced
with two parallel 27 -foot long, 8 -inch diameter pipes. Use of the two 18 -inch diameter
pipes will accommodate the same flow as that of a 36 -inch pipe, but will reduce the
1

Restoration Plan S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Project May 2103
crossings vertical profile and the amount of overlaying fill material required to construct
the adjacent approaches. Downstream of the new pipes, the 50 feet of stream channel
previously impacted by placement of the original pipe will be restored to its natural grade
and contour, the banks seeded with a native seed mix and lined with erosion control fabric.
Similarly, the existing 47 -foot long, 8 -inch diameter pipe that was placed within Wetland
B will be replaced with two parallel 17 -foot long 18 -inch diameter pipes. Approximately
30 feet of a drainage feature (not classified as a stream channel) located within Wetland B
downstream of the new pipe will be restored to its approximate original grade and
contour, seeded and stabilized with matting. Use of hard - armoring will again be avoided.
Fill material placed in connection with construction of the crossings will be limited 15 feet
in width, and to that necessary to cover the pipes and tie the crossing the existing grade.
Excess fill material fill will be removed and the underlying area retuned to pre- disturbance
contours. Within wetlands and buffered areas, the pre- reclamation wood line (which was
surveyed prior to reclamation activities) will be re- established by planting native woody
vegetation. The remainder of the wetland area will be seeded with a native wetland seed
mix (Table 1).
Buffer Restoration
Project -wide, PNG plans to maintain 30 feet of their 50 -foot wide ROW through the
riparian buffer. In those areas where the entire 50 feet was reclaimed prior to agency
notification, PNG will restore approximately 20 feet of the ROW, or the limits of the pre -
reclamation wood line, by replanting the affected areas with native woody vegetation.
The composition of species to be planted is identified in Tables 3 and 4. Disturbed areas
will also be seeded with the seed mix specified in Table 2.
POST - CONSTRUCTION MONITORING
Quarterly monitoring of Streams 22 and 23 and Wetlands A and B shall be performed for
a period of two years following restoration of these areas. The monitoring will consist of
photographic documentation of restored areas and a qualitative assessment of streambank
stability and the growth/hardiness of planted vegetation. We anticipate that reports will be
provided to NCDWQ and the USACE at a frequency to be determined by special
conditions of the permit and /or water quality Certification.
2

Restoration Plan S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Project May 2103
PLANTING TABLES
Because much of the disturbed area located west of Frieden Church Road consists of
wetland area, the seed mix identified in Table 1 shall be utilized to restore affected areas.
Table 1: Wetland Seed Mix
Species
Common Name
Percentage of Mix
Elymus ripanus
Riverbank wild rye
20
Agrostis stolonifera
Creeping bentgrass
15
Carex vulpinoidea
Fox sedge
12
Panicum virgatum
Switchgrass
15
Poa palustris
Fowl bluegrass
15
Dichanthelium clandestinum
Deer tongue
08
Bidens aristosa
Bidens
04
Juncus effusus, NC Ecotype
Soft rush
04
Aster lateriflorus
Calico aster
03
Sagittaria latifolia
Duck potato
02
Saururus cernuus
Lizards tail
02
T dactyloides
100
Wetland Seed Mix to be applied to all wetland areas extending five feet landward following construction.
Recommended application rate: 10 -12 lbs. seed mix plus 10 -12 pounds of companion crop /acre.
To provide quicker cover, 50 percent of mix should consist of perennial rye (Lolium perenne)
or Germain (foxtail) millet (Setaria italica). Both species will provide quick stabilization but
not interfere with native grasses.
Disturbed areas within affected buffers along the remainder of the project that are subject to
replanting activities will be seeded with the mix identified in Table 2.
Table 2: Riparian Seed Mix
Species
Common Name
Percentage of Mix
Elymus virginicus
Virginia wild rye
15
Panicum virgatum
Switchgrass
15
Agrostis stolinifera
Creeping bentgrass
10
Rudbeckia hirta, NC ecotype
Black -eyed Susan
10
Coreopsis lanceolata
Lance leaf tickseed
10
Panicum clandestinum
Deer tongue
10
Andropogon gerardii
Big bluestem
05
Juncus effusus
Soft rush
05
Echinochloa muricata
Awned barnyard grass
05
Schizachyrium scoparium
Little bluestem
05
Sorghastrum nutans
Indian grass
05
T dactyloides
Gamma grass
05
100
Riparian Seed Mix to be applied to all disturbed streambanks, extending five feet landward following construction.
Recommended application rate: 10 -12 lbs. seed mix plus 10 -12 pounds of companion crop /acre.
As indicated previously, 50 percent of mix should consist of perennial rye or German (foxtail)

Restoration Plan S &ME Project No. 1357 -13 -001
PNG Greensboro Reclamation Project May 2103
millet.
At least three of the species identified in Table 3 will be selected for re- planting activities
that take place during the dormant season.
Table 3: Live Stake and Bare Root Species*
Species
Common Name
Plant Spacing
Cornus amomum
Silky dogwood
2 feet on center
Physocarpos opulifolius
Ninebark
3 feet on center
Salix caroliniana
Carolina willow
1 foot on center
Salix nigra
Black willow
1 foot on center
Salix sericea
Silky willow
2 feet on center
Sambucus canadensis
Elderberry
3 feet on center
Symphoricarpos orbiculata
Coral Berry
2 feet on center
'For use when planting during the dormant season. Select at least three of the listed species.
At least three of the species identified in Table 4 will be selected for re- planting activities
that take place during the growing season.
Table 4: Containerized Species Composition*
Species
Common Name
Plant Spacing
Alnus serrulta
Tag alder
5 feet on center
Aronia arbutifolia
Red chokeberry
5 feet on center
Callicarpa Americana
Beautyberry
5 feet on center
Carpinus caroliniana
Ironwood
5 feet on center
Cercis canadensis
Redbud
5 feet on center
Cornus amomum
Silky dogwood
5 feet on center
Fraxinus pennsylvanica
Green ash
5 feet on center
Lindera benzoin
Spicebush
5 feet on center
Ilex verticillata
Winterberry
5 feet on center
Sambucus Canadensis
Elderberry
5 feet on center
Salix sericea
Silky willow
5 feet on center
'For use when planting during the growing season. Select at least three of the listed species. Cone - tainers are
acceptable.
Suitable substitutions to the species identified in Tables 3 and 4 are acceptable following
approval of an S &ME botanist.
North Carolina Suppliers of native seed and plant material:
Mellow Marsh Farm Natives
1312 Woody Store Road 550 East Westinghouse Boulevard
Siler City, N.C. 27344 Charlotte, N.C. 28273
919.742.1200 688.527.1177
919.742.1280 fax plants anglantnative.net
www.mellowmarshfarm.com
4

Ecosystem
PROGRAM
April 30, 2013
Jim Kalish, PE
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
Project: PNG Greensboro Reclamation
Expiration of Acceptance: October 30, 2013
County: Guilford and Alamance
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated
with the proposed activity including SL 2009 -337: An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S.L. 2011 -343.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit /401 Certification /CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In-
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation are
summarized in the following table. The amount of mitigation required and assigned to NCEEP for this impact is detennined by
permitting agencies and may exceed the impact amounts shown below.
Impact
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Buffer I
(Sq. Ft.)
Buffer II
(Sq. Ft.)
Cold
Cool
Warm
Riparian Non - Riparian
Coastal Marsh
Jordan- Haw
Cape Fear
03030002
0
0
0
0 1 0
0
9,257
1 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed in
accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July '28, 2010.
Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
(919) 707 -8915.
Sincerely,
i
James. anfill
Asset Management Supervisor
cc: Karen Higgins, NCDWQ Wetlands /401 Unit
Sue Homewood, NCDWQ- Winston -Salem
Michael Layne- City of Burlington
Joey Lawler, agent
File
Kato r t2" ®GL' �tGL G �
®�LJ
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919 - 919 - 707 -8976 / www.nceep.net