20141313 Ver 1_401 Application_20141214

M�77/
LETTER OF TRANSMITTAL
S&ME, Inc.
9751 Southern Pine Blvd.
Charlotte, NC 28273
704.523.4726
704.525 -3953 fax
To: NC Division of Water Resources
401 and Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
We Are Sending You ® Attached
following items
Date: December 18, 2014
Job No. 4335 -14 -105
Line 364 Pipeline
Replacement
Attn Ms Karen Higgins
❑ Under separate cover via
❑ Shop drawings ❑ Contract ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Report
the
Copies
Date
No
Description
5
12/18/14
1
PCN NWP No 12MQC No 3884
1
12/18/14
2
CD with PCN
1
12/12/14
3
Check for $570 00 #024374
These Are Transmitted As Checked Below
® For approval ® For your use
❑ As requested ❑ For Review
❑ For Bids Due _ /_/ ❑ Prints Returned After Loan To Us
Remarks Enclosed is a PCN for your review
Signed
If you have any questions, feel free to call Joey Lawler at 704 - 523 -4726
Gloria A Keiffer, Administrative Ass
SWE, INC / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704 523 4726 f 704 525 3953 / www smeinc corn

i
December 18, 2014
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801 -5006
Attention: Mr. William Elliot
N.C. Division of Water Resources
401 and Buffer Permitting Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
Reference: Courtesy Pre - Construction Notification
NWP No. 12/WQC No. 3884
Campbell Creek Spot Stabilization
PNG Line 364 Pipeline Replacement
Charlotte, North Carolina
S &ME Project No. 4335 -14 -105
Dear Mr. Elliot and Ms. Higgins:
On behalf of Piedmont Natural Gas, S &ME, Inc. (S &ME) is submitting this notification to
inform you of work they plan to conduct in connection with relocation of a segment of
natural gas pipeline (Line 364) that is currently located too close to several existing
residential dwellings. The general project area is located south of Marlbrook Drive and north
of Springfield Drive in an urbanized portion of Charlotte, Mecklenburg County, North
Carolina (35.1910860N, -80.742411'W). This PCN is being submitted to the U.S. Army
Corps of Engineers (USACE) only as a courtesy, but does require written approval from
North Carolina Division of Water Resources (NCDWR).
In support of this notification, please find enclosed the following:
• Figures — Site Vicinity Map (Figure 1), USGS Topographic Map (Figure 2), 2012 and
Aerial Photograph (Figure 3)
• Appendix I: Completed PCN
• Appendix II: Site Photographs
• Appendix II: Project Plan Sheets
• Appendix IV: Agency Scoping Responses
PNG has determined that the proximity of the existing gasline to the residential dwellings
poses potential safety concerns. Accordingly, PNG has proposed moving the subject
segment of pipeline away from the dwellings and into a new easement. However, moving
the line further away from the houses will result in a new easement that is closer to Campbell
S &ME, INC. / 9751 Southern Pine Blvd / Charlotte, NC 28273 / p 704.523.4726 f 704.525.3953 / www.smeinc.com

Courtesy Pre - Construction Notification SWE Project No. 4335 -14 -105
Campbell Creek Spot Stabilization — PNG Line 364 December 18, 2014
Creek, which flows through the back yards of the affected houses. Campbell Creek is a
detailed study stream under the National Flood Insurance Program (NFIP).
Assessment of the stream channel determined that the banks of the creek are actively eroding
at two locations near the proposed easement, and as such, may present future risk to the pipe.
As a precaution, PNG intends to stabilize two meander bends to minimize erosion, limit
channel migration and maintain reasonable separation between the creek and the pipeline.
The bank stabilization project was developed using natural channel assessment and design
techniques, incorporates natural materials into its construction, and will result in no
appreciable change in the Base Flood Elevations (BFE's).
The project has also been designed to comply with the applicable conditions of Department
of the Army Nationwide Permit (NWP) No. 12 (Utility Line Activities) from the USACE,
and General Water Quality Certification (WQC) No. 3884 from the NCDWR, and as
proposed, should not require written approval.
The work has also been authorized under a General Floodplain Development Permit by
Mecklenburg County Stormwater Services. The project will also employ appropriate
sediment and erosion control practices as outlined in the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual. Following
construction, temporarily- disturbed upland areas will be restored in accordance with the
project construction drawings. The proposed project will not result in an appreciable increase
impervious surface, and no permanent stream or wetland impacts are anticipated.
Thank you for your consideration of this project. If we can provide additional information or
answer questions you may have, please feel free to contact us at 704.523.4726.
Sincerely,
S &ME
�oeyy L er, P.W.S.
Project Manager
Attachments:
• Figures — Site Vicinity Map (Figure 1), USGS Topographic Map (Figure 2), 2012 and
Aerial Photograph (Figure 3)
• Appendix I: Completed PCN and Agent Authorization Form
• Appendix II: Site Photographs
• Appendix II: Project Plan Sheets
• Appendix IV: Agency Scoping Responses
Cc: Alan Johnson, NCDWR Mooresville Regional Office

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REFERENCE:
GIS DATA LAYERS WERE OBTAINED FROM TOPO-USA (MINT HILL, INC USGS TOPO MAP). PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES
ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO I
RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS IN - FORMATION. f R/D Copyright,©:.201,3 'i �,raph'ic r—Uty,imcubed,
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APPENDIX I:
COMPLETED PCN

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olqi� -'Z
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
F-1 Section 404 Permit ❑Section 10 Permit
1b.
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
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
® Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Campbell Creek Spot Stabilization - PNG line 364
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Charlotte
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:
david.vena @piedmontng.com
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Project is linear.
Latitude: 35.191893 Longitude: -
1 b. Site coordinates (in decimal degrees):
80.743006
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
< 1 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Campbell Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C - Index No.11- 137 -9 -1
2c. River basin:
Catawba
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 general project area is located south of Marlbrook Drive and north of Springfield Drive in an urbanized portion of
Charlotte, Mecklenburg County, North Carolina. The project area consists of residential yards and lightly wooded riparain
areas along the eroding segement of stream.
3b. List the total estimated acreage of all existing wetlands on the property:
None
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
— 700 If
3d. Explain the purpose of the proposed project:
PNG has determined that the proximity of the existing gasline to the residential dwellings poses potential safety concerns.
Accordingly, PNG has proposed moving the subject segment of pipeline away from the dwellings and into a new
easement. However, moving the line further away from the houses will result in a new easement that is closer to
Campbell Creek. Assessment of the stream channel determined that the banks of the creek are actively eroding at two
locations near the proposed easement, and as such, may present future risk to the pipe.
3e. Describe the overall project in detail, including the type of equipment to be used:
As a precaution, PNG intends to stabilize two meander bends to minimize erosion, limit channel migration and maintain
reasonable separation between the creek and the pipeline. The bank stabilization project was developed using natural
channel design techniques, incorporates natural materials into its construction, and will result in no appreciable change in
the Base Flood Elevations, or change the contour of the channel bed. The work will be conducted with industry- standrad
eearth- moving equipment, and is detailed on the attached drawings.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes El No ®Unknown
project (including all prior phases) in the past?
Comments: Unknown
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ❑Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: S &ME, Inc.
Name (if known):.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: No wetland imapcts will occur
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
Streambank
Stabilization
Campbell Creek
® PER
❑ INT
® Corps
® DWQ
15
125
S2 E] P ®T
Streambank
Stabilization
Campbell Creek
® PER
❑ INT
® Corps
® DWQ
15
175
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P FIT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
300
3i. Comments: Streambank will be sloped, a rock footer installed flush with the streambed along the eroding bank, and
livestakes, brush - mattressing, coir matting and native riparain seeding applied along the remaining slope.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments: No open -water impacts are required.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments: No pond or lake construction is required
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number-
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
B1 ❑P ❑T
F-1 Yes
❑ No
B2 ❑P ❑T
❑Yes
❑ No
B3 ❑P ❑T
F-1 Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project was developed using natural channel design techniques, incorporates natural materials into its construction. The
rock footer will be embedded along the eroding bank and will not extend above existing streambed elevation.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The project has also been designed to comply with Department of the Army Nationwide Permit (NWP) No. 12 from the U.S.
Army Corps of Engineers, and General Water Quality Certification (WQC) No. 3884 from the North Carolina Division of Water
Quality, and as proposed, does not require written approval from the USACE. The project will also employ appropriate
sediment and erosion control practices as outlined in the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual. Following construction, temporarily- disturbed upland areas will be restored in
accordance with the project construction drawings. The proposed project will not result in an appreciable increase impervious
surface, and no permanent stream or wetland impacts are anticipated.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ 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
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
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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).
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments: P
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
S.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El 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?
See agency scoping responses
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://ocean.floridamarine.org/efh_coral/ims/viewer.htm
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
See agency scoping responses
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: Project has been approved by Char -Meck Stormwater Services
under a Flooplain Development General Permit
8c.
What source(s) did you use to make the floodplain determination? Available FEMA mapping
Joey Lawler, P.W.S.
12.18.14
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION FORM
Date: 07.11.2014
Project Information
S &ME Project Name: Piedmont Natural Gas Pipeline Integrity /Assessment/Maintenance
Type of Project: Permit Authorizations), Agency Communication /Coordination
Location: Multiple NC /SC locations
Property Owner /Representative Information
Business Name:
Mailing Address:
City, State, Zip Code:
Telephone No.
Contact:
Agent Information
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
704.731.4598
Jim Kalish
Business Name: S &ME, Inc.
Street Address: 9751 Southern Pine Boulevard
City, State, Zip: Charlotte, NC 28273
Telephone No. 704.523.4726
Contact: Joey Lawler
Authorization: I t �'�} �'; J�--C'� I /J� of Piedmont Natural Gas
hereby authorize S &ME, Inc. to act as agent with the U.S. Army Corps of
Engineers and the N.C. Division of Water Resources pursuant to
communications, coordination and obtaining the necessary Section
10/404/401 /Buffer permits, if applicable, related to the above - referenced
on -going projects.
Signature: A
S &ME, INC. / 9751 Southern Pine Blvd / Charlotte, NC 28273 1 p 704.523.4726 f 704.525.3953 / www.smeine.com

APPENDIX II:
SITE PHOTOGARPHS

Y i
� a
� ra
'
Photo 1: View of Project Area facing upstream.
w
11 - VI)o
-�► .mod �,�;,�. 3 } , y,
Photo 3: Facing upstream at second eroding meander.
i � 4
4'
a�
r i f
Photo 2: Facing upstream at first eroding meander.
Photo 4: Facing downstream toward second eroding
meander.
Photo 5: Closer view of second eroding meander. Photo 6: View of typical eroding streambank.
Taken by: JoL SITE PHOTOGRAPHS
Checked by: NA Campbell Creek Spot Stabilization
PNG Line 364 Replacement
Date:05.07.14 Project No.: 4335 -14 -105 Photo Page 1 of 1

APPENDIX III:
PROJECT PLAN SHEETS

PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED NO DATE
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE 0 7 -28 -14
CONSIDERED CONFIDENTIAL (OM- 1095). THIS DRAWING
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
SITE LOCATION MAP
REVISION(S) DESCRIPTION
FOR CONSTRUCTION
0 1000' 2000'
y rte~
I
. I
f
`,
5 �
I
1 s`
BY CHKI APPE DESCRIPTION APPROVALS
PM WB SL AREA CODE 00000 DATE SIGNATURE INITIALS
REGIONAL
ACCOUNT NUMBER 5215 ENGINEER
PROJECT NUMBER 01 40607 DATE SIGNATURE INITIALS MGR TECH
DRAWING BY PLM REC & STD
CHECKER DATE SIGNATURE / INITIALS PRINCIPAL
SIGNATURE ENGINEER
GENERAL NOTES
1. CONTRACTOR TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION.
2. SITE LOCATION MAP SOURCE: U.S. GEOLOGICAL SURVEY 1:24,000 SCALE QUADRANGLE, MINT HILL, NC, 1993
3. EXISTING CONDITIONS PLAN VIEW DRAWING DATA BASED ON SURVEY DRAWING: OWNER LIST KEY MAP FOR
PIEDMONT NATURAL GAS MARLBROOK DRIVE RELOCATION LINE 364 CRAB ORCHARD TOWNSHIP MECKLENBURG
COUNTY CHARLOTTE, NORTH CAROLINA. SURVEY DRAWING CREATED BY REGIONAL LAND SURVEYORS, INC. 2013.
4. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING AND PLANNED UTILITIES, STRUCTURES, AND OTHER
FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF
THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTOURS SHOWN WITHIN THE AREA
UNDER CONSTRUCTION WERE NOT SURVEYED BUT WERE APPROXIMATED FOR REPRESENTATION PURPOSES.
PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY AND AGREE TO BE FULLY RESPONSIBLE FOR ANY AND
ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE FEATURES AFFECTING HIS
WORK. ANYTHING NOT SHOWN ON THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER
AND SHALL NOT CONSTITUTE AN EXTRA, UNLESS APPROVED BY THE OWNER.
5. THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY CONCERNING ANY CONFLICTS ARISING DURING
CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS.
6. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WITHIN THE PROJECT
LIMITS AND COORDINATE EXCAVATION REQUIRED AROUND THESE UTILITIES WITH THE RESPECTIVE OWNERS. THE
CONTRACTOR MUST GIVE ADEQUATE NOTICE TO ALL UTILITIES OWNERS PRIOR TO EXCAVATION (AS DEFINED BY
THE UTILITY OWNER), THROUGH NORTH CAROLINA ONE -CALL (811)
7. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS
TO ORIGINAL CONDITION AND RELATED EXPENSES.
8. ALL CONSTRUCTION AND EROSION AND SEDIMENT CONTROL MEASURES MUST CONFORM WITH THE PROJECT
PLANS AND SPECIFICATIONS, AS WELL AS THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCE REGULATIONS, AND OTHER RELATED GOVERNMENT AGENCY REQUIREMENTS.
9. ALL AREAS DISTURBED DURING CONSTRUCTION THAT ARE NOT INTENDED FOR DEMOLITION SHALL BE RESTORED
TO THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZED EARTH, CURBS,
DRIVEWAYS, SIDEWALKS, MAILBOXES, DRAINAGE CULVERTS, FENCES, ETC., WITH THE SAME TYPE OF MATERIAL
THAT WAS REMOVED DURING CONSTRUCTION.
10. APPROPRIATE STEPS SHALL BETAKEN TO ENSURE THAT PETROLEUM PRODUCTS OR OTHER CHEMICAL
POLLUTANTS ARE PREVENTED FROM ENTERING WATERS OF THE STATE. ALL SPILLS MUST BE REPORTED
IMMEDIATELY AND MEASURES SHALL BE TAKEN TO PREVENT THE POLLUTION OF WATERS OF THE STATE.
11. MEASURES SHALL BE IMPLEMENTED TO MEET LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR SAFETY.
12. UNDER NO CIRCUMSTANCES SHALL S &ME BE ASSUMED TO BE RESPONSIBLE FOR SITE SAFETY DURING
CONSTRUCTION.
13. IF THE CONTRACTOR DISCOVERS ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN THE PLANS, HE SHALL
CONTACT THE ENGINEER PRIOR TO PROCEEDING. THE ENGINEER WILL THEN ISSUE INSTRUCTIONS ON HOW TO
PROCEED.
LEGEND:
GAS - GAS EXISTING GAS LINE
_ GAS - GAS FUTURE GAS LINE
—EXISTING GAS LINE EASMENT
=FUTURE GAS LINE EASEMENT
PROPOSED TEMPORARY WORK SPACE
—OOO FENCE
STM - STM STORM DRAIN
ABANDONED SANITARY SEWER
SAN - SAN SANITARY SEWER
SANITARY SEWER EASEMENT
STRUCTURE
TREE LINE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
— — — — — — EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
APPROXIMATE LIMITS OF GRADING
OHE- OHE OVER HEAD ELECTRIC
PROPERTY LINE
DRAINAGE EASEMENT
I CREEK SECTION ALIGNMENT
1 +00
SHEET LIST TABLE
SHEET 1
COVER SHEET
SHEET 2
EXISTING CONDITIONS, LIMITS OF DIST.
SHEET 3
UPSTREAM BANK STABILIZATION
SHEET 4
DOWNSTREAM BANK STABILIZATION
r6111Piedmont
Natural Gas
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
CAMPBELL CREEK SPOT STABILIZATION
LINE 364 PIPELINE REPLACEMENT
COVER
Charlotte, North Carolina
UTILITIES AND EXCAVATIONS DISCLAIMER
S &ME HAS NOT VERIFIED THE LOCATION OF ANY UTILITIES.
THE LOCATION OF THE CONSTRUCTION EASEMENT SHOWN
IN THE PLAN SHEETS IS APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
NORTH CAROLINA STATE LAW REQUIRES THAT NORTH
CAROLINA 811 BE CONTACTED A MINIMUM OF 48 HOURS
PRIOR TO ANY PLANNED ACTIVITIES. ALL EXCAVATIONS
SHOULD BE PERFORMED IN ACCORDANCE WITH
APPLICABLE FEDERAL, OSHA, STATE, AND LOCAL
REQUIREMENTS. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR SITE EXCAVATION SAFETY.
Know what's below.
0111 before you dig.
SHEET(S) 1 OF 4 1 DWG SCALE AS SHOWN
DATE 07/28/2014 1 STATION ID
DRAWING NUMBER
C
RC STATION /METER /LINE NUMBER YEAR REVISION

GAS =_ GAS
�o
yF
\ O
yF
�o
yF
SANITARY SEWER MAN HOLE
_/_ ate'
'D
P
0
/
P
0
0
N: 528789.40
E: 1480357.57
MARLBROOK DRIVE
BOUNDARY MONUMENT
N: 528841.21
E: 1480289.84
I
I
I
I
Go
CD
0
BOUNDARY MONUMENT
N: 528789.40
E: 1480357.57
GPS CONTROL
SANITARY SEWER MAN HOLE
co
2 �
c '
I 'I
3
io
O ° �
� M
00 z�
�O ° c I
0 0
co
3� t^ 1 3.
-
°yF N z� UTILITY POLE I �j GAS \ O� 0
oy I O) / ^ o �IGAS GpS— °tiF y`� As SANITARY SEWER MAN HOLE
F\ U) UTILITY POLE LO O GAS GAS O rys� —� ' v
N GAS GAS I �\ °yFS \ J \ \
/ _ _ \ \
\ oh' OHE OHE — OHE OHS oHE L_ \ Gq
KInTPQ
1. DEBRIS JAM IDENTIFIED DURING MAY 5 -8 -2014 SITE VISIT CONSISTING OF
FALLEN TREES APPROXIMATELY 1 -3 FEET IN DIAMETER. CONTRACTOR TO
REMOVE FALLEN TREES AND COLLECTED DEBRIS WITHIN THE CHANNEL
CROSS SECTION AT THIS LOCATION.
ZO' P F OHE — OHE — OHE — OHE — \ OH O —O� 0 -0 -0_
D.B. 2F)72 R/W \ Oy 0 OHE— OHE— OHE— OHE— OHE GAS EASEMENT GAS 6/�E` ° -0-0 O SHED SAN
PG. 47 O E— OHE— OHE— OHE— Gpg� OHE`
GAS O N SAN _ — - Gq \
S� ON 0y GPS_ G O H— g_ 1j0_�SAN�SA �_ yF�Sq 0 S\ \\ O`� 1
O GAS GAS — GAS _AGAGA � — — -� � GAS I °HEM f \ \ GqS
I S ON �I _ _ — — GAS OH�AL`!` I s — _ — — — — — — O� `�F,O
GAS GAS SAN OHE b q, \ G �\ ell
STORMWATER EASEMENT GAS N� _ _ �- GAS SAN _ \ ���
-- - -- t
— O — GAS ' GAS — GAS G S GAS g GAS =GAS — — — '- - N SAN SAN SAN HF OHF O E _ — — — —� — — \ O y \ N I C6I I \ \ �� \ GqS \
I
GAS SAGA / Sp —= � ®,� ` \�
w / �� O AS GAS GAS GAS �� GAS / GP ( a SAN — �E� _ — \ \�q I \ \ G \ \
y� Nom- SAN-` p -- —
-NSAN i� —SANSA - - - -- --- ' AN AN N / / \ \ 100 Oy � SAN SAN _ — — WELL PUMP — — I — — � �� — \ � ' \° � o�qN� � °qSAN SAN SAN / 0 / _ J SAN -680 \ — \ , — _ � / SA Q�L SAN \ _ _ _ tR�_ ����— SAN _ — — W% SPIGOT _ — c�—O� �- — ` \ \ S O /= / SAN SA \ ` SAN — — / — IO O I OHO. -,\ — — \ p ` qN
SAN AN _ / I I _ _ — F
SAN SA S
SAN /
AN SA .� -- \ is GqS
y -SANS SAN ky�;5 ^ ' O
D
=\�� SAN / '�,ti;_ /
SAN
_\� \� / SHED ��
SANITARY EASMENT -10 \ ` \ \1 \ \ .� qN �\
— — \ \ \ I
°— UTILITY POLE \
- - --
/ / / /��' /~ \ \ ♦ - - APPROXIMATE LIMITS DOWNSTREAM
_
/BOUNDARY MONUMENT jai / "�353gs4„ \ \\ ` \I ` �'�ii_ 4.5g54W 26( OF GRADING ACTIVITIES 1 +50 BANK STABILIZATION \ \ \\ \ \� \ \�
N: 528819.94 W _ � � � g
E: 1480019.48 DEBRIS JAM, ) \\ \ �o " \\
—
�� UPSTREAM SEE NOTE 1 \\ \� 1 �/ 25��� -�.��� o --- - - - -- --- = = =- = =-__ _______ -_ �� \ \�� \� \ F HOLE
_ /
�\,�( 00 / � / WATER MAN
�// BANK STABILIZATION \ L \ ( \\ \ / �/ ��C\ / % = = _ _ — — _ — — — — — `/ / \ \\\ DRAIN`AG\EASEMENT /
o/cod /// / \�\ \\ \\ \ \\ �✓/ _ - -- \ \ \\ O \ \\ \
111 /rn / /// / �� �\ \ \ \\ \\ —./ �� //i / ------- - - - - -- / \ \ \ \\ x�p SRS \ \ \°
O
6�
L _ \ — UTILITY POLE
tl
M /
z
/
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED NO.1 DATE REVISION(S) DESCRIPTION
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE 0 7 -28 -14 FOR CONSTRUCTION
CONSIDERED CONFIDENTIAL (OM- 1095). THIS DRAWING
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATED
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
/
BY CHK APPD DESCRIPTION APPROVALS
PM WB SL AREA CODE 00000 DATE SIGNATURE INITIALS
ACCOUNT NUMBER 5215
PROJECT NUMBER 0140607 DATE SIGNATURE / INITIALS
DRAWING BY PLM
CHECKER DATE SIGNATURE / INITIALS
SIGNATURE
REGIONAL Piedmont ENGINEER
MGR TECH
Natural REC &STD Gas
PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
0 20' 40'
CAMPBELL CREEK SPOT STABILIZATION
LINE 364 PIPELINE REPLACEMENT
COVER
Charlotte, North Carolina
UTILITIES AND EXCAVATIONS DISCLAIMER
S &ME HAS NOT VERIFIED THE LOCATION OF ANY UTILITIES.
THE LOCATION OF THE CONSTRUCTION EASEMENT SHOWN
IN THE PLAN SHEETS IS APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
NORTH CAROLINA STATE LAW REQUIRES THAT NORTH
CAROLINA 811 BE CONTACTED A MINIMUM OF 48 HOURS
PRIOR TO ANY PLANNED ACTIVITIES. ALL EXCAVATIONS
SHOULD BE PERFORMED IN ACCORDANCE WITH
APPLICABLE FEDERAL, OSHA, STATE, AND LOCAL
REQUIREMENTS. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR SITE EXCAVATION SAFETY.
Know what's below.
Call before you dig.
SHEET(S) 2 OF 4 1 DWG SCALE AS SHOWN
DATE 07/28/2014 ISTATION ID XX- X- XX- XXX -XXXX
DRAWING NUMBER
0
RC STATION /METER /LINE NUMBER YEAR REVISION I
° n
L °
n
M O
O
O -
°yF N z� UTILITY POLE I �j GAS \ O� 0
oy I O) / ^ o �IGAS GpS— °tiF y`� As SANITARY SEWER MAN HOLE
F\ U) UTILITY POLE LO O GAS GAS O rys� —� ' v
N GAS GAS I �\ °yFS \ J \ \
/ _ _ \ \
\ oh' OHE OHE — OHE OHS oHE L_ \ Gq
KInTPQ
1. DEBRIS JAM IDENTIFIED DURING MAY 5 -8 -2014 SITE VISIT CONSISTING OF
FALLEN TREES APPROXIMATELY 1 -3 FEET IN DIAMETER. CONTRACTOR TO
REMOVE FALLEN TREES AND COLLECTED DEBRIS WITHIN THE CHANNEL
CROSS SECTION AT THIS LOCATION.
ZO' P F OHE — OHE — OHE — OHE — \ OH O —O� 0 -0 -0_
D.B. 2F)72 R/W \ Oy 0 OHE— OHE— OHE— OHE— OHE GAS EASEMENT GAS 6/�E` ° -0-0 O SHED SAN
PG. 47 O E— OHE— OHE— OHE— Gpg� OHE`
GAS O N SAN _ — - Gq \
S� ON 0y GPS_ G O H— g_ 1j0_�SAN�SA �_ yF�Sq 0 S\ \\ O`� 1
O GAS GAS — GAS _AGAGA � — — -� � GAS I °HEM f \ \ GqS
I S ON �I _ _ — — GAS OH�AL`!` I s — _ — — — — — — O� `�F,O
GAS GAS SAN OHE b q, \ G �\ ell
STORMWATER EASEMENT GAS N� _ _ �- GAS SAN _ \ ���
-- - -- t
— O — GAS ' GAS — GAS G S GAS g GAS =GAS — — — '- - N SAN SAN SAN HF OHF O E _ — — — —� — — \ O y \ N I C6I I \ \ �� \ GqS \
I
GAS SAGA / Sp —= � ®,� ` \�
w / �� O AS GAS GAS GAS �� GAS / GP ( a SAN — �E� _ — \ \�q I \ \ G \ \
y� Nom- SAN-` p -- —
-NSAN i� —SANSA - - - -- --- ' AN AN N / / \ \ 100 Oy � SAN SAN _ — — WELL PUMP — — I — — � �� — \ � ' \° � o�qN� � °qSAN SAN SAN / 0 / _ J SAN -680 \ — \ , — _ � / SA Q�L SAN \ _ _ _ tR�_ ����— SAN _ — — W% SPIGOT _ — c�—O� �- — ` \ \ S O /= / SAN SA \ ` SAN — — / — IO O I OHO. -,\ — — \ p ` qN
SAN AN _ / I I _ _ — F
SAN SA S
SAN /
AN SA .� -- \ is GqS
y -SANS SAN ky�;5 ^ ' O
D
=\�� SAN / '�,ti;_ /
SAN
_\� \� / SHED ��
SANITARY EASMENT -10 \ ` \ \1 \ \ .� qN �\
— — \ \ \ I
°— UTILITY POLE \
- - --
/ / / /��' /~ \ \ ♦ - - APPROXIMATE LIMITS DOWNSTREAM
_
/BOUNDARY MONUMENT jai / "�353gs4„ \ \\ ` \I ` �'�ii_ 4.5g54W 26( OF GRADING ACTIVITIES 1 +50 BANK STABILIZATION \ \ \\ \ \� \ \�
N: 528819.94 W _ � � � g
E: 1480019.48 DEBRIS JAM, ) \\ \ �o " \\
—
�� UPSTREAM SEE NOTE 1 \\ \� 1 �/ 25��� -�.��� o --- - - - -- --- = = =- = =-__ _______ -_ �� \ \�� \� \ F HOLE
_ /
�\,�( 00 / � / WATER MAN
�// BANK STABILIZATION \ L \ ( \\ \ / �/ ��C\ / % = = _ _ — — _ — — — — — `/ / \ \\\ DRAIN`AG\EASEMENT /
o/cod /// / \�\ \\ \\ \ \\ �✓/ _ - -- \ \ \\ O \ \\ \
111 /rn / /// / �� �\ \ \ \\ \\ —./ �� //i / ------- - - - - -- / \ \ \ \\ x�p SRS \ \ \°
O
6�
L _ \ — UTILITY POLE
tl
M /
z
/
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED NO.1 DATE REVISION(S) DESCRIPTION
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE 0 7 -28 -14 FOR CONSTRUCTION
CONSIDERED CONFIDENTIAL (OM- 1095). THIS DRAWING
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATED
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
/
BY CHK APPD DESCRIPTION APPROVALS
PM WB SL AREA CODE 00000 DATE SIGNATURE INITIALS
ACCOUNT NUMBER 5215
PROJECT NUMBER 0140607 DATE SIGNATURE / INITIALS
DRAWING BY PLM
CHECKER DATE SIGNATURE / INITIALS
SIGNATURE
REGIONAL Piedmont ENGINEER
MGR TECH
Natural REC &STD Gas
PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
0 20' 40'
CAMPBELL CREEK SPOT STABILIZATION
LINE 364 PIPELINE REPLACEMENT
COVER
Charlotte, North Carolina
UTILITIES AND EXCAVATIONS DISCLAIMER
S &ME HAS NOT VERIFIED THE LOCATION OF ANY UTILITIES.
THE LOCATION OF THE CONSTRUCTION EASEMENT SHOWN
IN THE PLAN SHEETS IS APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
NORTH CAROLINA STATE LAW REQUIRES THAT NORTH
CAROLINA 811 BE CONTACTED A MINIMUM OF 48 HOURS
PRIOR TO ANY PLANNED ACTIVITIES. ALL EXCAVATIONS
SHOULD BE PERFORMED IN ACCORDANCE WITH
APPLICABLE FEDERAL, OSHA, STATE, AND LOCAL
REQUIREMENTS. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR SITE EXCAVATION SAFETY.
Know what's below.
Call before you dig.
SHEET(S) 2 OF 4 1 DWG SCALE AS SHOWN
DATE 07/28/2014 ISTATION ID XX- X- XX- XXX -XXXX
DRAWING NUMBER
0
RC STATION /METER /LINE NUMBER YEAR REVISION I

I-
�\
� 4f—
GA4 —
GAS — GAS — GAS
I
ems'
SAN —SAN �/
SAN �,
/ P /
O
\ oy,_ 1�1 / an an so 00*
oyF\ o�� ♦
oyF
/ ♦ O
OyF O��
UTILITY POLE p
F
OHE — OHE — h
E — OHE — OHE — OHE — OHE — OHE — OHE --
01E Oy AS - GAS - GAS - GAS - GAS,
GAS — GAS GAS GAS - GAS 0 0'919
GAS -GAS -GAS - ®A§ GAS
AS— S
GAS GAS / G GAS GAS
z - GAS GA
i" G GAS C S,
♦
Q�L— \ \O
-
_ — � SAN SAN SA
O
SAN —
E — OHE OHE — OHE — OHE — OHE O E — OHS
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NOTES: I UTILITY POLE
/- -L__ —\
1. ENGINEER TO ASSIST CONTRACTOR FOR LAYOUT OF
TOE OF SLOPE IN THE FIELD BASED ON ACTUAL I /
CONDITIONS
KEY IN COIR ROLLED EROSION
CONTROL PRODUCT (RECP)
GRADE SLOPE AT
2:1(HORIZONTAL:VERTICAL)
CHANNELRECPI
o +oo.00
1 +25.00
0 +25.00
1 +50.00
0 +50.00
1 +75.00
CROSS SECTIONS
HORIZONTAL: SCALE A VERTICAL: SCALE B
0 +75.00
2 +00.00
LIVE STAKE /BRUSH LAYERING SPECIES
2 -4' BARE ROOT (DORMANT) ELDERBERRY
SILKY DOGWOOD
SPACED 2 -4' APART IN A
BLACK WILLOW
DIAMOND PATTERN
SILKY WILLOW
2 -4' LIVE CUTTING (DORMANT)
INSTALLED IN TWO ALTERNATING
ROWS SPACED 2' APART
MATERIAL TO BE EXCAVATED AND REPLACED
2 TYP DURING BRANCH LAYERING INSTALLATION.
1 LIVE BRANCH LAYERING
BARE ROOT SPECIES
WILLOW OAK
IRONWOOD
PERSIMMON
RED BUD
TAG ALDER
GREEN ASH
RIVER BIRCH
SYCAMORE
ARROWWOOD VIBURNUM
NINEBARK
CAROLINA WILLOW
CORALBERRY
TOP OF RIPRAP
ELEV. 677' ALT 1
ELEV. 675.5' ALT 2
BANK RIPRAP NCDOT CLASS B RIPRAP
3 PLACED WITH A MINIMUM THICKNESS OF 16"
4 2.0'
4" SOIL LIFT WRAPPED IN RECP —
UNDISTURBED GROUND
GRADE SLOPE AT —
2:1(HORIZONTAL:VERTICAL) _ — 12 OZ/YDZ FILTER FABRIC '
— TOE OF SLOPE —
1 +00.00
2 +25.00
LEGEND:
PROPOSED MAJOR CONTOUR
— —EXISTING MAJOR CONTOUR
T/S TOE OF SLOPE
TOP OF RIPRAP
RIPARIAN SEED MIX
Common Name
Species
Percents a of Mix
Virginia wild rye
El mus vir inicus
15
Switch grass
Panicum virpatum
15
Creeping bent grass
A rostis stolinifera
10
Black-eyed Susan
Rudbeckia hlrta, NC ecotype
10
Lance leaf tickseed
Coreopsis lanceolata
10
Deer tongue
Panicum clandestinum
10
Big bluestem
Andro o on gerardii
05
Soft rush
Juncus effusus
05
Awned barnyard grass
Echinochloa muricata
05
Little bluestem
Schizach rium sco arium
05
Indian grass
Sorghastrum nutans
05
Gamma
Tripsacum dactyloides
05
100
• Riparian Seed Mix to be applied to all disturbed stream banks, extending five feet landward following construction.
• Recommended application rate: 20 -25 Ibs. per acre
TOP OF ROCK SHALL NOT EXTEND
BEYOND THE EXISTING STREAM BED.
ROCK TOE PROTECTION NCDOT CLASS 1 RIPRAP
PLACED AT A MINIMUM THICKNESS OF 2'
INVERT OF ROCK TOE TO BE A
MINIMUM OF 2 FEET BELOW GRADE
OR AS RECOMMENDED BY THE
ENGINEER DURING CONSTRUCTION.
TYPICAL VEGETATED BANK WITH RIPRAP TOE SECTION
Scale: NTS
UTILITIES AND EXCAVATIONS DISCLAIMER
S &ME HAS NOT VERIFIED THE LOCATION OF ANY UTILITIES.
THE LOCATION OF THE CONSTRUCTION EASEMENT SHOWN
IN THE PLAN SHEETS IS APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
NORTH CAROLINA STATE LAW REQUIRES THAT NORTH
CAROLINA 811 BE CONTACTED A MINIMUM OF 48 HOURS
PRIOR TO ANY PLANNED ACTIVITIES. ALL EXCAVATIONS
SHOULD BE PERFORMED IN ACCORDANCE WITH
APPLICABLE FEDERAL, OSHA, STATE, AND LOCAL
REQUIREMENTS. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR SITE EXCAVATION SAFETY.
UPSTREAM STABILIZATION PLAN VIEW
SCALE Know what's below.
0 10' 20' 0 20' 40'
0111 before you dig.
SCALE A SCALE B
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 3 OF 4 DWG SCALE AS SHOWN
0 7 -28 -14 FOR CONSTRUCTION PM WB SL AREA CODE 00000 DATE SIGNATURE / INITIALS REGIONAL CAMPBELL CREEK SPOT STABILIZATION
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE Piedmont DATE 07/28/2014 STATION ID
CONSIDERED CONFIDENTIAL (OM- 1095). THIS DRAWING ACCOUNT NUMBER 5215 ENGINEER
IS CURRENT ONLY THROUGH THE LATEST REVISED PROJECT NUMBER 01 40607 DATE SIGNATURE/ INITIALS MGR TECH LINE 364 PIPELINE REPLACEMENT
Natural Gas DRAWING NUMBER
REC & STD
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATED DRAWING BY PM UPSTREAM BANK STABILIZATION, ALT 1 �
COPIES OF THIS DRAWING MUST BE DESTROYED IN CHECKER DATE SIGNATURE INITIALS PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE Charlotte North Carolina
(RIM) POLICY 1001 SIGNATURE , CHARLOTTE, NC 28210 RC STATION /METER /LINE NUMBER YEAR REVISION

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ELEVATION 675.5' — 1 \ \\ \\ \ \ �\ \\ sqN
RIPRAP TIE IN 2 /� �j�i /// / vim\ �\ \ \ \\ I \ \ \ \ \�SgN�SAN
N: 528598.6205' 4 1+50 / /— % / \ �\ \ \ \ \ I \ SAN S,
E: 480321.2168' _
_675 \ \ \ // i// \\ \ \ \ \� \ \ \ WATER MAN HOLE
\\40 1 Q
— — — — — — — /
DRAINAGE EASEMENT
RIPRAP TIE IN 2 \ \\
N. 528518.0122' 4 \ \ \ x0 \ O
E: 1480399.3286' � \\ X
-- - - - - -- \ -N\ �\ \ \\ \ O // I
p z
I
NOTES:
1. ENGINEER TO ASSIST CONTRACTOR FOR LAYOUT OF
TOE OF SLOPE IN THE FIELD BASED ON ACTUAL
CONDITIONS
DOWNSTREAM STABILIZATION PLAN VIEW
SCALE A
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED NO.1 DATE REVISION(S) DESCRIPTION
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE 0 7 -28 -14 FOR CONSTRUCTION
CONSIDERED CONFIDENTIAL (OM- 1095). THIS DRAWING
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATED
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
COIR ROLLED EROSION CONTROL
PRODUCT AND LIVE STAKES /BARE
ROOT SEEDLINGS
W W \
TOP OF RIPRAP GRADE BREAK
UNDISTURBED STREAM
BED
RIPRAP TIE IN NOTES:
1. AT UPSTREAM AND DOWNSTREAM TERMINUS OF RIPRAP PROTECTION, KEY RIPRAP WING WALL INTO THE
BANK TO THE MINIMUM DIMENSIONS SHOWN.
12" --I --I 8"
6" 6"
)
---------------------------
---------------------------------
----- --- - ----
--------------------------
--------------------------
-------------------------
_ -_= ` - - - - -- - - __ _ _ -__ -
4B.
4A.
1. ROLLED EROSION CONTROL PRODUCT (RECP) SHALL BE APPLIED TO THE BANKS
OF THE STREAM IN AREAS WHERE SHOWN. THE RECP TO BE USED SHALL BE
ROLANKA BioD -Mat 70 OR AN ENGINEER APPROVED EQUIVALENT.
2. PREPARE SOIL BEFORE INSTALLING RECPS, INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER, SEED, AND POLYACRYLAMIDE (PAM). THE
SURFACE OF THE SOIL SHOULD BE SMOOTH AND FREE OF ROCKS, ROOTS, AND
OTHER OBSTRUCTIONS TO PREVENT BRIDGING OF THE RECP.
3. BEGIN AT THE TOP OF THE BANK BY ANCHORING THE RECP IN A 6" DEEP X 6"
WIDE TRENCH WITH APPROXIMATELY 12" OF RECP EXTENDED BEYOND THE
UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP WITH A ROW OF
STAPLES /STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF RECP OVER SEED AND
COMPACTED SOIL. SECURE RECP OVER COMPACTED SOIL WITH A ROW OF
STAPLES /STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF
THE RECP.
4. ROLL THE RECP (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE BANK. ALL
RECPS MUST BE SECURELY FASTENED TO THE SOIL SURFACE BY PLACING
STAPLES /STAKES IN APPROPRIATE LOCATIONS AS RECOMMENDED BY THE
MANUFACTURER.
5. THE EDGES OF ALL HORIZONTAL AND VERTICAL SEAMS MUST BE
STAPLED /STAKED WITH APPROXIMATELY 8" OVERLAP. SEAM OVERLAP SHOULD
BE SHINGLED ACCORDING TO THE PREDOMINANT EROSIVE ACTION.
6. THE EDGE OF THE RECP AT OR BELOW NORMAL WATER LEVEL MUST BE
ANCHORED BY PLACING STAPLES /STAKES IN A 6" DEEP X 6" WIDE ANCHOR
TRENCH. ANCHOR RECP WITH A ROW OF STAPLES /STAKES SPACED
APPROXIMATELY 12" APART IN THE TRENCH. BACKFILL AND COMPACT THE
TRENCH AFTER STAPLING.
7. USE WIRE STAPLES OF GAUGE 11 OR LOWER AND A MINIMUM LENGTH OF 8 ". IF
WOODEN STAKES ARE USED, THE MINIMUM LENGTH IS 12 ". ANCHORS SHOULD
BE LONG ENOUGH TO PROVIDE A STRONG BOND BETWEEN THE RECP AND THE
SOIL SURFACE.
8. IN LOOSE SOIL CONDITIONS, THE USE OF LONGER STAPLE OR STAKE LENGTHS
MAY BE NECESSARY TO PROPERLY SECURE THE RECP.
SOURCE: NORTH AMERICAN GREEN AND ROLANKA
BY CHK APPD DESCRIPTION APPROVALS
PM WB SL AREA CODE DATE SIGNATURE INITIALS
ACCOUNT NUMBER 5215
PROJECT NUMBER 01 40607 DATE SIGNATURE INITIALS
DRAWING BY PM
CHECKER DATE SIGNATURE / INITIALS
SIGNATURE
3 CHANNEL RECP TYP
4 SCALE:NTS
o +oo.00
UNDISTURBED GROUND
KEY IN COIR ROLLED EROSION
CONTROL PRODUCT AT TOP OF
SLOPE
KEY IN COIR ROLLED
EROSION CONTROL
COIR ROLLED EROSION PRODUCT AT BOTTOM
CONTROL PRODUCT AND LIVE OF SLOPE
STAKES, FINISHED GRADE
- 2 TYP TOP OF RIPRAP
1 ELEV. 677' ALT 1
4.0' ELEV. 675.5' ALT 2
REMOVE AND REPLACE SOIL TO ALLOW
FOR RIPRAP CONSTRUCTION c BANK RIPRAP NCDOT CLASS B RIPRAP
c
PLACED WITH A MINIMUM THICKNESS
C c c OF 16"
c c
UNDISTURBED GROUND
� C
GRADE SLOPE AT 0 �O
2:1 (HORIZONTAL :VEiTIiAL) p p
RIPRAP WING WALL NCDOT CLASS B RIPRAP
0
12 OZ/YDz FILTER FABRIC
TOE OF SLOPE —
INVERT OF ROCK TOE TO BE A
MINIMUM OF 2 FEET BELOW GRADE L
OR AS RECOMMENDED BY THE
ENGINEER DURING CONSTRUCTION.
2A TYPICAL SECTION VIEW
4 Scale: NTS
2 TYPICAL RIPRAP TIE IN
4 Scale: NTS
1 +00.00
0 10' 20'
SCALE A
REGIONAL Piedmont ENGINEER
MGR TECH
Natural REC &STD Gas
PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
0 +25.00
1 +25.00
0 +50.00
1 +50.00
CROSS SECTIONS
HORIZONTAL: SCALE A VERTICAL: SCALE B
0 20' 40'
SCALE B
CAMPBELL CREEK SPOT STABILIZATION
LINE 364 PIPELINE REPLACEMENT
DOWNSTREAM BANK STABILIZATION, ALT 2
Charlotte, North Carolina
0 +75.00
RIPRAP FACE
2.0'
LEGEND:
PROPOSED MAJOR CONTOUR
—EXISTING MAJOR CONTOUR
T/S TOE OF SLOPE
TOP OF RIPRAP
ROCK TOE PROTECTION
NCDOT CLASS 1 RIPRAP
PLACED AT A MINIMUM
THICKNESS OF 2'
UTILITIES AND EXCAVATIONS DISCLAIMER
S &ME HAS NOT VERIFIED THE LOCATION OF ANY UTILITIES.
THE LOCATION OF THE CONSTRUCTION EASEMENT SHOWN
IN THE PLAN SHEETS IS APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
NORTH CAROLINA STATE LAW REQUIRES THAT NORTH
CAROLINA 811 BE CONTACTED A MINIMUM OF 48 HOURS
PRIOR TO ANY PLANNED ACTIVITIES. ALL EXCAVATIONS
SHOULD BE PERFORMED IN ACCORDANCE WITH
APPLICABLE FEDERAL, OSHA, STATE, AND LOCAL
REQUIREMENTS. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR SITE EXCAVATION SAFETY.
Know what's below.
0111 before you dig.
SHEET(S) 4 OF 4 1 DWG SCALE AS SHOWN
DATE 07/28/2014 STATION ID
DRAWING NUMBER
0
RC STATION /METER /LINE NUMBER YEAR REVISION
4`1
3
RIPRAP FACE
4' M I N
2' MIN
p
0�0
I I
2A
KEY COIR MATTING
VERTICALY INTO SOIL, I'
`!' RIPRAP WING WALL
14/
12 OZ /YD 2
FILTER FABRIC
V MIN
RIPRAP KEYED
I I I
INTO BANK WITH
TRENCH, BELOW
14/
\1/ \1/
FINISHED GRADE !/
UNDISTURBED BANK
RIPRAP TIE IN NOTES:
1. AT UPSTREAM AND DOWNSTREAM TERMINUS OF RIPRAP PROTECTION, KEY RIPRAP WING WALL INTO THE
BANK TO THE MINIMUM DIMENSIONS SHOWN.
12" --I --I 8"
6" 6"
)
---------------------------
---------------------------------
----- --- - ----
--------------------------
--------------------------
-------------------------
_ -_= ` - - - - -- - - __ _ _ -__ -
4B.
4A.
1. ROLLED EROSION CONTROL PRODUCT (RECP) SHALL BE APPLIED TO THE BANKS
OF THE STREAM IN AREAS WHERE SHOWN. THE RECP TO BE USED SHALL BE
ROLANKA BioD -Mat 70 OR AN ENGINEER APPROVED EQUIVALENT.
2. PREPARE SOIL BEFORE INSTALLING RECPS, INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER, SEED, AND POLYACRYLAMIDE (PAM). THE
SURFACE OF THE SOIL SHOULD BE SMOOTH AND FREE OF ROCKS, ROOTS, AND
OTHER OBSTRUCTIONS TO PREVENT BRIDGING OF THE RECP.
3. BEGIN AT THE TOP OF THE BANK BY ANCHORING THE RECP IN A 6" DEEP X 6"
WIDE TRENCH WITH APPROXIMATELY 12" OF RECP EXTENDED BEYOND THE
UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP WITH A ROW OF
STAPLES /STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF RECP OVER SEED AND
COMPACTED SOIL. SECURE RECP OVER COMPACTED SOIL WITH A ROW OF
STAPLES /STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF
THE RECP.
4. ROLL THE RECP (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE BANK. ALL
RECPS MUST BE SECURELY FASTENED TO THE SOIL SURFACE BY PLACING
STAPLES /STAKES IN APPROPRIATE LOCATIONS AS RECOMMENDED BY THE
MANUFACTURER.
5. THE EDGES OF ALL HORIZONTAL AND VERTICAL SEAMS MUST BE
STAPLED /STAKED WITH APPROXIMATELY 8" OVERLAP. SEAM OVERLAP SHOULD
BE SHINGLED ACCORDING TO THE PREDOMINANT EROSIVE ACTION.
6. THE EDGE OF THE RECP AT OR BELOW NORMAL WATER LEVEL MUST BE
ANCHORED BY PLACING STAPLES /STAKES IN A 6" DEEP X 6" WIDE ANCHOR
TRENCH. ANCHOR RECP WITH A ROW OF STAPLES /STAKES SPACED
APPROXIMATELY 12" APART IN THE TRENCH. BACKFILL AND COMPACT THE
TRENCH AFTER STAPLING.
7. USE WIRE STAPLES OF GAUGE 11 OR LOWER AND A MINIMUM LENGTH OF 8 ". IF
WOODEN STAKES ARE USED, THE MINIMUM LENGTH IS 12 ". ANCHORS SHOULD
BE LONG ENOUGH TO PROVIDE A STRONG BOND BETWEEN THE RECP AND THE
SOIL SURFACE.
8. IN LOOSE SOIL CONDITIONS, THE USE OF LONGER STAPLE OR STAKE LENGTHS
MAY BE NECESSARY TO PROPERLY SECURE THE RECP.
SOURCE: NORTH AMERICAN GREEN AND ROLANKA
BY CHK APPD DESCRIPTION APPROVALS
PM WB SL AREA CODE DATE SIGNATURE INITIALS
ACCOUNT NUMBER 5215
PROJECT NUMBER 01 40607 DATE SIGNATURE INITIALS
DRAWING BY PM
CHECKER DATE SIGNATURE / INITIALS
SIGNATURE
3 CHANNEL RECP TYP
4 SCALE:NTS
o +oo.00
UNDISTURBED GROUND
KEY IN COIR ROLLED EROSION
CONTROL PRODUCT AT TOP OF
SLOPE
KEY IN COIR ROLLED
EROSION CONTROL
COIR ROLLED EROSION PRODUCT AT BOTTOM
CONTROL PRODUCT AND LIVE OF SLOPE
STAKES, FINISHED GRADE
- 2 TYP TOP OF RIPRAP
1 ELEV. 677' ALT 1
4.0' ELEV. 675.5' ALT 2
REMOVE AND REPLACE SOIL TO ALLOW
FOR RIPRAP CONSTRUCTION c BANK RIPRAP NCDOT CLASS B RIPRAP
c
PLACED WITH A MINIMUM THICKNESS
C c c OF 16"
c c
UNDISTURBED GROUND
� C
GRADE SLOPE AT 0 �O
2:1 (HORIZONTAL :VEiTIiAL) p p
RIPRAP WING WALL NCDOT CLASS B RIPRAP
0
12 OZ/YDz FILTER FABRIC
TOE OF SLOPE —
INVERT OF ROCK TOE TO BE A
MINIMUM OF 2 FEET BELOW GRADE L
OR AS RECOMMENDED BY THE
ENGINEER DURING CONSTRUCTION.
2A TYPICAL SECTION VIEW
4 Scale: NTS
2 TYPICAL RIPRAP TIE IN
4 Scale: NTS
1 +00.00
0 10' 20'
SCALE A
REGIONAL Piedmont ENGINEER
MGR TECH
Natural REC &STD Gas
PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
0 +25.00
1 +25.00
0 +50.00
1 +50.00
CROSS SECTIONS
HORIZONTAL: SCALE A VERTICAL: SCALE B
0 20' 40'
SCALE B
CAMPBELL CREEK SPOT STABILIZATION
LINE 364 PIPELINE REPLACEMENT
DOWNSTREAM BANK STABILIZATION, ALT 2
Charlotte, North Carolina
0 +75.00
RIPRAP FACE
2.0'
LEGEND:
PROPOSED MAJOR CONTOUR
—EXISTING MAJOR CONTOUR
T/S TOE OF SLOPE
TOP OF RIPRAP
ROCK TOE PROTECTION
NCDOT CLASS 1 RIPRAP
PLACED AT A MINIMUM
THICKNESS OF 2'
UTILITIES AND EXCAVATIONS DISCLAIMER
S &ME HAS NOT VERIFIED THE LOCATION OF ANY UTILITIES.
THE LOCATION OF THE CONSTRUCTION EASEMENT SHOWN
IN THE PLAN SHEETS IS APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
NORTH CAROLINA STATE LAW REQUIRES THAT NORTH
CAROLINA 811 BE CONTACTED A MINIMUM OF 48 HOURS
PRIOR TO ANY PLANNED ACTIVITIES. ALL EXCAVATIONS
SHOULD BE PERFORMED IN ACCORDANCE WITH
APPLICABLE FEDERAL, OSHA, STATE, AND LOCAL
REQUIREMENTS. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR SITE EXCAVATION SAFETY.
Know what's below.
0111 before you dig.
SHEET(S) 4 OF 4 1 DWG SCALE AS SHOWN
DATE 07/28/2014 STATION ID
DRAWING NUMBER
0
RC STATION /METER /LINE NUMBER YEAR REVISION

APPENDIX IV:
AGENCY SCOPING RESPOSNES

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
June 3, 2014
Mr. Joey Lawler
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte, North Carolina 28273
Dear Mr. Lawler:
Subject: Federally Endangered and Threatened Species Assessment, PNG Pipeline 364
Replacement and Stream Bank Stabilization Project, in Charlotte, Mecklenburg
County, North Carolina
On May 7, 2014, we received (via e -mail) a letter from you in which you requested our review
and comments for the proposed project. We have reviewed the information presented and we are
providing the following comments in accordance with the provisions of the Fish and Wildlife
Coordination Act, as amended (16 U.S.C. 661- 667e), and section 7 of the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 -1543) (Act).
Your letter indicates that PNG is proposing to relocate an existing gas pipeline away from a
residential area and conduct steam bank stabilization measures on a segment of Campbell Creek.
No specific plans for the project were included however you did state that the applicant plans to
slope the banks, re- establish a riparian buffer, and boulder toe protection. The project area
consists of urban development and little to no riparian buffer exists along the length of stream
proposed for stabilization work.
Endangered Species. According to our records and a review of the information presented, no
listed species or their habitats occur on the site. Therefore, we believe the requirements under
section 7 of the Act are fulfilled. However, obligations under section 7 of the Act must be
reconsidered i£ (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered, (2) this action is
subsequently modified in a manner that was not considered in this review, or (3) a new species is
listed or critical habitat is determined that may be affected by the identified action.

Project Recommendations. We have no objection to the proposed actions and support any
efforts to restore and protect the water quality in the project area. Because stream conditions are
least affected where stream banks are stabilized by deep- rooted woody vegetation, stream
restoration efforts should incorporate the use of native vegetation adapted to site conditions.
Biodegradable erosion - control materials should be incorporated into bank restoration design in
order to stabilize soils as vegetation becomes established. Live, dormant stakes (such as black
willow) may be used to reestablish root structure in riparian areas. In areas where banks are
severely undercut, high, and steep, whole tree revetments or rock may be used as a stabilization
treatment (small rock, gravel, sand, and dirt are not recommended due to their erosive nature).
However, it should not extend above the bank -full elevation (the elevation of the channel where
the natural floodplain begins), and deep- rooting woody vegetation should be established along
banks where any channel work is accomplished. Tree and shrub plantings should be spaced at
intervals no greater than 10 feet along banks. We typically recommend that riparian buffers be a
minimum of 100 feet wide from top of bank. We are aware that site constraints can make this
difficult but vegetated riparian zone widths should be as wide as practical if a 100 foot wide
riparian buffer cannot be re- established.
Wetland /Stream Protection and Erosion Control - We are concerned with any stream
crossings that might be proposed for this project using an open cut /trench method. From our past
experiences with similar projects, we believe the use of the trenching /open cut technique
increases the likelihood of future lateral movement of the stream (which could undercut or erode
around the gas pipeline), and the correction of these problems could result in additional future
maintenance and impacts to the stream. Just this year, we have reviewed several projects where
companies are conducting (and financing) stream -bank stabilization activities because of past
pipeline projects where open- cut /trenching was used for stream crossings. Directional boring
under streams significantly minimizes impacts to aquatic resources, and forested riparian buffers
serve as filters for contaminants, lessen storm -water velocities, provide thermal cover, and
protect stream -bank stability. If this method cannot be used and trenching is determined to be
the only viable option, we recommend the development of a stream -bank monitoring and
maintenance program that would allow for the prompt stabilization of stream banks near the
pipeline crossing (should any stream -bank erosion or destabilization occur) throughout the life of
this project.
We also recommend that construction equipment be kept out of the stream by operating from the
banks in a fashion that minimizes disturbance to woody vegetation. Equipment should be
inspected daily and should be maintained to prevent the contamination of surface waters from
leaking fuels, lubricants, hydraulic fluids, or other toxic materials. All fuels, lubricants, and
other toxic materials should be stored outside the riparian management area of the stream, in a
location where the material can be contained. Equipment should be checked for leaks of
hydraulic fluids, cooling system liquids, and fuel and should be cleaned before fording any
stream.
We appreciate the opportunity to provide these comments. If we can be of assistance or if you
have any questions, please do not hesitate to contact Mr. Bryan Tompkins of our staff at
828/258 -3939, Ext. 240. In any future correspondence concerning this project, please reference
our Log Number 4 -2 -14 -226.
2

l�� 1,1\1,1 •
North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory
Secretary Susan Kluttz
May 29, 2014
Joey Lawler
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte, NC 28273 -5560
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Campbell Creek Spot Stabilization, PNG Line 364 Replacement, Charlotte, S &ME 4335 -14 -105,
Mecklenburg County, ER 14 -0962
Dear Mr. Lawler:
Thank you for your letter of May 7, 2014, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill- Earley, environmental review coordinator, at 919- 807 -6579 or renee.gledhill-
earle y c ,ncdcr.gov. In all future communication concerning this project, please cite the above referenced
tracking number.
Sincerely,
Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699 -4617 Telephone /Fax: [phone] -6599

A IF
NCDEN�
North Carolina Department of Environment and Natural Resources
Office of Land and Water Stewardship
Pat McCrory
Governor
Mr. Joey Lawler
S &ME, Inc.
9751 Southern Pine Boulevard
Charlotte, NC 28273
jlawler @smeinc.com
Bryan Gossage
Director
May 19, 2014
John E. Skvarla, III
Secretary
RE: Campbell Creek Spot Stabilization — PNG Line 364 Replacement Project, Charlotte, NC
S &ME Project No. 4335 -14 -105
Dear Mr. Lawler:
Thank you for the opportunity to provide information from the North Carolina Natural Heritage Program
( NCNHP) database for the proposed project referenced above. The NCNHP database does not have any
records for rare species, important natural communities, natural heritage areas, or conservation/
managed areas known to occur within the proposed project area. Within one mile of the proposed
project, the NCNHP database has a record for the following rare species:
SCIENTIFIC NAME
COMMON NAME
ELEMENT OCCURRENCE
STATUS*
STATE
STATUS*
FEDERAL
STATUS*
Delphinium exaltatum
Tall Larkspur
Historical
E
FSC
* For status definitions, please see the Help document at http: / /www.ncnhp.org /web /nhp /database- search.
The record for Tall Larkpur lacks site - specific locational information associated with this occurrence, but
this species has been documented in the Charlotte area.
The NCNHP database also shows that the Campbell Creek Greenway, owned by Mecklenburg County, is
located just upstream from the proposed project area.
Please note that although the NCNHP database does not show records of natural heritage elements
within the project area, it does not necessarily mean that they are not present; it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for
actual field surveys if needed, particularly if the project area contains suitable habitat for rare species.
Feel free to contact me at 919 - 707 -8629 or Allison.Weakley @ncdenr.gov if you have questions or need
additional information.
Sincerely,
Allison Schwarz Weakley, Conservation Planner
NC Natural Heritage Program
1601 Mail Service Center, Raleigh, North Carolina 27699 -1601
Phone: 919 - 707 -86001 Internet: www.ncdenr.gov
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