20130076 Ver 1_401 Application_20130113

LETTER OF TRANSMITTAL
S &ME, Inc.
9751 Southern Pine Blvd.
Charlotte, NC 28273
(704) 523 -4726
(704) 525 -3953 fax
N.C. Division of Water Quality
401 Wetlands Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
20130076
#S&ME
DATE: 01.17.13
JOB NO: 1357.12.010
ATTENTION: Ms. Karen Higgins
RE: Thomasville Line —12° Transmission Gas Line
1
01.17.13
WE ARE SENDING YOU: ® Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans ❑ Draft
❑ Copy of letter ❑ Report
the following items:
❑ Specifications
COPIES
DATE
NO
DESCRIPTION
1
01.17.13
1
Courtesy copy of PCN
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For approval ® For your record
❑ As requested ❑ For review and comment ❑
❑ FORBIDS DUE: _/ / ❑ PRINTS RETURNED AFTER LOAN TO US
COURYESY
COPY
REMARKS: Karen: Please find the attached courtesy PCN. Please let me know if you need anything else
Thank you — Joey
SIGN:
S &ME, INC / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704 523.4726 IF 704.525 3953 / www smeinc.com
I'

January 17, 2013
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Attention: Mr. John Thomas
N.C. Division of Water Quality
401 Wetlands Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Karen Higgins
Reference: Courtesy Pre - Construction Notification
Thomasville Line
12 -inch Transmission Gas Line
High Point, North Carolina
S &ME Project No. 1357 -12 -010
Dear Mr. Thomas and Ms. Higgins:
D
� 9, 2013
DENR W, Q�AL1ry
eUanclr. ± c. -__
On behalf of Piedmont Natural Gas (PNG), S &ME, Inc. (S &ME) hereby submits this
courtesy notification for riparian buffer impacts in connection with the above - referenced
project. The project will not involve either temporary or permanent impacts to waters of
the U.S., however, the project will affect buffers subject to Randleman Lake riparian
buffer regulations. Our services were performed for PNG as a subconsultant to Regional
Land Surveyors (S &ME Proposal No. 1357- 26099 -13, dated January 11, 2013). PNG,
the project sponsor, will be considered the applicant. The project entails replacement of
two 8 -inch diameter segments of natural gas pipeline with a single 12 -inch segment of
pipe in High Point, North Carolina. In support of this application, please find enclosed
the following:
• Figures: Site Vicinity Map (Figure 1), USGS Topographic Map (Figure 2) and 2010
Aerial Photographs (Figure 3)
• Appendix I: Completed Pre - Construction Notification (PCN) and Authorization to
Act as Agent
• Appendix II: Construction Drawings
• Appendix III: Site Photographs
• Appendix IV: Completed NCEEP In -Lieu Fee Request Form
S &ME, INC / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704 523 4726 f 704 525.3953 / www smemc corn

Courtesy Pre - Construction Notification SWE Project No. 1357 -12 -010
Thomasville Line —12 -inch Transmission Gas Line January 17, 2013
This PCN is being provided to the U.S. Army Corps of Engineers (USACE) as a
courtesy, but otherwise should not require a permit as no impacts to jurisdictional waters
are proposed. Similarly, this application is being submitted to the North Carolina
Division of Water Quality (NCDWQ) as a courtesy, and to notify you that the project will
affect buffers subject to Randleman Lake riparian buffer regulations, which in this area,
are administered by the City of High Point (the City) and Piedmont Triad Water
Authority (the Authority). Accordingly, S &ME has submitted a Watershed Development
Plan and Request for a Determination of No Practical Alternatives / Request for
Authorization Certificate to the City's Technical Review Team. Similarly, RLS has been
in communication with the Authority and provided copies of the construction drawings
for their review and approval.
A copy of the completed PCN and Agent Authorization Form is included in Appendix I.
PROJECT INFORMATION
PNG is planning to replace two segments of 8 -inch natural gas pipeline located on the
east side of Interstate 85 near Riverdale Road with a single 12 -inch pipe. The new pipe
will be installed via horizontal direction drill (HDD). The project originates on the north
side of Deep River (35.944147,- 79.901451) and will extend south for approximately
2,700 linear feet (If), passing beneath the river, Riverdale Road and an impounded
portion of Richland Creek, currently identified as part of Randleman Lake (35.938683,-
79.906451). The HDD entry and exit points will be located within high ground portions
of PNG's existing 50 -foot wide utility easement.
The location of the project corridor is depicted on the Site Vicinity Map (Figure 1), on a
portion of the High Point East, N.C. USGS Topographic Quad Sheet (Figure 2), and in an
Aerial Photograph dated 2010 (Figures 3).
The purpose of this project is to replace the aforementioned portions of an existing PNG
transmission line. Currently, there are two gaslines located within PNG's existing
easement: One line is 8- inches in diameter in its entirety. The second line is 12- inches in
diameter, with the exception of the segments located beneath Deep River and Randleman
Lake, where the line switches to 8 -inch.
PNG's pipeline system is subject to extensive state and federal regulations and
requirements, and at the Federal level, these regulations fall under the Department of
Transportation (D.O.T.). As a result of current Federal D.O.T. requirements, all pipeline
owners, including PNG, are required to inspect and assess the safety and integrity of
transmission pipelines on an ongoing basis through the use of specific pipeline
assessment tools. One of the assessment tools required by D.O.T. is the use of an in -line
inspection device (ILID). Such devices physically travel through the pipeline,
continuously taking measurements and recording data that allow the pipeline to be
assessed in terms of its structural integrity and to identify any areas that require further
inspection, assessment, and potential repair or remediation.
iA

Courtesy Pre - Construction Notification SWE Project No. 1357 -12 -010
Thomasville Line —12 -inch Transmission Gas Line January 17, 2013
The 8 -inch pipe segments render those portions of the line incompatible with an ILID
designed for the main adjoining, 12 -inch pipe. As a result, PNG is proposing to connect
the 12 -inch pipe segments together by replacing the 8 -inch pipe segments with a 12 -inch
segment capable of utilizing the ILID, as mandated by D.O.T. This option will best meet
D.O.T. inspection and assessment requirements, and allow PNG to remain in compliance
with federal safety regulations.
A majority of the new pipeline will be installed within PNG's existing 50 -foot wide
easement. A short portion of the work will occur in a new easement that departs from the
existing easement, which currently crosses Deep River at a perpendicular angle just to the
east. PNG originally intended to install the new line within its existing easement at this
area and ensure that the new crossing remained perpendicular. However, geotechnical
exploration conducted within the portion of the easement on the south side of the Deep
Creek crossing indicated that subsurface conditions (extensive rock) would render the
proposed HDD impracticable at this location. Accordingly, PNG now proposes to
connect the two 12 -inch pipe segments in a "straight line" by continuing to parallel
Interstate 85 with a new 50 -foot wide easement and abandoning use of the easement at
the existing Deep River Crossing. The old 8 -inch pipe segments will be retired in place
following construction of the new 12 -inch segment.
The width of the new easement will be reduced from 50 feet to 30 feet where it crosses
the riparian buffer and the associated waterbodies. Establishment and maintenance of at
least 30 feet of the new easement at such locations is required to support: 1) leakage
surveys from ground mobile units or aerial technology; 2) aerial patrolling for possible
encroachment activity near the pipeline; 3) aid in identification of possible repairs and
maintenance; 4) promotion of damage prevention in that the easement can be more easily
identified by the public; 5) minimization of potential canopy encroachment, which
creates visibility concerns, and; 6) minimum turn- around requirements for mechanized
mowing and side - trimming equipment.
The proposed activities will not involve stream or wetland impacts. Further, per the
USACE, Deep River is not considered Section 10 waters. Thus, federal permits pursuant
to Clean Water Act Sections 10, 401 and 404 are not required. However, construction of
the new easement will affect Randleman lake watershed riparian buffers.
EXISTING ENVIRONMENT
The project area is located in the Piedmont physiographic province in the Cape Fear
River Basin, and crosses Deep River and a portion of Randleman Lake. Land use in the
vicinity of the project corridor consists primarily of a mix of woodland, open, maintained
land and scattered residential and urbanized light commercial areas. Interstate 85 borders
the project area to the west, beyond which is a water treatment plant. A police training
facility is located just to the east.
S &ME personnel originally visited the project area on May 7, 2012 in order to conduct a
jurisdictional delineation. S &ME followed the procedures set forth in the 1987 US Army
Corps of Engineers Wetlands Delineation Manual and the Eastern Mountain and

Courtesy Pre - Construction Notification S &ME Project No. 1357 -12 -010
Thomasville Line —12 -inch Transmission Gas Line January 17, 201
Piedmont Region Supplemental Guidance. The field review also included identification
of tributaries (streams or ditches) within the project corridor. Aside from the limits of
Deep River and Randleman Lake, S &ME did not observe jurisdictional wetlands, streams
or areas that would otherwise be impacted by the project. The jurisdictional limits of
Deep River and Randleman Lake were surveyed by a registered land surveyor and
mapped construction drawings included in Appendix II.
In general, observed species occurring within the existing, maintained utility easement
included blackberry (Rubus sp.), winged sumac (Rhus copallina), milkweed (Asclepias
syriaca), Queen Anne's lace (Daucus carota), dogfennel (Eupatorium capillifolium),
goldenrod (Solidago sp.), sericea lespedeza (Lespedeza cuneata), poison ivy
(Toxicodendron radicans), Virginia creeper (Parthenocissus guinguefolia), muscadine
grape (Vitis rotundifolia) and various grasses. Woody saplings included sweetgum
(Liguidambar styraciflua), box elder (Acer negundo) and winged elm (0mus alata).
Wooded areas adjoining the existing easement were typically vegetated with American
beech (Fagus grandifolia), shagbark hickory (Carya ovata), red maple (A. rubrum),
ironwood (Carpinus caroliniana), various oaks (Quercus spp.), Virginia creeper, ebony
spleenwort (Asplenium platyneuron) and Christmas fern (Polystichum acrostichoides).
Photos of the typical project corridor conditions are included in Appendix III.
DESCRIPTION OF THE PROPOSED WORK AND BUFFER IMAPCTS
Installation of the new pipeline will begin within a 25 -foot x 200 -foot temporary
workspace (TWS) area established in a highground portion of the existing easement on
the north side of Deep River. A drill rig will be set up in the TWS and begin drilling a
pilot hole south to a 25 -foot x 255 -foot TWS area established in a highground portion of
the existing easement on the south side of Randleman Lake. Different drill heads will
then be used to widen the pilot hole to a diameter sufficient to accommodate the new 12-
inch pipe. Specialized mud will be pumped into and circulated through the hole in order
to prevent its collapse prior to pipe insertion. On the south side of Randleman Lake, the
new 12 -inch pipe segments will be strung and placed on skids (wooden pedestals) along
the easement. The pipe segments will be welded together and inspected for structural
integrity, then pulled through the hole drilled by the HDD rig. Once the pipe is pulled
through, both ends will be welded to the existing 12 -inch pipe, and the old 8 -inch pipe
retired.
Work in the TWS on the north side of Deep River will temporarily impact approximately
4,016 square feet (sf) of the Zone 1 buffer and 3,493 sf of the Zone 2 in order to establish
the workspace and to move and stage equipment within the existing easement. On the
south side of Deep River, approximately 1,627 sf of Zone 1 and 917 sf of Zone 2 will be
permanently hand - cleared of above ground vegetation and maintained in a grassed
condition in order to establish the new easement. These constitute the only permanent
project impacts to the buffer.
4

Courtesy Pre - Construction Notification SWE Project No. 1357 -12 -010
Thomasville Line — 12 -inch Transmission Gas Line January 17, 2013
Appropriate sediment and erosion control practices outlined in the most recent version of
the "North Carolina Sediment and Erosion Control Planning and Design Manual" and
approved by the local governing authority will be installed to prevent sedimentation of
Deep River and a portion of Randleman Lake as a result of construction. Vegetation
within the buffers will be hand cleared, and introduction of logging debris into the Deep
River and Randleman Lake will be avoided to the extent practicable.
Affected areas will be "cleaned up" by retuning the highground work areas to their
original grade and contour, followed by permanent seeding and mulching to restore the
easement as closely as possible to pre - disturbance conditions. Temporarily affected
portions of the buffer will be seeded and allowed to naturally re- vegetate.
According to the City's buffer ordinance table of uses, the project is "Potentially
Allowable with Mitigation ".
The project will incorporate the following best management practices (BMPs):
• Woody vegetation within the buffer 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 construction and during routine
maintenance to ensure diffuse flow of stormwater through the buffer.
MITIGATION
The project is proposed to result in conversion of 1,627 sf of Zone 1 from forested area to
grass- covered easement. Accordingly, PNG is required to purchase 4,481 riparian buffer
mitigation credits (1,627 sf x 3). They propose to purchase the necessary credit from the
North Carolina Ecosystem Enhancement Program ( NCEEP), pending agency approval of
the credit release. A copy of the In -Lieu Fee Request Form that was provided to NCEEP
is included in Appendix IV.
Mitigation has also been provided by avoidance and minimization procedures
implemented during the design phase of the proposed project. Impacts will be minimized
by: 1) paralleling existing, maintained easement where practicable; 2) use of trenchless
pipe installation (HDD); and 3) reducing the width of the permanent maintenance
corridor to 30 feet at the waterbody crossings.
5

Courtesy Pre - Construction Notification SWE Project No. 1357 -12 -010
Thomasville Line — 12 -inch Transmission Gas Line January 17, 2013
CLOSING
Thank you for your review of this courtesy PCN. If you have questions or need
additional information, please feel free to contact us at 704.523.4726.
Sincerely,
S &ME
Jo w er, P.W.S.
eni r oject Manager
Oct, 0� px4z-'s
Darrin M. Peine, Q.E.P.
Natural Resources Department Manager
Senior Review by Julie Bennett- Hudel, P.G., LEED AP
Attachments
cc. Andy Clark, PLS — Regional Land Surveyors
Sue Homewood — NCDWQ Winston Salem Regional Office
Jim Kalish - PNG
Mark Schroeder, P.E. — City of High Point
0

Figures

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

0� W 9
OaA7�1
O <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification PC Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. 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
le. 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
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Thomasville Line - 12" Transmission Gas Line
2b. County:
Guilford
2c. Nearest municipality / town:
High Point
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Piedmont Natural Gas
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
4720 Piedmont Row Drive
3e. City, state, zip:
Charlotte N.C. 28210
3f.' Telephone no.:
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, P.E.
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.:
704.731.4598
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
1a. Property identification no. (tax PIN or parcel ID):
Project is a linear utility line replacement
1 b. Site coordinates (in decimal degrees):
Latitude: origin: 35.944140 N; terminus: 35.93868° N
Longitude: - odgin:79.901450 W; terminus:79.906450 W
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
Total diturbed area = 0.79 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Deep River
2b. Water Quality Classification of nearest receiving water:
WS -IV; CA
2c. River basin:
Cape Fear (0303003)
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 located in the Piedmont physiographic province in the Cape Fear River Basin, and crosses Deep
River and a portion of Randleman Lake. Land use in the vicinity of the project corridor consists primarily of a mix of
woodland, open, maintained land and scattered residential and urbanized light commercial areas. Interstate 85 borders
the project area to the west, beyond which is a water treatment plant. A police training facility is located just to the east.
3b. List the total estimated acreage of all existing wetlands on the property:
No wetlands are located within the project disturbance limits.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The project will cross Deep River and Randleman Lake via HDD in a 30 -foot wide easement.
3d. Explain the purpose of the proposed project:
The purpose of this project is to replace portions of an existing PNG transmission line. Currently, there are two gaslines
located within PNG's existing easement: One line is 8- inches in diameter in its entirety. The second line is 12- inches in
diameter, with the exception of the segments located beneath Deep River and Randleman Lake, where the line switches
to 8 -inch.
PNG's pipeline system is subject to extensive state and federal regulations and requirements, and at the Federal level,
these regulations fall under the Department of Transportation (D.O.T.). As a result of current Federal D.O.T.
requirements, all pipeline owners, including PNG-

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes ❑ No ® Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
❑ preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: S &ME, Inc.
Name (if known):.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S &ME personnel visited the project area on May 7, 2012 in order to conduct a jurisdictional delineation. S &ME followed
the procedures set forth in the 1987 US Army Corps of Engineers Wetlands Delineation Manual and the Eastern
Mountain and Piedmont Region Supplemental Guidance. The field review also included identification of tributaries
(streams or ditches) within the project corridor. Aside from the limits of Deep River and Randleman Lake, S &ME did not
observe jurisdictional wetlands, streams or other areas that would otherwise be impacted by the project.
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 5 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
W1 ❑ P [IT
❑ 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: The project does not involve wetland impacts.
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 []PC] T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments: The project does not involve stream impacts.
Page 6 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.
Open water
impact number
— Permanent (P)
or Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
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.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
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):
II FORMTEXT
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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: Jordan
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
61 []PST
Tem rks a e
Workspace
Deep River
El Yes
® No
4,016
3,493
B2 ®P ❑ T
Permanent
Easment
Deep River
O No
1,627
917
B3 ❑P ❑T
❑Yes
❑ No
6h. Total buffer impacts
5,643
4,410
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project was deisgned to avoid impacts to jurisdictional areas by installing the pipe using "trenchless" methods (HDD).
The new gasline will also adjoin an existing easement for a majority of its length.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The width of the permanently- maintained easement will be reduced to 30 feet at the buffer crossings.
Appropriate sediment and erosion control practices outlined in the most recent version of the "North Carolina Sediment and
Erosion Control Planning and Design Manual' and approved by the local governing authority will be installed to prevent
sedimentation of Deep River and Randleman Lake as a result of construction.
Woody vegetation within the buffer 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 after construction and during routine maintenance to ensure diffuse flow of stormwater through the buffer.
Affected areas will be "cleaned up" by retuning the highground work areas to their original grade and contour, followed by
permanent seeding and mulching to restore the easement as closely as possible to pre - disturbance conditions. Temporarily
affected portions of the buffer will be seeded and allowed to naturally revegetate.
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 project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
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):
4,481 square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments: see attached NC EEP acceptance letter
5. Complete if Using a Pennittee 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
Permanent Easement
1,627
3 (2 for Catawba)
4,481
Zone 2
Not Required as area is to
remain grassed
_
1.5
-
6f. Total buffer mitigation required:
4,481
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 attached NC EEP acceptance letter.
6h. Comments: 4,481 sf or riparian buffer mitigation credit will be purchased from NC EEP
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. 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 constructed belowground. The easement will
❑ Yes ® No
remain grassed with no imperveous surfaces.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
>1 %
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 10 of 12 ,
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)?
1c. 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
❑ Yes ❑ No
letter.)
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" in that its purpose to replace two segment of existing natural gas
transmission pipleine with a new line.
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 is a natural gas pipeline and will not generate waste water.
Page 11 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?
❑ 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?
Review of the N.C. Natural Heritage Program website indicated that there are no documented occurrences of federally -
protected species within a two -mile radius of the project area.
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.floridamadne.org/efh—coralAms/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?
S &ME reviewed the N.C. Historic Preservation Office Web Mapper, which indicated that there were no sites listed on the
National Historic Register within 0.5 mile of the project area.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
FZyes ❑ 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.
01.17.13
r
Applicant/Agent's Printed Name
Date
Appli ge Signature
(Agent's signature is valid only ff1mvwIfthorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

Date: 01.02.13
Project Information
S &ME Project Name
Type of Project:
Location:
$S&ME
AGENT AUTHORIZATION FORM
Greensboro Line 386
Natural Gas Transmit
Greensboro, N.C.
Property Owner /Representative Information
Business Name:
Mailing Address:
City, State, Zip Code:
Telephone No.
Contact:
Agent Information
Business Name:
Street Address:
City, State, Zip Code:
Telephone No.
Contact:
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, N.C. 28210
704.731.4598
S &ME, Inc.
9751 Southern Pine
Charlotte, NC 28273
(704) 523 -4726
Joey Lawler, P.W.S.
Pipeline
ulevard
Authorization:
I id K,,& on behalf of
(Contact Signature)
Piedmont Natural Gas hereby authorize
(Name of Landowner or Project Sponsor)
S &ME, Inc. to act as agent in submission of Section 4041401
Permitting information for above - mentioned project.

Appendix II:
Construction Drawings

180004810000100001
PIEDMONT TRIAD REGIONAL WATER AUTHORITY
DB 3819 PG 688
ZONE 2 (50' BUFFER) / \ EXISTING
\ GAS EASEMENT
ZONE 1 (30' BUFFER) h° D.B. 3363 PG. 552
-DEEPf RIVER
159470160087500010 PERMANENT
PIEDMONT TRIAD REGIONAL WATER AUTHORITY 'CONVERSION
DB 4304 PG 1893 l AREA
TEMPORARY • .• �' -- 1. - -`, `- - ,.. 'n - __ : ._,: _. -.., ^_. -. � ,�� � -,
IMPACT AREA \7� -
0
N\ \ n f "fir;,;` -•- - "-
0 ZI
1 �
f r-
r1G �G ^EGG
>> G G
G
�G „ G
G
NEW
25' TEMPORARY
WORKSPACE
EXISTING 50'
GAS EASEMENT
D.B. 3383 PG. 225
LEGEND:
wOODUNE
�C�G� PROPOSED GAS LINE
_G—G— EXISTING GAS LINE
— — — JURISDICTIONAL BOUNDARY
ZI — ZI — 30' ZONE 1 BUFFER
— Z2 — Z2 — 50' ZONE 2 BUFFER
PROPERTY LINE
—PROPOSED PNG EASEMENT
EXISTING
GAS LINES
O
c c
G G
30' DISTURBED
CORRIDOR
PERMANENT
2
TEMPORARY 1 yoke . , .. :.: , , . CO AREA VERSION
IMPACT AREA ep
EXISTING tiF �`f0
8" X 12" ?iS , eG PROPOSED 12" NEW 50'
CROSSOVER p �FRJ CARBON STEEL
LINE GAS EASEMENT
IRAN
E`�PJ (TO BE BORED)
NO RIVER IMPACT
INTERSTATE 85
PERMANENT CONVERSION AREA
TEMPORARY IMPACT AREA
BUFFER IMPACT. STREAM "DEEP RIVER"
ZONE 1
ZONE 2
PERMANENT CONVERSION
1 1,627 SQ FT
917 SQ FT
TEMPORARY IMPACT
1 4,016 SQ FT
3,493 SQ FT
REPLANT AREA
1 0 SQ FT
0 SQ FT
180004810000100007 aw
CITY OF HIGH POINT
1
\ / \a
G G -\J- G --YG t­ G
o
�� C P, R O j //i
a
`4 p- 01% i
. Q SEAL T*-
L- 464904..
EXISTING 50'
GAS EASEMENT y,"��,!'✓�!!Q" �C\ N
D.B. 3347 PG. 833 �
l o1�v /!3
GRAPHIC SCALE
100 0 50 100
1 inch = 50 fL
BUFFER IMPACT MAP
THOMAS VILLE LINE
12 " TRANSMISSION GAS LINE
PIEDMONT NATURAL GAS COMPANY, INC.
GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
IR # 426361
Regional Land Surveyors, Inc.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
TELEPHONE [phone]

GEMMM NOTES
I ALL REFERENCES HEREON TO'OWNER SHALL REFER TO PIEDMONT NATURAL OILS
COMPANY
2 ALL CONSTRUCTION METHODS AND MATERIALS SWILL CONFORM TO THE
CURRENT SPECIFICATIONS AND STANDARDS OF PIEDMONT NATURAL GAS AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RgcDDti?
a ALL WORK SHALL BE DONE IN COMPLNNCE WITH APPLICABLE SECTIONS OF OSHA
PART 29 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
4 THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOBSRE CONDITIONS OWING THE COURSE OF COFISTRLCTON OF THIS
PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKNG HOURS THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD
HARMLESS THE OWNER AND THE ENGINEER FROM ANY AND ALL LIABILITY. REAL
OR ALLEGED. IN CONNECTION WRIT THE PERFORMANCE OF WORT ON THIS
PROJECT. EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
8 ALL DOSTING UTILITIES AND STRUCTURES INDICATED HEREON ARE BASED UPON
FIELD SURVEYS AND AVAILABLE INFORMATION OF RECORD AND MAY NOT BE
ALLANCLUSIVE THE CONTRACTOR IS REOURLED TO TAKE PRECAUTIONARY
MEASURES TO PROTECT THE UTaJ7Y LINES SHOWN HEREON AND ANY OTHER
EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE
RELOCATION OR REMOVAL OF EXISTING UTILITIES IF NECESSARY AND AGREES TO
aE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES RESULTING FROM HIS
FA"WTO LOCATE AND PROTECT EXISTING UNDERGROUND UTILITIES. BEFORE
STARTING WORK CONTACT NC ONE CALL CENTER AT 12004532.4W9 TO ARRANGE
FOR UWTIES LOCATION.
8 LOCATION AND ELEVATION OF EXISTING G UNDERGROUND UTILITIES TO BE MET OR
CROSSED BY THE WORK SHALL BE CONFIRMED BY FIELD MEASUREMENT
Y AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE
DRAWINGS F REVISIONS ARE NECESSARY
7 THE CONTRACTOR SWILL BE RESPONSIBLE FOR ALL DAMAGES ANDOR PENALTIES
RESULTING FROM ALL NON4XWLCANCE WITH FEDERAL, STATE AND LOCAL
PERMITS AND ENCROACHMENT AGREEMENTS
E 8 ALL DRAINAGE PIPES AND STRUCTURES SHALL BE CLEANED OF DEBRIS AND
,@ ERODED MATERIALS RESULTING FROM CONSTRUCTION THESE PIPES AND
PI STRUCTURES SMIALL BE MAINTAINED CLEAN DURING THE PERIOD OF
CONSTRUCTION
9. ALL DISTURBED SLOPES SMALL BE RESTORED TO EXISTING GRADES AND
Q_ STABILIZED WITH AND TACK F APPROPRIATE
Y
HORIZONTAL DIRECTIONAL DRILLING (HDD) NOTES
VARURnONS IN PLAN OR PROFILE
1 THE CONTRACTOR SHALL MAINTAIN THE HORIZONTAL ALGN UENT WITHIN H- 2
FEET OF THE ALIGNMENT SHOWN ON THE DRAWINGS,
2 CONTROL POOR ELEVATIONS SHOWN INDICATE THE MINIMUM COVER AND SMALL
NOT BE REDUCED THE CONTRACTOR MAY DRILL DEEPER W/T11 THE APPOVAL OF
�$ THE OWNER AND THE ENGO ®R,
{ 3 THE GAS MAIN SHIM BE INSTALLED SO AS TO PROVIDE A MINIMUM OF TWENTY
9Q F OUR (24) RICHES OF CLEARANCE TO ALL OTHER UNDERGROUND UTLMES AND
STRUCTURES WHERE THIS IS NOT POSSIBLE APPROPRIATE PROTECTION SHALL
£ BEINSTALLLED
Y
R
� 1ECEKm _
® Wo1 PPE TBUKR NIA BDK ® sTOroI prow NANNpE SKIT) RATER tl�Oitl LA!
• MON rf FO T 9491 VMnn
W WTO WLVE N DOLLAR 0 WMTAf/ 9DM81 CITAN d1T
�(R-{ VVO[11 NC1FN @ 1NMNI POLL ® SNETARY 9110111A1M1011 (1M6) —W —1P —• ONOOw101AND PION
7 NS M19MANT j CIII MIRE 9m1 —e —e . e — SNRMY a, U E
GS YMNOIN
®MIX. ® W YALVF SlWYd _m _m _� U/c C DAAM .,
1 (D P a ORATE IMET (GO 1N00M000 k� 1811:
�4i— RDCt (I W AS NO
y Bl NANO wmL an wa Nm1 (co) v ®m .n Aoe-o-.a
ILO ANN[
PILOT HOLE REQUIREMENTS
4 THE CONTRACTOR SMALL ATALL TOMES PROVIDE AND MAINTAIN INSTRUMENTATION
WHICH WILL ACCURATELY LOCATE THE PILOT HOLE, MEASURE DRILL STRING AXIAL AND
TORSION LOADS. AND MEASURE DRILLING FLUID DISCHARGE RATE AND PRESSURE
8 THE OWNER WILL HAVE ACCESS TO THESE INSTRUMENTS AND THEIR READINGS AT ALL
TINES
8 SO T�E�YT WILL C
HOLES AT NADDI TIONAL TO VISUALLY VERIFY LOCATION AND CONDITION OF
THE DRILLED PO ELM
7 THE CONTRACTOR SHALL PLOT THE ACTUAL HORIZONTAL AND VERTICAL ALIGNMENT OF
THE PILOT BORE ON THE DRAWINGS AT INTERVALS NOT EXCEEDING 20 FEET THIS
'ASBWLT PLAN AND PROFILE SHALL BE UPDATED AS THE PILOT BORE IS ADVANCED
a THE CONTRACTOR SMALL GRANT THE OWNER ACCESS TO ALL DATA READOUT
PERTAINING TO THE POSITION AND 94CLC ATON OF THE SOREHEAD WHEN
REQUESTED THE CONTRACTOR SMALL PROVIDE EXPLANATIONS OF HIS POSITION
MONITORING AND STEERING EQUIPMENT
9 THE ACTUAL PILOT HOLE EXIT POINT SHALL BE LOCATED WITHIN TWO (2) FEET
LATERALLY OF THE EXIT PONT SHOWN ON THE DRAWINGS LOMGRUDNALLY THE
ACTUAL EXIT POINT SMALL BE NO MORE THAN FIVE (3) FEET SHORT OR FIVE (5) FEET
PAST THE EXIT POINT SHOWN ON THE DRAWINGS
10 THE OWNER SMALL APPROVE THE ALIGNMENT OF THE PILOT SORE BEFORE TIE
TEAMING RASE OR PPE PILING MAY COMMENCE
11 P THE PILOT BORE FMS TO OONFORM TO THE ABOVE TOLERANCES. OWNER MAY, AT
HIS OPTION, REQUIRE A NEW PLOT BORE TO BE MADE
12 IN ALL CASES, RIGHT OF WAY RESTRICTIONS SHALL TAKE PRECEDENCE OVER THE
LISTED TOLERANCES
13 NO PLOT HOLE WILL BE ACCEPTED P IT WILL RESULT IN ANY OF THE PIPELINE BEING
INSTALLED IN VIOLATION OF RIGHT OF WAY RESRBCTION&
14 CONCERN FOR ADJACENT UTILITIES ANDAOR STRICTURES SUALL TANS PRECEDENCE
OVER THE LISTED TOLERANCES LISTING OF TOLERANCES DOES NOT RELIEVE
CONTRACTOR FROM RESPONSIBILITY FOR SAFE OPERATKIM OR DAMAGE TO
ADJACENT UTILITIES AND STRICTURES
18 ALL BEND RADII SMALL BE EQUAL TO OR GREATER THAN THOSE LISTED IN THE
DRAWINGS,
INSTALLATION
18 THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THESE DRAWINGS, WILL
DETERMINE THE EXACT METHOD AND TECHNIQUES FOR COMPLETING THE MOD
CROSSINGS EXCAVATED MUD PITS CONSTRUCTED IN THE ENTRY AND OUT AREAS
WILL BE LIMITED TO THE PPE BOREHOLE AREA ONLY
17 AFTER COMPLETION OF THE DIRECTIONAL DRUM WORK. THE ENTRY AND EXIT PIT
LOCATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS
PREREAMING REQUIREMENTS
18
AFTER THE PILOT HOLE IS ACCEPTED, THE CONTACTOR SHALL PERFORM A REAMING
AND PRODUCT PPE PULL
19 THE MAXIMUM PREREAN9/G SMALL BE 244MCKM UNLESS OTERWI6E APPROVED BY
THE ENGINEER
20 BUOYANCY MODIFICATIONS (BALLAST) SMALL BE USED AT THE DISCRETION OF THE
CONTRACTOR. ANY BUOYANCY MODIFICATION PRocexam PROPOSED FOR USE SHALL
BE SUBMMTTTED TO OWNER OR ENGINEER FOR APPROVAL THE PIPE MLLLBAC(
CALCULATIONS ARE BASED ON NON. BALLASTED DWA LATOM THE CONTRACTOR Ig
RESPONSIBLE FOR ANY DAMAGE TO THE PULL SECTION RESULTING FROM BUOYANCY
MODIFICATIONS.
m WOIN7
Rol No A[
'ND TOWno —
PULLBACK REQUIREMENTS
21 CONTRACTOR SMALL PULL EXTRA LENGTH OF PRODUCT PIPE SUCH THAT ONE
WELD JOINT CAN BE EXAMINED AT THE EXIT END OF THE PPE
22 CONTRACTOR SHALL SUPPORT THE PRODUCT PIPE PULL BECKON AS IT
PROCEEDS DURING PULLBACK SO THAT R MOVES FREELY AND IS NOT OVER
STRESSED
23 THE MAXIMUM ALLOWABLE TENSILE LOAD IMPOSED ON THE PRODUCT PINE SHALL
NOT EXCEED 931,000 POUNDS
24 THE MAXIMUM SPACING OF PIPE SUPPORTS FOR THE PRODUCT PIPE DURING
PULLBACK IS 100FEET
25 THE MAX MIUM SPACING FROM THE ENDS OF PRODUCT PPE TO FIRST PPE
SUPPORT IS 654:EET
28 PULLBACK CALCULATIONS SUMMARY
TENSILE TENSILE SENDING
FortrF NLB818TR6S IPSn S (PS11
HUD91 IIL148 7.907 9AM
DRILLING FLUIDS
27 CONTRACTOR SHALL NOT USE ANY DRILLING FLUID THAT DOES NOT COMPLY
WITH PERMIT REQUIREMENTS AND ENVIRONMENTAL REGULATIONS
21L CONTRACTOR MOLL BE RESPONSIBLE FOR OBTNNI13. TRANSPORTING. AND
STORING ANY WATER REQUIRED FOR DRILLING FLUOS.
29 CONTRACTOR SMALL MV)QMIZE RECIRCULATION OF DRILLING FLUID SURFACE
RETURNS.
30 CONTRACTOR SWILL PROVIDE SOLIDS CONTROL AND FLUID CLEANM
EQUIPMENT OF A CONFIGURATION AND CAPACITY THAT CAN PROCESS SURFACE
RETL NS AND PRODUCE DRILLING FLUID SUITABLE FOR REUSE.
31 DISPOSAL OF EXCESS DRILLING BUDS IS THE RESPONSIBILITY OF THE
CONTRACTOR AND SMALL BE CONDUCTED IN COMPLIANCE WITH ALL
ENVIRONMENTAL REGULATIONS, RANT OF WAY AND WORKSPACE AGREEMENTS,
AND PERMIT RECUURE INNS.
32 CONTRACTOR 04ALL SUBMIT DRILLING FLUID DEPOSAL PROCEDURES TO OWNER
FOR APPROVAL.
33 CONTRACTOR SNAIL EMPLOY BEST EFFORTS TO MAINTAIN FULL ANNULAR
CIRCULATION OF DRILLING FLUID
34 DRILLING FLUID RETURNS AT LOCATIONS OTHER THAN THE ENTRY AND OUT PITS
SMALL BE MINIMIZED
35 IN THE EVENT THAT ANNULAR CIRCULATION IS LOST CONTRACTOR SHALL TAKE
ACTON TO RESTORE CIRCULATION
31L F INADVERTENT SURFACE RETURNS OF DRILLING FLUIDS OOCUR CONTRACTOR
SHALL IMMEDIATELY CONTAIN AND COLLECT
PRODUCT PIPE MATERIALS
37 PRODUCT PIPE SHALL BE 17 X 037V CARBON STEEL. GRADE X52 ERIN
SOIL BORING DAT
35 SOIL BORING LOG DATA SHOWN ON THE MOO PROFILES ARE TAKEN FROM THE
GEOTECIINICAL DATA REPORT PROVIDED BY SBMME THE BORING LOGS ARE ONLY
A PORTION OF THE REPORT FOR THE PROJECT. AND MUST BE USED IN
CONJUNCTION WITH THE FULL REPORT A COPY OF THE REPORT IS AVAILABLE
FROM THE OWNER SOIL STRATIFICATION AND GROL90WATER 08-MS ARE NOT
EXACT. AND MAY NOT BE REPRESENTATIVE OF SOILS CONDITIONS ALONG THE
ENTIRE LENGTH OF THE MOD
"'...- IStimmel
Ri 1N... N. lip
egional and ,,,e ral /ac
8042 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
p1MPN OF AW AW b I1Alg1 WR )/3y11
owaN m w nw a b 1a-1n ONE loyu
SCALE 1- - 100
100 50 0 100
BEFORE YOU DIG 1
CALL 1- 800 -832 -4949
N.C. ONE —CALL CENTER
IT'S THE LAW I
CodPiedmont
Natural Gas
RIVERDALE DRIVE BORE
NDD OVERALL AND ROTES
IN v AA—XXXXX SHEET 1

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D.B. 3347 PO 630
E105SNI x•
E SMARV
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\ \ HDD POINT
r� aNVE eArA STA 26 +87 00
PIPE SIDE
20+2107-26 1 120 EXR ANGLE 120'
R- SSOO.00• � N: 797,735.5761
L- 390.22' E 1,731,682 3688
T -29310 T594701��� pµ0
hd D--5W 9
CI 41331 P1 jp Pte. PlA2g7S < 158470160088 tANO
DB 2737 PG 7 RM
arc
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(TYP) OB
OaSTw9 30' SOL BOTraq p
GAS EASEMENT
LL 3763 PO 129
MEM xs 735 ECSTNG 37
�r GAS EASEMENT
_ D.B. 3373 PG 626
71
fN�
EXISTING
CROSSOVER
COSTING 51Y
D EEASEMENT D B B 3333 Pc 6x9
. 4
IRaR oR
nR aR
,asrr9 u
730
0
BN -3
N
720
50/2
AR 50/1/
15011
710
r 700
o.°.
/ e 690
. LENGTH. 21A. 96'
IENCRt 2 20.79*
- 680
�� �— \ /
T T
STA: 24+ 1.04
/ . 680 70'
670
°_t o$ 'e1 660 SOL BORING LflGDID
IIq , RAD Fe
111S To"
GURVA 2000.00'
650 S.* So
SM. My Send
Fw5* nmu.d Poet
6.1®aTeere Gee6 PoR (TI,N)
640 Dt6er Pod
PVC STA.. 20+55 1 S-* OR
837.00'
SAC BEND: 12 1 sed
830 I SIdR ATV Z• IIeePR
AS kw Ttdb11
6- Skadad ft ft mTd
Q-bk— Ydr (0— PW fm)
20+00 820 THE SOIL BORING IDGS ARE NOT
20+50 21+00 21 +50 22+00 22 +50 23+00 23+50 24100 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 EXACT. AND REPRESENT ONLY A
PORTION Of THE OEOTEOHNCAL DATA
REPORT SEE THE FULL REPORT FOR
MORE NFORMWOM
STA. 22!121A7 STA 2oi .21 S,,L 3WPI7, os STAi6�+161 m HDD 1 HMONTAL SCALE 1• -50'
DEPT - 41 65' DEPTH - 41 M' 0EPR1 - 18 /9' DEPTH - 11 29 VERTICAL SCALE 1• -10'
WTERNL s1AINARV WTERIAL s1AOINIY aEVSaNS m" e�uet Stimmel Lod � IA_ �
STEED Xsx ERR PINE D POpN DOE °ESP'"" REg%BD.! �.Il1La NJU796j0)Tt, �. 1611 Piedmont
o37s' DA1moN , ,Oro /,x 155,Ra FOR caN6IRFGTON ? tN ''. o ��
GREENSBORO. SBOR NARNET STREET, 9111E 100 Natural Gas
GRFET1580R0. NORM CAROLINA 27109
- SEAL --- A O I1MRI ORl. >/L . --rs
1 61r-rl Aeaeere� PA RVGmAL ERNE BORE
( � �aa�Mew OIRr R oY fAM a b II-tb 9aL tyyu HDO STA. INOD TO S,A 26400
'.,� p.••• u'°w'F SCALE V - 50 s-e mmen
T,•Map�'•
50 25 0 50 IR # XX -XXXXX SHEET 3
730
G'
720
710
700
690
68, W
WAS
670 5
• 5
APPROX
54
660
6:
650
640 H
H RL L
LENGTH: 1
1587.88'
Q' 6
gYQ
A 6
630
AIA)0
620
14+00 1
14+50 1
15+00 1
15+50 1
16+00 1
16+50 1
17+00 1
17 +50
R G
GEPWN S
SIA ICIP 115
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DEPT - 3&M,
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THE IQ
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r� aNVE eArA STA 26 +87 00
PIPE SIDE
20+2107-26 1 120 EXR ANGLE 120'
R- SSOO.00• � N: 797,735.5761
L- 390.22' E 1,731,682 3688
T -29310 T594701��� pµ0
hd D--5W 9
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GAS EASEMENT
LL 3763 PO 129
MEM xs 735 ECSTNG 37
�r GAS EASEMENT
_ D.B. 3373 PG 626
71
fN�
EXISTING
CROSSOVER
COSTING 51Y
D EEASEMENT D B B 3333 Pc 6x9
. 4
IRaR oR
nR aR
,asrr9 u
730
0
BN -3
N
720
50/2
AR 50/1/
15011
710
r 700
o.°.
/ e 690
. LENGTH. 21A. 96'
IENCRt 2 20.79*
- 680
�� �— \ /
T T
STA: 24+ 1.04
/ . 680 70'
670
°_t o$ 'e1 660 SOL BORING LflGDID
IIq , RAD Fe
111S To"
GURVA 2000.00'
650 S.* So
SM. My Send
Fw5* nmu.d Poet
6.1®aTeere Gee6 PoR (TI,N)
640 Dt6er Pod
PVC STA.. 20+55 1 S-* OR
837.00'
SAC BEND: 12 1 sed
830 I SIdR ATV Z• IIeePR
AS kw Ttdb11
6- Skadad ft ft mTd
Q-bk— Ydr (0— PW fm)
20+00 820 THE SOIL BORING IDGS ARE NOT
20+50 21+00 21 +50 22+00 22 +50 23+00 23+50 24100 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 EXACT. AND REPRESENT ONLY A
PORTION Of THE OEOTEOHNCAL DATA
REPORT SEE THE FULL REPORT FOR
MORE NFORMWOM
STA. 22!121A7 STA 2oi .21 S,,L 3WPI7, os STAi6�+161 m HDD 1 HMONTAL SCALE 1• -50'
DEPT - 41 65' DEPTH - 41 M' 0EPR1 - 18 /9' DEPTH - 11 29 VERTICAL SCALE 1• -10'
WTERNL s1AINARV WTERIAL s1AOINIY aEVSaNS m" e�uet Stimmel Lod � IA_ �
STEED Xsx ERR PINE D POpN DOE °ESP'"" REg%BD.! �.Il1La NJU796j0)Tt, �. 1611 Piedmont
o37s' DA1moN , ,Oro /,x 155,Ra FOR caN6IRFGTON ? tN ''. o ��
GREENSBORO. SBOR NARNET STREET, 9111E 100 Natural Gas
GRFET1580R0. NORM CAROLINA 27109
- SEAL --- A O I1MRI ORl. >/L . --rs
1 61r-rl Aeaeere� PA RVGmAL ERNE BORE
( � �aa�Mew OIRr R oY fAM a b II-tb 9aL tyyu HDO STA. INOD TO S,A 26400
'.,� p.••• u'°w'F SCALE V - 50 s-e mmen
T,•Map�'•
50 25 0 50 IR # XX -XXXXX SHEET 3

A
R
\ PROAIECT
— —
=-7- .7'- =-
_r0- _ J
GENERAL Nobs
1 CAS MNN INSUM. SHALL E BY OPEN cur uNILE54 sMIOWM oTNFIIY6E, TE EMTRE
WIDTH OF THE TEMP AM NOPo6PACE SMALL BE CLEARED AND GRUBBED 11OESS MORN
OTHERWISE
2. G6 W W aST=TION THROUGH SELECTED WETLAND ALAS SHALL E BY H ORQONTA.
ORECf1011AL OiM1IING AS SHOWN ON THE PLANS. CLEARING TIMM WEILAND AREAS SIMIL
E EDUCED TO THE WIDTH SHOWN ON THE PLACES
3. CIS YAII a5GlU7ION ACROSS LIVE STREAMS AND DITCHES SMALL Sr. BY HIOD2OffM.
dEmaNAL ORLLLaC WEE SHOWN ON THE PLANES.
THIS PROPLJAU CONMWS WETI/V- /STEAMS /CAW ALAS AND STREAM BUFFERS TNT ARE
UNDER TE Au96DIC11DN w TE US AWY CORPS IMF ENGINEQ6 AND 7E Mc OEPARIYENf, a,
ElMR01O1E1NT AND HANfML RESOURCES. DES PROJECT 00ES NOT oAOLK ILPAtIg ro THESE
THESE JURISDICTIONAL L FFEATU ES THE PRECAUTIONS TO PRREVFMNu� INTO
MEERITSE IDEITT IN � AREAS WHERE THE WORK a CLOSE AREAS STAKED OR
THE CONERALTDR SHALL E WILE FOR ANY OAMMAGES ro THE oWTEx AND/Olt THE ENGINEER THAT
RESULT FROM THE OISRJRBANGE Di TE JURbDICIGIML AREAS a EXCESS OF THE PENGNEER
LOOTS. THE TGES WY INCWOE BUf 11IC/ NOTE OARED ro TE SS OF H FINq
CONSULTANT FEES, CONSTRIICIIOI/ OCK ri1CA7ION FEES. AND LEGAL FEES. 7E CONIRICIOR,
A HIS D6OETNDAL WY PRONE ADDIIGNAL PRO"'I"'M YFAAES ABOVE AND BEYOND THOSE
ANY SHOWN oN TE PLATES ro IMSIRE HIO DbTURBANK.E BEYOND THE PERMITTED 2BE ND TOSE
THE EROSION CONTROL I6PEMF/LiIA� BTIH THE ENCRRA, THE UTAMIDENfA, CONSULTANT AND
1 THE CONTRACTOR SHALL CONTTRII THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED FROM THE APPROPRIATE AlR11DPoRE5 MM TO ECDOONG ANY WORN ON THE
PROJECT THUS PROJECT DOES NOT REQUIRE AM EROSION CONTROL POW. HOWEVER
INSTMJATON OF EROSION CONTROL MEASURES 6 REQUIRED ,
2 PIEDMONT NATURAL GAS WILL HAVE A FULL-TIME EROSION CONTROL INSPECTOR OWTE THE
RESPg61RILRY OF lE PALO WSPECIOR 510 ENSUE COYPWNCE MAIM TE APPROVED
PLANS, THE PONT I6PECi0R DOES NOf NAVE TE NffIlOR11Y TO CHANGE THE REQUIREMENTS
OR SCOPE OF THE EROSION CONNTROL WOO( ON iME PROJECT
3, THE WORTH CAROUMA SEDOmNTATION Pp11J110N CONTROL PROGRAM 6 PERFORMANCE
ORIENTED. EOARDG PRQIECIION a HAT1TIAL RESOURCES AND ALL 5 PO PROPERTIES. THE
EROSION AND SEDIMENT CONTROL MEASURES AND OEYDCES SHOWN ON THE PLANES ARE
ANTE /OED AS A GUIDE 6 TESL YFA91RE5 CO NOT CONTROL EROSION AND SEDIMENT AS
INIENDFD. ADDITIONAL MEASURES SMALL E AIDED AS NEEDED
4 THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE SEQUENCE OF CONSTRUCRO6
5. INSTALL AND MAORAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AND DEVICES AS
SHOW ON THE PLANS,
a ALL dSRRED ALAS SMALL E SE1�ED AND MULLED IN ACCORDANCE WITH THE SEEDING
TICKS AS FOUJDWS 0PERRMM NENEIO SEEM MIXTURES HAVE BEEN COMBINED �DINEEDDAND SM ILL E � IN A AIDE
7 T NORTH CAROLINA SEDIMENTATION POLLUTION GONO PROGRAM RDM GROUND COVER TO E
TQ PROVOID W7THa VARYIIO TIME FRAMES BASED ON COPAX110N OF PHASES OF GRACING
OR TOW. PRRIECf COMPLLTIOI HEAR UTILITY PROTECTS THAT INVOLVE TREEIOWG AND
BAOEILU/IO DO NOT NEfESSARRY FR THE P1KSE DESO0PGM6 NORMALLY USED FOR SE
OVERALL1ENT PROJECTS. TW PROJECT 6 DNOED INTO SECTIONS AS SHOWN ON THE
OVERALL E7OSION OOIIIROL PARE SEFDIND TOE FRAMES SHALL E AS FOJ➢WS.
• FACIA SECTION SHALL E PERMANENTLY STABILIZED AS R 6 OOYPLEfED• AND WITHIN 15
. THAT SECTION.
IF CLEARING CPETMIX S PRECEDE PIP INSTALLATION BY 15 DAYS OR
SHALL E SEEDED AND MULCHED PRIOR TO PPE aSTAJAION 'THESE MFiLS
• STEAM BAKE AND BUFFERS WITHIN CUUNATED HERD ALAS SHALL E SEEDED AND EROSION
CONTROL MATTING INSTALLED AS SHOWN AS SOON AS CONSTRUCTION IN THAT SPECIFIC AREA IS
COIPLLTE, STEAM AND DITCH BANG AND BUFFERS STALL NOT E FERIDRED
• SELECTED AREAS WY LODE SFIDOD AND YULOIIG THE SAE DAY PPE 6 INSTALLED
THESE AREAS ARE INDICATED ON TE PLAINS
S ALL EROSION AND SEDONONT CONTROL 11EYICES sHMALL RnaN a PALACE UNTIL Mi OISTIRBED
AREAS AE REVEGETAIID ALL lEYPORARA' EROSION AND SFDNENf CONTROL OEVKLS 9411
E REMOVED 1NHEN OISfLRBED AREAS AE REVEGETATID
1 INSTALL TEMPORARY C016jRUCIGN ENTRANCE. SILT FEND WATTIM AND OTHER EROSION
CONTROL MFASIJRES AND DEVICES
SELF- WSPEON Ar in INOW FOR OOWWIR MEH M XwEEDNEI, PWL -
NISTEM
L CLEAR WOODED AREAS AS SHOWN ON THE PUMAS
3. INSTALL GAS MAO,
1 FERTILIZE. SLID AND YIII'.11 ECDOFLS OF TE PROJECT AS NWA7ED ON TE OVERALL
ERO51p11 CONTROL PAWL AS THEY ARE COMPLETED.
5 REMOVE ALL TEMPORARY SEDIMENT CONTROL DEVICES ONLY AFTER DISTURBED AREAS HAVE
BEEN REVEGETATED.
GIVEN THE HOT= OF THE PROJECT. TEMPORARY AND PERMANENT SEEDING MIXTURES HAVE BEEN
COMBINED AND SHALL E APPLIED IN A 504GLE APPLICA7011.
FERTILIZER AL IDESfONE 4,OCO L85 /ACRE
FERTILIZER 10 -10 -10 l8S /ACHE
LONE AND FERTWZLR SHALL E 0151® INiD 7IE SOL SURFACE TO A MINIMUM DEPTH OF 4
INCHES
vasnNO
SEFDI SFFo Fmm
DEG ' APR ,s RYE EOM 12D OS/AAXE
EI(OBE) 50 /KALE
TALL
LEGEND
FeSCI
TALL FESCUE W l85 /ACRE
us
WON PPE FOUND / r6 BOX
i 11E8Y1 FOINp T BON
4
® BIODI DA n MIAH aL (LID, — — — — PROPOSED OAS LIE
® M1u VALVE
m WATDI
W BOLLAD
O BANDAR, SW@ QDYI aR �v�- OVER LIE I
D+ERItWD UTILITIES
® SANTUAT SWOT, MANNOU DID) -- -- —
ME7ER
FIR: NT,DNNII
Wes/ 1
®
— IADETWOKA D POWEII
NAAST, �' _ e _ —e —a — BNEONY S.WG 1JNE
1
®COOL
Goa VALUE
- '.•`"� U�OOMMAFMTIOM
d
m �
■ MITE RLET E00
HARDWOOD +NEE LIE
B8 TOTARC S WNAL BOX I ATW BASH <®,
` �•0� --�b� iEMCC (ORE AS FLED) l
O O® BON
IEMPORARf PFTaMMF)Af SFFTIIIC
RECOMMENDED SOIL AMENDMENTS AND SID MIXTURES MADE
WYE MADE WITH THE ADVICE OF A LOCAL
SEEING PROFESSIONAL
p--.--A--.--�.--� VW DIHA lv
F `ientim "1 r 1FP T,OIN T,n _,, O A A
1 THE CONTRACTOR SHALL CONTTRII THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED FROM THE APPROPRIATE AlR11DPoRE5 MM TO ECDOONG ANY WORN ON THE
PROJECT THUS PROJECT DOES NOT REQUIRE AM EROSION CONTROL POW. HOWEVER
INSTMJATON OF EROSION CONTROL MEASURES 6 REQUIRED ,
2 PIEDMONT NATURAL GAS WILL HAVE A FULL-TIME EROSION CONTROL INSPECTOR OWTE THE
RESPg61RILRY OF lE PALO WSPECIOR 510 ENSUE COYPWNCE MAIM TE APPROVED
PLANS, THE PONT I6PECi0R DOES NOf NAVE TE NffIlOR11Y TO CHANGE THE REQUIREMENTS
OR SCOPE OF THE EROSION CONNTROL WOO( ON iME PROJECT
3, THE WORTH CAROUMA SEDOmNTATION Pp11J110N CONTROL PROGRAM 6 PERFORMANCE
ORIENTED. EOARDG PRQIECIION a HAT1TIAL RESOURCES AND ALL 5 PO PROPERTIES. THE
EROSION AND SEDIMENT CONTROL MEASURES AND OEYDCES SHOWN ON THE PLANES ARE
ANTE /OED AS A GUIDE 6 TESL YFA91RE5 CO NOT CONTROL EROSION AND SEDIMENT AS
INIENDFD. ADDITIONAL MEASURES SMALL E AIDED AS NEEDED
4 THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE SEQUENCE OF CONSTRUCRO6
5. INSTALL AND MAORAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AND DEVICES AS
SHOW ON THE PLANS,
a ALL dSRRED ALAS SMALL E SE1�ED AND MULLED IN ACCORDANCE WITH THE SEEDING
TICKS AS FOUJDWS 0PERRMM NENEIO SEEM MIXTURES HAVE BEEN COMBINED �DINEEDDAND SM ILL E � IN A AIDE
7 T NORTH CAROLINA SEDIMENTATION POLLUTION GONO PROGRAM RDM GROUND COVER TO E
TQ PROVOID W7THa VARYIIO TIME FRAMES BASED ON COPAX110N OF PHASES OF GRACING
OR TOW. PRRIECf COMPLLTIOI HEAR UTILITY PROTECTS THAT INVOLVE TREEIOWG AND
BAOEILU/IO DO NOT NEfESSARRY FR THE P1KSE DESO0PGM6 NORMALLY USED FOR SE
OVERALL1ENT PROJECTS. TW PROJECT 6 DNOED INTO SECTIONS AS SHOWN ON THE
OVERALL E7OSION OOIIIROL PARE SEFDIND TOE FRAMES SHALL E AS FOJ➢WS.
• FACIA SECTION SHALL E PERMANENTLY STABILIZED AS R 6 OOYPLEfED• AND WITHIN 15
. THAT SECTION.
IF CLEARING CPETMIX S PRECEDE PIP INSTALLATION BY 15 DAYS OR
SHALL E SEEDED AND MULCHED PRIOR TO PPE aSTAJAION 'THESE MFiLS
• STEAM BAKE AND BUFFERS WITHIN CUUNATED HERD ALAS SHALL E SEEDED AND EROSION
CONTROL MATTING INSTALLED AS SHOWN AS SOON AS CONSTRUCTION IN THAT SPECIFIC AREA IS
COIPLLTE, STEAM AND DITCH BANG AND BUFFERS STALL NOT E FERIDRED
• SELECTED AREAS WY LODE SFIDOD AND YULOIIG THE SAE DAY PPE 6 INSTALLED
THESE AREAS ARE INDICATED ON TE PLAINS
S ALL EROSION AND SEDONONT CONTROL 11EYICES sHMALL RnaN a PALACE UNTIL Mi OISTIRBED
AREAS AE REVEGETAIID ALL lEYPORARA' EROSION AND SFDNENf CONTROL OEVKLS 9411
E REMOVED 1NHEN OISfLRBED AREAS AE REVEGETATID
1 INSTALL TEMPORARY C016jRUCIGN ENTRANCE. SILT FEND WATTIM AND OTHER EROSION
CONTROL MFASIJRES AND DEVICES
SELF- WSPEON Ar in INOW FOR OOWWIR MEH M XwEEDNEI, PWL -
NISTEM
L CLEAR WOODED AREAS AS SHOWN ON THE PUMAS
3. INSTALL GAS MAO,
1 FERTILIZE. SLID AND YIII'.11 ECDOFLS OF TE PROJECT AS NWA7ED ON TE OVERALL
ERO51p11 CONTROL PAWL AS THEY ARE COMPLETED.
5 REMOVE ALL TEMPORARY SEDIMENT CONTROL DEVICES ONLY AFTER DISTURBED AREAS HAVE
BEEN REVEGETATED.
GIVEN THE HOT= OF THE PROJECT. TEMPORARY AND PERMANENT SEEDING MIXTURES HAVE BEEN
COMBINED AND SHALL E APPLIED IN A 504GLE APPLICA7011.
FERTILIZER AL IDESfONE 4,OCO L85 /ACRE
FERTILIZER 10 -10 -10 l8S /ACHE
LONE AND FERTWZLR SHALL E 0151® INiD 7IE SOL SURFACE TO A MINIMUM DEPTH OF 4
INCHES
vasnNO
SEFDI SFFo Fmm
DEG ' APR ,s RYE EOM 12D OS/AAXE
EI(OBE) 50 /KALE
TALL
TOTAL DISTURBED AREA = 0.79 ACRES
FeSCI
TALL FESCUE W l85 /ACRE
us
AM 15 - AG 15 OUNIAN 60-M 40 U85./ACRE
TALL FESCUE IG UM/ACRE
MAINTENANCE PLAN
AUG 15 - DEC. 30 RTE (CRAW) 120 1B., ALTS
iE1NPOR.RY GRA b'.MM ..NY
— eeee.m ED /
MAINTAW THE GRAVEL PAD IN A CONDITION TD PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SINE. INS MAY REMOE PERIODIC roPDRESSDIO WITH 2-INCH STONE
THE SOL AMENDMENT AND SEEDING SCHEDULE SHOWN ABOVE SHaBD E RED AS CENEWL
AFTER EACH RAIWALL. RESPECT ANY STRUCTURE USED ro TRAP SEDIMENT AND OEM TT OUT AS
AFTER NY IMMEDIATELr REMOVE AD
AND YINDLUM. ACID b INTENDED FOR 504, STABBIIATIINN IN LAY YNNTEMAIGE, NON -LAWN AREAS.
SPECIFIC ILCX SOIL C0IMOTIOI6 MAY EOIME WrT RDR SOL AM@DIIENT APP1CAl10N RATES
'
mECRO4IBLE MATERIALS SPILLED. WASHER OR TRACKED ONTO PUBLIC ROADWAYS
AND SEED MOVES TO OBTAIN ACLEPIMI E VEGETATIVE DOVER YOOEYATION THE ABOVE
IEMPORARf PFTaMMF)Af SFFTIIIC
RECOMMENDED SOIL AMENDMENTS AND SID MIXTURES MADE
WYE MADE WITH THE ADVICE OF A LOCAL
SEEING PROFESSIONAL
ESEID AMD MULCH AREAS WNFRE SEEDING EMERGENCE IS POOR, OR WHERE EROSION ODOURS. AS
TH
LNITIIOI/f AITIDAIIA710N FROM THE END
F M
SOON AS POSSIBLE. 00 NOT MOW PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
EXCEPTION TO FERTILIZER RECg1YD0ATION, STEAM BADE. sTEAY BNFFEM AND WETAN09
SAIL NOT E FERTILIZED
SILTFENCEE
MFR SEIDDIG, TE ALFA SHILL E ROLLID OR CULTRACKED TO 46URE THAT TE SEED 6
INSPECT SEDIMENT FENCES AT LEAST ONCE A WELL AND AFTER EACH RAINFALL EVEN. MAKE ANY
REQUIRED REPARS IMMEDIATELY.
PRESSID INTO CONTKT 1FITN TIME 504. SURFACE, ALL SEEDED AREAS 9Y1L E LRRCFED WITH
STRAW MULCH AT A RATE OF 4.000 LBS /ACRE STRAW MULCH SMALL E AI BY TACKING
WITH ASPHALT, NETTING.
SHOLD THE FABRIC OF A SEDIMENT FENCE COLLAPSE'. TEAR, OEC0H6NOSE OR BECOME INEFFECTIVE,
OR A IRRAI At HORT T10L,
REPLACE R PROMPTLY
LAWN AIK.c
P lE PRCUECT INVOLVES DISTURBANCE ro MAINTA TED LAWN AREAS, THE WIN 91ALL E
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NE%f RAINFALL EVENT. AID ro REWCE PRESSIE ON THE FENCE. TALE CARE ro AVOID
RESTORED TO 7E aRIOINAL OOMDf11ON BY WTIATEV2R MEA6 NECESS/RY INOIIOP/G SODDIG
GRASS TYPES LASED SHALL E TIE SANE AS THE EOOSFWO LAWN
IINDFRWDIG 7E FENIOE DURING 12EiVH0Uf
REMOVE ALL FEFG/D MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRAVE AND STABILIZE R AFTER THE CONTRIBUTING OMAGE AREA HAS BEEN PROPERLY STABILIZED
„; Nln W
EW
BEFORE YOU DIG I
CALL 1- 800 -632 -4949
N.C. ONE —CALL CENTER
IT'S THE LAW I
Stimmel "° ""`'._
R�18nB�LendFSF1��1s,��. Piedmont
,�N• •••••••••� %• �� 8642 WEST MARKET STREET. SITE 100 Natural Gas
1,YREENSBORO, NORTH CAROLINA 27409
l.il R AW I At0 b ILADI 1 000 )/4AItE
IArA flll OA i.IA JOB 4 If-1>) NWT. Iq/WIn
RIVERWLE DOVE BITE
OVERALL EROSION CONTTOL PLAN AND MOTES
IR # XX —XXXXX SHEET 4

. .1 • e
DEEP fnVER '.. `.
«LIMNS \
TEMPORARY
GOT
SUBLE ROW
ILT
\ _
\I
(T'P) � � 381 F \:� =_�o •—
12' GAS
TRANSMISSION
F3usroMl ` 692 \
` \ \ R/W FENCE
\ TREE UNE \ SILT FENCE \ \ cr&) -
(TP)
— — — -- — — — — — —
RIG SIDE TEMPORARY WORKSPACE
BG
DEEP
\ \\ \\ \ \\ \tYFM RON \\ \ \ \ DDISTU BBANCE _ 1 /�
SILT SILT �— / / f
EXISTING
i z•
COSTING
TREE LINE
DUSTING
`\ \�1 \t \\\ \ \\ \ ` \ �\ \ • •\ / / /�/
\ DDUBIE ROM ` \ \ •\ ��. ;.\ / "((pp/ / ,
SILT FENCE
\\ TODD' \ \ \ \ \\ \\ \ \ \ \
720
/R/W I
PIPE Y_SIDE TEMPORARY WORKSPACE
scALF l�l
\\ \\ \ \ � \. \ \� \ •� \ \ 1 -S- \ \ \ SILT FENCE OPTIONS
\\ WTT A e�IN� t SILT FENCE WY BE PROVIDED WITH OR 1WRgUF WOE FENCE REINFORCING IF
\ \ \ \ \) EosTTw NAC u \ \ Q,¢f Q so. MEN usEO, WIRE FENCING SHALL BE e• x n• IERI wmN a GAUGE WIRE
) . •\ > uNSOPPORIED FABRIC SHALL BE HFAVY DUTY RATED FOR UNSUPPORTED USE
2 SPACING BE A YWYW OF a FEET WTfM ME FENCE AND a FEET
F�
\\ \� \�• �•`\ \\ \ \\ •\ ` \ �a 3 POST SMALL BE STEEL. SMALL NAME PRDAECTIONS m FACILITATE FASTENTHD THE
\\ �\ `C \ • .` y I I 6' YIN FABRIC. SMALL NAME A MMM WMIT OF IM LB/EWFAR FOOT. AND A MOMM
-`` 15 OF S FEET N LENGTH WOODEN POST MAY BE SUBSRN EN
IED FOR STEEL WOOD
2-3• (x)Iwst POST SMALL BE 3 INCHES N DIAMETER, MINIMUM
\ \ ♦ • A0311101M
♦ UNDERL aR Y x 8'i• TERRA TUBES
♦ / • 12• VITAS FABWC IADp6HCq
DEEP RIMER \ \ \ - \ ♦ .— ! / • TRANSMISSION ➢� A GRAMM M6A OR PAD LOCATED WERE vEMEC ES ENTER AND LEAVE A CONSTRUCTION SITE. SEE SECTION A -A BELOW
A
MM m PROVIDE BOSUN AT THE ENTRANCE AND EXIT POINTS OF A CON ITRIICIEN WE TINS DEVICE B r sTa POST r O.C. TEMPORARY
D61G1®
TO IWID WE NO SEDGMIT OFF PUBLIC ROADS. WITH 12 cum WIRE SILT FENCE
F ExISTNG
�y �/ MHEEAIEn TRAFIC WELL BE tF/WOOO A CONSTRUCTION! aTE AND MOVOq <r wtc
1 \ "� TREE LBE Y SPI A PUBIC aR PWVED OFF -SITE AREAS. CONSTRUCTION PING SHOULD LOOT ACCESS
DOUBLE ROW \ II I III \\ \ \ \ ) / m PROPERTY OONSTn1CTD ENTRANCES, TREND/ Y x NF OEFP, 1• x 2' % 21' (MN
\ $T FENCE tI I I" 4 \ \ \, • g EOEND FILTER FAOEC WOOD STAIQS
IIIIII /II IIII�� \ \\\\ \\ - / / ♦ ND, USE 2 J NHw AFB+RD soNE (RACE). OR ApoRFDATE Ra APPROVED e. THE OEPf. a 1tI1Tx> A 41i i�
\\ TIOLTOESS. a INLTER MRNELIW (MUST ORULIDE A gEO1E)(TILE 1ANDEaemND) RNR,
_ —�� WAtek 20 FEET MINIMUM T RODUpUT THE ENTIRE ENTRANCE o x i -e TERM TUBES r ^ ` I• x Yw000sr SEE SECTION A-A BELOW
IDFJOIOIk POSITION TIE EIIRATR:[ m UTAT SEDOR71f iR011 LEAVING tNE RTE Atom m ALLOW NEAlOR1Y
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P SGLE 1•��OI WNL4WNk TABS WELL NEED m BE bKNED IF MOST OF THE BMW B NOT REMOVED WHEN PASSM am J 11Fppxp2STM�5• ��)
4
THE STORE WASH AREAS SPED ALMYS DRAW ONTO A SEDIMENT TRAP OR OTHER SUITABLE D�OSAL IRFA
' LNAIE RAE ENTRE PLAN cLrAR OF RDms VO%DTWN. AFC DEBRB. qAC! eAVMU -
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STONE CONSTRUCTION ENTRANCE 2 SILT FENCE SILT FENCE OUTLET
LEGEND ' SCNE NTS SCALE NTS SCALE. NTS.
R
®
y C I �®® j® • ® J• MATER A® � W MAIL NWNf �+r3�.i —_ Nr ro s W ® — W � �— W W _ - W O Y l O� M rp r.W en>N rcO rC AWM: nGENERAL WOm ll Y A' i l Mx MN Ov wFeNr�m O�roA . Y T E YOMmNmS I lE l. Wr 6 ImrnANW P� r o r a a r OO 1M WwM mN w u w W rr A
u 1 MATERIAL INA,
mM 7OAFW W ® UN M W) - —: — E MATERIAL SUMMARY RMR016
- WMR LE CITY 0CIItl [ R
_ •• �♦ m
rt r, ' ` ` ••., • AWS�.o eat �ai+mw.� u:: r
ma s°w a e"r i
WATER WIVE RIYIMf iE LE OTT �� —W = O meID® 1 ID/10/12 Nss1ED FOR CDISTWJCYN 6 ATUT TOIL 61YIUY lZFR IYQL (WHO -s — a _ UNDmNTppWEOY[A wOU%® ® D PMA1MrA A m Wg` iawDr u D MM o NeY fl .Y 6 a r A wA1-Yu1A 1
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80o1E n
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a
s
STORM GRAIN U YE GREENSBORO. NORM CAROLINA 27109
U/O NaMIA v ® 1y1 TELEPHONE RU LE m WELL M PmECIEI GUY "M
YFE AS NOTED) rAT AG10 BASIN Ice) YOA VWNfo7 EROSION MOL PWe m OETNLS 71PE1C YOPL ex w WON FP SCALE 1' . p
Frx 10 Zo 0 10 IR # XX -XXXXX SHEET 5
mow rr NNIq Wino rorq m woMAfL.I �,

1 . a •
\\\• �\C,OY004810000100007
P N `^^ dBSIB1B
R w cAS� EXISTING GAS LINES OF HIGH POINT / pti,
08 3363 PG 352
•., a IG • \ BDISn n
R
CLEN
UNS 1J ,
aw+ac
LlNR9 23• ROMCW= .•� 0+00 n W M
(IYP) 804 BfAiDID /1 '�--`� 11fpp '1 ♦♦ Z
NUN 25' X 200 •�• •— •— •� •� •� — y � J w
TDAPO ACE ^M.�� • �N� • •— •— • • 13'40 i V
391A4 � •.� •— • _.. �_ � - � lAJ
•� ,� •— •� �EIdSI1NO i2' • •� •� • • • — — yy EXSRNG 50' C/L CURVE DATA (%�
•— •� •� • • — — "VC�� 8 0$ 3717 "8082- 16+03.5
•— 6� •� •� M. M NEW EASEMENT R-3750 00'
S. PG � L T 585 83
F)OSRN2 n .�` q
1� 9 EASEMENT ^ ^ ch0a533' 38. 33 a s4 O r
MAN DEL 3383 PA 373
HDD POINT
STA. 0 +60 00
RIG SIDE
ENTRY ANGLE 120'
N 799.822 4305
E. 1.733.236 8177
750
7a
73
720
710
700
690
680
670
ER 660
Y
650
1
p 640
4
ggg�
y 630
i
620
0
I
-2
32
70
ST oleom AR
ENTRY A RIG SIDE N
NGM ~ IO Jr
tic
�D WET MS EA \
HORZ LENGTH: 7 6rA eH-1 ATER "RAND EMAN KE" '
b RIVER" / R
e
E 1+ 67 \ I €
ELEV: 1.98' $
SING . 12 r -�
/I
\ /3 RA01 OF
' 1 00 MAXIMUM PULLBACK FORCE - 116.148
ARC 11' A
' . LENGM14 1583.88'
12- GAS MISSION NE
PVT STA. 4+71
ELM 637.00'
750
740
730
720
710
700
690
660
670
SOIL BORING LEGEND
660
TE
Tapd
S.* so
650 SIT, SBry smd
ftrb* WS*Amd Pod
N•N•eIPI.u•0 pm6• Pork (hhlr)
BktOe. Rd
640
3mdT Oef
sad
TIdw Afkr 24 Han
630 AR hw --d
�N N v SkmOaN PaMdm T.1
Rai6MX>t Yekw (Bbv. Pw feel)
THE SOIL BORNO LAGS ARE NOT
EXACT. AND REPRESENT ONLY A
620 PORTION OF THE GEOTECHNICAL DATA
Y - 0+50 0+00 0+50 1+00 1 +50 2+00 2 +50 3+00 3+50 4+00 4+50 5+00 5+50 8+00 6 +50 7 +00 7 +50 8+00 8 +50 9+00 9+50 10+00 10+50 11+00 11 +50 12+00 12 +50 13+00 13+50 14+00 REPORT SEE THE PLAT REPORT FOR
e MORE INFOSI 1TEN1
a
CONTROL N vc.3 . VCPf2
447 NcP8 HDD 1 � , -•1_0 vERTrAL SCALE 'R
STATION STA. 138-87 50. "7133 SfA "80.82
DEPTH OEM v 13.34 DEPTH � 4198' DEPTH - 41 75'
�� OEIIFRIIL NOTES WTDML SUOMRf WTERUL 51A01•XT REVISIONS .e 1Ta.N R ,.2
fWON PIPE FOUND - 1Mi e n - • m5 LM ®m "� ° "" Stimmel C � A�
R®.11 ED11rQ SIGN O 810,01 fXWI IVIR,DIE 000) _: �. �. _WATER IRE , r,X.anT 1.0 ro a.w 6U.B0 uTA. 1m.R ON OESGIeP,1pN 06GIPROR AID. DATE 9r OESCRIPICM R and LJM(Ye WG
WAS MUN ; B« sANRARr sE>ER LXEAM DLR - - -as— 6pER aAD ,RN ES B...a Aa•D D.au 4..N.. "°° 131. LF 12- . 0374 CARBON STEEL. X52 ERW PIPE , ,0/B/12 MED MR CONSTRlCFM tH "' ,4 egiIEST L j079 �� Piedmont
® WATER METER 4i May POLE ® SAMRART a,IBr IMIOdE O80) �. —v �. — IReFHrn01ND IOWOI Rmw a M aIIB. e..M1 v Dism _�� ••••••
"." —. —. � S 111 SWER UE L —a M R31®ral ..T : lt/1/12 ADDED EAZAIATT aEU.. 8847 WEST MARKET STREETI A 2 100 Natural Gas
RRE MxwaNr o� ,nrl� alsl —_ — e,Aars wo _ GREOISBDRQ NORTH CAROLINA 27108 Re.e.
®WELL ® GLS WLVE _ — 510101 ORNI lM .y1y.R; ! M .1t Nee M,W v R»m N M
— U/0 COMM iT11a. 1ot>�p . 0®1 .R1C aA. v OE1RT, tD.I . BEe,ei gAL I I :.raW seal 9T a. RIVERDALE DRIVE BORE
TELEPHONE ■ .RATE 4RET (GO Ir,10.A0D • . . TREE 161E ..Rai . YoI Y" ,M m1 AWi ®. IIOmOR ./ I�t1.hdYR.• !M, W i.P4 p Y6 13-1. WC ,e/4/1!
Y MOD s x0+00 TO Sf� ^14+00
m PE06TAL ��� RD,(1,pE AS NOTED) w iO ORD WOIOROO tl foal I.�M MR a\ttD U.I O. �ee�•
' ® TRWM DOW 9W'W DAICM BL41 (� WM� O ro0' rC.00t �P�.Id MO NW I' -.�Y �.•' DA'•o SCALE 1 • - 50
-•lEPNYSj r w P•. N m. v r..mR i ununeX mall m mRmQ1�eaw +fir ..3p 23 D ,� IR # XX -XXXXX SHEET 2
ro A,et m .ae AM .mTA
.I
�_ r
rl R
RIVERDALE D
DRIVE.
750
740
730
720
710
700
690
660
670
SOIL BORING LEGEND
660
TE
Tapd
S.* so
650 SIT, SBry smd
ftrb* WS*Amd Pod
N•N•eIPI.u•0 pm6• Pork (hhlr)
BktOe. Rd
640
3mdT Oef
sad
TIdw Afkr 24 Han
630 AR hw --d
�N N v SkmOaN PaMdm T.1
Rai6MX>t Yekw (Bbv. Pw feel)
THE SOIL BORNO LAGS ARE NOT
EXACT. AND REPRESENT ONLY A
620 PORTION OF THE GEOTECHNICAL DATA
Y - 0+50 0+00 0+50 1+00 1 +50 2+00 2 +50 3+00 3+50 4+00 4+50 5+00 5+50 8+00 6 +50 7 +00 7 +50 8+00 8 +50 9+00 9+50 10+00 10+50 11+00 11 +50 12+00 12 +50 13+00 13+50 14+00 REPORT SEE THE PLAT REPORT FOR
e MORE INFOSI 1TEN1
a
CONTROL N vc.3 . VCPf2
447 NcP8 HDD 1 � , -•1_0 vERTrAL SCALE 'R
STATION STA. 138-87 50. "7133 SfA "80.82
DEPTH OEM v 13.34 DEPTH � 4198' DEPTH - 41 75'
�� OEIIFRIIL NOTES WTDML SUOMRf WTERUL 51A01•XT REVISIONS .e 1Ta.N R ,.2
fWON PIPE FOUND - 1Mi e n - • m5 LM ®m "� ° "" Stimmel C � A�
R®.11 ED11rQ SIGN O 810,01 fXWI IVIR,DIE 000) _: �. �. _WATER IRE , r,X.anT 1.0 ro a.w 6U.B0 uTA. 1m.R ON OESGIeP,1pN 06GIPROR AID. DATE 9r OESCRIPICM R and LJM(Ye WG
WAS MUN ; B« sANRARr sE>ER LXEAM DLR - - -as— 6pER aAD ,RN ES B...a Aa•D D.au 4..N.. "°° 131. LF 12- . 0374 CARBON STEEL. X52 ERW PIPE , ,0/B/12 MED MR CONSTRlCFM tH "' ,4 egiIEST L j079 �� Piedmont
® WATER METER 4i May POLE ® SAMRART a,IBr IMIOdE O80) �. —v �. — IReFHrn01ND IOWOI Rmw a M aIIB. e..M1 v Dism _�� ••••••
"." —. —. � S 111 SWER UE L —a M R31®ral ..T : lt/1/12 ADDED EAZAIATT aEU.. 8847 WEST MARKET STREETI A 2 100 Natural Gas
RRE MxwaNr o� ,nrl� alsl —_ — e,Aars wo _ GREOISBDRQ NORTH CAROLINA 27108 Re.e.
®WELL ® GLS WLVE _ — 510101 ORNI lM .y1y.R; ! M .1t Nee M,W v R»m N M
— U/0 COMM iT11a. 1ot>�p . 0®1 .R1C aA. v OE1RT, tD.I . BEe,ei gAL I I :.raW seal 9T a. RIVERDALE DRIVE BORE
TELEPHONE ■ .RATE 4RET (GO Ir,10.A0D • . . TREE 161E ..Rai . YoI Y" ,M m1 AWi ®. IIOmOR ./ I�t1.hdYR.• !M, W i.P4 p Y6 13-1. WC ,e/4/1!
Y MOD s x0+00 TO Sf� ^14+00
m PE06TAL ��� RD,(1,pE AS NOTED) w iO ORD WOIOROO tl foal I.�M MR a\ttD U.I O. �ee�•
' ® TRWM DOW 9W'W DAICM BL41 (� WM� O ro0' rC.00t �P�.Id MO NW I' -.�Y �.•' DA'•o SCALE 1 • - 50
-•lEPNYSj r w P•. N m. v r..mR i ununeX mall m mRmQ1�eaw +fir ..3p 23 D ,� IR # XX -XXXXX SHEET 2
ro A,et m .ae AM .mTA
.I
Y - 0+50 0+00 0+50 1+00 1 +50 2+00 2 +50 3+00 3+50 4+00 4+50 5+00 5+50 8+00 6 +50 7 +00 7 +50 8+00 8 +50 9+00 9+50 10+00 10+50 11+00 11 +50 12+00 12 +50 13+00 13+50 14+00 REPORT SEE THE PLAT REPORT FOR
e MORE INFOSI 1TEN1
a
CONTROL N vc.3 . VCPf2
447 NcP8 HDD 1 � , -•1_0 vERTrAL SCALE 'R
STATION STA. 138-87 50. "7133 SfA "80.82
DEPTH OEM v 13.34 DEPTH � 4198' DEPTH - 41 75'
�� OEIIFRIIL NOTES WTDML SUOMRf WTERUL 51A01•XT REVISIONS .e 1Ta.N R ,.2
fWON PIPE FOUND - 1Mi e n - • m5 LM ®m "� ° "" Stimmel C � A�
R®.11 ED11rQ SIGN O 810,01 fXWI IVIR,DIE 000) _: �. �. _WATER IRE , r,X.anT 1.0 ro a.w 6U.B0 uTA. 1m.R ON OESGIeP,1pN 06GIPROR AID. DATE 9r OESCRIPICM R and LJM(Ye WG
WAS MUN ; B« sANRARr sE>ER LXEAM DLR - - -as— 6pER aAD ,RN ES B...a Aa•D D.au 4..N.. "°° 131. LF 12- . 0374 CARBON STEEL. X52 ERW PIPE , ,0/B/12 MED MR CONSTRlCFM tH "' ,4 egiIEST L j079 �� Piedmont
® WATER METER 4i May POLE ® SAMRART a,IBr IMIOdE O80) �. —v �. — IReFHrn01ND IOWOI Rmw a M aIIB. e..M1 v Dism _�� ••••••
"." —. —. � S 111 SWER UE L —a M R31®ral ..T : lt/1/12 ADDED EAZAIATT aEU.. 8847 WEST MARKET STREETI A 2 100 Natural Gas
RRE MxwaNr o� ,nrl� alsl —_ — e,Aars wo _ GREOISBDRQ NORTH CAROLINA 27108 Re.e.
®WELL ® GLS WLVE _ — 510101 ORNI lM .y1y.R; ! M .1t Nee M,W v R»m N M
— U/0 COMM iT11a. 1ot>�p . 0®1 .R1C aA. v OE1RT, tD.I . BEe,ei gAL I I :.raW seal 9T a. RIVERDALE DRIVE BORE
TELEPHONE ■ .RATE 4RET (GO Ir,10.A0D • . . TREE 161E ..Rai . YoI Y" ,M m1 AWi ®. IIOmOR ./ I�t1.hdYR.• !M, W i.P4 p Y6 13-1. WC ,e/4/1!
Y MOD s x0+00 TO Sf� ^14+00
m PE06TAL ��� RD,(1,pE AS NOTED) w iO ORD WOIOROO tl foal I.�M MR a\ttD U.I O. �ee�•
' ® TRWM DOW 9W'W DAICM BL41 (� WM� O ro0' rC.00t �P�.Id MO NW I' -.�Y �.•' DA'•o SCALE 1 • - 50
-•lEPNYSj r w P•. N m. v r..mR i ununeX mall m mRmQ1�eaw +fir ..3p 23 D ,� IR # XX -XXXXX SHEET 2
ro A,et m .ae AM .mTA
.I

a M 1 a
Appendix III:
Site Photographs

Photo 1: View from southern end of HDD facing north toward
Randleman Lake.
Photo 3: View from the northern side of the impounded
Photo 2: View from southern origin of HDD facing south
Photo 4: View from the south side of Deep River
Photo 5: View from the north side of Deep River facing south
Photo 6: View from the north side of Deep River facing north
towards the proiect oriain.
Taken by: JoL SITE PHOTOGRAPHS
Thomasville Line
Checked by: DP 12" Transmission Gas Line
Date: 01.14.13 ME High Point, N.C.
Project No.: 1357 -12 -010 1 Photo Page 1 of 1

I ► 0 M
Appendix IV:
Completed NCEEP In -Lieu Fee
Request Form

I ti V •
NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN -LIEU FEE REQUEST FORM
Revised 8/11/2011
Print this form, fill in requested Information, sign and date, and either mail to NCEEP, 1652 Mad Service Center, Raleigh, NC 27699-
1652, fax to 919 - 715 -2219, or email to keIIV.WIIIiamsAncdenr.00v. Attachments are acceptable for clarification purposes (location
map or lat long is required). Review meetings are held on Tuesday afternoons. Information submitted is subject to NC Public
Records Law and may be requested by third parties.
CONTACT INFORMATION
APPLICANT'S AGENT (optional)
APPLICANT
1. Business or Individual Name
S &ME, Inc.
Piedmont Natural Gas
2. Street Address or P O Box
9751 Southern Pine Boulevard
4720 Piedmont Row Drive
3. City, State, Zip
Charlotte, N.C. 28273
Charlotte, N.C. 28210
4. Contact Person
Joey Lawler, P.W.S.
Jim Kalish, P.E.
5. Telephone Number
704.523.4726
704.731.4598
6. Fax Number
704.525.3953
-
7. E-mail Address (optional)
com
hm.kalishaaoiedmontng.com
15. Non - Riparian Wetland Impact (ac.)
0
16. Coastal Marsh Impact (ac.)
PROJECT INFORMATION
8. Project Name
Thomasville Line— 12° Transmission Gas Line
9. Project Location (nearest town, city)
See Attached
"ATTACH MAP SHOWING IMPACT LOCATION"
10. Lat -Long Coordinates (optional)
11. Project County
Guilford
12. River basin & Cataloging Unit (8- digit)
03030003 -Cape Fear
(see Note 1)
13. Project Type specify owner type and
Government X Private
write in project type (e.g. school, church, retail,
residential SD, apartments, road, utilities,
military, etc.)**
14. Riparian Wetland Impact (ac.) (e.g., 0.13)
0
15. Non - Riparian Wetland Impact (ac.)
0
16. Coastal Marsh Impact (ac.)
0
17. Stream Impact (ft.) (e.g. 1,234)
Warm
Cool
Cold
0
0
0
18. Riparian Buffer Impact (sq. ft.)
Zone 1: 4,481
Zone 2: N/A
where applicable)
19. Regulatory Agency Staff Contacts
Indicate names, if known
USACE: Thomas
DWO: Homewood
20. Other Regulatory ID Information
e.., USACE Action ID, if known
IMPORTANT
Check 0 below if this request is a:
_ revision to a current acceptance, or
_ extension of unexpired acceptance
_ re- submission of an expired acceptance
By signing below, the applicant is confirming they have
'read and understand EEP's refund policy_ posted at
ncee P :net
-- -
Signature of Applicant or Authorized Agent:
Date: OI LW.ff3
Note 1. For help in determining the Cataloging Unit, visit:www.nceeo.net or contact EEP
Direct questions to Kelly Williams at 919 -716 -1921 or keliv.williamsCatncdenr.gov or to EEP's front desk at 919 - 715 -0476.

I •
Statement of Compliance with Session Law 2009 -337 An Act to Promote
the Use of Compensatory Mitigation Banks and SL 2011 -343.
(link to SL 2009 -337) (link to-SL 2011 -343)
Prior to accessing the Ecosystem Enhancement Program (EEP) In -Lieu Fee Mitigation Program, all
gpylicants requesting wetlands, stream and/or riparian buffer miti atg ion are now required by law to
comply with Session Law 2009 -337 An Act to Promote the Use of Compensatory Mitigation Banks as
well as Session Law 2011 -343, which made changes to the operation of the NCEEP. All new requests
submitted on or after June 27, 2011 MUST include this form signed and dated by the permit applicant or
an authorized agent. Please refer to DENR's Implementation Policy for more detailed guidance.
Compliance Statement:
I have read and understand SL- 2009 -337 and SL- 2011 -343 and have, to the best of my
knowledge, complied with their requirements. I understand that participation in the
NCEEP is voluntary.
Please check all that apply:
Applicant is a Federal or State Government Entity or a unit of local government
meeting the requirements set forth in G.S. 143-214.11 (as amended by SL 2011-
343) and is not required to purchase credits from a mitigation bank.
X There are no known mitigation banks with the requested credit type located in
the hydrologic unit where this impact will take place (link to DWQ list) (see
"approved mitigation bank" link under "Options for compensatory mitigation" heading)
I have contacted the mitigation bank(s) in the hydrologic unit where the
impacts will occur and credits are not available.
The DWQ or the Corps of Engineers did not approve of the use of a mitigation
bank for the required compensatory mitigation for this project.
Note: It is the applicant's responsibility to document any inquiries made to private
mitigation banks regarding credit availability.
have read and understand *ESP's refund policies (attached)
initial here
Signature &XlIplicant or Agent
01.14.13
Date
Thomasville Line —12" Transmission Gas Line
Project Name
Joey Lawler
Printed Name
High Point, N.C.
Location